LEGEND BUSINESS ZONE NORTH OF AGRESEARCH BOREHOLE CPT SEISMIC CPT AUGER SCALE. Powells Road TEST PIT AGRESEARCH INNOVATION PARK. Hamilton Ring Road
|
|
|
- Ann Hicks
- 5 years ago
- Views:
Transcription
1 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 PARK AS123 Ruak TP16 ura R oad AS122 AS124 Hamilton Ring Road 1 mm 5 Tramway Road Revision Amendment Project Approved Revision Date Private Bag 357 Hamilton 324 New Zealand Hamilton Office Drawn Designed Approved Revision Date G.M.B. A1 A3 Original Sheet Size A1 [841x594] m Plot Date 29 May 3:46 p.m. Path G:\232\32113_ Ruakura TGH\Drawings\CAD\Factual Report\2_1826_5_524_FIG_2-4.dwg FIG.3 22May13 TAINUI GROUP HOLDINGS LTD STAGE 1 GEOTECHNICAL INVESTIGATIONS RUAKURA DEVELOPMENT Sheet FIGURE 3: EXPLORATORY HOLE LOCATION PLAN BUSINESS ZONE NORTH OF AGRESEARCH Project No. Scale :5 [A1] 1: [A3] 2/1826/5/524 Drawing No. Sheet. No. Revision FIG.3 R1
![1:5 @ A1 1: @ A3 Original Sheet Size A1 [841x594] 5 15 2 25 3 35 4 45 5 m](/docs-images/94/119395780/images/2-4.jpg "Plot Date 29 May 213 @ 3:46 p.m.")
2 LEGEND INLAND PORT ZONE BUSINESS ZONE SOUTH OF INLAND PORT BOREHOLE BH16 AS13 TP111 CPT TP112 3 mm SEISMIC CPT AS137 AS136 TP11 AUGER SCALE BH112 TP116 TEST PIT BH17 AS131 AS14 AS138 CPT15 CPT14 TP113 BH15 AS144 BH18 DEEP BH18 SHALLOW TP115 AS139 AS128 2 ra aku Ru Ro ad SCPT13 BH14 AS135 AS141 AS132 TP114 BH11 BH19 AS134 AS127 BH111 AS142 AS143 AS133 TP19 le R oad 1 mm 5 rda Silve AGRESEARCH Revision Amendment Project Approved Revision Date Private Bag 357 Hamilton 324 New Zealand Hamilton Office Drawn Designed Approved Revision Date G.M.B. A1 A3 Original Sheet Size A1 [841x594] m Plot Date 29 May 3:46 p.m. Path G:\232\32113_ Ruakura TGH\Drawings\CAD\Factual Report\2_1826_5_524_FIG_2-4.dwg FIG.4 22May13 TAINUI GROUP HOLDINGS LTD STAGE 1 GEOTECHNICAL INVESTIGATIONS RUAKURA DEVELOPMENT Sheet FIGURE 4: EXPLORATORY HOLE LOCATION PLAN INLAND PORT ZONE AND BUSINESS ZONE TO SOUTH Project No. Scale :5 [A1] 1: [A3] 2/1826/5/524 Drawing No. Sheet. No. Revision FIG.4 R1
3 Borehole No: 112 PROJECT CO-ORD E N R.L. SHEET m 1 of 4 LOCATION Ruakura South REF. GRID NZTM DATUM Moturiki 1953 DEPTH m GEOLOGY/UNIT MAIN DESCRIPTION R.L. (m) DEPTH (m) GRAPHIC LOG 'N' VALUE TESTS BLOW COUNTS OR SHEAR VALUE CORE TOTAL CORE RECOVERY (%) SAMPLE TYPE METHOD CASING BASE OF HOLE & WATER LEVEL ADDITIONAL NOTES PIEZOMETER DETAILS OTHER INSTRUMENTATION TOPSOIL FILL, sandy SILT, minor gravel, dark brown. Soft, wet, plastic. Gravel fine, pumice. 55 Concrete / Flush Toby 1.5m tree root in. FILL, SILT, dark brown. Soft, moist, plastic /4//6/4/3/ PT No casing installed. Bentonite 2.m timber fragments. FILL, sandy SILT, some gravel, dark brown. Soft, wet, non-plastic. Gravel fine, angular pumice. 2 8 ///2/2/2/2 36 FILL, fine-coarse SAND, minor silt, dark brown. Medium dense, wet, well graded, non-plastic. Nail and fabric fragments in /2//1/2/6/5 4/7//8/9/1/13 13 HQ Size, Triple Tube, Wireline Rotary Coring 19/4/13 FILL, gravelly fine-coarse SANDgrey. Medium dense, wet, poorly graded, non-plastic. Gravel fine-medium, angular. Trace steel wire /4/13 32mm Slotted PVC / Walton Park m iron staining /5//3/3/3/3 6.8m Wire fragment. SOIL LOG GPJ HMN_TEM.GDT 26/4/13 Fine-coarse SAND, greenish grey. Medium dense, wet, poorly graded, non-plastic. NOTES LOGGED IN ACCORDANCE WITH NZ GEOTECHNICAL SOCIETY GUIDELINES (25) 34 7 STARTED 11/4/213 INCLINATION/ AZIMUTH LOGGED CHECKED CLIENT Vertical; n/a J Garvey T de Malmanche Tainui Group Holdings Ltd FINISHED Co. RIG LAB REF. PROJECT No. Bentonite 12/4/213 Perry Geotech Tractor 13/843/ Scale A3
4 Borehole No: 112 PROJECT CO-ORD E N R.L. SHEET m 2 of 4 LOCATION Ruakura South REF. GRID NZTM DATUM Moturiki 1953 DEPTH m GEOLOGY/UNIT MAIN DESCRIPTION R.L. (m) DEPTH (m) GRAPHIC LOG 'N' VALUE TESTS BLOW COUNTS OR SHEAR VALUE CORE TOTAL CORE RECOVERY (%) SAMPLE TYPE METHOD CASING BASE OF HOLE & WATER LEVEL ADDITIONAL NOTES PIEZOMETER DETAILS OTHER INSTRUMENTATION Fine-coarse SAND, greenish grey. Medium dense, wet, poorly graded, non-plastic.(continued) 12 3/3//3/3/3/3 8 Fine-coarse SAND, minor gravel, grey. Medium dense, wet, well graded, non-plastic. Gravel fine, angular /4//4/4/4/ m wire fragment. Fine-coarse SAND, grey. Medium dense, wet, well graded, non-plastic. 1 Fine SAND, trace silt, light grey. Medium dense, moist, well graded, laminated, non-plastic. 1.5m grey, wet, homogeneous. 21 3/3//4/5/7/5 67 Fine-medium SAND, minor silt, grey. Loose, wet, well graded, non-plastic. Pumiceous /4//3/1/1/2 9 HQ Size, Triple Tube, Wireline Rotary Coring Bentonite m thin sandy SILT layer, soft. SILT, trace sand, grey. Soft, moist, non-plastic. 5 3/3//2//1/ Fine SAND, trace silt, grey. Loose, moist, uniformly graded, non-plastic. Pumice. 76 SOIL LOG GPJ HMN_TEM.GDT 26/4/13 NOTES LOGGED IN ACCORDANCE WITH NZ GEOTECHNICAL SOCIETY GUIDELINES (25) STARTED INCLINATION/ AZIMUTH LOGGED CHECKED CLIENT 11/4/213 Vertical; n/a J Garvey T de Malmanche Tainui Group Holdings Ltd FINISHED Co. RIG LAB REF. PROJECT No. 12/4/213 Perry Geotech Tractor 13/843/ Scale A3
5 Borehole No: 112 PROJECT CO-ORD E N R.L. SHEET m 3 of 4 LOCATION Ruakura South REF. GRID NZTM DATUM Moturiki 1953 DEPTH m GEOLOGY/UNIT MAIN DESCRIPTION R.L. (m) DEPTH (m) GRAPHIC LOG 'N' VALUE TESTS BLOW COUNTS OR SHEAR VALUE CORE TOTAL CORE RECOVERY (%) SAMPLE TYPE METHOD CASING BASE OF HOLE & WATER LEVEL ADDITIONAL NOTES PIEZOMETER DETAILS OTHER INSTRUMENTATION Fine SAND, trace silt, grey. Loose, moist, uniformly graded, non-plastic. Pumice.(continued) /2//2/2/2/2 Sandy SILT, grey. Soft, moist, non-plastic. 16 SILT, trace sand, grey. Soft, moist, non-plastic. 6 2/2//1//2/3 44 PEAT, dark brown. Firm SILT, trace sand, grey. Moist, non-plastic Fine SAND, trace silt, grey. Medium dense, moist, uniformly graded, non-plastic. SILT, trace sand, brown. Soft, moist, non-plastic /4//5/7/6/5 /1///1/1/ HQ Size, Triple Tube, Wireline Rotary Coring Bentonite 2 24 Sandy S ILT, bluish grey. Very soft, wet, non-plastic ////// SOIL LOG GPJ HMN_TEM.GDT 26/4/13 NOTES Clayey fine-medium SAND, greyish white. Loose, moist, gap graded. Trace thin beds of soft white CLAY. LOGGED IN ACCORDANCE WITH NZ GEOTECHNICAL SOCIETY GUIDELINES (25) STARTED INCLINATION/ AZIMUTH LOGGED CHECKED CLIENT 11/4/213 Vertical; n/a J Garvey T de Malmanche Tainui Group Holdings Ltd FINISHED Co. RIG LAB REF. PROJECT No. 12/4/213 Perry Geotech Tractor 13/843/ Scale A3
6 Borehole No: 112 PROJECT CO-ORD E N R.L. SHEET m 4 of 4 LOCATION Ruakura South REF. GRID NZTM DATUM Moturiki 1953 DEPTH m GEOLOGY/UNIT MAIN DESCRIPTION R.L. (m) DEPTH (m) GRAPHIC LOG 'N' VALUE TESTS BLOW COUNTS OR SHEAR VALUE CORE TOTAL CORE RECOVERY (%) SAMPLE TYPE METHOD CASING BASE OF HOLE & WATER LEVEL ADDITIONAL NOTES PIEZOMETER DETAILS OTHER INSTRUMENTATION Clayey fine-medium SAND, greyish white. Loose, moist, gap graded. Trace thin beds of soft white CLAY.(continued) 4 1/1//1/1/1/ SILT, trace sand, bluish grey. Very soft, moist, plastic. 24 1/1///// HQ Size, Triple Tube, Wireline Rotary Coring 32mm Slotted PVC / Walton Park /1//1//1/ END OF BOREHOLE SOIL LOG GPJ HMN_TEM.GDT 26/4/13 NOTES LOGGED IN ACCORDANCE WITH NZ GEOTECHNICAL SOCIETY GUIDELINES (25) STARTED INCLINATION/ AZIMUTH LOGGED CHECKED CLIENT 11/4/213 Vertical; n/a J Garvey T de Malmanche Tainui Group Holdings Ltd FINISHED Co. RIG LAB REF. PROJECT No. 12/4/213 Perry Geotech Tractor 13/843/ Scale A3
7 Project No: Lab Ref No: 13/843/1 BH-112 Core Photos Page 1 of 2
8 Project No: Lab Ref No: 13/843/1 BH-112 Core Photos Page 2 of 2
9 Project No: Lab Ref No: 13/843/1 BH-112 Site Photos Page 1 of 1 BH-112 : view looking southwest, post-installation.
10
11 N Effluent Ponds Dairy Cow Milking Sheds, with detergents storage Historical Effluent Ponds Offal Pits Farm buildings Maintenance Workshop, with chemical storage and diesel tank. With suspect asbestos fibrolite roof. Key: Hand Auger: Groundwater Monitoring Well: Test Pit/Trench: PAGE 1 CHEDWORTH PARK LTD LAND TAINUI GROUP HOLDINGS JUNE 213 NTS
12 N Pastoral / Dairy land Approximate extent of burial pits (from Google Earth Imagery) Hamilton Ring Road Ditch / Stream Key: Hand Auger: Groundwater Monitoring Well: Test Pit/Trench: PAGE 2 CHEDWORTH PARK LTD LAND TAINUI GROUP HOLDINGS JUNE 213 NTS
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
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 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
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
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
Earthquake Commission. Darfield Earthquake Recovery Geotechnical Factual Report Avondale
REPORT Earthquake Commission Darfield Earthquake Recovery Geotechnical Factual Report Avondale REPORT Earthquake Commission Darfield Earthquake Recovery Geotechnical Factual Report Avondale Report prepared
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,
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
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
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
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
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
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
REPORT. Housing Re-Zone. Middle Road and Iona Road - Geotechnical Investigation Report
REPORT Housing Re-Zone Middle Road and Iona Road - Geotechnical Investigation Report Prepared for Hastings istrict Council Prepared by Tonkin & Taylor Ltd ate April 06 Job Number 464.000 istribution: Hastings
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
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
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
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,
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 SITE COMPARISON GEOLOGY, HYDROGEOLOGY & GEOTECHNICAL 3.1 Comparison of Sites
APPENDIX TSD#-B COMPARATIVE EVALUATION OF ALTERNATIVE SITES GEOLOGY, HYDROGEOLOGY & GEOTECHNICAL COMPONENT Environmental Component Summary of Site Considerations Interpreted direction of vertical groundwater
GEOTECHNICAL INVESTIGATION FOSTER BLOCK, GOULDS ROAD ROLLESTON
GEOTECHNICAL INVESTIGATION FOSTER BLOCK, GOULS ROA ROLLESTON SUBMITTE TO: R.. HUGHES EVELOPMENTS LT PO BOX 848 CHRISTCHURCH 8140 21 ecember 2011 ISTRIBUTION 2 Copies R.. Hughes evelopments Ltd 1 Copy Geoscience
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
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
College Road Breach Investigation - Geotechnical Factual Report
Report College Road Breach Investigation - Geotechnical Factual Report Prepared for Bay of Plenty Regional Council Prepared by Beca Ltd (Beca) 31 July 2017 College Road Breach Investigation - Geotechnical
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
BP Connect Development Turangi Preliminary Geotechnical Assessment Report
The Holmes Group BP Connect Development Turangi Preliminary Geotechnical Assessment Report The Holmes Group BP Connect Development Turangi Preliminary Geotechnical Assessment Report Prepared By Opus International
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
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
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
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.,
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
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
COPYRIGHT NOTICE LIMITATION OF LIABILITY
OPYRIGHT NOTIE This geotechnical log and its associated data (the Document) is licensed by the Queensland Department of Transport and Main Roads under the reative ommons Attribution 4.0 Licence ( BY 4.0).
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
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
Geotechnical Investigation Report
Geotechnical Investigation Report Proposed Salt Storage Shed Majestic Hills Drive Hamilton Township, Ontario Hamilton Township 7 Pido Road Peterborough Ontario K9J 6X7 Canada 568 0 Report No June 08 Table
GEOTECHNICAL INVESTIGATION REPORT PROPOSED MIXED USE DEVELOPMENT 54 PARKWAY DRIVE ROSEDALE, AUCKLAND
K170412-1 9 August 2017 GEOTECHNICAL INVESTIGATION REPORT PROPOSED MIXED USE DEVELOPMENT 54 PARKWAY DRIVE ROSEDALE, AUCKLAND Prepared For: Lucy Li c/- DCS Ltd Unit 67 Victoria Park Market PO Box 91247,
CENTRAL REGION GEOHAZARDS RISK ASSESSMENT SITE INSPECTION FORM
SITE NUMBER AND NAME C55 H861:02 Slide LEGAL DESCRIPTION NW 14-40-14-W4 CENTRAL REGION GEOHAZARDS RISK ASSESSMENT SITE INSPECTION FORM HIGHWAY & KM NAD 83 COORDINATES N 5811217 E 437291 PREVIOUS INSPECTION
Materials. Use materials meeting the following.
208.01 Section 208. SOIL EROSION AND SEDIMENTATION CONTROL 208.01 Description. Install and maintain erosion and sedimentation controls to minimize soil erosion and to control sedimentation from affecting
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
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:
GEOTECHNICAL SITE INVESTIGATION REPORT SUBDIVISION - SELECTED LOTS AKISQNUK FIRST NATION WINDERMERE, BC
GEOTECHNICAL SITE INVESTIGATION REPORT SUBDIVISION - SELECTED LOTS AKISQNUK FIRST NATION WINDERMERE, BC Prepared For: Akisqnuk First Nation Windermere, BC Box 688 Fernie, BC V0B 1M0 250 423 4829 August
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
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
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
APPENDIX C. Borehole Data
APPENDIX C Borehole Data MAJOR DIVISIONS SOIL CLASSIFICATION CHART SYMBOLS GRAPH LETTER TYPICAL DESCRIPTIONS ADDITIONAL MATERIAL
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 C Borehole logs Appendix C Borehole logs BOREHOLE INFORMATION Method: Rotary Core Conventional Equipment: 60mm diameter Contractor: Perry Geotech Method Ground Floor, 247 Cameron Road PO Box 2292,
Groundwater Investigation SOUTHGATE GRAVEL PIT Part of Lot 15, Concession 15 (formerly Township of Proton), Township of Southgate.
Groundwater Investigation SOUTHGATE GRAVEL PIT Part of Lot 15, Concession 15 (formerly Township of Proton), Township of Southgate County of Grey October, 2014 Prepared for: Drysdale Aggregate Consulting
Technical Memorandum. Soil Borings
Technical Memorandum To: Project File and Appendix F to Sediment Remedial Investigation Report From: Sara L. Leow, PE Subject: Geotechnical Investigation and Results Summary Date: February 213 Project:
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.
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
Superficial Geology Map - Slice A. Order Details: Order Number: Customer Reference: National Grid Reference: Slice: Site Area (Ha): Search Buffer (m):
Superficial Geology Superficial Deposits are the youngest geological deposits formed during the most recent period of geological time, the Quaternary, which extends back about 1.8 million years from the
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
Geotechnical Data Report
Geotechnical Data Report Downtown Greenville Future Conveyance Study December 1, 2015 Terracon Project No. 86155032 Prepared for: Prepared by: Terracon Consultants, Inc. December 1, 2015 561 Mauldin Road
Geotechnical Report for Derwent Way Transfer Station, New Westminster, BC
July 19, 2016 Westerra Enterprises Inc. #109-32885 Mission Way Mission, BC, V2V 6E4 ISSUED FOR USE FILE: ENG.VGEO3082-01 Attention: Subject: Mr. Myles Hargrove Geotechnical Report for Derwent Way Transfer
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
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
SUMMARY REPORT ON GROUND INVESTIGATIONS AT WALSHESTOWN PIT CO. KILDARE. Submitted to:
Golder Associates Ireland Town Centre House, Dublin Road, Naas, Co. Kildare, Ireland Tel: [353] (0)45 874411 Fax: [353] (0)45 874549 E-mail: info@golder.ie http://www.golder.com SUMMARY REPORT ON GROUND
Milford Centre Ltd. Private Plan Change GEOTECHNICAL ASSESSMENT
Milford Centre Ltd. Private Plan Change GEOTECHNICAL ASSESSMENT Final 15 April 2008 Milford Centre Ltd. Private Plan Change GEOTECHNICAL ASSESSMENT Final 15 April 2008 Sinclair Knight Merz 25 Teed Street
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
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
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
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
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:
GEOTECHNICAL SITE CHARACTERIZATION
GEOTECHNICAL SITE CHARACTERIZATION Neil Anderson, Ph.D. Professor of Geology and Geophysics Richard W. Stephenson, P.E., Ph.D. Professor of Civil, Architectural and Environmental Engineering University
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
SLOPE STABILITY ASSESSMENT PROPOSED RESIDENTIAL SUBDIVISION 161 LAKESHORE ROAD EAST TOWN OF THE BLUE MOUNTAINS, ONTARIO
SLOPE STABILITY ASSESSMENT PROPOSED RESIDENTIAL SUBDIVISION 161 LAKESHORE ROAD EAST TOWN OF THE BLUE MOUNTAINS, ONTARIO PETO MacCALLUM LTD. 19 CHURCHILL DRIVE BARRIE, ONTARIO L4N 8Z5 PHONE: (705) 734-3900
DATA REPORT GEOTECHNICAL INVESTIGATION GALVESTON CRUISE TERMINAL 2 GALVESTON, TEXAS
DATA REPORT GEOTECHNICAL INVESTIGATION GALVESTON CRUISE TERMINAL 2 GALVESTON, TEXAS SUBMITTED TO PORT OF GALVESTON 123 ROSENBERG AVENUE, 8TH FLOOR GALVESTON, TEXAS 77553 BY HVJ ASSOCIATES, INC. HOUSTON,
Eastgate Parking Lot Geotechnical Investigation
Eastgate Parking Lot Geotechnical Investigation Cambium Reference No.: 336- March 4, 24 Prepared for: City of Peterborough Cambium Inc. P.O. Box 325 52 Hunter Street East, Peterborough Ontario, K9H G5
D-23 DRILL LOG HOLE NO. : B - TOG - 1 SHEET NO. 1 OF 1 DESCRIPTION BLOW(CM)
DRILL LOG NO. : B - TOG - 1 PROJECT THE STUDY FLOOD CONTROL AND MANAGEMENT IN L B B DEPTH : 1.00 M ELEVATION : +.31 M SITE TUALANGO VILLAGE COORDINATE X : 0 01.36' INCLINATION : 0 O DRILLING : KOKEN OE
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
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
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
Appendix H. Geotechnical Investigation Report. Krosno Creek Flood Reduction Project PROJECT FILE REPORT CITY OF PICKERING
Krosno Creek Flood Reduction Project PROJECT FILE REPORT CITY OF PICKERING Appendix H Geotechnical Investigation Report TMIG THE MUNICIPAL INFRASTRUCTURE GROUP LTD Report on Geotechnical Investigation
Yumbah Nyamat Works Approval Application October Appendix J. Geotechnical Site Investigation
Yumbah Nyamat Works Approval Application October 2018 Appendix J Geotechnical Site Investigation GEOTECHNICAL SITE INVESTIGATION PROJECT NO: 23269-1 Client: Proposed: Location: P DESIGN GROUP NEW AQUACULTURE
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
Terraprobe Consulting Geotechnical & Environmental Engineering Construction Materials Inspection & Testing
Terraprobe Consulting Geotechnical & Environmental Engineering Construction Materials Inspection & Testing GEOTECHNICAL INVESTIGATION BLOCKS TO PIER HAMILTON, ONTARIO PREPARED FOR: City of Hamilton Waterfront
ABP Southampton. Environmental Statement for Port of Southampton: Berth 201/202 Works. Appendix B. Dredge Material Characterisation
ABP Southampton Environmental Statement for Port of Southampton: Berth 201/202 Works Appendix B Dredge Material Characterisation Appendix B Dredge Material Characterisation Environmental Statement for
Gotechnical Investigations and Sampling
Gotechnical Investigations and Sampling Amit Prashant Indian Institute of Technology Gandhinagar Short Course on Geotechnical Investigations for Structural Engineering 12 14 October, 2017 1 Purpose of
Earthquake Commission Darfield Earthquake Recovery Geotechnical Factual Report New Brighton
REPORT Earthquake Commission Darfield Earthquake Recovery Geotechnical Factual Report New Brighton REPORT Earthquake Commission Darfield Earthquake Recovery Geotechnical Factual Report New Brighton Report
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
A6 to Manchester Airport Relief Road. B003 Mill Lane Accommodation Bridge Preliminary Design Report Report No. 1007/704/151
A6 to Manchester Airport Relief Road B003 Mill Lane Accommodation Bridge Report No. 1007/704/151 August 2013 PRELIMINARY DESIGN REPORT Structure Name : Structure Number : Mill Lane Accommodation Bridge
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
Pore pressure response during high frequency sonic drilling and SPT
Wentz, F.J. & Dickenson S.E. (2013) Proc. 19 th NZGS Geotechnical Symposium. Ed. CY Chin, Queenstown Pore pressure response during high frequency sonic drilling and SPT sampling in liquefiable sand F J
Preston Downs Lot 295/296 Geotechnical Subdivision Report GW West Melton Limited
Preston Downs Lot 295/296 Geotechnical Subdivision Report GW West Melton Limited 17 March 2017 Revision: 1 Reference: 253852 Document control record Document prepared by: Aurecon New Zealand Limited Unit
Foundations on Deep Alluvial Soils
Canterbury Earthquakes Royal Commission Hearings 25 October 2011, Christchurch GEO.CUB.0001.1-35.1 Foundations on Deep Alluvial Soils Misko Cubrinovski, Ian McCahon, Civil and Natural Resources Engineering,
Limited Geotechnical Engineering Evaluation Classroom Additions Albany County Campus Laramie, Wyoming
Limited Geotechnical Engineering Evaluation Classroom Additions Albany County Campus 2300 Missile Drive, Cheyenne, Wyoming 82001 Phone 307-635-0222 www.stratageotech.com Limited Geotechnical Engineering
Construction Exits Rock pads
Construction Exits Rock pads SEDIMENT CONTROL TECHNIQUE Type 1 System Sheet Flow Sandy Soils Type 2 System Concentrated Flow [1] Clayey Soils Type 3 System Supplementary Trap Dispersive Soils [1] Minor
Free Range Broiler Farm, Arapohue: Geotechnical assessment
Free Range Broiler Farm, Arapohue: Geotechnical assessment Prepared for Date September 2017 Job Number 1003028 Document Control Title: Date Version Description Prepared by: Reviewed by: Authorised by:
Report on Site Classification & Construction Testing
Report on Site Classification & Construction Testing Northlakes Estate Stage 29, Cameron Park CGS1871 CGS1871 Prepared for Northlakes Pty Ltd C/- McCloy Group Pty Ltd December 2013 Report on Site Classification
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
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
Omaroro Lower Playing Field - Geotechnical Interpretive Report
Report Omaroro Lower Playing Field - Geotechnical Interpretive Report Prepared for Wellington Water Limited Prepared by Beca Limited 1 December 2017 Omaroro Lower Playing Field - Geotechnical Interpretive
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.
Geotechnical Indications Of Eastern Bypass Area In Port Harcourt, Niger Delta
Geotechnical Indications Of Eastern Bypass Area In Port Harcourt, Niger Delta Warmate Tamunonengiyeofori Geostrat International Services Limited, Rivers State, Nigeria www.geostratinternational.com info@geostratinternational.com,
BOREHOLE LOCATION PLAN
BH2/Probe A BH1 Light cable percussion drilling rig Windowless Sampling Borehole and Dynamic Penetration Probing CLIENT: SITE: Date: Abingdon Hydro Ltd Abingdon Hydro Project, Nr Abingdon Wier August 2014
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
APPENDIX C 6 WHARF DEVELOPMENT 3D GEOLOGICAL MODEL AND DREDGE VOLUMES
APPENDIX C WHARF DEVELOPMENT 3D GEOLOGICAL MODEL AND DREDGE VOLUMES Report Wharf Development: 3D Geological Model and Dredge Volumes Prepared for Napier Port Prepared by (Beca) 1 May 17 1//17 Wharf Development:
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.