NTS 103F 9W SKEENA M.D. QUEEN CHARLOTTE ISLANDS, B.C FOR ASSESSMENT WORK REQUIREMENTS ON THE EIGHTY-TWO GROUF BY K.G. SANDERS, P. ENG.
|
|
- MargaretMargaret Paul
- 8 years ago
- Views:
Transcription
1 Lat. 53O35'N REPORT ON 1982 DIAMOND DRILLING AND SOIL TESTING ON THE NORTH FLORENCE AND S. FLORENCE CLAIMS Long. 132O15'W / NTS 103F 9W SKEENA M.D. QUEEN CHARLOTTE ISLANDS, B.C FOR ASSESSMENT WORK REQUIREMENTS ON THE EIGHTYTWO GROUF BY K.G. SANDERS, P. ENG. JANUARY 11, 1983 GEOLOGICAL BRANCH ASSESSMENT REPORT 10,931
2 TABLE OF CONTENTS Location Map PAGE 1 Introduction 2 Location and Access 2 Claim Data 2 Claim Map 3 Drilling Program 4 Drill Hole Location Plan 5 Drill Logs and Assays 612 Cost Statement 1316 Certificate 17
3 U * 7.;t c. * /4 I 1 b I '&md.. * CONSOLIDATE DClNOLA MINES LTD. I VANCOUVER, e.c NTS I03 F / 9E,#I LOCATION MAP I I.
4 ! Introduction: In January and May of 1982 one diamond drill hole of NQ size and five soil test drill holes were drilled on the North Florence and S. Florence claims by D.W. Coates Enterprises Ltd. and Pentest Co. Ltd. of Vancouver B.C. The holes were drilled to test soil and bedrock conditions at a proposed tailings disposal site for the Cinola gold deposit owned jointly by Consolidated Cinola Mines Ltd. of Vancouver B.C., and Energy Reserves Canada Ltd. of Saskatoon, Sask. The program was carried out by Cinola Operating Co. Ltd. of Vancouver, B.C. with the permission of the claim owner Mr. R. Calabrigo of West Vancouver, B.C. < Location and Access: The drilling area centres around coordinates 53O35' N Lat. and 132O15' W. Long. Access is by private logging roads about 7 kilometres south east of Juskatla B.C. on Graham Island in the Queen Charlotte Group. Claim Data: Claim Owner Units Record No. Month North Florence R. Calabrigo October S. Florence R. Calabrigo October These are part of the EightyTwo Group of claims for assessment purposes in The other claims in the Eightytwo Group are: Kenny A. Morrow Sept. Hook R. Calabrigo October Hill R. Calabrigo October River R. Calabrigo October 2
5 fdwg. ORtGINAlVR (CONSULTLINT) I oepth in metros Notot 45.dip due north Contour lntefvol= 25m 1. Scale = 1:20,000 Muskeg Wavers* 1 25Om 0 500m I,OOOm 1,500m ::,: SITE JNVEST)GATION PUN. CINOL A"OtT..ArtNG ' FOR TAILINGS IMPOUNDMENl' COMPANY LT;D. s
6 Drilling Program: Hole 82 Tpwas a diamond drill hole of NQ size drilled by D.W. Coates Enterprises Ltd. on the North Florence claim in the period January 13th 28th, Its purpose was to test bedrock conditions. It entered bedrock at metres and continued in rock to its final depth of metres. Nine core samples were assayed for the gold content and all returned low values. See drill logs. Pentest Co. Ltd. drilled six soil test holes mostly on the S. Florence claim to test overburden conditions in the proposed tailings disposal site. A small portable percussion type penetration drill was used. The holes were logged and monitored by Thurber Consultants of Vancouver, B.C. See logs. Drilling was done on an hourly rate and the five holes to be used in this report total 17.3 metres. Hole number 8223 cannot by used for assessment purposes on the Eightytwo Group because it lies outside the group. The assessment notice filed on October 15th, 1982 should be amended to show only 5 soil testing holes totalling 17.3 metres. The Pentest drilling was done in the period May 10th to 16th,
7
8 t Proposed Tailings Pond HOLE 8 2 ~ ~ 1 Location: 7730N; 93E (approximately 5km north of adit) Bearing : Due North Dip 45O m overburden I Basalt massive but separable into several flows Interbedded, flatlying, sandstones to * conglomerates consisting of granitic material (probably Honna Formation overlain by Masset) A 2m sample was split every 10m and assayed, with results as f olloy t From To 30.48m 36m 5.521~ Assay (ounces per short ton) b 1"
9 Ttn THURBER CONSULTANTE) LTD Gbotrohnlorl Englnrrrr LOG OF TEST HOLE LOCAT'ON..Cs..&..r..Tall.~.nss......,Impoundrncn~. S i t.e L&GfYO: L PEYETRATION I b1mwi par cc & WATER CONTENT (X) ec >." RE MARKS I ' TOP Or MOLE LEV. I I I I I I MOLE W 8218 CLIENT..cin!?.l.?...oBe.r.a.f.lng...C.9.,... PROJECT.Queen Charlorte Gold Project.PATE... May 11, 1982 Portable Penetrometer METHOD... Pentes t ORlLLlNG CO... INSPECTOR.M:... E.manue LOG =?2 tt rg L Soft, dark brown, wet ORGANIC SILT I I 1 I I I h. I + s ML. ML ~oblows per iwmm L Very stiff, grey, moist + + :clayey, sandy SILT with some2' fine gravel (Till) 3 End of hole at refusal 4' 5' 6' 1 I I I I I 7
10 THURBER CONSULTANTS LTD. Qootmohniori ISnginrorr LOG OF TEST HOLE LOCATION...cs..&.. T.. T.a.%l?ngS Impoundment Site LfGfUO: Whlll cw,(#rz J WA111 LlVtl 0 Oiatuibad 0 y LlOUlO LIYII UMbslrlbsd 0 n, r.cw.tv Wp PlAtIlC LUIII SIYPLft: PtNETRATION I b1.w )w 3OOlm 1 2z RE MARKS WATER CONTENT 1%) I :z ror of MOLC fw. I 1 1 I I r % 3E Cinola Operating Co. PROJECT... gueen..ch.arlo Ttsr Malt w 8219 CLIENT... tte Sl.Q.kL;S.r.?j.e.ct... DATE... May 11 A L METHOD...P!?rt.able..p.enetro.%.ter Pen tes t ORILLING CP... INSPECTOR.?!... E.!%!n!??l.,... LOG Soft, dark brown, slightly mnist ORGANIC SILT gl rc Very dense, brown, wet l. gravelly SAND with a trace of silt and gravel 2 F 3 8 SCALE: 1:50
11 ~ 8220 DRILL 1,065 THURBER CONSULTANTS LTD Qootoohnlorl Englnoorr TEST nwt w LOG OF TEST HOLE CLIENT... Cinola Operating Co. LOCATION... CS..Cr...T..T.aiI.ings... PROJECT... l,nr.~.un. ~ n~.,.s.~~~... ~ e uee.n Ch.?rkott e Gold Project May LtGtUO: DATE... z... METHO0... Portable Penetrometer ORlLLlNC CO... Pentest INSPECTOR 8,... Em3 fi.%l... LOG. 3. Soft, brown, wet ORGANIC SILT gt 1' Very dense, brown, wet. silty clayey SAND with a. trace of gravel (Till)? Note: Fines have high plasticity 2 3' IEnd of hole at refusal 9 SCALE: 1 : 50 ""
12 THURBEFi CONblULTANTII LTP. Qrotaohnioml Englnrrrm LOG OF TEST HOLE LOCATION... CS & T Tailings CLIENT..c?.nola...oF!era.t.1nf$..C.o: ;Sm D~uQ~FG.~.~.. Site... PROJECT.queen Ch.a.flotte G.o.Ld..Projest... LEGEND: DATE... May 12 A YLTHOO... Portable Penetrometer ORIUJNG cc! Pentest L u LOG Er INSPECTOR.M... g.wn@el.. gi Loose, light brown, wet organic silty SAND 1 J Very dense, grey, wet 7 clayey, gravelly SAND (Till) 2' kr/end of hole at refusal t I I I I lo FILE NO
13 TH U R S E W C 0 N S U LTANTS LTD. Qootochnloml anginrrrr LOG OF TEST HOLE LOCATION... cs...&..t...?.?.i.11!?.%?... CLIENT.ci.n.ola..op.er?!t1n.s..co.: mp.oundnien t Site... PROJECT..Qu.eec Ch.a.rlotte Gold Project LiGfYD: DATE... May 12 * Portable Penetrometer METHOD... DRILLING C9... p.e.ntest... INSPECTOR M:... Eman.ue1... LOG E : gt Very loose, broyn, wet organic silty fine SAND 1' Very dense, grey, wet claye gravelly SAND (Till) 5' t +End of hole at refusal 3 I I I I I 1 I I I I I 1 1 I 11 L SCALE:^ : 50 FILE NP
14 r THUR6ER CON6ULTANTE LTP. Qeotochnlorl IEnglnrrrr * itar you LOCATION... cs T.. Ta1.11n8s Imxundment..Site LLGLYO: PROJLCI... ~uee.n..cha.rlotte Gold Project DATE..,... May... 12, 1982 METHOD... Port able Penetrometer "... Pentest PRlLLlNG CP... INSPECTOR M:... E.%.nue '... LOG. Firm, brow, moist fine sandy SILT with a trace. of gravel 1. i t Very stiff, brown, wet sandy silty CLAY 2' L End of hole at refusal 3' L 4' 5' c
15 ! Cost Statement: The costs for the D.W. Coates diamond drilling in the period January 13th to 28th; 1982 were $33, for 990 feet of NQ diamond drilling. This is $33.43 per foot. It is proposed to use $25.00 per foot ov $82.00 per metre for assessment purposes. Hole 82 TP was metres long and would yield an assessment credit of $8, The total cost of the Pentest work was $6, at a per metre rate of $ The five Pentest holes used for assessment purposes would give a credit of 17.3 metres times $ for $5, z The total for diamond drilling and soil test drilling is $14, to be used for assessment purposes up to $12,
16 +.A*,.*,*pr.b./ COSTS 2560 A Simpson Road, Richmond, B.C. V6X 2P9 Phone: (604) EMTERPRISES D.W. r Telex No.: DIAMOND DRILLING CONTRACTORS Cinola Operating Company Ltd. Suite Howe Street Vancouver, B.C. V6C 2T5 INVOICE NO.: JOBNO.: DATE: Feb. 9/82 RE: Port Clements, B.C. Drilling PER100: January 13 28, 1982 DRILLING DETAIL $22, MOBILIZATION DEMOBILIZATION 1, $. 3, A STANDBY TESTING 2, & TEMPORARY SHUTDOWN TRAILER RENTAL MOVTNG BETWEEN HOLES DIAMOND ARTICLES i I U 1,188.26k , (2, )$. 1, $33,104.62
17 DRILLING DETAIL COSTS Hole # Size From To Footage Rate Amount 82PL NQ PL NQ , WD NQ WD WD OO 650.OO 82WD , TP TP TP OO 1, 250.OO 82TP ,313.OO , A \ 1s
18 A Avenue, Surrey, B.C. V3S 4N7 PHONE: DATE: May 20, 1982 NAME: Thurber Consultants Ltd. P. 0. No.: ADDRESS: # Alberni Street PROJECT No.: Sandspi t ne Sites Queen Charlotti Portable Penetration Equipment : Mobilization & Demobilization Nay 10th/ hours 11th 10.0 It 12th 10.0 '' 13th th th 8.0 I1 16th 8.0 UNIT $65.00 II II II $1, Air Cargo (P.W.A.) Food Expenses Vancouver () Sandspit TOTAL $6, TERMS: NET 30 DAYS. PAY.,.... $6,662.07
19 CERTIFICATE I, Kenneth G. Sanders certify as follows: I 1. I am a professional engineer registered in the geological section of the Association of Professional Engineers of B.C. since August 8th, My residence is th Avenue, Surrey, B.C. i 3. I personally participated in the supervision of the drilling program on the North Florence and S. Florence claims in the Skeena Mining Division and which is the subject of this report. i I Kenneth G. Sanders P. Eng. January llth, 1983.,
How To Prepare A Geotechnical Study For A Trunk Sewer Project In Lincoln, Nebraska
APPENDIX B Geotechnical Engineering Report GEOTECHNICAL ENGINEERING REPORT Preliminary Geotechnical Study Upper Southeast Salt Creek Sanitary Trunk Sewer Lincoln Wastewater System Lincoln, Nebraska PREPARED
More informationFREDERICK SHERRELL LTD
FREDERICK SHERRELL LTD CONSULTING ENGINEERING GEOLOGISTS AND GEOTECHNICAL ENGINEERS 66 WEST STREET TAVISTOCK DEVON PL19 8AJ Your Ref: Our Ref: 2962.NS.JR Telephone: 01822 612915 Facsimile: 01822 617394
More informationJOHNSON STREET BRIDGE REPLACEMENT PROJECT
JOHNSON STREET BRIDGE REPLACEMENT Victoria, BC GEOTECHNICAL INVESTIGATION REPORT Prepared for: City Hall No. 1 Centennial Square Victoria, BC VW 1P Prepared by: Stantec 7 Dominion Street, Suite 5 Burnaby,
More informationFor AMAX Potash Limited Work was carried out during June 1 - July
557 9 Percussion Drilling Report on the CALEDON~A PROPERTY Claims Caledonia 1-27 incl., 29, 31, 33, Cal 1-10 incl., and Cal 14 Located 9 miles SSW of Fraser Lake Latitude 53'56" Longitude 124'54'W Omineca
More informationSoil behaviour type from the CPT: an update
Soil behaviour type from the CPT: an update P.K. Robertson Gregg Drilling & Testing Inc., Signal Hill, California, USA ABSTRACT: An initial application of CPT results is to evaluate soil type and soil
More informationFACTUAL GROUND INVESTIGATION
FACTUAL GROUND INVESTIGATION REPORT COMMERCIAL/INDUSTRIAL REDEVELOPMENT OF LAND AT STEADMAN S WELTON CUMBRIA Web: www.geoenvironmentalengineering.com Telephone: 08456 768 895 Project Ref: 2013-657 Site
More informationWashington 98102-3699, mike.bailey@hartcrowser.com
LESSONS LEARNED FROM A STONE COLUMN TEST PROGRAM IN GLACIAL DEPOSITS Barry S. Chen 1, P.E., Member, Geo-Institute and Michael J. Bailey 2, P.E., Member, Geo-Institute ABSTRACT A stone column test program
More informationSite Investigation. Some unsung heroes of Civil Engineering. buried right under your feet. 4. Need good knowledge of the soil conditions
This is an attempt to create a stand alone self learning module on site investigation. Fasten your seat belts. Sit back, relax and enjoy. 1 2 Site Investigation Some unsung heroes of Civil Engineering
More informationENCE 4610 Foundation Analysis and Design
This image cannot currently be displayed. ENCE 4610 Foundation Analysis and Design Shallow Foundations Total and Differential Settlement Schmertmann s Method This image cannot currently be displayed. Strength
More informationINTERPRETATION ADDENDUM CANADIAN MINING COMPANY INC. SUITE 2300-1066 WEST HASTINGS STREET VANCOUVER, BC V6E 3X2 3D INDUCED POLARIZATION
INTERPRETATION ADDENDUM FOR CANADIAN MINING COMPANY INC. SUITE 2300-1066 WEST HASTINGS STREET VANCOUVER, BC V6E 3X2 3D INDUCED POLARIZATION ON THE SAN BERNARDO PROJECT EL GOCHICO GRID Approximate Location:
More informationImprovement in physical properties for ground treated with rapid impact compaction
International Journal of the Physical Sciences Vol. 6(22), pp. 5133-5140, 2 October 2011 Available online at http://www.academicjournals.org/ijps ISSN 1992-1950 2011 Academic Journals Full Length Research
More informationGeotechnical Investigation Reports and Foundation Recommendations - Scope for Improvement - Examples
Geotechnical Investigation Reports and Foundation Recommendations - Scope for Improvement - Examples Prof. V.S.Raju (Formerly: Director, IIT Delhi & Professor and Dean, IIT Madras) Email: rajuvs_b@yahoo.com
More informationModule 1 : Site Exploration and Geotechnical Investigation. Lecture 4 : In-situ tests [ Section 4.1: Penetrometer Tests ] Objectives
Lecture 4 : In-situ tests [ Section 4.1: Penetrometer Tests ] Objectives In this section you will learn the following Penetrometer Tests Standard penetration test Static cone penetration test Dynamic cone
More informationTABLE OF CONTENTS 6. LABORATORY ANALYSIS 6.1 INDEX PARAMETERS 6-1 6.2 PHYSICAL PARAMETERS 6-1 6.3 CHEMICAL PARAMETERS 6-1 7.
S11187 Lind WWTP - TOC TABLE OF CONTENTS 1. CONTEXT 1.1 PROJECT CONSIDERATIONS 1-1 1.2 LOCATION 1-1 1.3 SCOPE 1-1 2. ENCOUNTERED CONDITIONS 2.1 GEOLOGIC SETTING 2-1 2.2 SURFACE CONDITIONS 2-2 2.3 SUBSURFACE
More informationKWANG SING ENGINEERING PTE LTD
KWANG SING ENGINEERING PTE LTD 1. INTRODUCTION This report represents the soil investigation works at Aljunied Road / Geylang East Central. The objective of the soil investigation is to obtain soil parameters
More informationWhat is Soil Survey?
What is Soil Survey? Soil Survey is a systematic examination, description, classification, and mapping of the soils in a given area. Brady and Weil. 1996 Who Produces Soil Survey Cooperative effort between
More informationArea No. 8 Test Pit No. 191
Area No. 8 Test Pit No. 191 Area Sierra-Yoyo-Desan Road Excavator Cat 322 B Photographs Location 43 m @ 40 degrees from TP-189 Northing 6571912 Date 03 March 2003 R4-7 Easting 0568784 Weather -17 C, Snow
More informationLABORATORY CLASSIFICATION OF SOILS FOR ENGINEERING PURPOSES
Test Procedure for LABORATORY CLASSIFICATION OF SOILS FOR ENGINEERING PURPOSES TxDOT Designation: Tex-142-E Effective Date: August 1999 1. SCOPE 1.1 This method is a system for classifying disturbed and
More informationCouncil of the City of Gold Coast
PROJECT NO. 212-10967 JULY 2014 KINGS CHRISTIAN COLLEGE EWATERING MANAGEMENT PLAN KINGS CHRISTIAN COLLEGE - STAGE 1 PIMPAMA JACOBS WELL ROA PIMPAMA Soil Surveys Engineering Pty Limited Specialists in Applied
More informationREPORT. Earthquake Commission. Christchurch Earthquake Recovery Geotechnical Factual Report Merivale
REPORT Earthquake Commission Christchurch Earthquake Recovery Geotechnical Factual Report Merivale REPORT Earthquake Commission Christchurch Earthquake Recovery Geotechnical Factual Report Merivale Report
More informationFINAL REPORT ON SOIL INVESTIGATION
FINAL REPORT ON SOIL INVESTIGATION FOR PROPOSED CONSTRUCTION AT SS-6B AREA AT HPCL VISAKH REFINERY VISAKHAPATNAM ANDHRA PRADESH J.J. ASSOCIATES(VISAKHAPATNAM) AETP(P) LIMITED #11-6-3, RockDale Layout,
More informationG-126 (Continued) MTA Westside Subway Extension Los Angeles, California. Figure: A-2.22c
LA METRO PBTUNNEL ZONE S:\131 GEOTECH\GINTW\LIBRARY MACTEC JUNE11.GLB G:\PROJECT_DIRECTORIES\43\\61_METRO_WESTSIDE_EXTENSION\6.2.3.1 GEOTECHNICAL DESIGN\3.2 ALL FIELD NOTES\GINT LOG\NEW TEMPLATE MARCH
More informationChittagong Hill Tract Development Facilities (CHTDF) United Nations Development Programme
Chittagong Hill Tract Development Facilities (CHTDF) United Nations Development Programme Main Report Deliverable 02 Sub-Surface Properties of Soil Development in Rangamati, Bandarban and Khagrachari Municipality
More informationFalcon Minerals Ltd ACN 009 256 535 Company Announcement
Falcon Minerals Ltd ACN 009 256 535 Company Announcement First Floor, 14 Outram Street, West Perth WA 6005 Telephone: +61 8 9481 3322 PO Box 913 West Perth WA 6872 Facsimile: +61 8 9481 3330 Date: 30 April
More informationCOST AND PERFORMANCE REPORT
COST AND PERFORMANCE REPORT Pump and Treat of Contaminated Groundwater at the United Chrome Superfund Site Corvallis, Oregon September 1998 Prepared by: SITE INFORMATION Identifying Information: United
More informationc. Borehole Shear Test (BST): BST is performed according to the instructions published by Handy Geotechnical Instruments, Inc.
Design Manual Chapter 6 - Geotechnical 6B - Subsurface Exploration Program 6B-2 Testing A. General Information Several testing methods can be used to measure soil engineering properties. The advantages,
More informationHAULBOWLINE, CORK STATIC CONE PENETRATION TESTS FACTUAL REPORT
HAULBOWLINE, CORK STATIC CONE PENETRATION TESTS FACTUAL REPORT CONE PENETRATION TESTS Cone resistance Local friction Porewater pressure Dissipations REPORT NO: RRM CONTRACT NO: GLOVER SITE INVESTIGATIONS
More informationCPT interpretation in marine soils less than 5m depth examples from the North Sea
CPT interpretation in marine soils less than 5m depth examples from the North Sea R. Mitchell SEtech (Geotechnical Engineers) Limited, Great Yarmouth, England S. Wootton & R. Comrie SEtech (Geotechnical
More informationINDIRECT METHODS SOUNDING OR PENETRATION TESTS. Dr. K. M. Kouzer, Associate Professor in Civil Engineering, GEC Kozhikode
INDIRECT METHODS SOUNDING OR PENETRATION TESTS STANDARD PENETRATION TEST (SPT) Reference can be made to IS 2131 1981 for details on SPT. It is a field edtest to estimate e the penetration e resistance
More informationload on the soil. For this article s examples, load bearing values given by the following table will be assumed.
How Many Piers? By Gary Collins, P.E. A clear-cut guide to helical pier spacing Introduction Helical pier spacing is not an exact science. How many does it take to support a structure adequately or repair
More informationSHAFT CONSTRUCTION IN TORONTO USING SLURRY WALLS
SHAFT CONSTRUCTION IN TORONTO USING SLURRY WALLS Vince Luongo Petrifond Foundation Co., Ltd. PROJECT DESCRIPTION The York Durham Sanitary System (YDSS) Interceptor in the Town of Richmond Hill located
More informationReport. Geotechnical Investigation Proposed Easy Access Upgrade Marrickville Railway Station Station Street, Marrickville, NSW
Pty Ltd ABN 62 084 294 762 Unit 5/39-41 Fourth Avenue, Blacktown, NSW 2148, Australia Tel : (02) 9679 8733 PO Box 1543, Macquarie Centre. North Ryde, NSW 2113 Fax : (02) 9679 8744 Report Geotechnical Investigation
More informationA study on the Effect of Distorted Sampler Shoe on Standard Penetration Test Result in Cohesionless soil
ISSN: 319-53 (An ISO 39: 00 Certified Organization) A study on the Effect of Distorted Sampler Shoe on Standard Penetration Test Result in Cohesionless soil Utpal Kumar Das Associate Professor, Department
More informationPAPAMOA EAST URBAN DEVELOPMENT PART 1 AREA LIQUEFACTION HAZARD REVIEW Technical Report
PAPAMOA EAST URBAN DEVELOPMENT PART 1 AREA LIQUEFACTION HAZARD REVIEW Technical Report Tauranga District Council Papamoa East Urban Development Strategy Part 1 Area Liquefaction Hazard Review Technical
More informationGeotechnical Investigation Test Report
Geotechnical Investigation Test Report Report No. htsc/rcd/ 3457 Dated: - 20/03/2010 Asphalt Standard Penetration Test as per IS 2131 ------------- IS 6403 Soil Job Card No - 1649 Cement Client/Department
More informationQUARTERLY REPORT HIGHLIGHTS. Three Months Ending: 30 September 2012 BUTCHERBIRD MANGANESE:
QUARTERLY REPORT Three Months Ending: 30 September 2012 ASX CODE: MZM ISSUED SHARES: 67.66M 52 WEEK HIGH: $0.80 52 WEEK LOW: $0.16 CASH ON HAND: $6.13M CONTACT: JUSTIN BROWN Managing Director +61 8 6315
More informationAPPENDIX F GEOTECHNICAL REPORT
The City of Winnipeg Bid Opportunity No. 101-2016 Template Version: C420150806 - RW APPENDIX F GEOTECHNICAL REPORT AECOM 99 Commerce Drive 204 477 5381 tel Winnipeg, MB, Canada R3P 0Y7 204 284 2040 fax
More informationCPTic_CSM8. A spreadsheet tool for identifying soil types and layering from CPTU data using the I c method. USER S MANUAL. J. A.
CPTic_CSM8 A spreadsheet tool for identifying soil types and layering from CPTU data using the I c method. USER S MANUAL J. A. Knappett (2012) This user s manual and its associated spreadsheet ( CPTic_CSM8.xls
More informationReport on Engineering Geological Investigation: Test pit logs in KwaMhlanga for RDP houses development.
Report on Engineering Geological Investigation: Test pit logs in KwaMhlanga for RDP houses development. 2012 Department of Geology GTX 713 Date Excavated: 18 April 2012 Machine: Bell 315SG Operator: Lesley
More informationGEOTECHNICAL INVESTIGATION. Adelaide Street Pollution Control Plant Outlet Structure Replacement London, Ontario
September 2013 GEOTECHNICAL INVESTIGATION Adelaide Street Pollution Control Plant Outlet Structure Replacement London, Ontario Submitted to: Mr. Simon Jeater, C.Tech., Environmental Technician Stantec
More informationStrength Determination of "Tooth-Paste" Like Sand and Gravel Washing Fines Using DMT
Strength Determination of "Tooth-Paste" Like Sand and Gravel Washing Fines Using DMT David L. Knott, P.E. and James M. Sheahan, P.E. HDR Engineering, Inc. 3 Gateway Center Pittsburgh, PA 15222-1074 Phone:
More informationVulnerability Assessment
Vulnerability Assessment VULNERABILITY As used in this report, vulnerability refers to the sensitivity of groundwater to contamination, and is determined by intrinsic characteristics of the aquifer. It
More informationproduct manual HS-4210 HS-4210_MAN_09.08 Digital Static Cone Penetrometer
HS-4210_MAN_09.08 product manual HS-4210 Digital Static Cone Penetrometer Introduction This Manual covers the measurement of bearing capacity using the Humboldt Digital Static Cone Penetrometer (DSCP).
More informationUsing Combination of SPT, DMT and CPT to Estimate Geotechnical Model for a Special Project in Turkey
Using Combination of SPT, DMT and CPT to Estimate Geotechnical Model for a Special Project in Turkey Figen Orhun Onal GE, M.Sc., Site Works Manager, Zemin Etud ve Tasarım A.Ş., Istanbul, figen.orhun@zetas.com.tr
More informationNOTES on the CONE PENETROMETER TEST
GE 441 Advanced Engineering Geology & Geotechnics Spring 2004 Introduction NOTES on the CONE PENETROMETER TEST The standardized cone-penetrometer test (CPT) involves pushing a 1.41-inch diameter 55 o to
More informationGEOTECHNICAL ENGINEERING FORMULAS. A handy reference for use in geotechnical analysis and design
GEOTECHNICAL ENGINEERING FORMULAS A handy reference for use in geotechnical analysis and design TABLE OF CONTENTS Page 1. SOIL CLASSIFICATION...3 1.1 USCS: Unified Soil Classification System...3 1.1.1
More informationRC drilling identifies high grade gold in bedrock at Pacific Dunes Corkwood Camp Scale Target
ASX Announcement 29 January 2016 Quarterly Report For the period ending 31 December 2015 ASX Code GOR ABN 13 109 289 527 Highlights Solid progress on Gruyere Pre Feasibility Study Gruyere PFS remains on
More informationINTERNATIONAL JOURNAL OF CIVIL AND STRUCTURAL ENGINEERING Volume 3, No 3, 2013
INTERNATIONAL JOURNAL OF CIVIL AND STRUCTURAL ENGINEERING Volume 3, No 3, 2013 Copyright by the authors - Licensee IPA- Under Creative Commons license 3.0 Research article ISSN 0976 4399 Reliability of
More informationources of Drinking Water
The drop on water Sources of Drinking Water Did you know that 40 per cent of Nova Scotians get their water privately from a drilled well, a dug well, or a surface water source? The other 60 per cent rely
More informationGeotechnical Measurements and Explorations Prof. Nihar Ranjan Patra Department of Civil Engineering Indian Institute of Technology, Kanpur
Geotechnical Measurements and Explorations Prof. Nihar Ranjan Patra Department of Civil Engineering Indian Institute of Technology, Kanpur Lecture No. # 13 (Refer Slide Time: 00:18) So last class, it was
More informationNEW DEVELOPMENTS AND IMPORTANT CONSIDERATIONS FOR STANDARD PENETRATION TESTING FOR LIQUEFACTION EVALUATIONS. Jeffrey A Farrar M.S.
NEW DEVELOPMENTS AND IMPORTANT CONSIDERATIONS FOR STANDARD PENETRATION TESTING FOR LIQUEFACTION EVALUATIONS Jeffrey A Farrar M.S., P E 1 ABSTRACT Standard Penetration Tests (SPT) are often used for evaluating
More informationUSE OF CONE PENETRATION TEST IN PILE DESIGN
PERIODICA POLYTECHNICA SER. CIV. ENG. VOL. 47, NO. 2, PP. 189 197 (23) USE OF CONE PENETRATION TEST IN PILE DESIGN András MAHLER Department of Geotechnics Budapest University of Technology and Economics
More information1.0 INTRODUCTION 1 2.0 SCOPE OF WORK 2 3.0 EXECUTION OF FIELD WORK 2 4.0 LABORATORY TESTS 8 5.0 FINDINGS OF THE GEOTECHNICAL INVESTIGATION 9
REPORT ON GEOTECHNICAL INVESTIGATION FOR LPG MOUNDED STORAGE AT VISAKHA REFINERY, MALKAPURAM, VISAKHAPATNAM (A.P) FOR HINDUSTAN PETROLEUM CORPORATION LIMITED CONTENTS SR.NO. DESCRIPTION PAGE NO. 1.0 INTRODUCTION
More informationCaltrans Geotechnical Manual
Cone Penetration Test The cone penetration test (CPT) is an in-situ sounding that pushes an electronic penetrometer into soil and records multiple measurements continuously with depth. Compared with rotary
More informationSoil Behavior Type using the DMT
Soil Behavior Type using the DMT Peter K. Robertson Gregg Drilling & Testing Inc., Signal Hill, CA, USA. E-mail: probertson@greggdrilling.com Keywords: Soil Behavior Type, CPT, DMT ABSTRACT: The most promising
More informationFundamentals of CONE PENETROMETER TEST (CPT) SOUNDINGS. J. David Rogers, Ph.D., P.E., R.G.
Fundamentals of CONE PENETROMETER TEST (CPT) SOUNDINGS J. David Rogers, Ph.D., P.E., R.G. Cone Penetration Test CPT soundings can be very effective in site characterization, especially sites with discrete
More information1.- L a m e j o r o p c ió n e s c l o na r e l d i s co ( s e e x p li c a r á d es p u é s ).
PROCEDIMIENTO DE RECUPERACION Y COPIAS DE SEGURIDAD DEL CORTAFUEGOS LINUX P ar a p od e r re c u p e ra r nu e s t r o c o rt a f u e go s an t e un d es a s t r e ( r ot u r a d e l di s c o o d e l a
More informationHEAVY CONSTRUCTION & MINING
HEAVY CONSTRUCTION & MINING Photo top: NACG currently owns and operates two Hitachi EX8000 hydraulic shovels in the Alberta oil sands. With its 85 ton capacity bucket, these shovels have the ability to
More informationSNC-Lavalin Inc. Montcalm Wastewater Pumping Station Upgrades - Geotechnical Report. October 2011
SNC-Lavalin Inc. Montcalm Wastewater Pumping Station Upgrades - Geotechnical Report October 2011 SNC-Lavalin Inc Montcalm Wastewater Pumping Station Upgrades - Geotechnical Report Table of Contents 1.0
More informationMethod Statement FOR. Soil Investigation
Method Statement FOR Soil Investigation PREPARED BY JUNE 2010 Infratech ASTM CO., LTD. TABLE OF CONTENTS Chapter Title Page Table of Contents..1 List of Appendix... 2 List of Table... 2 List of Figures...
More informationSTATIC CONE PENETRATION TEST CPT1
Report No:CPT STATIC CONE PENETRATION TEST CPT Cheked by: Date: / / Cone Resistane, q [ MPa ] Frition Ratio, R [ % ]........... Sleeve Frition, s [ MPa ]..... MADE GROUND (Very dense sand) MADE GROUND
More informationIngeniería y Georiesgos Ingeniería Geotécnica Car 19 a Nº 84-14 of 204 ; TEL : 6916043 E-mail: igr@ingeoriesgos.com
The plot below presents the cross correlation coeficient between the raw qc and fs values (as measured on the field). X axes presents the lag distance (one lag is the distance between two sucessive CPT
More informationA. Modified Unified Classification System for Field Classification of Soil
Field Classification of Soil Using the USCS CVEEN 6340 Page 1 of 12 I. General A. Modified Unified Classification System for Field Classification of Soil Soil descriptions given in this lecture are based
More informationSOIL AND GROUNDWATER MANAGEMENT PLAN For Site Located at 420 South Avenue Rochester, New York NYSDEC Spill No. 1000563 PREPARED FOR: PREPARED BY:
SOIL AND GROUNDWATER MANAGEMENT PLAN For Site Located at 420 South Avenue Rochester, New York NYSDEC Spill No. 1000563 PREPARED FOR: FLOWER CITY MANAGEMENT & DEVELOPMENT THE MEDICAL ARTS BUILDING (USGBC
More informationUNDERPINNING OF NEW STUDENT HOUSING BUILDING USING MICROPILES, NORTH CAROLINA USA
UNDERPINNING OF NEW STUDENT HOUSING BUILDING USING MICROPILES, NORTH CAROLINA USA John R. Wolosick, P.E.,D.GE 1, Michael W. Terry, P.E. 2, W. David Kirschner 3 and Robert F. Scott Jr. P.E. 4 SYNOPSIS In
More informationGeotechnical Testing Methods II
Geotechnical Testing Methods II Ajanta Sachan Assistant Professor Civil Engineering IIT Gandhinagar FIELD TESTING 2 1 Field Test (In-situ Test) When it is difficult to obtain undisturbed samples. In case
More informationGold Mining Camps in the Canadian Shield
Gold Mining Camps in the Canadian Shield James Bay, Québec An emerging Top 10 Mining Camp Gold Mining Camps in the Canadian Shield CANADIAN SHIELD RR GL Hemlo CANADA Detour KL GOLD DEPOSITS JAMES BAY,
More informationThe Role of Groundwater in Alberta s Tight Water Supply Environment. Ken Baxter, M.Sc., P.Geol. Dan R. Brown, M.Sc., P.Geol.
The Role of Groundwater in Alberta s Tight Water Supply Environment Ken Baxter, M.Sc., P.Geol. Dan R. Brown, M.Sc., P.Geol. The Role of Groundwater in Alberta s Tight Water Supply Environment Outline Importance
More informationODOT/OSU collaboration on the development of CPT Capabilities for use in Ohio Transportation Projects
CPT Cone Penetration Testing ODOT/OSU collaboration on the development of CPT Capabilities for use in Ohio Transportation Projects Presented by: Jason Ross, Staff Engineer, BBC&M Engineering, Inc. Kirk
More informationInstrumented Becker Penetration Test for Liquefaction Assessment in Gravelly Soils
Instrumented Becker Penetration Test for Liquefaction Assessment in Gravelly Soils Mason Ghafghazi 1, PhD, PEng. Jason DeJong 2, Professor Department of Civil and Environmental Engineering University of
More informationAPPENDIX B CHARACTERIZATION OF SOILS AT TEST SITES
APPENDIX B HARATERIZATION OF SOILS AT TEST SITES A.1 LAMBTON FAILITY 2015 ANNUAL LANDFILL REPORT BIOMONITORING PROGRAM pendix B haracterization of Soils at Test Sites pendix B HARATERIZATION OF SOILS
More informationHighway 23 Paynesville Richmond Soils Borings, Soils Tests, and Reporting
Highway 23 Paynesville Richmond Soils Borings, Soils Tests, and Reporting MnDOT Contract No. 1003249 General Project Overview This work is located along Trunk Highway (TH) 23, for State Project (SP) 7305-124.
More informationAnirudhan I.V. Geotechnical Solutions, Chennai
Anirudhan I.V. Geotechnical Solutions, Chennai Often inadequate In some cases, excess In some cases, disoriented Bad investigation Once in a while good ones Depends on one type of investigation, often
More informationGUIDELINES FOR GEOTECHNICAL SITE INVESTIGATIONS IN RHODE ISLAND FINAL REPORT
GUIDELINES FOR GEOTECHNICAL SITE INVESTIGATIONS IN RHODE ISLAND FINAL REPORT RIDOT Study - 0103 March 30, 2005 Christopher D. P. Baxter, Ph.D., P.E. 1 Matthew Page 1 Aaron S. Bradshaw 1 Mike Sherrill,
More informationMineral Titles Online 1.1.1 - Print Payment Receipt http: //www.mtonline. gov.bc. ca/mto/j sp/printapprovedreceipt.j sp? t... Payment Receipt Service Provided: Mineral Tenure Operation Date: Aug 15, 2006
More informationINSITU TESTS! Shear Vanes! Shear Vanes! Shear Vane Test! Sensitive Soils! Insitu testing is used for two reasons:!
In-situ Testing! Insitu Testing! Insitu testing is used for two reasons:! To allow the determination of shear strength or penetration resistance or permeability of soils that would be difficult or impossible
More informationQueensland Mining Corporation L I M I T E D. Maiden JORC Resources Estimate for Horseshoe Copper Deposit, Duck Creek, South Cloncurry District
ASX Release 12 October 2012 Maiden JORC Resources Estimate for Horseshoe Copper Deposit, Duck Creek, South Cloncurry District Total mineral resource at Duck Creek Project area of 960,000t @ 1.47% Cu (0.2%
More informationPreventing Basement Flooding
Preventing Basement Flooding Perry Lindquist Land Resources Manager Waukesha County Dept. of Parks & Land Use Waukesha County Storm Water Workshop April 10, 2013 Presentation Outline Background Case study
More informationPavements should be well drained both during and upon completion of construction. Water should not be allowed to pond on or near pavement surfaces.
Project No. 208-8719 January, 2009 Ref: 2-8719BR Anthony Hudson - Broadscale Geotechnical Investigation - Proposed Commercial Development - 52 Old Pacific Highway, Pimpama Page 32 iii) Pavements should
More informationOpen Channel Flow in Aquaculture
SRAC Publication No. 74 Southern Regional Aquaculture Center March 1995 PR VI Open Channel Flow in Aquaculture J. David Bankston, Jr. 1 and Fred Eugene Baker Open channel flow of water has been used in
More informationproduct manual 08.09 H-4210A PORTABLE STATIC CONE PENETROMETER
08.09 product manual H-4210A PORTABLE STATIC CONE PENETROMETER PORTABLE STATIC CONE PENETROMETER GENERAL INFORMATION The H-4210A Static Cone Penetrometer is an unparalleled device for measuring soil consistency.
More informationGeotechnical Investigation using Standard Penetration Test (SPT) in Rangamati, Bandarban and Khagrachari Towns
1. Introduction 1.1 Scope of Work The Asian Disaster Preparedness Centre (ADPC) is implementing the project Seismic Hazard and Vulnerability Mapping for Rangamati, Bandarban and Khagrachari Municipality.
More information23 Royal Avenue London. Geotechnical Assessment Report. Report No. LW25247. September 2014
23 Royal Avenue London Geotechnical Assessment Report Report No. LW25247 September 2014 Report prepared for the benefit of: Builtain Ltd Unit 8, Tempo House 15 Falcon Road London SW11 2PJ Document Control
More informationKrasny license: Operational update September 2015
Kopy Goldfields AB (publ) Press release 15/2015 Stockholm, September 10, 2015 Krasny license: Operational update September 2015 Kopy Goldfields AB (publ) ( Kopy Goldfields or the Company ) hereby provides
More informationFoundation Code compliance and Best Practices By Michael Coello
Foundation Code compliance and Best Practices By Michael Coello Background Graduated cum laude in 1992 with a Bachelor of Science degree in finance from University of Wisconsin - Parkside Started poured
More informationA case study of large screw pile groups behaviour
Jongerenforum Geotechniek 5 juni 2015 A case study of large screw pile groups behaviour Alice Manzotti Content of the presentation 2 Introduction General soil conditions at the site Foundation design -
More informationCone Penetration Testing in Geotechnical Practice. Tom Lunne Peter K. Robertson John J.M. Powell
Cone Penetration Testing in Geotechnical Practice Tom Lunne Peter K. Robertson John J.M. Powell BLACKIE ACADEMIC & PROFESSIONAL An Imprint of Chapman & Hall London Weinheim New York Tokyo Melbourne Madras
More informationPILE FOUNDATIONS FM 5-134
C H A P T E R 6 PILE FOUNDATIONS Section I. GROUP BEHAVIOR 6-1. Group action. Piles are most effective when combined in groups or clusters. Combining piles in a group complicates analysis since the characteristics
More informationMinnesota Department of Natural Resources \mn_dnr \mn_dnr\spatial \mn_dnr\tabular \mn_dnr\metadata
INDEX OF GIS SPATIAL DATA, TABULAR DATA, AND METADATA ASSOCIATED WITH REPORT 380, AGGREGATE RESOURCE POTENTIAL PARTS OF NORTHERN ST. LOUIS AND LAKE COUNTIES, MN. Project of the Minnesota Department of
More informationHow To Design A Foundation
The Islamic university - Gaza Faculty of Engineering Civil Engineering Department CHAPTER (2) SITE INVESTIGATION Instructor : Dr. Jehad Hamad Definition The process of determining the layers of natural
More informationSILVERCORP INTERCEPTS 18.8 METRES TRUE WIDTH GRADING 368 G/T SILVER AND 1.78 PERCENT LEAD AT THE LM MINE WEST, YING MINING DISTRICT, CHINA
NEWS RELEASE Trading Symbol: TSX: SVM NYSE: SVM SILVERCORP INTERCEPTS 18.8 METRES TRUE WIDTH GRADING 368 G/T SILVER AND 1.78 PERCENT LEAD AT THE LM MINE WEST, YING MINING DISTRICT, CHINA VANCOUVER, British
More informationFinancial and Operating Highlights through and subsequent to March 31, 2016: Completion of Flow-Through Share Financing
VANCOUVER, BRITISH COLUMBIA--(Marketwired - Jun 17, 2016) - Pure Gold Mining Inc. (TSX VENTURE:PGM) ("Pure Gold" or the "Company") is pleased to announce financial results and operating highlights for
More informationNEWS RELEASE NOT FOR DISSEMINATION IN THE UNITED STATES OR FOR DISTRIBUTION TO U.S. WIRE SERVICES
Suite 250, 1075 West Georgia Street Vancouver, BC, Canada V6E 3C9 Tel: 1.778.373.0102 Fax: 1.604.434.1487 NEWS RELEASE NOT FOR DISSEMINATION IN THE UNITED STATES OR FOR DISTRIBUTION TO U.S. WIRE SERVICES
More informationFor personal use only
Investigator Resources Limited Date: 7 th February 2012 up to 2.25% Ag at the new Paris prospect in South Australia First assays received for new drilling on Paris Line 7 with all three holes assayed returning
More informationMCLAREN VALE PWA GROUNDWATER LEVEL AND SALINITY STATUS REPORT 2009 10
MCLAREN VALE PWA GROUNDWATER LEVEL AND SALINITY STATUS REPORT 2009 10 SUMMARY 2009 10 The McLaren Vale PWA is located approximately 35 km south of Adelaide. It is a regional-scale resource for which groundwater
More informationSLOPE AND TOPOGRAPHY
SLOPE AND TOPOGRAPHY What are Slope and Topography? Slope and topography describe the shape and relief of the land. Topography is a measurement of elevation, and slope is the percent change in that elevation
More informationEquivalent CPT Method for Calculating Shallow Foundation Settlements in the Piedmont Residual Soils Based on the DMT Constrained Modulus Approach.
Equivalent CPT Method for Calculating Shallow Foundation Settlements in the Piedmont Residual Soils Based on the DMT Constrained Modulus Approach. Paul W. Mayne, PhD, P.E., Professor, Geosystems Engineering
More informationF January 20 Mar, c 2 h 01 1, 2 2 012
F March 1, 2012 January 20, 2012 Forward Looking Statements This presentation contains forward looking statements that are subject to a number of known and unknown risks, uncertainties and other factors
More informationPacifico set to commence drilling at Borroloola West Project and co-funding secured from NT Government
CORPORATE DIRECTORY Managing Director Simon Noon Directors Richard Monti (Chairman) Peter Harold (Non-exec.) Andrew Parker (Non-exec.) Company Secretary Joshua Ward Patrick Holywell Registered office Level
More informationRIDDARHYTTAN RESOURCES PRESS RELEASE August 11, 2003
1 RIDDARHYTTAN RESOURCES PRESS RELEASE August 11, 2003 New drill holes in the Suurikuusikko area, Finland, have further intersected high gold grades over considerable widths, increasing the depth extent
More information