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2003-07-11_REVISION - M1980244
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2003-07-11_REVISION - M1980244
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Last modified
6/15/2021 5:49:50 PM
Creation date
11/21/2007 1:19:51 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1980244
IBM Index Class Name
Revision
Doc Date
7/11/2003
Doc Name
Phase IV PSSA Area Cert Report
From
DMG
To
Cripple Creek & Victor Gold
Type & Sequence
AM8
Media Type
D
Archive
No
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June 24, 2003 -i- 003-2203.7 <br />• TABLE OF CONTENTS <br />1.0 INTRODUCTION <br />1.1 Project Description .................................................................................. ............................ l <br />1.2 Construction Quality Assurance/Quality Control ................................... ............................2 <br /> 1.2.1 CQA Monitoring of Earthworks ..................................................... ............................2 <br /> 1.2.2 CQA/CQC Monitoring of Geosynthetics Installation ..................... ............................4 <br />1.3 Project Coordination ............................................................................... ............................4 <br /> 1.3.1 Daily Construction Summary Reports ............................................. ...........................5 <br /> 1.3.2 Weekly Construction Summary Reports ........................................ ............................ 5 <br />1.4 Project Specifications .............................................................................. ............................5 <br />1.5 Record Survey Documentation ................................................................ ........................... 6 <br />1.6 Certification Boundary ............................................................................. ...........................7 <br />1.7 Items Not Covered in Phase Nb PSSA Certification Report ................. ............................7 <br />2.0 SUMMARY OF EARTHWORK CONSTRUCTION ........................... ..........................8 <br />2.1 Underground Workings Remediation ...................................................... ...........................9 <br /> 2.1.1 Remediation of Shafts, Stopes, and Shallow Surface Pits ............... .........................10 <br /> 2.1.2 Remediation of Laterals/Inclines/Adits ........................................... .........................ll <br />2.2 Underdrains .............................................................................................. .........................11 <br /> 2.2.1 Primary Underdrain ......................................................................... .........................11 <br /> 2.2.2 Secondary Underdrain ..................................................................... .........................12 <br />2.3 Leak Detection System ............................................................................ .........................12 <br />2.4 Site Grading ............................................................................................. .........................13 <br />2.5 Subgrade Preparation ............................................................................... .........................13 <br />2.6 Soil Liner Fill ........................................................................................... .........................13 <br />2.7 Bedding Fill .............................................................................................. .........................14 <br />2.8 PSSA Composite Liner System ............................................................... ......................... IS <br />2.9 Low Volume Solution Collection System ................................................ .........................16 <br />2.10 High Volume Solution Collection System ............................................... .........................16 <br />2.1 1 Select Drain Cover Fill ............................................................................ .........................18 <br />2.12 Drain Cover Fill ....................................................................................... .........................18 <br />3.0 GEOSYNTHETICS INSTALLATION .................................................. ........................19 <br />3.1 Underdrains .............................................................................................. .........................19 <br />3.2 Leak Detection Trench ............................................................................. .........................19 <br />3.3 PSSA Liner System .................................................................................. .........................20 <br />3.4 Underground Workings Geogrid .............................................................. .........................21 <br />3.5 High Volume Solution Collection System Riser Foundation .................. .........................21 <br />4.0 EARTHWORK CQA TESTING AND MONITORING ....................... ........................22 <br />4.1 Results of Laboratory Soils Testing ........................................................ ..........................22 <br /> 4.1.1 Grain Size Distribution .................................................................... .........................23 <br /> 4.1.2 Moisture Content ............................................................................. .........................24 <br /> 4.1.3 Atterberg Limits ............................................................................... .........................25 <br /> 4.1.4 Proctor Compaction Tests ............................................................... ..........................25 <br /> 4.1.5 Permeability Tests .......................................................................... ..........................26 <br />• 4.1.6 Bulk Specific Gravity ..................................................................... ..........................26 <br />4.2 Field Testing and Monitoring ................................................................. ..........................26 <br />emo¢zonoaomFmCeneSSaasw~oouzo3.aaooA~n+aRep.a« Golder Associates <br />
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