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2003-01-21_REVISION - M1998013 (4)
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2003-01-21_REVISION - M1998013 (4)
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Last modified
6/15/2021 2:56:13 PM
Creation date
11/21/2007 10:08:29 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1998013
IBM Index Class Name
Revision
Doc Date
1/21/2003
Doc Name
DRAFT Slurry Wall Construction Specifications
From
Tetra Tech
To
DMG
Type & Sequence
AM1
Media Type
D
Archive
No
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DIVISION 2 -SITE WORK <br />SECTION 02168 -SLURRY WALL CONSTRUCTION <br />PART1-GENERAL <br />1.01 SLURRY TRENCH CUT-OFF <br />The work consists of famishing all plant, labor, equipment, and materials and of performing all <br />operations as required to construct the slurry trench cut-off wall. <br />A low permeability slurry trench cut-off wall shall be constructed to the lines, grades, and cross- <br />secfions as indicated on the drawings. The trench shall have essentially vertical walls, a <br />minimum width of 24 inches, and shall extend through the foundation materials and into the <br />bedrock. A generalized description of the overburden through which the slurry trench cut-off is <br />to be excavated is indicated by geologic cross-sections included in the Drawings. <br />PART 2 -MATERIALS <br />2.01 SLURRY <br />Slurry shall consist of a stable colloidal suspension of bentonite in water and shall be controlled <br />in accordance with the most current API Standazd 13B, "Standazd Procedure for Testing Drilling <br />Fluids," and the following requirements: <br />A. At the Gme of introduction of the slung into the trench, the slurry shall be a mixture of <br />not less than 12.5 pounds per barrel (42 gallons) of bentonite and water. Additional <br />bentonite may be required depending on the hardness and temperature of the water and <br />the quality of the bentonite. The slurry shall have a minimum apparent viscosity of 40- <br />seconds reading through a Marsh Funnel Viscosimeter, a maximum filtrate loss of 30 <br />cubic centimeters in 30 minutes at 100 psi, and a pH of not less than 8. <br />B. The slurry mixture in the trench will have a unit weight not less than 64 pcf (1.03 gm/cc), <br />not greater than 87 pcf (1.40 gm/cc), or as approved by the Engineer. <br />C. The slurry mixed with backfill material shall be either slurry taken from the trench or <br />slurry meefing the requirements of slurry introduced into the trench. <br />2.02 BENTONITE <br />Bentonite used in preparing slurry shall be pu]verized (powder) premium grade sodium cation <br />montomorillonite and shall meet the most current API Standazd 13A, "API Specification for Oil- <br />Well Drilling -Fluid Materials." <br />2.03 WATER <br />Fresh water, free of excessive amounts of deleterious substances that adversely affect the <br />properties of the slurry shall be used to manufacture bentonite slurry. It is the responsibility of <br />the Contractor that the slurry resulting from the water shall always meet the standazds of this <br />Specification. <br />Draft -Technical Specifications <br />01/99 Section 02168 -Page 1 of 5 <br />
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