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2008-10-08_REVISION - M2006080 (7)
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2008-10-08_REVISION - M2006080 (7)
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Last modified
6/16/2021 5:48:19 PM
Creation date
5/26/2011 8:17:06 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M2006080
IBM Index Class Name
REVISION
Doc Date
10/8/2008
Doc Name
Slurry Wall Constr. Rpt.- Pt.2,Compass Daily Field Rpts.
From
Loveland Ready-Mix Concrete
To
DRMS
Type & Sequence
TR1
Media Type
D
Archive
No
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DAILY FIELD REPORT <br />Project Loveland Ready Mix Slurry Wall Report No. 22 <br />Location Larimer County, Colorado Date 7 April 2008 <br />Client Compass Environmental, Inc. Page 1 of 2 <br />Contractor Compass Environmental, Inc. File No. 107021-001 <br />Weather Lt. Snow/Rain/ Sunny Temperature 40's F <br />I. CONTRACTOR'S ACTIVITIES: <br />Contractor Start Work 0700 hrs <br />Contractor Stop Work 1800 hrs <br />Top of Backfill Slope at Start 36+50 <br />To of Backfrll Sloe at Stop -36+50 <br />Toe of Backfill Slope at Start 38+10 <br />Toe of Backfrll Slope at Stop 38+50 <br />Last Completed Set at Start 38+10 <br />Last Completed Set at Stop 38+90 <br />Verified Area of Excavated Alluvium and Bedrock (Dail) 3,240_Sq. Ft._^ <br />Total Area Excavated To Date 34,380 S q. Ft. <br />Excavator Type Komatsu PC800 <br />Fresh Slurry Made Yes <br />FIELD REPRESENTATIVE'S ACTIVITIES: <br />Quality Control Number of <br />Samples Location or Batch # Comments <br />Bentonite Slurry - As-Mixed 1 37+40 <br />Bentonite Slurry - In Trench 2 38+40,38+80 <br />Backfill (Slump, Density) 1 36+50 <br />Backfrll (Gradation) 1 36+40 <br />Backfrll (Permeability) -- -- Next Permeability will be taken around 40+00 <br />Verified Clean AM Backfrll <br />Sloe and Bottom of Key Yes 38+10 through 38+40 Trench cleaned to bottom of key prior to next <br />excavation set. <br />Verified Depth To Bedrock <br />and Key Yes 38+10 to 38+90 <br />1. GS recorded water level below ground surface at STAs 60+00, 70+00, and 39+50. All three were excavated between 8 ft <br />and 10 ft deep through clayey overburden down to sandy/gravel stratum. <br />Ground water results as recorded from ground surface: <br />39+50: - 8 ft <br />60+00: - 6.5 ft <br />70+00: -9 ft <br />2. 1230 to 1400 hrs, Compass places mats and grades working platform due to soft area due to irrigation ditch. <br />3. Performed quality control testing on slurry and backfill. GS observed backfill and excavation operations. Other tests <br />performed yielded results in general accordance with project specifications. Test results were reported to At of <br />Compass. Prepared Daily Field Report and updated slurry wall data spreadsheet. <br />ATTACHMENTS: None <br />Field Representative(s) <br />Greg Snyder <br />Time on/off site Total <br />0700/1700 10 <br />Distribution: Jeff Sallas; file
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