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2012-02-13_HYDROLOGY - C1980007
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2012-02-13_HYDROLOGY - C1980007
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Last modified
8/24/2016 4:48:33 PM
Creation date
2/13/2012 3:04:55 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1980007
IBM Index Class Name
Hydrology
Doc Date
2/13/2012
Doc Name
4th Quarter 2011 Quarterly Pond Inspection Report (Emailed)
From
Mountain Coal Company
To
DRMS
Permit Index Doc Type
Sediment Pond Inspections
Email Name
JRS
Media Type
D
Archive
No
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Q 21-1111, <br />CONSULTING GEOTECHNICAL ENGINEERS AND MATERIAL TESTING <br />DAILY FIELD REPORT - FIELD DENSITY TESTS <br />Date: Thursday, OcV1312011 Arrive Time: 10:30 AM <br />Depart Time: <br />Project Name: RPE Weather: Clear <br />Project Number: M11001MT <br />Client: Mountain Coal Company <br />General Contractor: <br />Specialty Contractor: High Country <br />Equipment <br />Source of Fill Material: Wash Plant <br />Temp: <br />Client Representative: <br />Supervisor: <br />Specialty Superintendent or Foreman: Andy Pavlisick <br />Plans and Specs: <br />Prepared by: Dat <br />tractor's Equipment Used: Dozers, excavator, loader, haul truck, vibratory sheepsfoot compactor <br />L am be rt an A ssoc ia tes E quipm ent Used - M <br />Test Results w Verball Give On - Site to: <br />Expected Conditions Observed: Yes <br />CPN Serial Number or Unit Number: <br />18 <br />Unexpected Conditions Observed: No <br />Unusual Conditions Observed: No <br />yes, who w as contacted? <br />)Ilow -up from Prior Visit: <br />for Next Visit: <br />personnel contacted on -site: nameffirm <br />Retests Performed: <br />Retests Needed: <br />Notes: <br />I performed nuclear field density tests as requested by Andy Pavlisick of material being placed for fill at the Refuse Pile <br />Expansion. Andy showed the technician the area that was prepared and ready for testing. Lambert and Associates <br />technician chose the test locations within the area that was ready for testing. Please refer to the these results sheets <br />for approximate test locations and test results. The test results indicate only the relative compaction and soil moisture <br />content of the material tested at the elevation and location tested at the time of our site visit. Moisture content samples <br />were obtained. <br />bert and Associates Technician: Hayes <br />
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