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2003-02-19_REVISION - M1980244
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2003-02-19_REVISION - M1980244
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Last modified
6/15/2021 5:49:51 PM
Creation date
11/21/2007 3:39:18 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1980244
IBM Index Class Name
Revision
Doc Date
2/19/2003
Doc Name
Summary No. 10
From
Golder Associates
To
DMG
Type & Sequence
AM8
Media Type
D
Archive
No
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Phase IVb Weekly Summary No. 19 Page 3 003-2203 <br />• Phase IVc <br />Ames performed no construction activities in the Phase IVc area during this reporting period. <br />Field Monitorine and Testing Activities <br />Golder observed construction activities associated with Phase IV earthworks. All construction <br />materials and soil materials placed were verified as suitable, and construction methods were in <br />accordance with project specifications. <br />Golder observed dewatering of LVSCF in the Phase IVb PSSA sump afrer rainfall flooded the area. <br />Golder also monitored the dewatering of the HVSCS sump prior to placement of the HVSCS riser <br />base plates. <br />Golder observed the placement of the riser base plates onto the floor of the upper geomembrane of <br />the Phase IVb PSSA sump. Golder verified placement of the geotextile, geomembrane, geosynthetic <br />clay liner, cellular foam, and conveyor belting prior to placement of the steel plates, as per project <br />plans. Golder also observed the placement of the connecting 26-inch perforated HVSCS primary <br />piping between the base plates as shown in the project plans. <br />Golder observed construction of the Leak Detection Trench in Phase IVb for trench dimension (1' <br />wide by 1' deep), slope (minimum 1%), materials, geomembrane and pipe placement, and geotextile <br />• overlap. <br />Golder visually observed the placement of DCF in the Phase IVb PSSA area. Golder CQA monitors <br />(one monitor per dozer when dozers aze greater than 50 fr apart) observed DCF placement and <br />verified minimum thickness of 2 feet for finish grade, 4 feet for HVSCS primary pipe locations, and <br />10 feet for haul road construction. <br />Golder observed anchor trench excavation in the Phase IVb PSSA and OSA for proper location and <br />dimension (2' wide by 3' deep). Anchor trench excavation met or exceeded the requirements of the <br />specifications. Golder observed anchor trench backfill in the Phase IVb PSSA for lifr thickness and <br />compaction. <br />Golder observed placement, compaction, and moisture conditioning of SLF in the Phase IVb OSA <br />for subgrade preparation, thickness, compaction, moisture content, and materials. Golder CQA <br />monitors performed nineteen nuclear moisture-density tests (SLNb-103 through SLNb-121), two <br />nuclear moisture-density re-tests (SLNb-106a, and 107a), and five depth verification checks (SLDb- <br />73 through SLDb-77) on SLF placed within the Phase IVb OSA. The tests performed met the <br />requirements of the specifications and the nuclear moisture-density results summary is presented in <br />Attachment B. <br />Golder observed geomembrane deployment, documenting ambient air temperature, panel <br />dimensions, thickness, seaming, tie-in overlap, and seam testing (trial seams, pressure, vacuum, and <br />destructive). Geomembrane placed in the Phase IVb PSSA and in the Phase IVb OSA met the <br />• project specifications. <br />PhvelW l9 huy?5-hGyll Y003.doc GOlder ASSOC18teS InO. <br />
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