1304_BFI_CMSLandfillV_MSWLF_2015PartClosureCQARev_DIN27562_20160524

BLEINC.
Charlotte Motor Speedway Landfill V CQA Report
2015 Partial Closure Construction BLE Project No. J15-6452-09
Photograph No. 1: Proposed partial closure area prior to construction.
Photograph No. 2: Stripping and removing vegetation and topsoil on the proposed partial closure
area.
BLEINC.
Charlotte Motor Speedway Landfill V CQA Report
2015 Partial Closure Construction BLE Project No. J15-6452-09
Photograph No. 3: Exposed base liner anchor trench along east partial closure area boundary.
Photograph No. 4: Using off-road articulated CAT 740B truck to proof-roll closure area
foundation soils.
BLEINC.
Charlotte Motor Speedway Landfill V CQA Report
2015 Partial Closure Construction BLE Project No. J15-6452-09
Photograph No. 5: Using CAT CS-563E smooth drum roller to compact and smooth the
foundation soils on the partial closure area prior to deployment of geomembrane.
Photograph No. 6: Deployment of 40-mil textured LLDPE geomembrane.
BLEINC.
Charlotte Motor Speedway Landfill V CQA Report
2015 Partial Closure Construction BLE Project No. J15-6452-09
Photograph No. 7: Double fusion welding panel seams for 40-mil textured LLDPE geomembrane.
Photograph No. 8: Performing an air pressure test of a double fusion weld panel seam.
BLEINC.
Charlotte Motor Speedway Landfill V CQA Report
2015 Partial Closure Construction BLE Project No. J15-6452-09
Photograph No. 9: Extrusion welding the tie-in seam of cap geomembrane to the existing base
liner geomembrane at the toe of the closure.
Photograph No. 10: Extrusion welding the upper section of a gas extraction well pipe boot.
BLEINC.
Charlotte Motor Speedway Landfill V CQA Report
2015 Partial Closure Construction BLE Project No. J15-6452-09
Photograph No. 11: Vacuum box testing the extrusion weld tie-in seam to the existing base liner
geomembrane.
Photograph No. 12: Deployment of geocomposite drainage media (GDM) over 40-mil textured
geomembrane.
BLEINC.
Charlotte Motor Speedway Landfill V CQA Report
2015 Partial Closure Construction BLE Project No. J15-6452-09
Photograph No. 13: Zip-ties being installed to connect the geonet seams of the GDM.
Photograph No. 14: Using sewing method to connect the adjacent upper geotextile seams of the
GDM.
BLEINC.
Charlotte Motor Speedway Landfill V CQA Report
2015 Partial Closure Construction BLE Project No. J15-6452-09
Photograph No. 15: Using off-road articulated 40-ton truck to haul and place protective cover to
construct 5-foot thick haul road.
Photograph No. 16: LGP dozer spreading protective cover soils at the toe of the slope.
BLEINC.
Charlotte Motor Speedway Landfill V CQA Report
2015 Partial Closure Construction BLE Project No. J15-6452-09
Photograph No. 17: Wrapping and tying the GDM around the 4-inch perforated corrugated plastic
pipe to collect drainage from the GDM uphill of a proposed tack-on berm. Upper edge covered
with 6 osy nonwoven geotextile leistered to the GDM geotextile.
Photograph No. 18: Installation of 24-inch diameter corrugated plastic pipe down drain. Backfill
compacted with walk behind compactors.
BLEINC.
Charlotte Motor Speedway Landfill V CQA Report
2015 Partial Closure Construction BLE Project No. J15-6452-09
Photograph No. 19: Using excavator and LGP dozer to construct the side slope drainage berms.
Photograph No. 20: Installing double-sided erosion control matting on side slope drainage berm.
BLEINC.
Charlotte Motor Speedway Landfill V CQA Report
2015 Partial Closure Construction BLE Project No. J15-6452-09
Photo No. 21: Completed section of erosion control matting over partial closure area.
Photo No. 22: Completed Sediment Pond No. 1
BLEINC.
Charlotte Motor Speedway Landfill V CQA Report
2015 Partial Closure Construction BLE Project No. J15-6452-09
Photo No. 23: North partial closure area after seeding and matting installation
Photo No. 24: South partial closure area view from the southeast corner of Sediment Pond No. 1,
prior to seeding and matting installation