REV15278

• Permit No: M1980244
• IBM Index Class Name: Revision
• Doc Name: RELEVANT SECTIONS FROM FINAL REPORT CRESSON PROJECT QUALITY ASSURANCE MONITORING AND TEST RESULTS
• Type & Sequence: TR33
• Media Type: D
• Archive: No

CONTRACTOR shall repair all weather related damage to Soil Liner Fill
surfaces or other portions of the Work that have or have not been covered
by geomembrane, at no additional cost io CC&V.
If any moisture is allowed to collect under the geomembrane prior to or
after final seaming and softens the Soil Liner Fill, the geomembrane shall
be removed and CONTRACTOR shall recondition and recompact the Soil
Liner Fill to meet all placement and trimming SPECIFICATIONS, at no
additional cost io CC&V.
16. CONTRACTOR shall remove all hubs and survey stakes in the Soil Liner Fifl
and backfill all holes with MANAGER and CER7IFYING ENGINEER
approved moisture-conditioned Soil Liner Fill or bentonite. Compact with a
Proctor hammer or other suitable device that will achieve a kneading type
of compaction and will achieve the required density.
17. CONTRACTOR shall verify the final thickness of Soil Liner Fill to determine
compliance with this SPECIFICATION. Thickness verification shall be
performed at a minimum frequency of two measurements per acre using a
soil coring device, unless directed otherwise by MANAGER.
CONTRACTOR shall record as part of the as-built documentation the
location, elevation, and thickness of each Soil Liner Fill verification test.
COA Monitor will witness all verification measurements. CONTRACTOR
shall backfill all holes with MANAGER and CERTIFYING ENGINEER
approved moisture-conditioned Soil liner Fill compacted with a Proctor
hammer or other suitable device that will achieve a kneading type of
compaction and will achieve the required density, or bentonite. Areas
with deficiencies shall be reworked by CONTRACTOR, until acceptable
measurements are obtained at no additional cast to CC&V.
18. If tests indicate the Work does not meet the requirements of the
SPECIFICATIONS, MANAGER and CERTIFYING ENGINEER will establish
the extent of the nonconforming area. The nonconforming area shall be
reworked by CONTRACTOR until acceptable test results are obtained at no
additional cost to CC&V
19. Prior to any geosynthetics being placed on Soil Liner Fill, the area will be
tested by COA Monitor. No geosynthetics will be allowed to be placed on
frozen material, as defined in Section 3.06, without the area in question
being retested by the COA Monitor.
G. Drain Cover Fill
Drain Cover Fill shall be placed over the geomembrane in the locations
shown on the DRAWINGS.
2. Prior to placing tha Drain Cover FiII, CONTRACTOR shall verify by visual
inspection that the underlying geosynthetics are free of holes, tears,
wrinkles, ar foreign objects. MANAGER and CEFtTIFY1NG ENGINEER will
inspect tha geosynthetic for wrinkles prior to placement of Drain Cover Fill.
As instructed by MANAGER, CONTRACTOR shall 'work out' wrinkles to
the satisfaction of MANAGER and CERTIFYING ENGINEER prior to
placement of the Drain Cover Fill. In all cases, wrinkles shall not be of a
size that they could fold back on themselves. Wrinkles greater than one
foot shalt be removed and repaired by the INSTALLER.
Section 02200 Page 13 of 15 March Z, 1999
Earthworks Golder Assodafes Revision 6