2013-07-11_REPORT - M1980244

• Permit No: M1980244
• IBM Index Class Name: REPORT
• Doc Date: 7/11/2013
• Doc Name: Weekly CQA Report: 6/15/13, 6/22/13, and 6/29/13.
• From: CC&V
• To: DRMS
• Email Name: TC1
• Media Type: D
• Archive: No

Secondary Underdraln:
No work was performed on the
A total of 1380 feet of
Primary Underdrain:
No work was performed on the
A total of 1280 feet of Primary t
Temporary Underdrain:
An amec field representative of
temporary underdrain pipe was
Underdrain Ponds:
Concrete for the underdrain Poi
Tree /Slash Clearing, Chippir
Seed Masters paused operation
B) Underground Workings
Confirmatory drilling complete
spaced on 4( + / -) foot centers
During this reporting period no i
During this reporting period re
U6037, No. 06160, No. U61&
refusal into rock varying depths
in 2 foot loose lifts to approxin
and 'bucket tamped" with the
material, ice and snow and are
C) Highway 67
Fill continues to be placed
western downstream slope of
II) Storm Water Management
Best Management Practices
ACTIVITIES:
I) Field Activities: Construction a
embankment fill placement and cor
are field tasks performed during this
II) Laboratory Activities: Laboi
Moisture- Density, gradations and
this reporting period as required.
?condary underd in during this reporting period.
1,
underdrain has been completed.
underdrain
has
the fusing
I thru the i
luring this reporting period.
completed.
placement of the temporary underdrain pipe on June 19d, The
nkment per plans during this reporting period.
are complete, no other work was performed.
until further
during the repor ng period on UG Working No. U6136. All drill
drilled to specified depth.
was performed.
�
diation efforts w re performed and completed on UG working No. U6(
No. U6163, No. U6164 and No U6165. Sites listed were excavated to I
.pending on the w6king remediated. The site for each working was then b
e planned subgrade elevation using the onsite structural fill (excavated r
rck of the CAT 330 excavator bucket. All backfill material was free of
nsidered remediated as specified
compacted by mlcethod specification. A GPS dozer was observed
embankment. j
1
IP) are being performed.
were
No.
the
ities and obseniabon for underground working remediation efforts, H 67
action, temporaryiunderdrain pipe placement, topsoil removal and field sampling
)orting period as required per project specifications.
I
testing continued with Permeability, Particle Size Distribution, Atierberg Limits,
ial classification and identifications and material sampling were perform4 during
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