2019-05-08_GENERAL DOCUMENTS - M1987090 ‎(2)‎

• Permit No: M1987090
• IBM Index Class Name: General Documents
• Doc Date: 5/8/2019
• Doc Name Note: Paulene Pit Project
• Doc Name: IMP Closeout Files
• From: DRMS
• To: DRMS
• Media Type: D
• Archive: No

specifically state the actions to be taken by CONTRACTOR, including crew and
subcontractor(s) order to address the safety concern.
Measurement and Payment
There will be no measurement for payment. Payment for this Task will be reflected in a lump
sum quote under Task 2.0 on the Bid Schedule. This lump sum quote will cover all costs for
developing and implementing the Project Safety Plan or SHEAP, including writing and revising
the plan as required, provision and maintenance of safety equipment, conduct of daily safety
meetings and all other items necessary and incidental to meeting the specifications of this task
and of the Project Safety Plan or SHEAP. Payment shall be made as this task is completed and
approved by the PROJECT MANAGER. Payment for this task will be made only on the final
(before retainage) invoice.
TASK 3.0 BERM CONSTRUCTION
The CONTRACTOR shall construct an earthen berm along a portion of the eastern boundary of
the old permit area as directed by the PROJECT MANAGER to prevent storm water from
crossing the county road (see Figure 2).
The berm will range between zero feet to three feet(0 ft-3.0 ft)dem(depending on topography
between two hills) so that the top of the berm will be a minimum height of two and one-half feet
(2.5 feet) above the bottom elevation of the central culvert under the county road north of the
berm location. Approximate dimensions of the berm will be one hundred and ninety feet(190
feet) long by twenty feet(20 feet)wide at the top, with no slopes greater than 3(h):I(v) (see
Figure 3). It is estimated that three hundred and seventy cubic yards (370 cubic yards)of
material will be needed.
Placed material shall be compacted with mechanical compaction techniques approved by the
PROJECT MANAGER. Thorough compaction shall consist of a minimum of two (2)passes
over all areas so that the marks overlap one another. Equipment shall be tracked forward in a
single pass and return along the same path.
A stockpile of overburden material is located on-site approximately four hundred feet(400
feet)from the berm location that can be used construction material. If available, larger sized
material will be placed along the western side of the berm to armor against erosion.
Measurement and Payment
No measurement for payment shall be made for berm construction. Payment will be lump sum
for Task 3.0 on the Bid Schedule. The price bid for berm construction will cover all costs for
completing the activities required under this Task. Payment shall be as this task is completed and
approved by the PROJECT MANAGER. Such payment shall be considered full compensation
for all labor,materials, equipment,transportation and all other items and materials necessary and
incidental to the completion of Task 3.0.
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