Tim Malone Chris Johnson Project_Final 12-15-2017-TIM MALONE HILLSIDE.pdf
PDF 2 MB Posted
- Solicitation number
- RFB 785 1900000540 2
- Issued by
- Nelson County, Phelps CDP, Kentucky
About this file
This is a project site plan document, likely prepared by or for a state or local government agency, detailing remediation and restoration work for a hillside area with historical mining or subsurface disturbance. The project involves backfilling and sealing multiple exposed portals, collapsed areas, and fractures at the site using on-site materials. Key work requirements include filling all exposed portals and fractures with available site material, backfilling depressions and collapsed sections, conducting a thorough survey of the hatch boundary for additional fractures with subsequent sealing as needed, and final grading and drainage of all disturbed areas to natural drains. Additionally, a ditch must be reconstructed along the toe of backfilled areas with a minimum two-foot bottom width and 1.5-foot depth, with final specifications to be directed by the engineer.
The document does not contain explicit information regarding pricing terms, contract duration, funding sources, set-asides, response deadlines, or other contractual and financial details. The work appears to be design-phase documentation focused on technical specifications and site conditions, with the engineer designated as the authority for directing field implementation and verifying compliance with the stated requirements.
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Text version
O
L
D
S l i d e
D
N
T
D
I
S
T
U
R
B
OLD REFUSE
AREA - DO NOT
DISTURB
COLLASPED
PORTAL- BACKFILL
EXISTING-FRACTURES
BACKFILL
DEPRESSION-BACKFILL
NOTE- ALL EXPOSED PORTALS
AND/OR FRACTURES TO BE FILLED
WITH MATERIAL ON SITE
EXISTING PORTAL-CLOSED
COLLASPED
PORTAL-
BACKFILL
EXISTING PORTAL
CLOSED
NOTE- ALL DISTURBED AREAS SHALL BE
FINAL GRADE AND DRAINED TO NATURAL
DRAINS
NOTE-HATCH BOUNDARY WILL BE
CHECKED FOR ADDITIONAL FRACTURES
AND BE SEALED IF FOUND
Note: IN ALL AREAS THAT ARE
BACKFILLED, RECONSTRUCTED A
DITCH ALONG THE TOE OF THE
BACKFILLED AS DIRECTED BY THE
ENGINEER. MININMUM 2 FOOT
BOTTOM WIDTH - 1.5 FOOT DEPTH
File details come from the government source that posted it. Updated .