**Per Addendum 1 the bid date has been extended from 10/25/23 to 10/31/23** The project consists of a shallow, medium-sized slide, extensive mud and drainage around and under home, threat of large trees falling towards home from slide area and drainage issues on the existing mining bench above. The project is located in Perry County, within the Krypton Quad and PU #0402. Directions to the site are as follows: From the junction of KY-80 / Morton Blvd (Shell Gas Station), continue to travel past Morton Blvd and take Exit 59 to KY-15 N ramp to Jackson. Turn left at light onto KY-15 N and travel 5.1 miles to Jefferson Heights/El Dorado Lane on right. Top of slide can be accessed from El Dorado Lane at coordinates 3720'28.5238"N, 8315'53.9725"W. Hignite residence and toe of slide can be accessed from Jefferson Heights Road at coordinates 3720'23.1988"N, 8315'52.0534"W. The Hignite residence is located at 114 Jefferson Heights Road, Hazard Ky 41701. Mr. Hignite can be reached at (606) 436-5531 on his cell. In total, the construction limits will consist of approximately three and a half (3.5) acres. One (1) acre within the slide, one (1) acre within the waste area, one (1) acre within the access road and ditch area and a half (0.5) an acre, which will incorporate disturbed areas around the house, garage and driveway. All other seeding will utilize the AML General Reclamation Mixture found in the Standard Specifications on page A-6. Revegetation activities shall be completed within the recommended seeding window found on page A-5. Any seeding activities outside of this window must be approved by the Branch Manager. Site preparation will be utilized on three (3) acres, which will include one (1) acres of slide and two (2) acres of waste area, access road and ditch excavation area. The area around the home will not require any site prep. Excavator hours can be used to explore the slope and transition area to determine rock depth prior to slide excavation. The project includes one (1) waste area approximately one (1) acre in size and located along an existing mine bench, above the home. An existing dirt road runs parallel to the base of the highwall. Some trees have grown within the road and may need to be removed, but most are small in diameter. Trees and brush will be windrowed off to the side. A subdrain will be installed at the base of the highwall to alleviate existing drainage issues and daylight into an adjacent natural drain where a 4' F.B. Class III ditch will be installed. Excavated material will be placed against the highwall and graded at a 2:1 slope. The existing access road will be left in place for the landowner but may need to be moved accordingly, after waste material is backfilled. An ECB diversion ditch will be installed at the top of the transition zone and along the disturbed access road. It will daylight into the installed Class III ditch at whatever elevation is determined by the onsite Engineer during construction. Location may vary depending on final grade. Silt bales will be installed at multiple locations within the work limits. Silt fence will be installed between the strip-to-rock area and the mobile home. A temporary type B silt trap will be installed at the furthermost end of the installed Class III ditch to capture sediment during construction. Upon project completion, the silt trap will be removed and used to armor the ditch outlet.