Attachment 2 Sugar Creek Drawings.pdf
PDF 2 MB Posted
- Attached to
- EWP Streambank Stablization Braxton County, West Virginia Federal contract opportunity
- Solicitation number
- 12FPC325B0001
About this file
These are engineering drawings prepared under the Emergency Watershed Protection Act by the Natural Resources Conservation Service (NRCS) for an obstruction removal project at Sugar Creek in Braxton County, West Virginia. The four-page document includes a location map, site plan view, and typical channel bottom configuration, detailing a stream restoration project with specific construction requirements. Key technical specifications include removing approximately 25 cubic yards of debris, establishing access points from Camp Road, maintaining positive drainage, creating a 1-foot subchannel with irregular bottom configuration, and ensuring minimal downstream environmental impact during excavation. The project involves careful stream access, traffic control, road maintenance, and proper disposal of excess materials, with precise GPS coordinates noted at N 38.683092, W 80.813561.
Construction notes emphasize restoration of access roads, fence repair, soil decompaction, and environmentally sensitive stream work practices. The drawings specify that the contractor must minimize downstream impacts, keep excavator tracks elevated above flowing water, establish diversion berms, comply with West Virginia Department of Highways guidelines, and dispose of trash, tires, and woody debris at approved landfills. The project is part of the April 2024 Flood Event Obstruction Removal effort, with the NRCS representative overseeing field implementation and final approval of work line and grade.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| S01 12FPC325B0001 Amend 3.pdf | ||
| S01 12FPC325B0001 Amend 2.pdf | ||
| Braxton County Job Showing QA - JCW-6-26-2025.docx | DOCX document | |
| Attachment 4 Wage determination.txt | TXT text file | |
| S01 12FPC325B0001 Amend 1.pdf | ||
| Attachment 1 Combined Specs.pdf | ||
| Attachment 3 Braxton County EWP Drawings.pdf | ||
| S01 12FPC325B0001.pdf | ||
| Attachment 1 Saltlick Creek - FULL SPECS.pdf | ||
| Attachment 4 Braxton Co EWP-Sites12_OHW_updated.pdf | ||
| Attachment 2 Sugar Creek EWP - FULL SPECS.pdf | ||
| Attachment 5 Wage determination.txt | TXT text file |
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Text version
CONSTRUCTION NOTES
1. Access roads shall be restored to pre-construction condition or better.
2. All fences removed and/or damaged as a result of the contractor's operations shall be restored to a condition equal to or better than they existed before the start of work.
3. Soil compacted as a result of construction operations shall be loosened for a depth of 6-inches below the compacted soil layer and re-graded to blend with existing ground.
4. Provide sub-channel as shown on Typical Channel Bottom Configuration drawings.
5. While working in the stream all efforts will be made to reduce downstream impacts including keeping the excavator tracks elevated above flowing water. A diversion berm shall be established at the top of each stream access point to minimize surface water from flowing toward the stream.
6. Site access shall be off the main road and shall be in accordance with all West Virginia Department of Highways rules and guidelines. The contractor shall provide signage and flagmen for traffic control as required.
7. Excess material from the excavation and obstruction removal shall be wasted off-site in accordance with all local, state, and federal regulations and as approved by the NRCS representative in the field.
8. Trash, tires, and woody debris within the work limits shall be disposed of off-site in an approved landfill. The contractor shall be responsible for the landfill tipping fees.
9. The contractor shall maintain the cleanliness of public and private roads impacted by hauling operations during the duration of the work.
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Sugar Creek EWP.dwg
Drawing No.
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SUGAR CREEK
N 38.683092° W 80.813561°
SU
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25 CY OF DEBRIS
TO BE REMOVED FROM SITE
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EXISTING STREAMBANK
TOE OF SLOPE
CONSTRUCTION LIMITS
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ACCESS POINT FROM ROAD
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