B.08._MRL-Item-615L_AM0004 PLANS_C-108_Attach 2of4.pdf
PDF 681 KB Posted
- Attached to
- Bolivar County, Mississippi, FC/MR&T, EBMRL, Seepage Remediation, Francis to Round Lake, Item 615-L
- Solicitation number
- W912EE26RA005
About this file
This is an engineering plan and section document for a seepage remediation project on the East Bank Mississippi River Levee in Bolivar County, Mississippi. The document, prepared by the U.S. Army Corps of Engineers Vicksburg District, depicts the borrow area layout and cross-section for the Francis to Round Lake segment (Item 615-L) of the project.
The plan shows a borrow area access route with material available for borrow up to 10 feet in depth, identified along Wildcat Slough. The document includes a borrow area plan (D1) with aerial imagery showing the project location, boundaries marked as "Right of Way," and associated drainage areas. The accompanying cross-section (A1) illustrates the existing ground profile and the depth of material available for extraction, with slope ratios of 1V:4H noted. The design was completed in November 2025 and amended in January 2026 (Amendment 004), with the contract number listed as W912EE26RA005. Personnel credited include C. Huerta (designer and preparer), C. Bankston (checker), and D. Wallace (reviewed by). The drawing is designated as Sheet 5 of a larger plan set and serves as reference documentation for construction activities related to levee seepage remediation efforts.
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Text version
A1 C-108
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D1 C-109
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11+60.22 R/W
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R/WR/WR/WR/WR/W
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STA.a210+00
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EXISTING BASELINE
BORROW AREA
ACCESS ROUTE
PROPOSED STORAGE AREA (SUBJECT TO CHANGE)
WILDCAT SLOUGH
615-17-23B 615-18-23B
615-20-23B
615-21-23B
615-23-23B 615-24-23B 615-25-23B
615-27-23B 615-28-23B
615-29-23B 615-30-23B
L12
615-4-22U
615-17.22C
615-18.22C
615-19.22C
615-20.22C
615-36.23C
615-37.23C
615-38.23C
615-39.23C
615-40.23C
615-56.23C
615-57.23C
615-58.23C
615-59.23C
615-60.23C
ELEVATION 149.0
1V:4H
1V :4
H
EXISTING GROUND
RIGHT OF WAY
RIGHT OF WAY
20 FT 30 FT
CENTERLINE OF FARM ROAD
20 FT CROWN AND 1V:3.5H SIDE SLOPES
CROWN ELEVATION 1.5 FT ABOVE EXISTING GROUND
10'
MATERIAL AVAILABLE FOR BORROW
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C-108
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D1 BORROW AREA PLAN
SCALE: 1"=200'
A1 BORROW AREA CROSS SECTION
SCALE: 1"= 50'
400'0 200'
50' 100'0
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| 615-L - C-108 |
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