B.08._MRL-Item-615L_AM 0004 PLANS_C-602_Attach 3of4.pdf
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- 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 document is a Civil Tabulations sheet containing disposition and station tables for a seepage remediation project on the East Bank Mississippi River Levee in Bolivar County, Mississippi. The project, designated as Item 615-L and titled "Francis to Round Lake," is being managed by the U.S. Army Corps of Engineers, Vicksburg District, under Contract No. W912EE26RA005. The sheet was updated as part of Amendment 004, issued January 1, 2026, and amended after advertised C-602.
The 615-L Disposition Table identifies 21 points of interest (PL Name) with their geographic coordinates (Northing and Easting), elevations, physical descriptions, and required disposition actions. Features include three cattle guards, an 18-inch culvert, six fence sections, two piezometers, a telephone post, underground electrical line, a shoot cutting to elevation 154 feet, and seven wells. Disposition codes indicate whether items are to be removed (R), do not disturb (D), installed (I), or replaced (RP), with timing classifications specifying actions prior to construction (A), concurrent with berm/levee construction (B), and responsible parties (contractor, owner, or others). The 615-L PI Table provides 14 pipeline intersection points with specific station locations ranging from Station 21+12.45 to Station 325+38.49, supporting the overall seepage remediation design and construction planning.
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Text version
615-L DISPOSITION TABLE
PL NAME
CATG-1
CATG-2
CATG-3
CULV-1
FNC-1
FNC-2
FNC-3
FNC-4
FNC-5
FNC-6
PZ-1
PZ-2
UTL-1
UTL-2
WCS-1
WELL-1
WELL-2
WELL-3
WELL-5
WELL-6
WELL-7
NORTHING
1,656,618.20
1,670,367.71
1,665,026.57
1,665,055.74
1,667,313.13
1,656,664.64
1,655,412.82
1,655,022.77
1,653,715.18
1,653,422.47
1,670,457.44
1,670,545.83
1,664,963.81
1,656,725.41
1,659,939.99
1,668,305.12
1,668,216.13
1,668,124.51
1,669,155.98
1,669,254.32
1,670,599.16
EASTING
2,136,523.41
2,134,447.85
2,136,087.87
2,136,491.36
2,136,074.74
2,136,775.07
2,136,721.99
2,136,337.27
2,136,670.13
2,136,276.23
2,134,386.90
2,134,599.18
2,136,554.77
2,136,840.27
2,138,896.90
2,135,745.67
2,135,782.94
2,135,820.79
2,135,393.11
2,135,353.44
2,134,889.98
ELEVATION
187.323
191.780
191.486
154.000
154.225
156.636
152.042
148.986
152.683
105.000
186.730
168.500
154.772
156.378
149.000
156.243
156.945
157.072
157.500
157.040
154.730
DESCRIPTION
CATTLE GUARD
CATTLE GUARD
CATTLE GUARD
18" CULVERT
FENCE
FENCE
FENCE
FENCE
FENCE
FENCE
PIEZOMETER
PIEZOMETER
TELEPHONE POST
UNDERGROUND ELECTRICAL
SHOOT CUTTING TO EL. 154 FT
WELL
WELL
WELL
WELL
WELL
WELL
DISPOSITION
R-A-3
R-A-3
R-A-3
RP-1
R-B-3
D
R-B-3
D
R-B-3
D
D
D
D
D
I-B-1
D
D
D
D
D
D
DISPOSITION LEGEND
(I) TO BE INSTALLED
(D) DO NOT DISTURB
(R) TO BE REMOVED
(RP) TO BE REPLACED
(A) PRIOR TO CONSTRUCTION
(B) CONCURRENT WITH CONSTRUCTION OF BERM/LEVEE
(1) BY CONTRACTOR
(2) BY OWNER
(3) BY OTHERS
615-L PI
TABLE
PL NAME
PI-1
PI-1-A
PI-2
PI-2-A
PI-2-B
PI-3
PI-4
PI-4-A
PI-4-B
PI-5
PI-5-A
PI-7
PI-8
PI-8-A
STATION
STA. 21+12.45
STA. 70+17.40
STA. 75+14.68
STA. 100+58.3
STA. 103+22.04
STA. 105+44.70
STA. 160+00.59
STA. 185+71.30
STA. 187+64.51
STA. 190+65.50
STA. 213+21.11
STA. 232+98.69
STA. 259+48.83
STA. 325+38.49
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