A21 - NOFE-AMDT0002-W912PM23B0018-BACK-SOUND-DREDGING-Tech-Summary.pdf

PDF 990 KB Posted

Attached to
Back Sound to Lookout Bight Maintenance Dredging Federal contract opportunity
Solicitation number
W912PM23B0018
Issued by
Department of the Army Corps of Engineers Engineering District Wilmington

About this file

This technical summary document provides details for Amendment 0002 to Solicitation Number W912PM23B0018 for maintenance dredging services in Back Sound to Lookout Bight. The amendment revises drawing CN105 to display the full extent of submerged aquatic vegetation limits for the "Sandbag Island" bird island placement area. Dredged material will be placed along the north and northeast side of "Sandbag Island" using proposed geotextile tubes approximately 15 feet wide, 50 feet long, and 5 feet high, as shown on the revised drawing. Ground truth investigation of submerged aquatic vegetation was performed in November 2022. The contract will be awarded by the Department of the Army Corps of Engineers Wilmington District.

View the file

Other files for this federal contract opportunity

Show all 18

On GovTribe

Work with this file on GovTribe

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

Solicitation # W912PM23B0018 Date: 20-OCTOBER-2023 Project Title – BACK SOUND TO LOOKOUT BIGHT MAINTENANCE DREDGING Amendment No. 0002

P a g e 1 | 1

SUMMARY OF CHANGES

1. CHANGES TO SPECIFICATIONS.

A. No change to Specifications.

2. CHANGES TO DRAWINGS. Attached hereto are [new and revised] drawing sheets.

A. REVISED DRAWINGS (ISSUED).

a. CN105 – "SANDBAG ISLAND" BIRD ISLAND PLACEMENT AREA

i. Replace sheet in entirety per bidder inquiry/Amendment. Drawing revised to display full SAV limits.

…end of summary…

-7+50

-7+00

-6+00

-5+00

-4+00

-3+00

-2+00

-1+00

0+00

1+00

2+00

3+00

4+00

5+00

6+00

7+00

8+00

9+00

10+00

11+00

12+00

12+47.20

SSF

SSF

SSF

SSF

SSF

SSF

SSF

SSF

SSF

SSF

SSF

SS

F

SSF

CONSTRUCTION LIMITS

APPROXIMATE TOE OF FILL

SEAWARD EDGE OF BERM

ELEV. +15' (NAVD88)

225'

CONSTRUCTION BASELINE

SUB-AQUATIC VEGETATION

(SAV)

GROUND TRUTHED

SAV PERIMETER

N: 346,399.4 E: 2,742,527.2

N: 346,459.2 E: 2,742,678.5

N: 346,456.5 E: 2,743,011.1

N: 346,274.2 E: 2,743,292.0

N: 346,103.4 E: 2,743,442.4

N: 345,821.8 E: 2,743,481.7

N: 345,522.3 E: 2,743,492.4

N: 345,388.9 E: 2,743,395.5

N: 345,265.5 E: 2,743,205.5

N: 345,235.3 E: 2,743,085.7

N: 345,274.9 E: 2,743,025.2

N: 345,514.5 E: 2,742,836.1

N: 345,750.1 E: 2,742,677.2

N: 346,085.4 E: 2,742,456.3

N: 346,258.6 E: 2,742,426.3

N: 346,331.2 E: 2,742,447.1

N: 346,490.8 E: 2,742,854.0

APPROXIMATE GEOTEXTILE TUBE PLACEMENT

APPROX. DIMENSIONS: 15'W x 50'L x 5'H

APPROX. 75 TOTAL FOR SINGLE LAYER

N: 346,541.0 E: 2,742,067.5

N: 345,511.3 E: 2,742,928.6

N: 345,067.9 E: 2,743,170.0

N: 345,584.3 E: 2,742,867.6

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

SU

BM

IT

TE

D B

Y:

C H

EC

KE

D B

Y:

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

IS

SU

E D

AT

E:

SI

ZE

M

AR

K

D

ES

C R

IP

TI

O N

D

AT

E

SHEET ID

C

BS

-0 4-

C N

5_

SA

N

D

BA

G _I

SL

AN

D .D

W G

J.

C

AR

TE

R

T.

K

N

IG

H T

T.

K

N

IG

H T

T.

M

U R

PH

Y

PR

O

PO

SE

D D

ES

IG

N "S

AN

D

BA

G

IS

LA

N D

BI

R D

IS

LA

N D

P

LA

C

EM

EN

T

AR

EA

CN105

US Army Corps of Engineers

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

W

IL

IM

IN

G

TO

N D

IS

TR

IC

T

D

AR

LI

N G

TO

N

A

VE

W

IL

M

IN

G

TO

N , N

O R

TH

C

AR

O

LI

N

A

TB

D

SE

PT

EM

BE

R

D R

AW

IN

G C

O D

E

FI

LE

N

AM

E:

AN

SI

D

W

2P M

B0

BA

C

K

SO

U N

D T

O L

O O

KO

U

T

BI

G H

T M

AI

N

TE

N

AN

C

E D

R

ED

G

IN

G C

AR

TE

R

ET

C O

U N

TY

, N

O R

TH

C

AR

O

LI

N

A

R

TA

GENERAL SHEET NOTES

1. SEE SPECIFICATION SECTION 01 57 19, PARAGRAPH EROSION AND SEDIMENT

CONTROL MEASURES FOR "SANDBAG ISLAND" FOR MONITORING

REQUIREMENTS DURING PLACEMENT OPERATIONS FOR BIRD ISLAND

PLACEMENT.

2. DREDGED MATERIAL IS TO BE PLACED ALONG THE NORTH & NORTH EASTERN

SIDE OF "SANDBAG ISLAND". SEE SPECIFICATION SECTION 35 20 23,

PARAGRAPHS "ISLAND PLACEMENT", "SANDBAG ISLAND PLACEMENT AREA",

"DREDGED MATERIAL PLACEMENT PLACEMENT PLAN", AND SHEET CN501 FOR

DETAILS ON DISPOSING DREDGED MATERIAL.

3. GEOTEXTILE TUBES SHOWN ARE FOR PRELIMINARY PURPOSES. THEY SHALL

BE SIZED AND INSTALLED IN ACCORDANCE WITH MANUFACTURES

RECOMMENDATIONS AND SPECIFICATION SECTION 31 05 19.13.

4. CROSS SECTIONS CAN BE FOUND ON SHEETS CN301 & CN302.

5. THE SIDE SLOPES SHALL HAVE A NATURAL SLOPE, BUT SHALL NOT EXTEND

PAST A SLOPE RATIO OF 4H:1V DUE TO DREDGED MATERIAL

CHARACTERISTICS. ANY SLOPE GREATER THAN THIS HAS THE POTENTIAL FOR

FAILURE..

6. GROUND TRUTH INVESTIGATION FOR SUBMERGED AQUATIC VEGETATION (SAV)

PERFORMED NOV. 2022.

7. FOR THE PURPOSE OF THIS CONTRACT THE TERM BIRD ISLAND AND SANDBAG

ISLAND ARE USED INTERCHANGEABLY.

LEGEND

CONSTRUCTION LIMITS

TOP OF BERM

TOE OF FILL

PROPOSED GRADE SLOPE &

DIRECTION

SUB- AQUATIC VEGETATION

(SAV)

SCALE: 1"=100'

TOP OF BERM

ELEV. = +15' (NAVD88)

EXISTING GROUND

4 MAX.

PROPOSED FILL

TYPICAL BIRD ISLAND PLACEMENT DETAIL

N.T.S.

GEOTEXTILE TUBE

Feet 0 100 200

PROPOSED GEOTEXTILE TUBE

SSF SSF PROPOSED TURBIDITY CURTAIN

AM

EN

D

M

EN

T

2, A

D

JU

ST

ED

V

IE

W

PO

R T

TO

S

H O

W S

AV

L

IM

IT

S

O C

T

AMDT0002 TECHNICAL SUMMARY CHANGES
CN105_Sandbag_Island_AMD002

File details come from the government source that posted it. Updated .