W921BU25BA009-DwgsAM0001.pdf

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W912BU25BA009 - Indian River Inlet Beach Renourishment
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W912BU25BA009
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This document is a technical drawing (Sheet C-104) from the U.S. Army Corps of Engineers Philadelphia District depicting the Indian River Inlet Ebb Shoal Borrow Area Plan for a beach nourishment project in Sussex County, Delaware. The plan shows two primary borrow areas (Area A and Area B) with specific coordinates, bathymetric contours, and vibracore sampling locations for sand extraction. Key technical notes specify that dredging must begin in Area A and continue until all material is removed to the specified depth before moving to Area B, with an allowable one-foot overdepth. The soundings represented are from Class 1 surveys conducted in July 2024, using NAVD 88 vertical reference and NAD 83 Delaware State Plane horizontal reference. The drawing includes precise coordinate data for multiple point locations and provides a scale and north arrow for geographic orientation.

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Text version

PERMITTED BORROW AREA

AREA A

AREA B

KHV-103

KHV-105

KHV-104

KHV-230

KHV-231

AREA NOT AVAILABLE

FOR CONTRACT

AREA NOT AVAILABLE

FOR CONTRACT

COORDINATES

POINT NUMBER

NORTHING

222524.4

222836.5

221275.4

220963.6

222704.5

221179.7

221166.1

222682.9

221119.5

221816.3

222271.1

EASTING

759312.7

764643.8

764794.8

759462.9

762388.3

763158.5

762925.8

762019.8

762128.9

761745.7

761061.3

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NOTES:

1. THE SOUNDINGS DEPICTED ON THIS MAP REPRESENT THE RESULTS OF

CLASS 1 SURVEYS CONDUCTED IN JULY 2024 AND CAN ONLY BE

CONSIDERED AS INDICATIVE OF THE BATHYMETRY AS IT EXISTED AT

THAT TIME.

2. VERTICAL REFERENCE - NAVD 88.

NOOA TIDAL EPOCH- 1983 - 2001

3. HORIZONTAL REFERENCE - NAD 83 DELAWARE STATE PLANE, ZONE 0700,

U.S. FOOT.

4. THE POSITIONS OF THE AIDS TO NAVIGATION ARE PROVIDED FOR

INFORMATION ONLY, AND SHOULD NOT BE USED FOR NAVIGATION.

5. VIBRACORE LOGS AND SIEVE CURVES FOR THE VIBRACORES SHOWN ON

THIS PLAN CAN BE FOUND IN THE SPECIFICATIONS.

6. DREDGING SHALL BEGIN IN THE INDIAN RIVER INLET EBB SHOAL

BORROW AREA A. THE CONTRACTOR SHALL DREDGE ALL MATERIAL TO

THE MAXIMUM DEPTH WITH AN ALLOWABLE ONE FOOT OVERDEPTH.

DREDGING IN THE INDIAN RIVER INLET EBB SHOAL BORROW AREA A

SHALL BE CONTINUOUS UNTIL ALL MATERIAL HAS BEEN REMOVED TO

THE SPECIFIED DEPTH OF THAT BORROW AREA PRIOR TO MOVING TO

BORROW AREA B.

NORTH

PLAN

0200' 200'100' SCALE: 1" = 200'-0"A1 PLAN - IRI EBB SHOAL - BORROW AREAA1 PLAN - IRI EBB SHOAL - BORROW AREA a

Sheets and Views
C-104 IRI EBB SHOAL - BORROW AREA PLAN

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