5 - SHC23 00 90 01 Attachment J - 2017 Grain Size Analysis Full Report.pdf

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Maintenance Dredging of Sandy Hook Channel, New York Harbor, Federal Navigation Project.
Solicitation number
W912DS23B0011
Issued by

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This document summarizes the results of a grain size analysis conducted for the U.S. Army Corps of Engineers' proposed maintenance dredging of the Sandy Hook Channel in New York Harbor. The analysis involved taking sediment core samples from nine locations within the channel and analyzing the grain size distribution of composite samples from each location. The dredging project will remove approximately 200,000 cubic yards of primarily sandy and gravelly material from the channel to restore it to the authorized depth of 35 feet below MLLW plus a 2-foot overdepth allowance. Dredged material will be placed in the Sea Bright Offshore Borrow Area or at an upland site provided by the contractor. The solicitation for the dredging contract is expected to be available in June 2023 with a bid opening in July and contract award in August. The contractor must commence work within 5 days of notice to proceed and complete dredging within 32 days, maintaining a production rate of at least 8,000 cubic yards per day. Liquidated damages of $2,693 per day will be assessed for delays in project completion. The work is estimated to cost between $1 million and $5 million.

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Source: Esri, DigitalGlobe, GeoEye, i-cubed, USDA, USGS, AEX, Getmapping, Aerogrid, IGN, IGP, swisstopo, and the GIS User Community

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Aqua Survey Inc.

469 Point Breeze Rd.

Flemington, NJ 08822 Tel: (908) 788-8700 Fax: (908) 788-9165 www.AquaSurvey.com

© OpenStreetMap (and) contributors, CC-BY-SA µ

Note:

ASI Project: 37-018 Coordinate System:

State Plane NAD 83 New Jersey US Survey Foot

US Army Corps of Engineers NY District Sandy Hook Channel

Sample Locations

0 2,000 4,000 6,000 8,0001,000

Feet

Figure 1: Site Map

Table 1 DGPS Coordinates

Location Northings Eastings

1 599306.2 617607.1

2 598992.2 618580.3

3 598738.4 619547.9

4 600886.4 629406.1

5 601007.8 629630.7

6 597375.3 640856.2

7 596780.3 641612.0

8 596092.5 642484.7

9 595459.6 643345.1

Table 2 Sample Identification and Compositing Scheme

Sample Name Sample ID No. Composite ID No.

#1 20170034 Composite A

20170043 #2 20170035

#3 20170036

#4 20170037 Composite B

20170044 #5 20170038

#6 20170039

Composite C

20170045

#7 20170040

#8 20170041

#9 20170042

APPENDICES

Appendix A

Sediment Core Logs

Appendix B

Photographs

Core 1, 0 – 2.0’, 2/15/17, ASI ID # 20170034

Core 1, 2.0’ – 3.1’, 2/15/17, ASI ID #20170034

Core 2, 2.0’ – 3.8’, 2/15/17, ASI ID # 20170035

Core 2, 0 – 2.0’, 2/15/17, ASI ID # 20170035

Core 3, 0 – 2.0’, 2/15/17, ASI ID # 20170036

Core 3, 2.0’ – 3.9’, 2/15/17, ASI ID # 20170036

Core 4, 2.5’ – 5.0’, 2/21/17, ASI ID # 20170037

Core 4, 0- 2.5’, 2/21/17, ASI ID # 20170037

Core 5, 2.0’ - 4.9’, 2/21/17, ASI ID # 20170038

Core 5, 0 – 2.0’, 2/21/17, ASI ID # 20170038

Core 6, 0 – 2.0’, 2/14/17, ASI ID # 20170039

Core 6, 2.0’ – 3.8’, 2/14/17, ASI ID # 20170039

Core 7, 0 – 2.0’, 2/15/17, ASI ID # 20170040

Core 7, 2.0’ – 3.1’, 2/15/17, ASI ID # 20170040

Core 8, 2.0’ – 3.1’, 2/15/17, ASI ID # 20170041

Core 8, 0 – 2.0’, 2/15/17, ASI ID # 20170041

Core 9, 0 – 2.0’, 2/15/17, ASI ID # 20170042

Core 9, 2.0’ – 3.2’, 2/15/17, ASI ID # 20170042

Appendix C

Chains of Custody

Appendix D

Sample Use Forms

37-018
Table of Contents
Information Page
Signature Page
Introduction
Test Administration
Site Map
DGPS Coordinates
Sample Identification
Grain Size Distribution Tables
Apendices
Sediment Core Logs
Photographs
Chains of Custody
Sample Use Forms
Grain Size Raw Data and Graphs

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