c - LIIW23 Plans 230420 reduced.pdf
PDF 11 MB Posted
- Solicitation number
- W912DS23B0015
About this file
This document provides details for a federal contract solicitation issued by the Department of the Army Corps of Engineers Engineering District New York. Solicitation number W912DS23B0015 calls for maintenance dredging of the Long Island Intracoastal Waterway Federal Navigation Project at Moriches Bay in Suffolk County, New York. Interested parties must dredge the waterway to required depths and dispose of dredged materials. The deadline for responses is April 20, 2023. The agency intends to award a firm fixed-price contract for a base year with four option years. The work must be completed in accordance with provided plans and specifications.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Bid Abstract W912DS23B0015.pdf | ||
| Amendment 0004.pdf | ||
| amendment 0003.pdf | ||
| W912DS23B0015 Amendment 2.pdf | ||
| W912DS23B0015 Amendment 1.pdf | ||
| W912DS23B0015 22June2023 Solicitation.pdf | ||
| d - LIIW23 Specs 230420.pdf |
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Text version
CORPS OF ENGINEERS U. S. ARMY
US Army Corps of Engineers
New York District
W912DS-23-B-0015
SUFFOLK COUNTY, NY
FEDERAL NAVIGATION CHANNEL
LONG ISLAND INTRACOASTAL WATERWAY
MAINTENANCE DREDGING OF
INDEX SHEET
DREDGING LIMIT
DREDGING LIMIT
LOCATION MAP AND DETAIL SHEET
SHEET DESCRIPTION
NOAA CHART
6 DREDGING LIMIT
7 DREDGING LIMIT
DREDGING LIMIT
DREDGING LIMIT
CUPSOGUE BEACH COUNTY PARK PLACEMENT AREA
AREASMITH POINT COUNTY PARK PLACEMENT
US ARMY CORPS
OF ENGINEERS
NEW YORK DISTRICT
US ARMY CORPS
OF ENGINEERS
NEW YORK DISTRICT
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+ 0.5' TOLERANCE
8.5' ELEVATION
TOP OF BERM:
-10
-20
-30
-2+50 -2+00 -1+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00
HYDRAULIC BEACH FILL
MHW (POST FILL)
MLW (POST FILL)
MHW (PRE FILL)
MLW (PRE FILL)
DISTANCE FROM BASELINE
-10
-20
-30
NOT TO SCALE
NOT TO SCALE
TYPICAL DREDGING CROSS SECTION
NOT TO SCALE
M L
L W
CHANNEL WIDTH
AUTHORIZED
-6' (PROJECT DEPTH)
0'
-8'
-6'
0'
Allowable Overdepthto-be Dredged
Required Material
25' 50' 75'
-2'
-4'
-8' (PROJECT DEPTH + 2' OVERDEPTH)
-25'-50'-75'
NOT TO SCALE
TYPICAL BEACH PLACEMENT CROSS SECTION B-B'
CORPS OF ENGINEERS U. S. ARMY
GENERAL VICINITY MAP
LONG ISLAND INTRACOASTAL WATERWAY
LIIW DREDGING AND PLACEMENT LOCATION MAP
US SURVEY FEET
LONG ISLAND LAMBERT ZONE 3104,
U.S. STATE PLANE, NAD 83,
DREDGE LIMIT COORDINATES
SMITH POINT COUNTY PARK
WITH PLACEMENT AT
PLUS 2-FOOT ALLOWABLE OVERDEPTH
DREDGING TO -6 FEET BELOW MLLW
APPROXIMATE DREDGING AREA
MORICHES BAY
LIIW DREDGING AREA
CUPSOGUE BEACH COUNTY PARK
WITH PLACEMENT AT
PLUS 2-FOOT ALLOWABLE OVERDEPTH
DREDGING TO -6 FEET BELOW MLLW
ANTICIPATED DREDGING AREA
SMITH POINT BEACH COUNTY PARK
BEACH PLACEMENT ALONG SHORELINE OF
APPROXIMATE LOCATION OF CUPSOGUE BEACH COUNTY PARK
BEACH PLACEMENT ALONG SHORELINE OF
APPROXIMATE LOCATION OF
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APPROXIMATE DREDGING AREA
APPROXIMATE DREDGING AREA
PLACEMENT AREA
APPROXIMATE
PLACEMENT AREA
APPROXIMATE
SHOWN ON THE NOAA MAP
DREDGING NEAR CABLE AREA
NOTE: EXERCISE CAUTION WHEN
(NOAA CHART NUMBER 12352)
NOAA CHART OF LIIW VICINITY
SHEET
SHEET
SHEET 6 SHEET 7 SHEET 8
SHEET 10
SHEET 11
WITH PLACEMENT AT SMITH POINT COUNTY PARK
PLUS 2-FOOT ALLOWABLE OVERDEPTH
DREDGING TO -6 FEET BELOW MLLW
APPROXIMATE SHOALING AREA
SHEET 9
-6
-6
-6
-6
-6
-6
-6
-6 -6
-6
-6
-6
-6
-6
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8.9 8.5
8.48.4
8.3
8.2
8.2
8.2
8.2
8.2
8.2
8.1
8.18.1
8.1 8.1
8.1
8.1
8.0
8.0
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8.0
8.0
7.9
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7.6 7.6
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7.5
7.5
7.5
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7.5
7.4
7.4 7.4
7.4
7.4 7.4
7.4
7.4
7.4
7.4
7.4
7.4
7.4
7.4
7.4
7.4
7.3
7.3
7.3
7.3
7.3
7.3
7.3
7.3
7.2
7.2 7.2
7.2 7.2
7.27.2
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.2 7.2
7.2
7.2
7.2
7.2
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7.2
7.2
7.1
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7.1 7.1
7.1
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7.1
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7.1
7.1
7.0
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6.9
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6.9 6.9
6.9 6.9
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6.8
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6.8
6.8 6.8
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6.7 6.7
6.7
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6.7
6.6
6.6
6.6 6.6
6.6
6.6
6.6
6.6
6.6
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6.5
6.5
6.5
6.5
6.5
6.5
6.5 6.5
6.5
6.4
6.4
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6.4
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6.4
6.4
6.4
6.4
6.3
6.36.3
6.3
6.3
6.3
6.3
6.3
6.3
6.26.2 6.2
6.2
6.2
6.2
6.2
6.2
6.2
6.2
6.1
6.1
6.1
6.1
6.1
6.06.06.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
5.9
5.9
5.9
5.9
5.8
5.8
5.8
5.8
5.8
5.8
5.8
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5.7
5.7 5.7
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5.6
5.6
5.6
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5.5
5.5
5.5
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5.4
5.4
5.4
5.4
5.4
5.4
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5.4
5.3
5.3
5.3
5.3
5.2
5.2
5.2
5.2 5.2
5.2
5.2
5.2
5.25.2
5.2
5.2
5.2
5.2
5.2
5.2
5.1
5.1
5.1
5.1 5.15.1
5.1
5.0
5.0
5.05.0
5.0
5.0
5.0
5.0
4.9
4.9
4.9
4.9
4.9
4.9
4.8
4.8
4.8 4.84.8
4.8
4.8
4.8
4.8
4.8
4.7
4.7
4.74.74.7 4.7
4.7
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.54.5
4.5 4.5
4.54.5
4.5 4.5
4.5
4.5
4.5
4.5
4.5
4.4
4.4 4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.3
4.3
4.3
4.3
4.34.3 4.3
4.3 4.3
4.3
4.3
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.24.2
4.2
4.2
4.2
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.04.0
4.0
4.0
4.0
4.0 4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.8
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3.8
3.8
3.8
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3.8
3.8
3.8
3.7 3.7
3.7
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3.7
3.6
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3.6
3.6 3.6
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3.5
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3.5
3.5 3.5
3.5 3.5
3.5
3.4
3.4
3.4
3.4 3.4
3.4 3.4
3.4
3.4
3.3
3.3
3.3 3.3
3.3
3.2
3.2
3.2
3.2
3.2
3.2
3.1
3.1
3.1
3.1
3.1
3.02.9
2.9
2.9
2.8
2.8
2.7 2.7 2.7
2.6
2.5
2.42.3 2.3
2.3
FROM STATION "MOR 1A".
-THIS SURVEY WAS PERFORMED USING REAL TIME KINEMATIC GPS
ORIENTATION PURPOSES ONLY.
-AERIAL IMAGERY PROVIDED BY 2021 NYGIN AND IS FOR
CALCULATION PURPOSES.
-THE DATA DEPICTED ON THIS MAP SHOULD NOT BE USED FOR VOLUME
-CONTOURS ON THIS MAP WERE GENERATED USING THE 3 x 3 DATA SET.
SORTED TO A 30' INTERVAL.
-SOUNDINGS DEPICTED ON THIS MAP ARE BASED ON A 3' x 3' MEDIAN CELL, USING VDATUM (VER. 4.3).
-MEAN LOWER LOW WATER IS 2.8-2.9 FEET BELOW NAVD88 AS DETERMINED
(MLLW) [EPOCH 1983-2001].
-SOUNDINGS ON THIS MAP REFER TO THE PLANE OF MEAN LOWER LOW WATER
LONG ISLAND LAMBERT - ZONE 3104, US SURVEY FEET.
-COORDINATES REFER TO US STATE PLANE COORDINATE SYSTEM NAD 1983,
AND EM 1110-2-6056.
-THIS MAP IS CEPD COMPLIANT IN ACCORDANCE WITH ER 1110-2-8160
-THE SOUNDINGS ON THIS MAP MEET EM 1110-2-1003 ACCURACY STANDARDS.
AS THE GENERAL CONDITIONS EXISTING AT THAT TIME.
SURVEYS MADE ON THE DATES INDICATED AND CAN ONLY BE CONSIDERED
-THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF
PROJECT SPECIFIC NOTES:
MOR 1A
(NAVD 1988)4.41' ELEVATION:
BENCHMARK:
NSRS BENCHMARK
BENCHMARK: NGS MORICHES (PID:AA9073)
(NAVD 1988)4.86'ELEVATION:
BENCHMARK:
LOCAL CONTROL DATA
100' 200'0
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NEW YORK DISTRICT
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NEW YORK DISTRICT
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SHEET NUMBER:
A
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SCALE:
FIELD BOOKS:
ONE INCH = 100 FEET
DATES OF SURVEY:
27 FEBRUARY 2023
REQ NO./FILE NO.: 5271/AL
AUTO GUAGE
2,3 MARCH 2023
WITH PLACEMENT AT SMITH POINT COUNTY PARK
PLUS 2-FOOT ALLOWABLE OVERDEPTH
DREDGING TO -6 FEET BELOW MLLW
APPROXIMATE SHOALING AREA
SHEET
SHEET
SHEET 6 SHEET 7 SHEET 8
SHEET 10
SHEET 11
SHEET 9
11S1
11S2
11N
-6
-6
-6
-6
-6
-6
-6 -6-6-6
-6
-6
-6
-6
-6
-6
-6
-6
-6
-6
-6
-6
-6
8.6
8.5
8.5
8.4
8.4
8.4
8.4
8.4
8.4
8.3
8.3
8.3
8.3
8.3 8.3
8.3
8.3
8.38.38.3
8.3
8.3
8.3
8.3
8.3
8.3
8.2
8.2
8.2
8.2 8.2
8.2
8.2
8.2
8.2
8.2
8.2
8.2
8.2
8.2 8.2
8.1
8.1
8.1
8.1
8.1 8.1
8.1
8.1
8.0
8.0
8.0
8.0
8.0
8.0
8.0
8.0
8.0
8.0 8.0
7.9
7.9
7.9
7.9
7.9
7.9
7.9
7.9
7.9
7.9
7.9
7.9 7.9
7.9
7.9
7.8
7.8
7.8
7.8 7.8
7.8
7.8
7.8
7.8
7.8
7.8
7.8
7.87.8
7.8
7.8
7.8 7.8 7.8 7.8
7.7
7.7
7.7
7.7
7.7
7.7
7.7
7.77.7
7.7
7.7
7.7
7.7
7.7
7.7
7.7
7.7
7.7
7.7
7.7 7.7
7.7
7.7
7.7
7.6
7.6
7.6
7.6
7.6
7.6
7.6
7.6
7.6
7.6
7.6
7.6 7.6
7.6
7.67.6
7.6
7.6
7.67.67.6 7.67.6
7.6
7.6
7.6
7.6
7.6
7.6
7.6
7.6
7.6
7.6
7.5
7.5
7.5
7.57.5
7.5
7.5
7.5
7.5
7.5
7.5 7.5
7.5
7.5
7.4
7.4
7.4
7.4
7.47.4
7.4
7.4
7.4
7.4
7.4
7.4
7.4
7.4
7.4
7.4 7.4
7.4
7.4
7.4
7.4
7.4
7.47.4 7.47.4
7.4
7.4
7.4
7.4
7.4
7.4
7.4
7.4 7.4
7.4
7.4
7.4
7.4
7.3
7.3
7.3
7.3
7.3
7.3
7.3
7.3
7.3
7.3
7.3 7.3
7.3
7.3
7.3
7.3
7.3
7.3
7.3
7.2
7.2
7.2
7.2
7.2
7.27.2
7.2
7.2
7.2
7.27.2
7.2
7.2
7.2 7.2
7.2
7.2 7.2
7.2
7.2 7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.27.2
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.1
7.1
7.1
7.1
7.17.1 7.1
7.1
7.17.1
7.17.1
7.1
7.1
7.1
7.1
7.1
7.1
7.1
7.1
7.0
7.0
7.0
7.0
7.0
7.0
7.0
7.07.07.0
7.0
7.0
7.0 7.0
7.0
7.07.0
7.0
7.0
7.07.0
7.0
7.0
7.0
7.0
7.07.0
7.0 7.0
7.0
7.0 7.0
7.0
7.0
7.0
7.0
7.0
7.0
7.0
7.0
7.0
7.0 7.0
7.0
6.9
6.9
6.9
6.9
6.9
6.9
6.9
6.9
6.9
6.9
6.9
6.9
6.9
6.9
6.96.9
6.9 6.9
6.9
6.9
6.9
6.9
6.9
6.9 6.9
6.9 6.9
6.8
6.8
6.8
6.8
6.8
6.8
6.86.8
6.8
6.8
6.8
6.8 6.8
6.8
6.8
6.8
6.86.8
6.8
6.8
6.8
6.8
6.8
6.8
6.8 6.8
6.8
6.8 6.8
6.8
6.8
6.8
6.8
6.7
6.7
6.7
6.7
6.76.7
6.7 6.7
6.7
6.7
6.7
6.7
6.7
6.7
6.7
6.7
6.7
6.7
6.7
6.7
6.7
6.7
6.7
6.76.7
6.7
6.7
6.7
6.7
6.7
6.7
6.7
6.6
6.6
6.6
6.6
6.6
6.6
6.6
6.6 6.6
6.6 6.6
6.6
6.66.6
6.6
6.6
6.6
6.6 6.6
6.6
6.6
6.5
6.5 6.5
6.5 6.5
6.5
6.5
6.5 6.5
6.5
6.5
6.5
6.5
6.5
6.5
6.5
6.56.5
6.5 6.5
6.56.5
6.56.5
6.5
6.5
6.5
6.5
6.5
6.5
6.5
6.5
6.5
6.5
6.4
6.4
6.4
6.4
6.4
6.4
6.4
6.4
6.4
6.4
6.4
6.4
6.4 6.4
6.4
6.4
6.46.4
6.46.4
6.4
6.46.4
6.4 6.4
6.4 6.4
6.4
6.4
6.4
6.4
6.4
6.4
6.3
6.3
6.3
6.3
6.3
6.3
6.3
6.3
6.3
6.3
6.3
6.3
6.3
6.3 6.3
6.3 6.3
6.36.3 6.36.3
6.3
6.3 6.36.36.3
6.3
6.3
6.3
6.3
6.3
6.3
6.3
6.3
6.3
6.2
6.2
6.2
6.2
6.2
6.2
6.2
6.2
6.2
6.2 6.2
6.2
6.2
6.2
6.2
6.2
6.2 6.2
6.2
6.2
6.2
6.2
6.2 6.2
6.2
6.2
6.26.2
6.2
6.2
6.2
6.2
6.2 6.2
6.2
6.1
6.1
6.1
6.1
6.1
6.1
6.1
6.1
6.1 6.1
6.1
6.1
6.1
6.1
6.16.0
6.0
6.0
6.0
6.0
6.0
6.0
6.06.0
6.0 6.0
6.0 6.0
6.0
6.0 6.0
6.0
6.0
5.9 5.9
5.9
5.9
5.9
5.9
5.9
5.9 5.95.9
5.9 5.9
5.8
5.8
5.8
5.8
5.8 5.8
5.8
5.8
5.85.8
5.8
5.8
5.8
5.8
5.8
5.7
5.7
5.7
5.7
5.7
5.7 5.75.7
5.7
5.7
5.7
5.7
5.7
5.6
5.6
5.6
5.6
5.65.6
5.6
5.6 5.6
5.6
5.6 5.6
5.65.6
5.6
5.6 5.6
5.6
5.5
5.5
5.5
5.5
5.5
5.5
5.55.5
5.5
5.5
5.45.4
5.4
5.4
5.4
5.4
5.4
5.4
5.4
5.4
5.4
5.4
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.2 5.2
5.2
5.2 5.2
5.15.1
5.1
5.1
5.1
5.1 5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0 5.0
4.94.9
4.9
4.9
4.9 4.9
4.9
4.9
4.8
4.8
4.8
4.8
4.8
4.8
4.7
4.7
4.7
4.7 4.7
4.7 4.7
4.6 4.6
4.6
4.5
4.5
4.4
4.4
4.4
4.4
4.4 4.4 4.4
4.3
4.3
4.3 4.3
4.3
4.2
4.2 4.2 4.2
4.1
4.1
4.0
3.9
3.8
3.8
3.8
3.7 3.5
3.5
3.5
3.4 3.4
3.3
3.3 3.2
3.2
3.23.2
3.2
3.1
3.1
3.1
3.03.0
3.0
3.0 3.0
2.9
2.92.9
2.8
2.8
2.8
2.7
2.7
2.6
2.6
2.62.62.62.6
2.5 2.3
MOR 1A
(NAVD 1988)4.41' ELEVATION:
BENCHMARK:
NSRS BENCHMARK
BENCHMARK: NGS MORICHES (PID:AA9073)
(NAVD 1988)4.86'ELEVATION:
BENCHMARK:
LOCAL CONTROL DATA
FROM STATION "MOR 1A".
-THIS SURVEY WAS PERFORMED USING REAL TIME KINEMATIC GPS
ORIENTATION PURPOSES ONLY.
-AERIAL IMAGERY PROVIDED BY 2021 NYGIN AND IS FOR
CALCULATION PURPOSES.
-THE DATA DEPICTED ON THIS MAP SHOULD NOT BE USED FOR VOLUME
-CONTOURS ON THIS MAP WERE GENERATED USING THE 3 x 3 DATA SET.
SORTED TO A 30' INTERVAL.
-SOUNDINGS DEPICTED ON THIS MAP ARE BASED ON A 3' x 3' MEDIAN CELL, USING VDATUM (VER. 4.3).
-MEAN LOWER LOW WATER IS 2.8-2.9 FEET BELOW NAVD88 AS DETERMINED
(MLLW) [EPOCH 1983-2001].
-SOUNDINGS ON THIS MAP REFER TO THE PLANE OF MEAN LOWER LOW WATER
LONG ISLAND LAMBERT - ZONE 3104, US SURVEY FEET.
-COORDINATES REFER TO US STATE PLANE COORDINATE SYSTEM NAD 1983,
AND EM 1110-2-6056.
-THIS MAP IS CEPD COMPLIANT IN ACCORDANCE WITH ER 1110-2-8160
-THE SOUNDINGS ON THIS MAP MEET EM 1110-2-1003 ACCURACY STANDARDS.
AS THE GENERAL CONDITIONS EXISTING AT THAT TIME.
SURVEYS MADE ON THE DATES INDICATED AND CAN ONLY BE CONSIDERED
-THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF
PROJECT SPECIFIC NOTES:
M A
T C
H T
O S
H E
E T
100' 200'0
S P
C
US ARMY CORPS
OF ENGINEERS
NEW YORK DISTRICT
US ARMY CORPS
OF ENGINEERS
NEW YORK DISTRICT
D E
S C
R
IP
T
IO
N D
E S
C R
IP
T
IO
N
D A
T E
D R
E D
G
IN
G L
IM
IT
A P
P R
O V
E D
R E
C O
M M
E N
D E
D B
Y
N E
W Y
O R
K
W
Y O
R K
D I S
T R
I C
T
U .S
.A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
R Y
A N
M
F E
R G
U S
O N
C H
I E
F T
E C
H N
I C
A L
S U
P P
O R
T S
E C
T I O
N
M
IC
H A
E L
J O
S E
B A
C K
C H
IE
F
O
P E
R A
T
IO
N S
S U
P P
O R
T B
R A
N C
H
W
D S
B
S O
L I C
I T
A T
I O
N N
O
C O
N T
R A
C T
N O
D G
R I F
F I N
D R
A W
N B
Y
J
Y A
N
D E
S
IG
N E
D B
Y
M
A
IN
T E
N A
N C
E D
R E
D G
F F
O L
K C
O U
N T
Y N
Y
F E
D E
R A
L N
A V
IG
A
T
IO
N C
H A
N N
E L
L O
N G
I S
L A
N D
I N
T R
A C
O A
S T
A L
W A
T E
R W
A Y
SHEET 5 OF 11
D G
R I F
F I N
C H
E C
K E
D B
Y
D G
R I F
F
V
IE
W E
D B
Y
SHEET NUMBER:
A P
R I L
D A
T E
S C
A L
E
S E
E D
R A
W
IN
G
P L
O T
B Y
J
Y A
N
P L
O T
D A
T E
SCALE:
FIELD BOOKS:
ONE INCH = 100 FEET
DATES OF SURVEY:
27 FEBRUARY 2023
REQ NO./FILE NO.: 5271/AL
AUTO GUAGE
2,3 MARCH 2023
SHEET
SHEET
SHEET 6 SHEET 7 SHEET 8
SHEET 10
SHEET 11
SHEET 9
WITH PLACEMENT AT CUPSOGUE BEACH COUNTY PARK
PLUS 2-FOOT ALLOWABLE OVERDEPTH
DREDGING TO -6 FEET BELOW MLLW
ANTICIPATED SHOALING AREA
-6
-6
-6
-6 -6
-6-6 -6
-6-6
-6-6-6-6 -6
-6
.0
9.
9.
9.
9.
9.
9.
9.
9.
9.
3 9.
9.
9.
9.
9.
9.
9.
9.
9.
9.
9.
9.
9.
9.
9.
9.
9.
9.
9.
9.
9.
9.
9.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
6 8.
8.
8.
8.
8.
8.
8.
8.
8.
7.
7.
6.
6.
8 6.
6.
6.
6.
6.
6.
6.
6.
6.
6.
6.
6.
6.
6.
2 6.
6.
6.
6.
6.
6.
6.
6.
6.
5.
5.
5.
5.
5.
5.
5.
5.
5.
5.
5.
5.
5.
6 5.
5.
5.
5.
5.
5.
5.
5.
5.
4 5.
5.
5.
5.
5.
5.
5.
5.
5.
5.
4.
4.
9 4.
4.
4.
4.
4.
4.
4.
4.
4.
4.
4.
4.
64.
4.
4.
4.
4.
4.
4.
4.
4.
3.
3.
3.
3.
63.
3.
3.
3.
3.
3.
43.
3.
3.
2.
2.
92.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
1.
20.
0.
0.
M A
T C
H T
O S
H E
E T
FROM STATION "MOR 1A".
-THIS SURVEY WAS PERFORMED USING REAL TIME KINEMATIC GPS
ORIENTATION PURPOSES ONLY.
-AERIAL IMAGERY PROVIDED BY 2021 NYGIN AND IS FOR
CALCULATION PURPOSES.
-THE DATA DEPICTED ON THIS MAP SHOULD NOT BE USED FOR VOLUME
-CONTOURS ON THIS MAP WERE GENERATED USING THE 3 x 3 DATA SET.
SORTED TO A 30' INTERVAL.
-SOUNDINGS DEPICTED ON THIS MAP ARE BASED ON A 3' x 3' MEDIAN CELL, USING VDATUM (VER. 4.3).
-MEAN LOWER LOW WATER IS 2.8-2.9 FEET BELOW NAVD88 AS DETERMINED
(MLLW) [EPOCH 1983-2001].
-SOUNDINGS ON THIS MAP REFER TO THE PLANE OF MEAN LOWER LOW WATER
LONG ISLAND LAMBERT - ZONE 3104, US SURVEY FEET.
-COORDINATES REFER TO US STATE PLANE COORDINATE SYSTEM NAD 1983,
AND EM 1110-2-6056.
-THIS MAP IS CEPD COMPLIANT IN ACCORDANCE WITH ER 1110-2-8160
-THE SOUNDINGS ON THIS MAP MEET EM 1110-2-1003 ACCURACY STANDARDS.
AS THE GENERAL CONDITIONS EXISTING AT THAT TIME.
SURVEYS MADE ON THE DATES INDICATED AND CAN ONLY BE CONSIDERED
-THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF
PROJECT SPECIFIC NOTES:
SCALE:
FIELD BOOKS:
ONE INCH = 100 FEET
DATES OF SURVEY:
27 FEBRUARY 2023
REQ NO./FILE NO.: 5271/AL
AUTO GUAGE
2,3 MARCH 2023
MOR 1A
(NAVD 1988)4.41' ELEVATION:
BENCHMARK:
NSRS BENCHMARK
BENCHMARK: NGS MORICHES (PID:AA9073)
(NAVD 1988)4.86'ELEVATION:
BENCHMARK:
LOCAL CONTROL DATA
CORPS OF ENGINEERS U. S. ARMY
US ARMY CORPS
OF ENGINEERS
NEW YORK DISTRICT
US ARMY CORPS
OF ENGINEERS
NEW YORK DISTRICT
D E
S C
R
IP
T
IO
N D
E S
C R
IP
T
IO
N
D A
T E
D R
E D
G
IN
G L
IM
IT
A P
P R
O V
E D
R E
C O
M M
E N
D E
D B
Y
N E
W Y
O R
K
W
Y O
R K
D I S
T R
I C
T
U .S
.A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
R Y
A N
M
F E
R G
U S
O N
C H
I E
F T
E C
H N
I C
A L
S U
P P
O R
T S
E C
T I O
N
M
IC
H A
E L
J
O S
E B
A C
K
C H
IE
F
O
P E
R A
T
IO
N S
S U
P P
O R
T B
R A
N C
H
W
D S
B
S O
L I C
I T
A T
I O
N N
O
C O
N T
R A
C T
N O
J
Y A
N
D R
A W
N B
Y
J
Y A
N
D E
S
IG
N E
D B
Y
M
A
IN
T E
N A
N C
E D
R E
D G
F F
O L
K C
O U
N T
Y N
Y
F E
D E
R A
L N
A V
IG
A
T
IO
N C
H A
N N
E L
L O
N G
I S
L A
N D
I N
T R
A C
O A
S T
A L
W A
T E
R W
A Y
SHEET 6 OF 11
D G
R I F
F I N
C H
E C
K E
D B
Y
D G
R I F
F
V
IE
W E
D B
Y
SHEET NUMBER:
A P
R I L
D A
T E
S C
A L
E
S E
E D
R A
W
IN
G
P L
O T
B Y
J
Y A
N
P L
O T
D A
T
SHEET
SHEET
SHEET 6 SHEET 7 SHEET 8
SHEET 10
SHEET 11
SHEET 9
WITH PLACEMENT AT CUPSOGUE BEACH COUNTY PARK
PLUS 2-FOOT ALLOWABLE OVERDEPTH
DREDGING TO -6 FEET BELOW MLLW
ANTICIPATED SHOALING AREA
-6
-6
-6 -6
-6
-6
-6
-6 -6
-6 -6
-6
-6 -6
-6-6 -6-6
-6
-6-6
-6 -6
-6
-6
-6
-6-6 -6
-6
-6-6-6 -6
-6-6-6 -6
-6-6 -6 -6-6
.0
9.
9.
9.
9.
9.
9.
9.
9.
9.
9.
9.
9.
9.
9.
9.
9.
9.
9.
9.
9.
9.
2 9.
9.
9.
9.
9.
2 9.
2 9.
9.
9.
9.
9.
9.
9.
9.
9.
9.
9.
9.
9.
9.
9.
9.
9.
9.
9.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
7 8.
8.
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+1 .0
MOR 1A
(NAVD 1988)4.41' ELEVATION:
BENCHMARK:
NSRS BENCHMARK
BENCHMARK: NGS MORICHES (PID:AA9073)
(NAVD 1988)4.86'ELEVATION:
BENCHMARK:
LOCAL CONTROL DATA
M A
T C
H T
O S
H E
E T
100' 200'0
S
P C
T C
H T
O S
H E
E T
CORPS OF ENGINEERS U. S. ARMY
US ARMY CORPS
OF ENGINEERS
NEW YORK DISTRICT
US ARMY CORPS
OF ENGINEERS
NEW YORK DISTRICT
D E
S C
R
IP
T
IO
N D
E S
C R
IP
T
IO
N
D A
T E
D R
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G
IN
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IT
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U .S
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F E
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S
R Y
A N
M
F E
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U S
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C H
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F T
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A L
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P P
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M
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Y
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S
IG
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M A
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L O
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I S
L A
N D
I N
T R
A C
O A
S T
A L
W A
T E
R W
A Y
SHEET 7 OF 11
P
K U
G L
S T
A T
T E
R
C H
E C
K E
D B
Y
P
K U
G L
S T
A T
T
V
IE
W E
D B
Y
SHEET NUMBER:
A P
R I L
D A
T E
S C
A L
E
S E
E D
R A
W
IN
G
P L
O T
B Y
J
Y A
N
P L
O T
D A
T
SHEET
SHEET 6 SHEET 7 SHEET 8
SHEET 10
SHEET 11
SHEET 9
WITH PLACEMENT AT CUPSOGUE BEACH COUNTY PARK
PLUS 2-FOOT ALLOWABLE OVERDEPTH
DREDGING TO -6 FEET BELOW MLLW
ANTICIPATED SHOALING AREA
-6-6
-6-6 -6
-6
-6
-6
-6
-6
-6
-6
-6 -6
-6
-6
-6
-6
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4.
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3.
3.
3.
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3.
3.
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6 3.
3.
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3.
3.
3.
02.
2.
02 MARCH 2023
FLOOD
CAN #23 W/ LIGHT
27 FEBRUARY 2023
EBB
NUN #24 W/LIGHT
FROM STATION "MOR 1A".
-THIS SURVEY WAS PERFORMED USING REAL TIME KINEMATIC GPS
ORIENTATION PURPOSES ONLY.
-AERIAL IMAGERY PROVIDED BY 2021 NYGIN AND IS FOR
CALCULATION PURPOSES.
-THE DATA DEPICTED ON THIS MAP SHOULD NOT BE USED FOR VOLUME
-CONTOURS ON THIS MAP WERE GENERATED USING THE 3 x 3 DATA SET.
SORTED TO A 30' INTERVAL.
-SOUNDINGS DEPICTED ON THIS MAP ARE BASED ON A 3' x 3' MEDIAN CELL, USING VDATUM (VER. 4.3).
-MEAN LOWER LOW WATER IS 2.8-2.9 FEET BELOW NAVD88 AS DETERMINED
(MLLW) [EPOCH 1983-2001].
-SOUNDINGS ON THIS MAP REFER TO THE PLANE OF MEAN LOWER LOW WATER
LONG ISLAND LAMBERT - ZONE 3104, US SURVEY FEET.
-COORDINATES REFER TO US STATE PLANE COORDINATE SYSTEM NAD 1983,
AND EM 1110-2-6056.
-THIS MAP IS CEPD COMPLIANT IN ACCORDANCE WITH ER 1110-2-8160
-THE SOUNDINGS ON THIS MAP MEET EM 1110-2-1003 ACCURACY STANDARDS.
AS THE GENERAL CONDITIONS EXISTING AT THAT TIME.
SURVEYS MADE ON THE DATES INDICATED AND CAN ONLY BE CONSIDERED
-THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF
PROJECT SPECIFIC NOTES:
MOR 1A
(NAVD 1988)4.41' ELEVATION:
BENCHMARK:
NSRS BENCHMARK
BENCHMARK: NGS MORICHES (PID:AA9073)
(NAVD 1988)4.86'ELEVATION:
BENCHMARK:
LOCAL CONTROL DATA
M A
T C
H T
O S
H E
E T
100' 200'0
S
P C
T C
H T
O S
H E
E T
SCALE:
FIELD BOOKS:
ONE INCH = 100 FEET
DATES OF SURVEY:
27 FEBRUARY 2023
REQ NO./FILE NO.: 5271/AL
AUTO GUAGE
2,3 MARCH 2023
CORPS OF ENGINEERS U. S. ARMY
US ARMY CORPS
OF ENGINEERS
NEW YORK DISTRICT
US ARMY CORPS
OF ENGINEERS
NEW YORK DISTRICT
D E
S C
R
IP
T
IO
N D
E S
C R
IP
T
IO
N
D A
T E
D R
E D
G
IN
G L
IM
IT
A P
P R
O V
E D
R E
C O
M M
E N
D E
D B
Y
N E
W Y
O R
K
W
Y O
R K
D I S
T R
I C
T
U .S
.A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
R Y
A N
M
F E
R G
U S
O N
C H
I E
F
T E
C H
N I C
A L
S U
P P
O R
T S
E C
T I O
N
M
IC
H A
E L
J
O S
E B
A C
K
C H
IE
F
O
P E
R A
T
IO
N S
S U
P P
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T B
R A
N C
H
W
D S
B
S O
L I C
I T
A T
I O
N N
O
C O
N T
R A
C T
N O
D G
R I F
F I N
D R
A W
N B
Y
D G
R I F
F I N
D E
S
IG
N E
D B
Y
M
A
IN
T E
N A
N C
E D
R E
D G
F F
O L
K C
O U
N T
Y N
Y
F E
D E
R A
L N
A V
IG
A
T
IO
N C
H A
N N
E L
L O
N G
I S
L A
N D
I N
T R
A C
O A
S T
A L
W A
T E
R W
A Y
SHEET 8 OF 11
P
K U
G L
S T
A T
T E
R
C H
E C
K E
D B
Y
P
K U
G L
S T
A T
T
V
IE
W E
D B
Y
SHEET NUMBER:
A P
R I L
D A
T E
S C
A L
E
S E
E D
R A
W
IN
G
P L
O T
B Y
J
Y A
N
P L
O T
D A
T
SHEET
SHEET 6 SHEET 7 SHEET 8
SHEET 10
SHEET 11
SHEET 9
WITH PLACEMENT AT CUPSOGUE BEACH COUNTY PARK
PLUS 2-FOOT ALLOWABLE OVERDEPTH
DREDGING TO -6 FEET BELOW MLLW
ANTICIPATED SHOALING AREA
-6
-6 -6
-6
-6
-6
-6
-6 -6 -6 -6
-6-6 -6
-6 -6
-6 -6-6
-6 -6
-6
-6
-6
-6
-6
-6
-6
-6-6
-6 -6-6-6
-6-6
-6
.2
.1
.8
.3
.3
.2
.1
.0
.0
9.
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7.
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8 7.
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8 7.
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6 7.
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2 7.
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9 4.
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8 4.
8 4.
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4.
4.
4.
4.
03.
3.
3.
3.
3.
3.
3.
3.
3.
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3.
3.
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3.
7 3.
3.
3.
3.
3.
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3.
3.
3.
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3.
3.
3.
3.
3.
3.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
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3 2.
2.
2.
2.
2.
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2.
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2.
0 2.
2.
1.
1.
1.
6 1.
1.
1.
1.
1.
1.
1.
1.
1.
1.
0.
MOR 1A
(NAVD 1988)4.41' ELEVATION:
BENCHMARK:
NSRS BENCHMARK
BENCHMARK: NGS MORICHES (PID:AA9073)
(NAVD 1988)4.86'ELEVATION:
BENCHMARK:
LOCAL CONTROL DATA
M A
T C
H T
O S
H E
E T
100' 200'0
S
P C
US ARMY CORPS
OF ENGINEERS
NEW YORK DISTRICT
US ARMY CORPS
OF ENGINEERS
NEW YORK DISTRICT
D E
S C
R
IP
T
IO
N D
E S
C R
IP
T
IO
N
D A
T E
D R
E D
G
IN
G L
IM
IT
A P
P R
O V
E D
R E
C O
M M
E N
D E
D B
Y
N E
W Y
O R
K
W
Y O
R K
D I S
T R
I C
T
U .S
.A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
R Y
A N
M
F E
R G
U S
O N
C H
I E
F
T E
C H
N I C
A L
S U
P P
O R
T S
E C
T I O
N
M
IC
H A
E L
J O
S E
B A
C K
C H
IE
F
O
P E
R A
T
IO
N S
S U
P P
O R
T B
R A
N C
H
W
D S
B
S O
L I C
I T
A T
I O
N N
O
C O
N T
R A
C T
N O
D G
R I F
F I N
D R
A W
N B
Y
D G
R I F
F I N
D E
S
IG
N E
D B
Y
M
A
IN
T E
N A
N C
E D
R E
D G
F F
O L
K C
O U
N T
Y N
Y
F E
D E
R A
L N
A V
IG
A
T
IO
N C
H A
N N
E L
L O
N G
I S
L A
N D
I N
T R
A C
O A
S T
A L
W A
T E
R W
A Y
SHEET 9 OF 11
P
K U
G L
S T
A T
T E
R
C H
E C
K E
D B
Y
P
K U
G L
S T
A T
T E
R
R E
V
IE
W E
D B
Y
SHEET NUMBER:
A P
R I L
D A
T E
S C
A L
E
S E
E D
R A
W
IN
G
P L
O T
B Y
J
Y A
N
P L
O T
D A
T
P C
S
E
N
A Z I
M U
T H
P R
O
E
N
A Z I
M U
T H
P R
O
E
N
A Z I
M U
T H
P R
O
E
N
A Z I
M U
T H
P R
O
E
N
A Z I
M U
T H
P R
O
E
N
A Z I
M U
T H
P R
O
E
N
A Z I
M U
T H
P R
O
E
N
A Z I
M U
P R
O
E
N
A Z I
M U
T H
P R
O
PLACEMENT
BEACH
LIMITS OF
DUNE OR DUNE FENCING
2) MATERIAL TO BE PLACED SHALL NOT DAMAGE EXISTING BACKSHORE
1) NO DISTURBANCE OF DUNE OR DUNE VEGETATION ALLOWED
NOTE:
9' + 0.5'
TOP OF BERM
9' + 0.5'
TOP OF BERM
PLACEMENT
BEACH
LIMITS OF
U. S. ARMY
US ARMY CORPS
OF ENGINEERS
NEW YORK DISTRICT
D E
S C
R
IP
T
IO
N D
E S
C R
IP
T
IO
N
D A
T E
P L
A C
E M
E N
T A
R E
A
C U
P S
O G
U E
B E
A C
H C
O U
N T
Y P
A R
K A
P P
R O
V E
D
R E
C O
M M
E N
D E
D B
Y
N E
W Y
O R
K
W
Y O
R K
D I S
T R
I C
T
U .S
.A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
R Y
A N
M F
E R
G U
S O
N
C H
I E
F T
E C
H N
I C
A L
S U
P P
O R
T S
E C
T I O
N
M
IC
H A
E L
J O
S E
B A
C K
C H
IE
F
O
P E
R A
T
IO
N S
S U
P P
O R
T B
R A
N C
H
W
D S
B
S O
L I C
I T
A T
I O
N N
O
C O
N T
R A
C T
N O
D G
R I F
F I N
D R
A W
N B
Y
D G
R I F
F I N
D E
S
IG
N E
D B
Y
M
A
IN
T E
N A
N C
E D
R E
D G
F F
O L
K C
O U
N T
Y
N Y
F E
D E
R A
L N
A V
IG
A
T
IO
N C
H A
N N
E L
L O
N G
I S
L A
N D
I N
T R
A C
O A
S T
A L
W A
T E
R W
A Y
SHEET 10 OF 11
P K
U G
L S
T A
T T
E R
C H
E C
K E
D B
Y
P K
U G
L S
T A
T T
V
IE
W E
D B
Y
SHEET NUMBER:
A P
R I L
D A
T E
S C
A L
E
S E
E D
R A
W
IN
G
P L
O T
B Y
J Y
A N
P L
O T
D A
T E
STATION "RTK CUP, NYDOT RTN".
-THIS SURVEY WAS PERFORMED USING REAL TIME KINEMATIC GPS FROM
CALCULATION PURPOSES.
-THE DATA DEPICTED ON THIS MAP SHOULD NOT BE USED FOR VOLUME
-CONTOURS ON THIS MAP WERE GENERATED USING THE MAP DATA SET.
MEDIAN CELL, SORTED TO A 30' INTERVAL.
-MULTIBEAM SOUNDINGS DEPICTED ON THIS MAP ARE BASED ON A 3' x 3'
15' INTERVAL USING THE FULL DATA SET.
-SINGLEBEAM SOUNDINGS DEPICTED ON THIS MAP HAVE BEEN SORTED TO A
USING VDATUM (VER. 4.3).
-MEAN LOWER LOW WATER IS 2.0 FEET BELOW NAVD88 AS DETERMINED
VDATUM (VER. 4.3).
-MEAN LOW WATER IS 1.8 FEET BELOW NAVD88 AS DETERMINED USING
VDATUM (VER. 4.3).
-MEAN HIGH WATER IS 1.3 FEET ABOVE NAVD88 AS DETERMINED USING
-SOUNDINGS ON THIS MAP REFER TO THE PLANE OF NAVD88.
LONG ISLAND LAMBERT - ZONE 3104, US SURVEY FEET.
-COORDINATES REFER TO US STATE PLANE COORDINATE SYSTEM NAD 1983,
2022 AND MEET EM 1110-1-1000 ACCURACY STANDARDS.
-AERIAL IMAGERY PROVIDED BY USACE NY SURVEY SECTION ON 30 AUGUST
AND EM 1110-2-6056.
-THIS MAP IS CEPD COMPLIANT IN ACCORDANCE WITH ER 1110-2-8160
STANDARDS.
-THE TOPOGRAPHIC DATA ON THIS MAP MEET EM 1110-1-1005 ACCURACY
-THE SOUNDINGS ON THIS MAP MEET EM 1110-2-1003 ACCURACY STANDARDS.
AS THE GENERAL CONDITIONS EXISTING AT THAT TIME.
SURVEYS MADE ON THE DATES INDICATED AND CAN ONLY BE CONSIDERED
-THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF
PROJECT SPECIFIC NOTES:
PIKE 2019
9.99' (NAVD 1988) ELEVATION:
BENCHMARK:
NSRS BENCHMARK
MORICHES (PID: AA9073)
4.86' (NAVD 1988)ELEVATION:
BENCHMARK:
LOCAL CONTROL DATA
' 4
REQ. NO./FILE NO.: 5219/AL,N4
CORPS OF ENGINEERS
SLOPE 1V:15H
MLW
MLLW
MHW (PRE FILL)
SCALE: DATES OF SURVEY:
FIELD BOOKS:
ONE INCH = 100 FEET
REQUEST NO./FILE NO.: 5219/AL, N4
14, 15, 20 SEPT 2022
30, 31 AUG,
BASELINE
E
N
A Z I
M U
T H
P R
O
E
N
A Z I
M U
T H
P R
O
E
N
A Z I
M U
T H
P R
O
E
N
A Z I
M U
T H
P R
O
E
N
A Z I
M U
T H
P R
O
E
N
A Z I
M U
T H
P R
O
E
N
A Z I
M U
T H
P R
O
E
N
A Z I
M U
P R
O
E
N
A Z I
M U
T H
P R
O
19.0
18.7
18.7
18.7
18.6 18.6
18.5
18.5
18.4
18.4
18.3
18.2
18.1
18.1
18.1
18.1
18.0
17.9
17.9
17.9
17.8
17.8
17.8
17.8
17.7
17.7
17.7
17.7
17.7
17.6
17.6
17.5
17.5
17.5
17.4
17.4
17.4
17.4
17.4
17.4
17.3
17.3
17.3
17.2
17.2
17.2
17.2
17.2
17.1
17.1
17.1
17.1
17.1 17.1
17.1
17.0
17.0
16.9
16.9
16.9
16.8
16.8 16.8
16.8
16.8
16.8
16.8
16.8
16.7
16.7
16.7
16.7
16.7
16.7
16.7
16.6
16.6
16.6
16.6
16.5
16.5
16.5
16.5
16.5
16.5
16.4
16.4
16.4
16.4
16.4
16.4
16.4
16.4
16.4
16.4
16.3
16.3
16.3
16.3
16.3
16.2
16.2
16.2
16.2
16.1
16.1
16.1
16.1
16.0
16.0
16.0
16.0
15.9
15.9
15.9
15.9
15.9
15.9
15.8
15.8
15.8
15.7 15.7
15.7
15.7
15.6
15.6 15.6
15.6
15.5
15.5
15.5
15.5
15.5
15.5
15.4
15.4
15.4
15.4
15.3
15.3
15.2
15.2
15.2
15.2
15.1 15.1
15.1
15.0
15.0
15.0
14.9
14.9
14.9
14.8
14.8
14.8
14.8
14.8
14.7 14.7
14.7
14.6 14.6 14.6
14.6
14.5 14.5
14.4
14.3 14.2
14.2 14.2
14.1
14.1
14.0
14.0
13.9
13.9
13.8
13.8
13.6
13.6 13.5
13.4
13.3 13.3
13.3 13.2
13.2 13.1
13.1
13.0
12.8
12.8
12.8
12.7
12.6
12.5
12.4
12.3 12.3
12.3
12.2
12.2 12.0
12.0
11.7
11.6 11.5
11.5 11.5
11.5
11.5
11.5
11.5 11.4
11.3
11.2
11.1 11.1 11.0
10.9
10.9
10.9 10.8
10.8
10.8
10.7
10.6
10.5
10.4 10.3 10.3
10.3 10.2 10.1
10.1
9.9
9.9
9.9
9.9
9.7
9.7
9.7 9.7 9.7
9.5
9.5
9.4 9.4
9.3
9.1 9.1
9.0
8.9
8.9 8.9
8.8
8.6
8.5
8.5
8.58.3 8.3
8.1 8.1 8.0
7.8
7.8
7.87.6 7.6 7.6
7.4
7.3
7.3 7.3
7.1
7.0
7.06.9 6.7
6.6 6.6
6.5
6.5
6.4
6.2 6.1 6.0
6.0 6.0
5.8
5.7
5.6
5.5
5.4 5.4
5.3
5.1 5.1 5.1
5.0 4.9
4.9
4.9 4.8
4.8 4.8
4.8
4.6
4.4
4.4
4.4
4.3
4.3 4.3
4.2
4.2
4.1
4.1
4.0
4.0 4.0
3.8
3.8
3.8
3.8
3.7 3.7 3.7 3.7
3.6
3.6
3.6 3.5
3.4
3.4 3.4 3.2 3.2
3.2
3.1
3.1
3.1
3.0
2.9
2.9 2.7
2.5
2.5
2.4
2.4
2.4
2.2
2.2
2.1
2.0
1.9
1.8 1.7
1.6 1.6
1.3
1.3
1.3
1.2 1.2
1.2 1.2
1.1
0.9
0.8
0.7
0.6
0.6
0.5 0.4
0.3
0.2
0.1
0.1
+0.1
+0.1
+0.3
+0.4
+0.5 +0.5
+0.8
+0.9
+0.9
+1.0
+1.1
+1.1
+1.4
+1.4
+1.4
+1.4
+1.4
+1.4
+1.5 +1.5
+1.5
+1.5
+1.5
+1.5
+1.5
+1.5
+1.6
+1.6
+1.6
+1.6
+1.6
+1.6
+1.7 +1.7
+1.7
+1.7
+1.7
+1.7
+1.7
+1.8
+1.8
+1.8
+1.8
+1.8
+1.8 +
+1.9
+1.9
+1.9
+1.9
+1.9
+1.9
+1.9
+1.9
+2.0 +2.0
+2.0
+2.0
+2.1
+2.1
+2.1
+2.1
+2.1
+2.2
+2.2
+2.2
+2.2
+2.3
+2.3
+2.3
+2.3
+2.4
+2.4
+2.4
+2.4
+2.4
+2.5
+2.5
+2.6
+2.6
+2.6
+2.6
+2.7
+2.7
+2.8
+2.8
+2.8
+2.8
+2.9
+2.9
+2.9
+2.9
+3.0
+3.0
+3.1
+3.2
+3.2
+3.2
+3.2
+3.2
+3.2
+3.3
+3.4
+3.4
+3.4
+3.4
+3.6
+3.7
+3.7
+3.7
+3.8
+3.8 +3.8
+3.9
+3.9
+3.9
+4.0
+4.0
+4.0
+4.1
+4.1
+4.1
+4.1 +4.1
+4.1
+4.2
+4.2
+4.3
+4.3
+4.3
+4.4
+4.4
+4.4
+4.4
+4.4
+4.4
+4.4
+4.4
+4.5
+4.5
+4.5
+4.6 +4.6
+4.7 +4.7
+4.7
+4.7
+4.7 +4.7
+4.8
+4.8
+4.8
+4.8
+4.9
+4.9
+5.0
+5.0
+5.1
+5.2
+5.2
+5.2
+5.4
+5.4
+5.4 +5.4
+5.6
+5.6
+5.6
+5.7
+5.7
+5.7
+5.9
+5.9
+6.0
+6.0
+6.1
+6.2
+6.2
+6.3
+6.3
+6.5
+6.6
+6.6
+6.6
+6.6
+6.8
+6.8
+6.9
+6.9
+6.9
+7.0
+7.2
+7.3
+7.4
+7.4
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+7.5
+7.5
+7.6
+7.6
+7.6
+7.7 +7.7
+7.7
+7.8
+7.8
+7.8
+7.8
+7.8
+7.8 +
+7.9
+7.9
+7.9
+7.9
+7.9
+7.9
+8.0
+8.0
+8.0
+8.0
+8.0
+8.1
+8.1
+8.1
+8.2
+8.2
+8.2
+8.2
+8.2
+8.3
+8.3
+8.4
+8.4
+8.4
+8.4
+8.4
+8.4
+8.5
+8.5 +8.5
+8.5
+8.5
+8.6
+8.6
+8.1
+8.6
+8.6
+8.7
+8.7
+8.7
+8.7
+8.8
+8.8
+8.8
+8.8
+8.8
+8.8
+8.8
+8.8
+8.8
+8.9
+8.9
+8.9
+8.9
+8.9
+9.0
+9.0
+9.0 +9.0
+9.0
+9.0
+9.1
+9.1
+9.1 +9.1
+9.1
+9.1
+9.1
+9.1
+9.2
+9.2
+9.2
+9.2
+9.2 +9.2
+9.2
+9.2
+8.9
+9.2
+9.2
+9.3
+9.4
+9.5 +9.5
+9.5
+9.6
+9.7
+9.7
+9.9
+10.0
+10.0
+10.2
+10.2
+10.2
+10.2
+10.3 +10.3
+10.6
+10.6
+10.7
+10.7
+10.7
+10.8
+10.8
+10.8
+11.0
+11.0
+11.1
+11.1
+11.2
+11.2
+11.3
+11.3
+11.3
+11.4
+11.4
+11.5
+11.5
+11.6
+11.6
+11.7
+11.9
+11.9
+12.0
+12.1
+12.1
+12.1
+12.1
+12.1
+12.2
+12.2
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+12.3
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+12.4
+12.5
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+12.7 +12.7
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+12.9 +12.9
+13.0
+13.0
+13.0
+13.1
+13.2
+13.2
+13.2
+13.2
+13.3
+13.3
+13.3
+13.3
+13.3
+13.3 +13.3
+13.4
+13.4
+13.5
+13.5
+13.6
+13.6
+13.6
+13.6
+13.6
+13.6
+13.7
+13.8
+13.8
+13.8
+13.8
+13.9
+13.9
+14.0
+14.0
+14.0
+14.1
+14.1 +14.1
+14.1
+14.2
+14.3
+14.3
+14.3
+14.4 +14.4
+14.4
+14.4
+14.5
+14.6
+14.6
+14.6
+14.6
+14.7
+14.7
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+15.0
+15.1
+15.1
+15.1
+15.1
+15.2
+15.3
+15.3
+15.3
+15.4
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+15.5
+15.0
+15.5 +15.5
+15.6
+15.6
+15.7
+15.7
+15.7
+15.7
+15.8
+15.9
+16.1
+16.1
+16.2
+16.2
+16.3
+16.4
+16.4
+16.5
+16.6 +
+16.7
+16.9
+17.0
+17.1
+17.3
+17.4
+17.4
+17.4
+17.5
+17.5
+17.8
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+17.9
+18.1
+18.3 +18.3
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+11.7 +13.7
+18.5
+18.5
+18.6
+18.6
+1
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+19.1
+19.2
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+19.3
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+21.0
-1
-15 -15
-15 -15
-15
-15
-15
-1
-15
-10
-10 -10 -10 -10
-10
-10
-10
-10
-10
-5-5
-5 -5
-5
-5-5
-5
-5 -5
-5
-5
-5
5 5 5
5 5
10 10
15 15
15 15 15
16.2 15.0
-15
15.0 15.0
14.9
14.9
14.7
14.6 14.6
14.5
14.5
14.3
14.3 14.2 14.1
14.0
13.8
13.8
13.7
13.7
13.6
13.5
13.4
13.4
13.3
13.2
13.1
13.1 13.1
13.1
13.1
13.0
12.9
12.8
12.8
12.8
12.7
12.6 12.6
12.5
12.5
12.4
12.2
12.1
12.1 12.0
12.0
11.9
11.9
11.8 11.8
11.7
11.6
11.6
11.5
11.5
11.5
11.5
11.4
11.4
11.4
11.4
11.3
11.2
11.2
11.1
11.1
11.0
11.0
10.9 10.9
10.8
10.8
10.8
10.8
10.8
10.7 10.7
10.6
10.6 10.5
10.4
10.3
10.2
10.2
10.2
10.1
10.1
10.1
10.0
10.0
10.0
-10
-10
-10
-10
-10
-10
-10
-10
10.0
10.0
9.9
9.9
9.8
9.8 9.7
9.7
9.6
9.6
9.5
9.4
9.4
9.4
9.4
9.4
9.4
9.3
9.2
9.2
9.2
9.1
9.0
9.0
9.0
9.0
8.9
8.9
8.8
8.8
8.8
8.8
8.8 8.8
8.78.7
8.68.6 8.68.5
8.5
8.5 8.4
8.4
8.3
8.3 8.2
8.2 8.2
8.1
8.1
8.0
8.0
8.0 8.0
8.0
7.9
7.9
7.9
7.8
7.8
7.8
7.8
7.8
7.7
7.7
7.7
7.6
7.6
7.6
7.6
7.6
7.6
7.5
7.5
7.5
7.5
7.5
7.5
7.5
7.5
7.5
7.5
7.4
7.4
7.4
7.4
7.4
7.4
7.3
7.3
7.3
7.3
7.3 7.3
7.3
7.3
7.2
7.2
7.2
7.2
7.1
7.1
7.1
7.1
7.1
7.1
7.1
7.1
7.0
7.0
7.0
7.0
7.0
7.0
7.0
7.0
7.0
7.0
7.0
6.9
6.9
6.9
6.9
6.9
6.9
6.9
6.9
6.9
6.9
6.9
6.9
6.9
6.9
6.9
6.8
6.8
6.8
6.8
6.8
6.8
6.8
6.7
6.7 6.7
6.7
6.7
6.7
6.7
6.7 6.7
6.7
6.7
6.6
6.6
6.6
6.6
6.6
6.6
6.5
6.5
6.5
6.5
6.5
6.5
6.5
6.5
6.5
6.4
6.4
6.4
6.4
6.3
6.3
6.3
6.3
6.2
6.2
6.2
6.2 6.2
6.2
6.2
6.2
6.1
6.1 6.1
6.1
6.1
6.1
6.1
6.1
6.1
6.1
6.1
VH-176
SHEET 76 OF 140
2017 MONITORING SURVEY
COASTAL PROCESSES MONITORING
FOR
POST-HURRICANE SANDY BEACH PROFILE SURVEY
FIRE ISLAND INLET TO MORICHES INLET
6.0 6.0
6.0
5.9
5.9
5.9
5.9
5.8
5.8
5.8
5.5
5.5 5.5
5.5
5.5
5.5
5.5
5.5
5.5
5.5
5.4
5.4
5.2
5.2
5.2
5.1
5.1
5.1
5.1
5.0 -5
-5
-5
-5
-5
-5
-5
-5
-5
-5
-5
-5
-5
-5
5.0
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