MR-CERC 79-5 "Beach changes at Westhampton Beach, New ...

I

US-CE-CProp;;rty of the United States Government

.?<t-5 MR 79-5

ach Changes at Westhampton Beach, New York, 1962-73

by

Allan E. DeWall

MISCELLANEOUS REPORT NO. 79-5 AUGUST 1979

Approved for public release; distribution unlimited.

tJ .S. ARMY, CORPS OF ENGINEERS

COASTAL ENGINEERING RESEARCH CENTER

Kingman Building Fort Belvoir, Va. 22060

LI BRA RY BRANCH nc•mirAL INFORMATION CENTER

US A y ENGmaR ~~/l.TERWAYS EXPERIMENT STATION VICKSBURG, t ISSISSIPPI

. Reprint or republication of any of this material shall give appropriate credit to the U.S. Army Coastal Engineering Research Center.

Limited free distribution within the United States of single copies of this publication has been made by this Center. Additional copies are available from:

National Technical Information Service A TT:N: Operations Division 5285 Port Royal Road Springfield, Virginia 22161

Contents of this report are not to be used for advertising, publication, or promotional purposes. Citation of trade names does not constitute an official endorsement or approval of the use of such commercial products.

The findings in this report are not to be construed as an official Department of the Army position unless so designated by other authorized documents.

l!NCI.ASSTFTFO SECURITY CLASSIFICATION OF THIS PAGE (When Data Entered)

REPORT DOCUMENTATION PAGE READ INSTRUCTIONS BEFORE COMPLETING FORM

I. REPORT NUMBER r GOVT ACCESSION NO. 3. RECIPIENT'S CATALOG NUMBER

MR 79-5 4. TITLE (11111d Subtitle) 5. TYPE OF REPORT & PERIOD COVERED

BEACH CHANGES AT WESTHAMPTON BEACH, NEW YORK, Miscellaneous Report

1962-73 6. PERFORMING ORG. REPORT NUMBER

1. AUTHOR(•) 8. CONTRACT OR GRANT NUMBER(•)

Allan E. De Wall

9. PERFORMING ORGANIZATION NAME AND ADDRESS 10. PROGRAM ELEMENT, PROJECT, TASK

Department of the Army AREA & WORK UNIT NUMBERS

Coastal Engineering Research Center (CERRE-CP) D31194 Kingman Building, Fort Belvoir, Virginia 22060

11. CONTROLLING OFFICE NAME AND ADDRESS 12. REPORT DATE

Department of the Army August 1979 Coastal Engineering Research Center 13. NUMBER OF PAGES

Kingman Building, Fort Belvoir, Virginia 22060 129 14. MONITORING AGENCY NAME & ADDRESS(ll dllferent from Controlllnl Office) 15. SECURITY CLASS. (of lhl• report)

UNCLASSIFIED

15a. DECLASSIFICATION/DOWNGRADING SCHEDULE

16. DISTRIBUTION STATEMENT (of Ihle Report)

Approved for public release; distribution unlimited.

17. DISTRIBUTION STATEMENT (of the abatract entered In Block 20, If different from Report)

18. SUPPLEMENTARY NOTES

-19. KEY WORDS (Continue on revere• aide If neceaury 11111d Identify by block number)

Accretion Erosion Beach profile surveys Groins Beaches Westhampton Beach, New York Coastal engineering

20. ABSTRACT ("C'oafmu• - ,.,,., .. afo fl,,__....,. - ldenllfT by block number)

Repetitive surveys of the above MSL beach were made along 20 profile lines at Westhampton Beach, on the south shore of Long Island, New York, from 1962 to 1973. After the study had begun, a large groin field (15 groins) with associ-ated beach fill was constructed in the middle of the area being surveyed. The data show that shoreline erosion of 2 to 3 meters (6.6 to 9.8 feet) per year within and updrift of the groin field was reversed after groin construction; shoreline erosion downdrift (west) of the groin field accelerated to at least

(continued)

DD FORM 1 JAN 73 1473 EDITION OF 1 NOV 65 IS OBSOLETE UNCLASSIFIED

SECURITY CLASSIFICATIOH OF THIS PAGE (lf'hen Data Entered)

UNCLASSIFIED SECURITY CL.ASSIFICATION OF THIS PAGE(Wll., Data .Entered)

28 meters (96 feet) per year. Profile lines updrift (east) of the groin field accreted at a rate of 1.10 meters (3.6 feet) per year as measured at the MSL shoreline and showed an increase of 3.68 cubic meters per meter (1.47 cubic yards per foot) per year in sand stored on the beach above MSL. The shoreline within the groin field accreted at a rate of 3.45 meters (11.3 feet) per year and the beach unit volume increased at a rate of 11.92 cubic meters per meter (4.75 cubic yards per foot) per year, including beach fill. Downdrift of the groin field the profiles showed an average MSL shoreline gain of 0,66 meters (2.2 feet) per year and an average unit volume loss of 0.12 cubic meter per meter (0.05 cubic yard per foot) per year. The largest changes measured resulted from the storm of 22 March 1973, which eroded the shoreline an average of 20 meters (65.6 feet) and removed an average of 29 cubic meters per meter (11.6 cubic yards per foot) of beach front above the MSL elevation. Beach changes were found to be seasonal, with the least amount of sand above MSL from January to May. The data taken provide no information on profile changes below MSL, either natural changes or changes caused by the groin field. However, bathymetric survey data collected within the groin field by the U.S. Army Engineer District, New York, and summarized in this report show that underwater changes are larger than changes on the beach and occasionally are opposite in sign.

2 SEC\JRITY CLASSIFICATION OF THIS PAGE(When Date Entered)

PREFACE

This report is published to provide coastal engineers with a description of beach changes at Westhampton Beach, New York. The 11-year study was begun shortly after the catastrophic storm of 5 to 9 March 1962 and was designed to measure the response of a relatively unstructured beach to seasonal changes as well as storm events. However, 3 years after the surveys were begun, a field of 15 groins requiring 5 years to complete was constructed. Some of the effects of this groin field and associated beach fill are included in this report. The work was carried out under the coastal processes program of the U.S. Army Coastal Engineering Research Center (CERC).

The report was prepared by Allan E. DeWall, Geologist, under the supervision of Dr. C. Galvin, formerly Chief, Coastal Processes Branch, Research Division.

Data collection was accomplished by the Survey Branch, U.S. Army Engineer District, New York, under the direction of W. Muszak, as part of the CERC Beach Evaluation Program (BEP) under the successive supervision of J. Caldwell, J. Darling, C. Galvin, C. Everts, and A. DeWall. Data reduction and analysis were accomplished with the assistance of B. Sims, J. Buchanan, M. Czerniak, W. Seelig, M. Fleming, T. Lawler, L. Adkinson, E. Kohler, J. Jones, P. Campos, F. Weinman, and J. Headland. Spectral analysis of wave gage data was done by the Coastal Oceanography Branch.

Special thanks are extended to the wave observers, including students of Southampton College, under the direction of Professor C.L. McCormick; F. Zimmer and N. Ackerson of the Long Island State Park Commission; M. Stephenson, C. Douhan, and J. Keller of the Fire Island National Seashore; and Chief Hickson of the Suffolk County Parks Commission. The author acknowledges and appreciates the helpful review comments from Dean M.P. O'Brien, Dr. R.L. Wiegel, and Mr. G.K. Nersesian.

Comments on this publication are invited.

Approved for publication in accordance with Public Law 166, 79th Congress, approved 31 July 1945, as supplemented by Public Law 172, 88th Congress, approved 7 November 1963.

3

I

II

III

IV

v

VI

VII

APPENDIX A

CONTENTS

CONVERSION FACTORS, U.S. CUSTOMARY TO METRIC (SI).

INTRODUCTION . . . . . . . . . . . . . . STUDY AREA •

DATA COLLECTION PROCEDURE. . . . . . . DATA ANALYSIS. . . . . . . . RESULTS. . . . . . . . . . . . .

1. Short-Term Changes. . 2. Long-Term Changes . . . . . . 3. Groin Effects .

DISCUSSION • • • • • • • • • • 1. Profile Changes • • • • 2. Seasonal Changes and Wave Climate • 3. Coastal Engineering Implications ••

SUMMARY •••

LITERATURE CITED •

PROFILE LINE DOCUMENTATION •

B PROFILE LINE SURVEY DATA • . . . . . . . . c MSL SHORELINE CHANGES •••

D ABOVE MSL UNIT VOLUME CHANGES.

E PROFILE ENVELOPES ••

TABLES 1 Westhampton Beach groin construction schedule

2 Westhampton Beach storm changes • • • • • • • • •

3 Rates of profile change on Westhampton Beach, 1962-73

4 Rates of profile changes within groin field, 1972-73 ••

FIGURES 1 Location map •••••••••

2 View east from profile line 1

4

. .

. .

7

7

9

15

16 18 23 25

27 27 29 32

33

34

37

58

102

113

• • 124

12

20

25

27

8

10

CONTENTS

FIGURES--Continued

3 View west from profile line 7 ••.•.••

4 Profile line locations, Westhampton Beach, New York ••

5 Transit and stadia board used for profile surveys ••

6 Rodman using LARC V to obtain surf zone bottom elevations.

7 Frequency of surveys at Westhampton Beach.

8 Profile coordinate system. • • • •

9 Definition of MSL shoreline change and subaerial unit volume

Page 10

11

14

14

15

17

cha.Jlge. . . . . . . . . . • . . . . . . . . . . . . . . 17

10 Changes in shoreline position and unit volume at Westhampton Beach, New York • • • • • • • • • • • • • • 19

11 Storm-induced changes at Westhampton Beach • 21

12 View of Westhampton Beach after storm of 12 November 1968, west of 11-groin field • • • • • • • • • • • • • • • • • 22

13 Monthly mean shoreline position and unit volume at Westhampton Beach . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 24

14 Net volumetric changes within groin compartments, easternmost 11 groins at Westhampton Beach. • • • • • • • • • • • • • • • • 26

15 MSL position and above MSL volume within easterly groin compartments, 1972-73 • • • • • • • • • • • • • • • • • • • 28

16 Monthly mean wave height and period observations 30

17 Monthly mean MSL shoreline position and unit volume on nonfill profile lines, 1962-73, Westhampton Beach • • • • • • . • • • • 31

5

CONVERSION FACTORS, U.S. CUSTOMARY TO METRIC (SI) UNITS OF MEASUREMENT

U.S. customary units of measurement used in this report can be converted to metric (SI) units as follows:

Multiply

inches

square inches cubic inches

feet

square feet cubic feet

yards square yards cubic yards

miles square miles

knots

acres

foot-pounds

millibars

ounces

pounds

ton, long

ton, short

degrees (angle)

Fahrenheit degrees

by

25.4 2.54 6.452

16. 39

30.48 0.3048 o. 0929 0.0283

0.9144 0.836 0.7646

1.6093 259.0

1.852

0.4047

1.3558

1.0197

28.35

453.6 0.4536

1.0160

o. 9072

0.01745

5/9

x 10-3

millimeters centimeters

To obtain

square centimeters cubic centimeters

centimeters meters

square meters cubic meters

meters square meters cubic meters

kilometers hectares

kilometers per hour

hectares

newton meters

kilograms per square centimeter

grams

grams kilograms

metric tons

metric tons

radians

Celsius degrees or Kelvinsl

lTo obtain Celsius (C) temperature readings from Fahrenheit (F) readings, use formula: C = (5/9) (F -32).

To obtain Kelvin (K) readings, use formula: K = (5/9) (F -32) + 273.15.

6

BEACH CHANGES AT WESTHAMPTON BEACH, NEW YORK, 1962-73.

by Allan E. DeWaZZ

I. INTRODUCTION

Beach changes observed during repeated surveys at Westhampton Beach, New York, conducted by the Corps of Engineers from 1962 to 1973, are analyzed as part of the U.S. Army, Coastal Engineering Research Center (CERC) Beach Evaluation Program (BEP) (formerly known as the Pilot Program for Improving Coastal Storm Warnings or Storm Warning Program). The BEP's objective is to measure beach and dune changes due to erosion and accretion at selected localities and relate these changes to the coastal processes producing them. The BEP was a direct outcome of investigations into the effects of the Great East Coast Storm of March 1962 (see U.S. Congress, 1962). Twelve beaches in the region hardest hit by that storm (Massachusetts to North Carolina) are presently under study in this program. The surveying at Westhampton Beach is coordinated by CERC; the U.S. ArIIrf Engineer District, New York, is responsible for the fieldwork.

This report presents an analysis of beach profile changes at Westhampton Beach, documents the precise location of the surveyed profile lines, and describes the survey procedures used and accuracy obtained in repetitive surveys to wading depth.

Profile changes are analyzed in three parts: (a) short-term changes, including storm-induced changes and other changes between surveys; (b) long-term changes, including seasonal and yearly changes; and (c) some effects of a groin field and beach fill constructed during the study period. The variables analyzed include the mean sea level (MSL) shoreline position and the volume of sand stored on the beach above the MSL datum. Apparent trends in beach changes are correlated with observed wave conditions.

Volumetric change data to -6 meters MSL obtained before, during, and after groin construction are also presented (U.S. Army Eng~neer District, New York, 1976) .

Metric units are used throughout this report except for specifications in data collection and computer processing where U.S. Customary units are given with the metric equivalent.

II. STUDY AREA

Westhampton Beach is a barrier island located on the south shore of Long Island, approximately 120 kilometers northeast of New York City (Fig. 1). The barrier island is 22 kilometers long, and ranges from lSO to 800 meters wide. The island is bounded on the east by Shinnecock Inlet and on the west by Moriches Inlet, and is separated from the Long Island "mainland" by the shallow Shinnecock and Moriches Bays and by

7

dredged canals in the center part. The island encompasses the village of Westhampton Beach, the corrununities of Tiana Beach and Quogue, and the Copsoque Beach Park.

The geomorphology and geologic history of the south shore of Long Island have been summarized in Beach Erosion Board (1960), Taney (196la), U.S. Army Engineer District, New York (1963, 1969), and Heikoff (1976).

Since the shoreline of Westhampton Beach trends N. 70° E., it is parallel to wave crests coming from the south-southeast. The ocean beaches consist of medium to coarse grain (0.3 to 1.2 millimeters or 1.7 to -0.3 phi; Taney, 1961b) quartz sand and are approximately 75 to 125 meters wide from the frontal dune to the mean low water (MLW) shoreline (Figs. 2 and 3). Maximum dune elevations range from 4.6 to 7.6 meters above MLW, with the higher elevations occurring on the eastern profiles.

Tides are semidiurnal with a mean range of 0.9 meter and a spring range of 1.1 meters. Mean wave height, from visual breaker observations between 1968 and 1973, is 0.73 meter; mean period is 8.1 seconds.

The direction of net longshore sand transport is from east to west and the average net rate has been estimated to be about 230,000 cubic meters per year at Shinnecock and Moriches Inlets (U.S. Army Engineer District, New York, 1971). Net transport rates decrease eastward along the south shore of Long Island due to increasing exposure to waves from the southwest.

Twin jetties were constructed between 1947 and 1954 at both Moriches and Shinnecock Inlets, together with revetments along the west shore of each inlet. The jetties at Shinnecock Inlet were completed about 2 years before those at Moriches Inlet. Three separate dune-fill projects on Westhampton Beach were completed by the State of New York in 1951, 1958, and 1967. The last two projects amounted to 116,000 and 76,000 cubic meters of fill, respectively. Additional work by the State and Federal Governments included dune reconstruction after a major hurricane in September 1938, emergency closure of breaches in the barrier opened in 1954 (Hurricane Carol) and during the 6, 7, and 8 March 1962 northeaster (vicinity of profile line 7, Fig. 4), construction of a field of 15 groins, and associated beach fill. A total of 864,000 cubic meters of fill material, with median grain si:z-e- o-f- o. 35 millimeter, was pr aced- afong the beach front after the March 1962 storm.

Groin construction was accomplished in two phases (Table 1 and Fig. 4). Eleven groins were constructed between profile lines 5 and 8 during July 1965 to October 1966. The groin field was extended 1,800 meters westward with an additional four groins between August 1969 and July 1970. These additional groin compartments were filled with a total of 1.9 million cubic meters of dune and beach fill, placed during 15 March to 23 May 1969 and 27 to 31 October 1970.

III. DATA COLLECTION PROCEDURE

A total of 20 profile lines was established along azimuths perpendicular to the local shoreline (Fig. 4). Profile lines 1 to 11 were

9

0 2 4 5

Figure 4. Profile line locations, Westhampton Beach, New York. Surveyed profiles extend from dune to wading depth along plotted profile line.

Table 1. Westhampton Beach groin construction schedule.l

Groin No. 2 Station3 Started Completed (ft)

1 460 + 84.87 7 July 1965 25 Mar. 1966

2 472 + 74.16 13 Apr. 1966 13 Oct. 1966

3 484 + 66.94 15 June 1965 2 Mar. 1966

4 495 + 77.25 24 Nov. 1965 30 June 1966

5 509 + 38.40 26 May 1965 24 Jan. 1966

6 521 + 42.97 12 Nov. 1965 28 July 1966

7 535 + 42.57 7 May 1965 31 Jan. 1966

8 547 + 83.54 1 Nov. 1965 13 Sept. 1966

9 559 + 52.00 12 Apr. 1965 29 Sept. 1965

10 572 + 63.68 18 Oct. 1965 12 May 1966

11 584 + 98.83 15 Mar. 1965 27 July 1965

12 600 + 34.90 30 Oct. 1969 - - - - - - -

13 615 + 25 25 Aug. 1969 - - - - - - -

14 628 + 50 22 Oct. 1969 - - - - - - -

15 643 + 75 4 Aug. 1969 - - - - - - -1Data from U.S. Army Engineer District, New York. 2Numbe!'ed fr_om e_ast to west.

3Groin stationing is reported in feet along the U.S. Army Engineer District, New York, baseline.

4

4 Individual completion dates for groins 12 to 15 are not available; construction time was reportedly similar to groins 1 to 11, and all four groins were reportedly completed by 24 July 1970.

12

established at approximately 1.5-kilometer intervals in 1962. Profile lines 12 to 20 were established in 1972 and located within and just updrift of the two easternmost groin compartments. These profile lines were spaced at an average interval of 92 meters. In 1974, concrete monuments with standard brass Corps of Engineers' discs were placed on each profile line. Each monument was referenced horizontally to the State plane coordinate system (Long Island Lambert) and vertically to a local MLW datum (approximately 0.43 meter below mean tide level) established by the New York District. Monument documentation is given in Appendix A.

Profile surveys were collected by professional surveyors from the New York District, using the transit and stadia method (Fig. 5). Surveys were conducted along the established profile lines, starting in the vicinity of the primary dune crest and continuing as far seaward as a rodman could safely wade. At low tide, when surveys were usually scheduled, the profiles generally crossed the MLW datum. Onshore winds or high waves occasionally kept the rodman from reaching the MSL elevation. Occasionally, an amphibious vehicle (LARC V) was used to carry the rodman along the seaward part of the profile line (Fig. 6).

Only one instrument setup per profile was usually made. If, at the seaward end of the profile, the stadia rod was too low to be sighted when leveling, the rodman often used the "booting" method to get the needed elevation by placing the bottom of the rod at a premeasured elevation (such as the rodman's boot top or belt), which would bring the top of the rod back into the level line-of-sight.

The surveyed points defining the profile were recorded to the nearest 0.1 foot (0.03 meter) in distance and to the nearest 0.01 foot (0.003 meter) in elevation. For analysis purposes, these values were reported to the nearest 1.0 foot (0.3 meter) for distance and 0.03 meter for elevation. Points were surveyed approximately every 8 to 15 meters and at every visible change in slope.

The data obtained during the 1962-68 period W6re recorded in standard surveyfrr's field noteho~ks and plotted at a scale-of 1:60 VeI'tical and 1:600 horizontal. The 1969 to 1973 data were transcribed from the field notebooks to optical scanner forms.

The frequency of surveys ranged from weekly to quarterly, but they were generally done on a near-monthly schedule (Fig. 7). During each of the winters of 1967-68, 1968-69, and 1969-70, a series of 10 weekly surveys was made on profile lines 1 to 11. An attempt was also made to survey all lines immediately after significant coastal storms.

During the winter months of 1968 to 1974, rows of pipes were jetted into the sand at surveyed points along profile lines 4 and 8. Weekly sand level measurements were made by volunteer observers as a supplement to the instrument surveys. This project and an analysis of the first season's data are discussed in Urban and Galvin (1969).

13

5. st

V to zone

14

... .. +... 0

12

10

~ 8 ... 0.

-0

... .. ""' E ~ 4

2

-""

'"

,..

--

~ ~r l .....

r ~ T T rn 1962 1963 1964 1965 1966 1967 1968 1969 1970 1971 1972 1973

Ytor

Figure 7. Frequency of surveys at Westhampton Beach.

IV. DATA ANALYSIS

Copies of the hand-plotted profiles from 1962 to 1968 were digitized at each of the surveyed points using an Auto-Trol 3400 digitizer and the resulting data were stored on magnetic tape. Data collected after 1968 were transcribed directly to optical scanner forms (International Business Machines Corporation, 1968) and converted to punchcards automatically. Hand-plotted data were edited for unreasonable values before digitizing. However, it was necessary to edit the directly coded data before storage on magnetic tape. lJata corrections were verified with the original sur.;. vey books or by the surveyors, rather than being arbitrarily made in the office. The basic data for this report are tabulated in Appendix B. Distances (feet) are referenced to the profile .line bench mark and elevations (feet) are referenced to the MLW datum.

The profile data were analyzed for changes in MSL shoreline position (App. C) and changes in unit volume between surveys (App. D). For purposes of analysis, all profile changes were referenced to conditions on the "initial survey date." The initial survey dates for profile lines 1 to 11 and 12 to 20 were 11 October 1962 and 9 August 1972, respectively. The distance-elevation coordinates of the MSL-contour intercept with the initial survey on each profile line were then redefined as the origin (O.O) of a new coordinate system to which all subsequent surveys were

15

referenced (Fig. 8). Negative distances indicate stations landward of the MSL-intercept with the initial profile; positive distances indicate seaward stations.

For a profile crossing the MSL elevation, the MSL-intercept was linearly interpolated. When a profile did not cross the MSL elevation, but reached the +2-foot MSL elevation, the MSL-intercept was determined by extrapolating the profile along the slope defined by the two seawardmost surveyed points on the profile.

The cross-sectional area under each profile was computed. This area is bolUlded by three lines: (a) a vertical line projected from the landwardmost distance conunon to all surveys on a given profile line, (b) a horizontal line at the MSL elevation, and. (c) the surveyed profile. The calculation was accomplished by summing 1-foot horizon.ta! slices thro'l:lgh the area llllder the profile (Fig. 9). The area change from the initial survey was then computed by subtracting the initial profile area from each subsequent profile area. Cross-sectional areas were computed in square feet and then converted to unit volume in cubic meters per meter of shoreline (1 cubic meter per meter= 10.8 cubic feet per foot). Areas were not computed under those profiles not reaching the +2-foot elevation at the seaward end.

A time-history plot in Appendixes C and D identifies dates of profile surveys, documented storm events, groin construction, and beach fill.

The plots in Appendix E are profile envelopes; i.e., the plots show two lines drawn through the upper and lower extremes of the surveyed sand elevations on each of the profile lines. The envelope of extremes usually contains points from many different surveys, rather than trace a particular eroded or accreted profile folllld during one survey.

V. RESULTS

During the 11-year study, 11 291 profile line surveys were collected. Surveys were scheduled monthly (or more often) for the first 18 months (Fig. 4). This frequency dropped to (approximately) quarterly surveys during 1964 to 1967. From 1968 to the end of the study, the data collection effort was concentrated during the winter months when there was a higher probability of the occurrence of northeasters. Scheduled surveys were generally bimonthly during the calmer weather of late spring to early fall.

The profile changes analyzed in this report are grouped by short-term and long-term changes. Short-term changes are changes measured between surveys; i.e. 1 changes which occur over an interval of a few hours or days (in the case of storms) or over a few months (in the case of seasonal changes). Long-term changes that can be identified in the profiles include the yearly changes and may suggest longer term trends reflecting a relative rise in sea level and barrier island migration.

16

Loter Survey 1 't' 1 S

-------------..... / n1 10 urvey

' ', ' ' ',

' ' ' ' ' ' ' ' MSL

-50 -40 -20 -10

Distance { ft )

' ' ' '

Figure 8. Profile coordinate system.

I )~' ______ MSL ______ 'W")~

I

I I

I I

I

l'v1St.

SUBAERIAL UNIT VOLUME CHANGE

(m 3/m)

--Cross -Sectional

Area Change Between Surveys A and B

(m2)

x

+y

4

3

2 --c 0

:.;: 0 > Q)

LLJ

Unit Distance Parallel to

Shore

(I m/m)

Figure 9. Definition of MSL shoreline change and subaerial unit volume change.

17

Changes in the MSL shoreline position and unit volume for profile lines 1 to 11 during the study period are summarized in Figure 10. The same changes also appear in Appendixes C and D, with distances and volumes referenced to the MSL position and beach volume in October 1962. These data show alternating intervals of accretion and erosion throughout the study, with only small net changes on the profile lines away from the influence of the groin field. The changes on profile lines 5 to 9 are a result of the groin field and artificial fill. Profile lines 1 to 4 are presumably undergoing more "natural" changes, although these changes may also be caused by the groin field. The U.S. Army Engineer District, New York (1976) has suggested that the changes measured on the easterly profiles are influenced by the placement of dredged material from the Intracoastal Waterway, which runs along the north side of the barrier island. However, the quantities and extent of dredged-material placement are not well documented.

1. Short-Term Changes.

Twenty-eight pairs of profile surveys were made shortly before and after significant coastal storms (Table 2). Typically, these storms are winter northeasters-extratropical low-pressure systems which develop inland, strengthen as they reach the coast, and then move fairly rapidly toward the north-northeast. The storms listed in Table 2 are not the only storms which occurred during the study, and may not even include the most damaging storms. For example, the majority of the listed storm changes occurred during the three scheduled 10 weekly surveys (17 of 28 storms). The table also shows that very few surveys were made immediately after storms. Since there is often a very rapid recovery of the beach immediately after storm erosion, the changes shown in Table 2 are con-

. sidered to be conservative estimates.

A detailed analysis of the 17 December 1970 storm (a moderate northeaster) and its effect on the profile lines at Westhampton Beach is presented in DeWall, Pritchett, and Galvin (1977). The September 1967 storm (Hurricane Doria) generated coastal waves up to 4.6 meters in height, as measured by the CERC wave gage at Atlantic City, New Jersey (Fig. 1).

The beach profile change data in Table 2 are average values of the change in MSL position and unit volume above MSL for profile lines 1 to 11. Changes by profile line for each of the storms are plotted as histograms in Figure 11, which clearly shows that for any given storm both ~ccretion and erosion occurred at different profile lines. The figure also shows that a given profile line may have undergone significant erosion during one storm and significant accretion during another. The greatest amount of erosion that was measured resulted from the storms of March 1973, 18 February 1969, February 1972, and September 1967 (Hurri-cane Doria). ·

Two storms during 7 to 12 November 1968 caused considerable property damage near profile line 8 (Fig. 12), but are not included in Table 2 because the prestorm survey was in March 1968. During the interval 27

18

-40 40

o ........ ~U->l.~~IU-__.~

-~8

-40 J ·:~tty

-40 40

01-"-lnlil~~-J-..:...._--'~

-40 ._._,_,L-1.. .... _._.&...L-'-l...J 1962 1985 1968 1971 1974

Vtar

PROFILE LINE

2

3

4

Groin Construction

5

6

7

8

J !t -150

150

0'"-""""'IL--'=~~~~~

-150 150

-150 150

9 Or--..i:-\.C'--~=Y---+-~-Groins and Fill--·...:.I ::-.:50::.._~---

150 .

10

II

oft1\7N -o, V'd"'Vfv\ -150

0 . • ""' ~-150·~

-150:~ :ti': 1962 1985 1968 1971 1974

Year

Figure 10. Changes in shoreline position and unit volume at Westhampton Beach, New York.

19

N 0

Tb 2 W h 1 B h h a le . est .ampton eac storm c anges. Storm dates Survey dates MSL shoreline change Above MSL unit volwne change

(m) (m2 /m) (Avg.) (Std. dev.) (Avg.) (Std. dev.)

19 to 22 Oct. 1963 25 Sept., 30 Oct. 1963 6.89 9.87 13.36 16. 71 13 Jan. 1964 8, 21 Jan. 1964 -3.39 13.24 -16.63 13.55

10 to 17 Sept. 1967 20 Juiy, . 21 Sept. 19672 -16.20 18.31 -25.52 42. 77 7 Jan. 1968 5, 11 Jan. 1968 5.07 7.20 0.24 7.75

14 Jan. 1968 11, 18 Jan. 19682 -6.68 11.59 -5. 60 10. 83 25 Jan. 1968 24, 31 Jan. 19682 -9.21 7.10 0.37 10.23

8 Feb. 1968 7, 14 Feb. 1968 -6. 35 11.93 -2.76 12.20 25 Feb. 1968 21, 28 Feb. 1968 -0.42 9.31 4.65 11. 61

1 Mar. 1968 28 Feb., 6 Mar. 1968 3.46 5.34 0.05 5.01 13 Mar. 1968 6, 14 Mar. 1968 -0.51 4.48 -4.61 4.94 18 Mar. 1968 14, 22 Mar. 19682 1.03 8.30 0.62 4.13 23 Mar. 1968 22, 27 Mar. 1968 1.50 9.73 -0.62 6.53 22 Jan. 1969 17. 29 Jan. 1969 -7.54 15.81 -8. 06 18.69 10 Feb. 1969 7, 13 Feb. 1969 0.87 15.42 7.33 19.19 18 Feb. 1969 13, 24 Feb. 19692 -14. 19 14.24 -28.91 23.73 24 Feb. 1969 24, 28.Feb. 19692 -3.03 13.53 0.32 13. 21

2, 7 Mar. 1969 28 Feb., 10 Mar. 1969 6.38 18.39 8.95 24.38 10 Mar. 1969 10, 14 Mar. 1969 4.61 8.12 2.78 9.91 11 Dec. 1969 25 Nov., 20 Dec. 1969 -3.13 7.85 -8.78 25.94

20 to 27 Dec. 1969 3 20 Dec. 1969, 15 Jan. 1970 3.74 12.11 5.81 32.81 21 Jan. 1970 15, 22 Jan. 1970 2.83 8.20 6. 77 13.16 15 Apr. 19703 13 Mar., 7 May 1970 2.86 13. 77. -5.29 17. 91 17 Dec. 1970 1, 18 Dec. 1970 3.91 11.29 -10.44 17.35

4 Feb. 1972 31 Jan., 5 Feb. 1972 -1. 68 9.30 -24.10 20.02 13, 19 Feb. 1972 5, 22 Feb. 1972 -2.12 7.96 -21. 26 13.49

16 Dec. 19723 5 Dec. 1972, 3 Jan. 1973 2.11 13.96 -3.03 25.22 9 to 12 Feb. 1973 6, 13 Feb. 1973 -5.81 18.29 -18.84 26.68

22 Mar. 1973 16, 24 Mar. 1973 -20.52 16. 35 -29.18 19.55

lAverage change measured on profile lines 1 to 11; negative values indicate erosion. 2Not all profiles reached MSL. 3More than one storm occurred during the interval between surveys.

-20 10

Ot-mTTTT"s:cr-10 -20 -30 -40

2 4 • •· 10 Profit• L1ii1

20

-20

e 20

~ o' h:.P.H+....-.1..1-

Stor11 Doll t9·22 Oct

1963

13 Jon. t964

t0-t7 Sept 1967

7 Jon. t968

t4 Jon. t968

25 Jon. 1968

8 Feb. t968

25 Feb. 1968

I Mor. 1968

t3 Mor. t968

t8Mor. t968

23 Mar. t968

22 Jon. 1969

llil Questionobl1

-2.0

20

-io •40

-10

Iii Dato

tO Fil 196'9

t8 Feb. 1969

-·0 ...,1=4,_...1-1-IO-Profit• Lint

10 zo 10 o i---,,..p.-.,...,.....+-•

-10 -20

30

20 10

0 ttrH-r-"""rttr-·10 20 10

!-10 g -20 ~ :; 0 l+++-+-'-'H-<-~

"" -10 .! 20 ~ 10 0 t; 0 h-jf+r+'--'""' .......... -1-10 ;: 20

10 0 A-r-Al-rl ....................

-10 20

10

-10

I 4 I I IO Prolilt Lint

40

20 01-.-.i.+..+C..Jq...,......

-20 ·40

-10

10

·IO 2 4 I I 10 Profitt Lint

Figure 11. Storm-induced changes at Westhampton Beach.

21

Sltr11 Datt 24 Feb. t969

2,7 Mot 1969

tO Mot 1969

II Dec. 1969

t5 Apr. t970

17 Dec. t97D

4 Feb. 1972

t6 Dec. t972

22 lllr. 1973

March to 19 November 1968 the shoreline at profile line 8 eroded 18 meters. It is not known what percentage of this erosion was due to the November storms, since the profile was still adjusting to the groin which was constructed 75 meters updrift in 1965. A total of 562,700 cubic meters of sand was lost from the 1,800-meter reach west of the 11-groin field due to the 12 November 1968 storm (U.S. Army Engineer District, New York, 1969). Based on poststorm inspections and examination of air photos, it was reported that the November 1968 storms caused the most damage during this study period (G.K. Nersesian, Chief, New Jersey Planning Group, U.S. Army Engineer District, New York, personal communication, June 1978).

Other than storms, the significant short-term profile changes measured are directly attributable to groin construction and beach-fill events. Losses similar to the large losses previously noted on profile line 8 also appear on profile lines 7, 8, and 9 after completion of the first field of groins (Apps. C and D). During the 2-year period after groin construction, the shoreline at profile line 8 eroded at 20 meters per year, and the unit volume loss was 9 cubic meters per meter per year. These losses confirm that the groins were effectively trapping littoral drift being transported to the west.

The large gains in sand volume observed on profile lines 8 and 9 represent the two beach-fill projects in 1969 and 1970. The emergency fill placed during March, April, and May 1969 is quite apparent on profile line 8 (App. D). The time of this fill coincides with a period of natural accretion observed on most of the other profiles. The second and much larger fill project (27 October 1969 to 31 October 1970) was in conjunction with the construction of groins 12 to 15 (Fig. 4 and Table 1). This fill totaled 1,490,000 cubic meters of material (determined from surveys in the borrow area) placed over 1,800 meters of shoreline. Since the borrow area was in the lagoonal sediments of Moriches Bay, not all fill material was of suitable sand size. Before-and-after surveys of fill on profile lines 8 and 9 indicate that at least 175 cubic meters per meter of material was placed on the beach above MSL. Since the surveys did not include all of the dune profile, this value is a minimum.

2. Long-Term Changes.

In addition to the short-term changes, which are often quite large, the data in Figure 10 suggest that the profiles ·undergo seasonal cyclic changes and also a longer term net change which may or may not be cyclic.

Figure 13 shows the monthly average MSL shoreline position and unit volume for each of the profile lines. The "zero" MSL position and unit volume in the figure represent the mean of the monthly averages for each profile line. These data show that changes are actually seasonal with the least aJliount of sand on the beaches from January to May and the most sand on the beaches from June to December. However, relatively few surveys were made in summer, and the data shown in the figure for July are based on only three surveys over the 11 years (1963, 1964, and 1967); therefore the data may be less representative of average summer conditions.

23

N ~

'T1 I-'•

OQ

R CD

.... VI .

§~ I-'• ==' rt rt

;:r' <: I-' 0 '< ....... ~ s 9 CD CD Ill

==' Ill rt Ul

;:r' :;:o CD 1-i Ul CD rt I-' ::r I-'•

~ ~ "'d irt "d iO 0 I=' Ul ' I-'• tp rt CD I-'• Ill 0 g. ==' . §

p..

Jan. Fib. Mar. Apr. May June July Aug. Sept. Oct. Nav. Dec.

Jan. Fib. Mar. Apr. May June July Aug. Sept. Oct Nov. Dec.

I I I •N- -N 00000 0

I I I ...... NO • o•o cao

MSL Shoreline Position (m), Relotive to Mean Position ~! -N ~! -N ~! -N ~L -• ~L -N ~L -• o~ooo 00000 00000 00000 00000 00000

0 co CD _,, CJ) Ul

I I I I I I -- -N N- _,. N- -N 00000 00000 00000

• "' N

Unit Volume Change Above MSL (m3/m), Relative to Mean Unit Volume ~~ NO ~~ NO ~~ NO ~~ NCll ~~ NO ~~ NO ~~ NO ~~ NO ·~ NO oOooo ouiooo 00000 00000 00000 00000 00000 00000 00000

I I N- -Nc.11 000 000

I I

"'O r .. __ o

:J -·= • c.llN NUii .... OUIOUIOO

Table 3 shows the rates of change for profile lines 1 to 11 during the interval 1962-73. These change rates were computed by the leastsquares method and indicate that with the exception of profile line 10, all profile lines had a net accretion above MSL over the 11-year interval.

T bl 3 R f h w th t B h 1962 73 a e . ates o pro 1 e c an ge on es amp on eac , -Profile line Distance from MSL shoreline Above MSL unit

profile line 1 change 1 volume changel (m) (m/yr) (m3/m/yr)

1 0 0.15 3.90 2 1, 570 0.86 4.19 3 3, 119 1.84 4.06 4 4,685 1.56 2.59 5 6,253 5.97 18.17 6 7,699 4.33 13.99 7 9,147 0.89 1.68 8 10,651 2.512 11. 672

9 12,253 3.552 14.092

10 13,801 -0.28 -1. 31 11 15,365 1. 59 1. 06

Avg. +2.09 +6. 74 1Positive values denote accretion; negative values, erosion. 2Within the area of direct placement of beach fill.

3. Groin Effects.

The profile change data in Figure 10 show that the groin field at Westhampton has effectively built up the beaches within and inunediately updrift of the field (profile lines 5 to 9). After completion of the first 11 groins, profile lines 5 and 6 began an accretionary trend that is in contrast to the first 3 years of the study when the net change was nearly zero. During the int'erval between completion of the first 11 groins and completion of the last 4 groins, profile lines 8 and 9 showed an erosional trend~ which was reversed and stabilized as a result of the beach fill and additional groin construction. A period of accretion on profile lines 1 to 4, which was generally coincident with accretion measured on profile lines 5, 6, and 7, may also be due to the groins but is interpreted as resulting from other causes.

An independent set of survey data collected in the vicinity of the groin field by the U.S. Army Engineer District, New York, and which extended to below -18 feet (-5.5 meters) MLW, is sununarized in Figure 14. These data show a large amount of accretion occurring below MLW during the period of construction. After completion of the first 11 groins, the three easterly compartments continued to accrete; the westerly compartments lost a considerable amount of material. Most of the erosion occurred below the waterline while the above MLW profiles indicated accretion. The three easterly compartments were reported to be filled and bypassing sand by 1972 (G.K. Nersesian, personal conununication, June 1978).

25

.,. Direction of Net Longshore Tronsport

1 :::·:::: _::i~ f,~\'j~\- ., •

':; .... 1964 ~··~ E To 200 ;;;- Oct. 1966 100

.§ {Constr~ction\ O ~ \ Period J -I oo ::I

0 > c Oct. 1966

To ~ Apr. 1970 c 0

.I:! <.> -CD z

200

100

Position of Groin

Apt 1970 To

.lulr 1975

200~ -1o~~_f!!al!:~'.Jl!!l!:.ri!l!1.!'1!ml~~~~~.:;.;.:;:~~~~mfm7iiifr.i7l;;;;;;;;;;:;~

-200

. Vll!//!IA M L W to Y/l//////J - 5. 5 m .

Ab MLW ove

Figure 14. Net volumetric changes within groin compartments, easternmost 11 groins at Westhampton Beach (revised from U.S. Army Engineer District, New York, 1976).

26

The purpose for establishing profile lines 12 to 20 in 1972 was to detennine the effects of the groins at various positions within the two easternmost compartments (Fig. 10). The changes in MSL shoreline position and unit volume for profile lines 12 to 20 are plotted in Figure 15 and summarized in Table 4. The shoreline position in the figure was traced from aerial photos taken after the 19 February 1972 northeaster. The change rates in the table were computed by standard linear regression analysis. These data show that, of the three groins, only groin 1 is impounding sand on its east (updrift) side and losing sand on its west side. Since most of the impounded sand appears to be removed during periods of erosion, only a small net increase in unit volume occurred updrift of groin 1 between August 1972 and December 1973 (0.5 cubic meters per meter). Profile line 13, immediately downdrift of groin 1, has undergone a net erosion with some recovery during the summer. Profile lines 15 and 16 on either side of groin 2 both accreted, while the two profile lines immediately east of groin 3 showed a net erosion. During the 16-month interval the two compartments gained a total of 17,940 cubic meters of sand above MSL. The compartment bounded by groins 2 and 3 accreted at a rate 86 percent higher than the compartment bounded by groins 1 and 2. The rates of accretion measured on profile lines 14 and 18, located near the midsection of the two compartments, are significantly higher than the average rates for the compartments. Profiles away from the groin field showed little net change during the same period (Fig. 10).

T bl 4 a e . Profile

12

13 14 15

16 17 18 19 20

line R t a es o

Groin

1

2

3

f f" 1 pro i e c Distance

groin (m) 63

0 61

182 316 363 386 416 £34 669 699 726

h anges . h" wit in groin f" ld 1972 73 ie , - . from MSL shoreline Above MSL unit 1 change volume change

(m/yr) (m 3/m/yr) -0.54 +0.49

------ -------6.39 -4.22 +8.92 +16.18 +4.39 +27.03

------ ------+18.98 +37. 85 +24.79 +62. 32 +11. 77 +26~ 78_ -6.23 -0.38

-10. 52 -19.01

Avg. (distance-weighted) 1 to 2 +2.37 + 12. 76 2 to 3 +8.51 +23. 71 1 to 3 +5.44 +18.24

VI. DISCUSSION 1. Profile Changes.

Previous studies of profile changes at Westhampton Beach have determined shoreline erosion rates of 2 to 3 meters per year for data collected

27

Profile Line 12-- -

13- - - -

14- - - -

15-- - -Groin No. 2

16-- - --17- - ..... - -

18- --

T9-- - . 20--

Groin No. 3

O DO 100 1po

(ml

Profile Lina

12

13

14

15

16

17

18

19

20

130[ 0 -i..r---

-:~g[ 0 ·i;;;;:..-

·130 1301 o-y·

-:~g~ ~ 0 ~-:§·1~gl ! 0 • .,.t.

>-:~g[ ~ 0 .Jr..

-13g[ •• -.y-

-1~8

o[-At---

-ag~ 0 ~-

·130 72 73

Figure 15. MSL position and above MSL volume within easterly groin compartments, 1972-73.

28

between 1940 and 1956 (Taney, 196la; Beach Erosion Board, 1960). Taney has also shown that Westhampton Beach retreated at an average rate of 0.6 meter per year for the interval between 1938 and 1956. This suggests that the accretionary period documented during this study is not typical of the long-term trend. Although much of the overall gain can be attributed to the trapping of littoral drift within the groin field and the placement of fill within the four westernmost groin compartments, significant accretion also occurred on five profile lines that are presumed to be less influenced by the groin field (profile lines 1 to 4, and 11). The profile lines within the easternmost groin compartments and immediately to the east of the groin field generally showed the highest rate of nonfill related accretion. It is not known how much of this accretion might be due to a general recovery from the storm of March 1962.

A natural accretionary trend, coincident with the construction of the Westhampton Beach groin field, is suggested by changes measured on profiles located 2 to 5 kilometers updrift and 3 kilometers downdrift of the groin field. Erosional trends measured on profile lines 2, 3, 4, and 11 from 1962 to 1968 were reversed in 1969. The rapid shoreline advance observed on profile line 11 during 1972 may be a result of fill material migrating westward from the groin field. This material was apparently transported seaward of the shoreline at profile line 10 since there is no indication of it from the beach surveys on that line. Everts, DeWall, and Czerniak (1974) documented an alongshore migration of fill material placed on the beach at Atlantic City, New Jersey. Migration rates of the subaerial "hump" or volume maximum resulting from two separate fill projects were 2 and 3 meters per day. If the 1972 accretion observed at profile line 11 on Westhampton Beach resulted from the 1970 fill, the rate of alongshore movement of the volume maximum from profile lines 9, 10, and 11 would have been 4 meters per day. It is also possible that the general accretionary trend is due to artificial nourishment associated with both the groin construction and with placement of material dredged from the Intra-coastal Waterway.

2. Seasonal Changes and Wave Climate.

Monthly mean wave height and period observations (from three sources) are summarized in Figure 16. The gage data are from a spectral analysis of 1,024-second digital records collected by CERC four times per day, using a pressure sensor located on the sea bottom, offshore of Southampton (Fig. 1). Visual observations of breaking waves on a near-daily basis by volunteer observers at Southampton and Westhampton indicate that the breaking waves arrive more frequently from the southeast (from the left of shore-normal, to an observer on the beach) on a yearly basis. During the summer months the lower waves tend to arrive from the south-southwest, or slightly from the right of shore-normal. A comparison of these data with the average nonfill profile changes summarized in Figure 17 shows that, as expected, the higher steeper waves during the fall and winter months tend to remove sand from the beaches, while the lower less steep summer waves tend to rebuild the beaches. A partial beach recovery in December

29

4 8

3 Height Period 6 - 0

Southampton (Gage) • -E Aug.1975-July 1976 ., -+- A

Southampton (Visual)

' ~ .c July 1970- Moy 1973 0 0

Westhampton (Visual) ...

(.)J cu a CD 0 :c 2 Jan. 1968-Apr.1973 • 4a..

2

Jan. Feb. Mar. Apr. May ·June July Auo. Sept. Oct. Nov. Dec. Mean Wave HeiQht and Period Observations

Figure 16. Monthly mean wave height and period observations.

c 8 -0 --e·~ 4 -a.. -gc ·- 0 +- G>

0 ·c;; ~ 00

Q.. +-....J G> -4 en> -:E :+:

0

G> -8 a: ...

CD E 16"' ::II

-o e> ;;;- +- 8 • e·-_c

::::> G> c Eo 0 .2 G> 0 :E >

0 +-+- -8 -c G>

::::> > -~ -16 ... G> a:

I

I

Jan. Feb. Mar. Apr. May June July Aug. Sept Oct. Nov. Dec. Month

Figure 17. Monthly mean MSL shoreline position and unit volume on nonfill profile lines, 1962-73, Westhampton Beach (includes data from profile lines 1 to 7, 10, and 11).

appears to be coincident with the occurrence of longer waves during that month (Fig. 16). Figure 17 gives averages of the monthly mean shoreline position and unit volume data shown in Figure 13, excluding profile lines 8 and 9. As discussed previously, the averages shown for July are based on only three surveys and may not be representative of average conditions. The surveys at Westhampton Beach have shown that short-term (less than 1 year) fluctuations in beach width of at least 60 meters can be expected away from the influences of the groin field. Changes within and downdrift of a new groin field can be much greater.

Profile envelope plots in Appendix E show the maximum excursions of ·the MSL shoreline and the maximum and minimum elevations measured along each profile line. The envelopes for profile lines 1 to 11 represent the "active" sand lens over the full 11-year study; the envelopes for profile lines 12 to 20 represent the active sand lens over the last year and a half of the study. The envelopes for profile lines 8 and 9 include the two beach-fill projects; envelopes for profile lines 5, 6, and 7 show the effects of impoundment by the groin field.

3. Coastal Engineering Implications.

The beach profile data in this report principally reflect the artificial changes resulting from placement of the groin field and associated beach fill, which began in July 1965. Profile changes measured before the groin field construction were definitely influenced by both natural and artificial (dune and beach fill) recovery from the effects of the March 1962 northeaster.

The data show that, on the average, the groin field and beach-fill projects have halted an erosional trend at Westhampton Beach. However, the groin field has also had the effec.t of focusing the erosion problem

.on the beaches immediately downdrift (west). After completion of the first 11 groins, the shoreline inunediately downdrift of the westernmost groin eroded.at a rate of approximately 28 meters per year. This condition was halted by the placement of beach fill and the construction of

-additional -groins-. Jlowey~_r, the problem was only moved to a new locationimmediately downdrift of the extended groin field. In planning such a project, consideration must certainly be given to the potential for severe erosion and property damage at the downdrift en.d of a groin field. Sand that is removed from the longshore transport system and deposited within the groin field is replaced at the expense of the beaches and dunes immediately downdrift. A veriodic, local beach nourishment scheme might be one way to m~intain the shoreline position and protect the beach in this critical area.

Visual observations of breaker direction suggest that reversals in net longshore transport direction occur during the months of June through September. Reversals in transport direction within the groin field have been documented by the U.S. Army Engineer District, New York (1969). Further evidence of reversal is shown by the changes on profile line 8 during the summers of 1965 and 1966 after construction of groin 11

32

(Apps. C and D). During those two summers the shoreline at profile line 8 accreted an average of 26 meters and the above MSL volume increased an average of 72 cubic meters per meter. Winter erosion more than equalled these amounts. However, profile lines 12, 15, 19, and 20, immediately to the east of groins, underwent erosion during the summer months in which they were surveyed. Profile lines 13, 16, and 17 on the west side of groins (Fig. 15), underwent significant accretion during the same summers. In planning the location and timing of beach nourishment, these seasonal reversals in transport direction must also be considered.

VII. SUMMARY

From 1962 to 1973, 1,291 beach profile surveys were collected on 20 profile lines from the dune to wading depth at Westhampton Beach, New York. Frequency of surveys ranged from weekly to quarterly (Fig. 7). During the study, prestorm and poststorm surveys were made which documented changes resulting from 27 moderate northeaster storms and 1 hurricane (Table 2).

The largest changes measured (in order of decreasing severity) were during the storms of March 1973, February 1969, February 1972, and September 1967 (Table 2; Fig. 11). The seasonal change in beach width for 11 profile lines averaged 30 meters; the seasonal sand volume change above MSL averaged 56 cubic meters per meter (Apps. C and D).

Beach change rates are separated into three categories: east of the groin field (profile lines 1 to 4), within the groin field (profile lines 5 to 9), and west of the groin field (profile lines 10 and 11). During the 11-year study period, profile lines 1 to 4 accreted at a rate of 1.10 meters per year MSL shoreline advance and 3.68 cubic meters per meter per year unit volume gain. Profile lines within the groin field had a shoreline advance of 3.45 meters per year and gain in unit volume of 11.92 cubic meters per meter per year. These figures include directly placed beach fill. Profile lines west of the groin field showed a shoreline advance of 0.66 meter per year and a unit volume loss of 0.12 cubic meter per meter per year (Table 3). The changes on profile lines 1 to 4 are presumed to be- the least influenced- by the downdrift groin fi-eid- andbeach-fi 11 projects. However, even these values include an unknown amount of material placed on the beach updrift (east) of profile line 1 from maintenance dredging of the Intracoastal Waterway.

These data show that the groin field at Westhampton Beach is effec·· tively trapping sand. During the last 18 months of the study the three easternmost compartments, which were essentially filled, were still trapping sand above MSL at an average rate of 18 cubic meters per meter per year (Table 4). During the same interval the beach downdrift of the groin field (profile lines 10 and 11) lost sand at an average rate of 20.8 cubic meters per meter per year, with the shoreline retreating at 6.7 meters per year.

33

LITERATURE CITED

BEACH EROSION BOARD, "South Shore of Long Island From Fire Island Inlet to Montauk Point, New York," Beach Erosion Control Study and Hurricane Survey, H. Doc. 425, 86th Cong., 2d sess., U.S. Army, Corps of Engineers, Washington, D.C., 1960.

DE WALL, A.E., PRITCHETT, P.C., and GALVIN, C.J., Jr., "Beach Changes Caused by the Atlantic Coast Storm of 17 December 1970," TP 77-1, U.S. Army, Corps of Engineers, Coastal Engineering Research Center, Fort Belvoir, Va., Jan. 1977.

EVERTS, C.H., "Beach Profile Changes on Western Long Island," Coastal Geomorphology, Ch. 13, State University of New York, Binghamton, New York, 1972.

EVERTS, C.H., DE Wall, A.E., and CZERNIAK, M.T., "Behavoir of Beach Fill at Atlantic City, New Jersey," Proaeedings of the 14th Conferenae on Coastal Engineering, 1974, pp. 1370-1388.

HEIKOFF, J.M., Politias of Shore. Erosion: Westhampton Beaah, Ann Arbor Science Publishers, Inc., Ann Arbor, Michigan, 1976, 173 pp.

INTERNATIONAL BUSINESS MACHINES CORPORATION, "Automatic Input with the IBM 1231 and 1232 Optical Mark Page Readers," White Plains, New York, 1968.

TANEY, N.E., "Geomorphology of the South Shore of Long Island, New York/ TM-128, U.S. Army, Corps of Engineers, Beach Erosion Board, Washington, D.C., Sept. 196la.

TANEY, N.E., "Littoral Materials of the South Shore of Long Island, New York," TM-129, U.S. Army, Corps of Engineers, Beach Erosion Board, Washington, D.C., Nov. 196lb.

URBAN, H.D., and GALVHi, C.J., Jr., "Pipe Profile Data and Wave Observations from the CERC BEP, January-March 1968," MP 3-69, U.S. Army, Corps of Engineers, Coastal Engineering Research Center, Washington, D.C., Sept. 1969.

U.S. ARMY ENGINEER DISTRICT, NEW YORK, "Fire Island to Montauk Point, Long Island, New York, Beach Erosion and Hurricane Project," General Design Memorandum No. 1, Moriches to Shinnecock Reach, Sept. 1963.

U.S. ARMY ENGINEER DISTRICT, NEW YORK, "Fire Island to Montauk Point, Long Island, New York, Beach Erosion and Hurricane Project," Suppl. No. 1 to General Design Memorandwn No. 1, Moriches to Shinnecock Reach, Feb. 1969.

U.S. ARMY ENGINEER DISTRICT, NEW YORK, "National Shoreline Study-Regional Inventory Report, North Atlantic Region," New York, N.Y., 1971.

34

U.S. ARMY ENGINEER DISTRICT, NEW YORK, "Fire Island Inlet to Montauk Point, New York, Beach Erosion Control and Hurricane Protection Project," Draft Environmental Impact Statement, Mar. 1976.

U.S. CONGRESS, "Improvement of Storm Forecasting Procedures," Hearing of the Subcommittee on Oceanography of the Committee on Merchant Marine and Fisheries, 87th Congress, 2d sess., 4 April 1962.

35

APPENDIX A

PROFILE LINE DOCUMENTATION

37

COUNTRY

LATITUDE 1

'-\0° 4g (NORTHING)(I ITlllS)

'l..\~ "\ . 4" (NORTHING)(EASTING)

TO OBTAIN

TO OBTAIN

OBJECT

TYPE OF MARK ol

LONGITUDE

-rz0 33 (FT) CEASTING)(lllf Tiii IS)

~ '2. ~.,8 18'2. . '2.4 ~ (FT) (EASTING)(N RTHING) (FT) GRID AND ZONE ORDER

(Ml (M) iii \RO GRID AZIMUTH, ADD

FJ?o r 1 t:,r·. GRID AZ. CADD)(SUB.l TO THE GEODETIC AZIMUTH

AZIMUTH OR DIRECTION GEOD. DISTANCE GRID DISTANCE

(GEBBE•l&l(GRID) BACK AZIMUTH (METERS) (FEET) (METERS) CFEETl

•

R.E. I f-4",_4"

~\:.~~~a\.\<:.\::.-- _...o--74.oo- • • tv\0Nvt1\:.1-q·

/ti .5TA ;-//. 4 6 NI f>J'o,&u.tf""

;.1tJ€

SKETCH

•

P. p.:.iLt::. #3/7

C.>-t-00

POST

•

~-

J REPLACES DA FORMS t999 ANO 1980. 1 FEB 87, WHICH ARE OBSOL.ETE.

DESCRIPTION OR RECOVERY OF HORIZONTAL CONTROL STATION For uae of thl1 form, He TM 5-237; the proponent ·

38 ogency 11 U.S.Contlnentol Army Command.

COUNTRY

LOCALITY~Ew 'loer?. ~

LATITUDE 1

40° L\B s2:·s ~

TYPE OF MARK STATION CERG ,,;-/~ o•-. i.. 02..

40-115 ~

IFTl ..... (NORTHING)(!ii9911111) (FT) (EASTINGll1181nlllllG) IFTl GRID AND ZONE

~\\ 8\\. '1'l. INORTHI G)(EASTING)

TO OBTAIN

TO OBTAIN

~

(FT)

I Ml

+Ml L. \. LA IFTl GRID AND ZONE

I Ml

GRID AZIMUTH, ADD

GRID AZ. IADDllSUB.) 0

c.o.\::. DATE ORDER

\ TtUftj) TO THE GEODETIC AZIMUTH

TO THE GEODETIC AZIMUTH

GEOD. DISTANCE GRID DISTANCE BACK.AZIMUTH IMETERS) IFEETl !METERS) (FEET)

0 •

57,t\{/Otv' .1.0C,.l7E..'D

AA.JD ,11µ,111<tJ?fl.1>1,; ·rt-'i Y !3'1SI at= Posr L.ANE- .Dt~AJt· /<:'cl J,..,/,..,-.;, ::.1'.""'J ll..'F.'5- !'~ SHINE{'OCK INL.£'7' •

•

DUN't..

DA I ~~~~.1959 REPLACES OA. FORMS 109D ANO 10&0, 1 FEB 97, WHICH ARE OBSOLETE,

(Re S1'1 "-EJ S r A 40 - 115 Ii :

·\~ ~'\·

'·'~' t\'::\':~1'-1~1?~ H~N.\J h y;_~ \

:5 TH/ttJfl/

SKETCH

f'. p..:.LE,

()/'/

DESCRIPTION OR RECOVERY OF HORIZONTAL CONTROL STATION For u1e of thl1 form, H• TM S.237; the proponent

39 agency 11 U.S.Contlnental Army Command.

COUNTRY TYPE OF MARK STATIO Cc.Re p;_·:-.-,_ •• e'?

Col-\C· o . wrt b1SC.. - E. ~E.\-. \l."IONvMENT STAMPING ON MARK

3.]11

0 I.ONG ITU DE "

12° '8S1

31-'t w (NORTHING)(tr 8 I Ill) (FT) IEASTING)(lllATlllllC) (FT)

Q.\,6' 8~6', ~ .+Ml '2 '2'«6~ '2.4,, Ob ._ (NORTHING)(EASTING)

TO OBTAIN

(FT) (EASTING)(N RTHING)

(M)

(FT) GRID AND ZONE

(M)

GRID AZIMUTH, ADD

EL.EVATION

o. 2.., DATUM

(FT)

-!Mt

TO OBTAIN TO THE GEODETIC AZIMUTH

BACK .AZIMUTH

1-~~.--~~~-+---""l!!M~!IL~-+-__,~

GEOD. DISTANCE GRID DISTANCE (METERS) (FEET) !METERS) (FEET)

•S~l.)P,(... l..1'{'e \S Gee-~~ _ v.J~ B1Z.1~E 1';) C.Ose-o

SIA/llJ/\J .t.OCAIED Ar t;AJ.J)

Ot: Pt>Sf" L..ANE ( -:L'N-l"t:J<::..Ecriol'J

w 1r1-+ De.AN E l<'cl.).

DA, ~~~~.1959 REPLACES OA FORMS 1959 ANO 1980, 1 FEB 87, WHICH ARE OBSOLETE,

J

Rt:D •Yti 1/'l

4,5 1 W41rt: T1mer;ll! ~o.Jr

~ E=Ff.::o~ ckc.c Moi-.iut-1\\:::-,_.T Al Si-"rT!ON

ON P~o;:n .. e L1NJ:

SKETCH

13.31

DESCRIPTION OR RECOVERY OF HORIZONTAL CONTROL STATIO~ For u1e of thl1 form, He TM S.237; the proponent !

40 agency (1 U.S.Contlnental Army Command.

COUNTRY

lNORTHINGllBlili 11101

'l.\ ~Ge B?> lNORTHIN llEASTING)

TO OBTAIN

TO OBTAIN

lFT) -lFTl

lM)

TYPE OF MARK

LONGITUDE ,, DATUM

7"2.0

3C.' l{o.'2 W ~~E~c (FT) GRID AND ZONE

..... L. \. LAme.,£ (FT) GRID AND ZONE

lM)

GRID AZIMUTH, ADD

6. 8 DATUM

M .l. I.

(FT)

~

ESTABLISHED BY (AGENCY)

IR.D TO THE GEODETIC AZIMUTH


BACK.AZIMUTH GEOD. DISTANCE GRID DISTANCE

(METERS) lFEETl (METERS) (FEET)

•

57ATION LOClliE!> • 92. mile EA ST Of= /3eAC /.f LA Ne - /)1AN6 Rd, £ .,.d.eR5;;?.:::t. ',VJ

ANh /186tAI l.C) 1'1;/e, Nt=~T 0/: POST.iANE- D1ANE!<2!). L L

\JUNE. ~OAJ:) ~PIJ:ll) : 0~00

.__7s."'f:'.. \ ----. ~ \:\':t;~a1o.1c.I::. f'. po'-~ t.iONIJMl:.NT ·ff- 2 G>f<,

AT !>-r,:.•10N 1.2.20 ~N Pi<.DF 1;. E I. !NE

. DA , ~~~~.1959 41

DESCRIPTION OR RECOVERY OF HORIZONTAL CONTROL STATION For UH of thla form, IH TM 5-237; the proponent

agency la U.S.Contlnental Army Command.

COUNTRY TYPE OF MARK STATION C-e~<., ?Ro/:-.,;; OS

u <::,.~- Cow.c. Mow.. W1T" t>1S~ ~eor-1L..f:. 40- :2.S E (~~~- MONU"4t:r.iT1

LocALITYNEw 'foe~ STAMPING ON MARK AGENCY (CAST IN MARKS) ELEVATION

\ l1cc.TUA.l-(t::>·r 0 ...a Bt~i.. .. 11. -1.'l-181

!'4oe11+ c.o. e. LONGITUDE

o I •I

72 31 4 "2. ,o LATITUDE 1 11

Yd' Y1 sc;..ca N DATUM DATUM

H. L. w. (NORTHING)(•:CHllllll (FT) (EASTING)(libii I lllllG) (FT! GRID AND ZONE ESTABLISHED BY (AGENCY)

'2.\ \I ~'2..'l. GS .+Ml- 'l ~1~ .,,4 A-t., ~ L. \. L\'.\m~'E.e.T C.o.e,... (NORTHING)(EASTING)

TO OBTAIN

TO OBTAIN

(FT) (EASTING)(NORTHINGI

(Ml

(FT) GRID AND ZONE

(M)

GRID AZIMUTH, ADO

Cv/\rn ."':ior~l-/1 GRID AZ. (ADD)(SUB.) u

DATE I ORDER

l974 fHI~ TO THE GEODETIC AZIMUTH


GEOD. DISTANCE GRID DISTANCE OBJECT

AZIMUTH OR DIRECTION toe••••le)(GRIDl

1i..·-··~· BACK.AZIMUTH !METERS) (FEET) (METERS) !FEET)

St/.ir10N 1.~0H.E.D .96mt IEl'.!.i

.r:+NJ:i • 04 n'1 (. WE:;r oc 13t::Ac 1-1

( ~ 13() Sc-)

Du NC.

•

01=° :SE.S!.tA.f' /..,,lt.-VE -D"'-IVE Rd r,.rt:eR.st?c't,oN ~,<'1N6-- /)vAJF. J<cf J:Nte"1~':f~t:"'t~z1N.

. \ •

I SKETCH

DA, ~~~~.1959 REPLACES DA FOAMS IHI ANO IHO, I FEB el, WHICH ARE OBSOLETE,

DESCRIPTION OR RECOVERY OF HORIZONTAL CONTROL STATIO" For UH of thl1 form, H• TM S.237; the proponent '

4 2 agency 11 U.S •. Cantlnenta I Army Com-nd, '

) •

COUNTRY TYPE OF MARK STATluN Ce'"ii;C 1i~OF1t.~ 12- ~°E.~•

l I I -~· A. C.<:>~C.· MOk· Ull'Tl.l 1')1-'.t:. t>~o~\Lt= R rl.f45'i<.-+_7~.7o)Mo~. LOCALITY~EoJ 'Yoe~ STAMPING ON MARK AGENCY (CAST IN MARKS) ELEVATION

1~ I" (FT)

I t.11:: ~,. I.I. ti. \4 pi l'hl \7. ... A,. I+ -2.1·"-:1; HORT'"' c.c.~. ..L_ Q L" B.lf'o J::.e#-+Wt

LATITUDE ,, LONGITUDE (

II~ DATUM DATUM

u I

12° .3B w kt.A,. \q21 '-\o 41' 51..'3 t-..1 0'2· M.\....v./~ (NORTHING)(~) (FT) IEASTING)(lle1n· 11111 a1 IFT) GRID AND ZONE ESTABLISHED BY (AGENCY)

211'-lCD4·S5 !Ml 2"318 lDl."31 4Mt' L:-t. lt...t.Ai3E~T c.o.t... INORTHING)(EASTING) (FT) (EASTING)(NORTHING) !FT) GRID AND ZONE DATE l ORDER

(M) (M) \.914 'TH\eO TO OBTAIN GRID AZIMUTH, ADD

. -TO THE GEODETIC AZIMUTH

TO OBTAIN Fr-Arn C,C,url/ GRID AZ. IADD)(SUB.) .


AZIMUTH OR DIRECTION GEOD. DISTANCE GRID DISTANCE OBJECT (C!ll!81!11!'1'1e!IGRIDI BACK.AZIMUTH (METERS) (FEET) (METERS) !FEET)

k'Ao.IC"' L1~ 'O~G\ , • 0 , • 00 00

©\.loe.oe: WAraa 'G.. '"- \CfS ol1 0/

'5 7~1/011) LuC;-/teD. b3 '111. p,JST OF' Tr~! uµ L~lNE - Du/Je I.Joi I"NeeRSe!Ci1~)N /CJND • 3 7 m;, Nc6r t)~ /3,E. -=ic,.; i ,.)N£ - D,..1Ne l~cl I>v '5~1"?.sec-c ltJ,,...J

~ 'i!/_E Tof>

p.,,~T of' l""E ~c.e.

"J / Ill (!DP BRoi<.;_"' ei.<=~)X--'1-- '/~ > , ~\:t'-\':.~~~c:..'t:.. o·''b ~

MONU"'l'H1 ~ Pl l'ff j T 11T I tJN - 2 /.I,'?; 01{ f1lo t'ILi:. LJl'/E • ~ _ ..

.!::>UN e:. ,,/ X--~ (BOL-7 j ~oA.b s·rA. ~n-\'2.(4S'6;.'J(, tc) STA-. o+oo

\... ,1--. s..

/ l!J "·;. ::> ... "2 !lo

ef" ..::i ~ .lll P. po Li;,

l E LEC. IV\.11. It

~ -·o 1:C 2-iD ';J. ~ () ~ -...

I tt ~ .. . <:i .... ()

Q • ~ :i._ °'

' lt) !.. 4. ~ -~ ""

~~ ~ JJJ <: > ·') I - ' 'N ,_ /

~ 't ~

DJ. c:;i N

f:r <4< Ill<

~ ~ 'I .. ";!. ... I SKETCH

<)

~

DA I ~~~~.1959 REPLACES DA FORMS 1999 AND 1990, 1 FEB 97

1 WHICH

ARE OBSOLETE. DESCRIPTION OR RECOVERY OF HORIZONTAL CONTROL ·STATION

For uH of thla form, He TM S.237; the proponent 43 agency la U.S.Contlnental Army Command.

-

COUNTRY TYPE OF MARK

.9. 10' 0 11-4 c. o. DATUM

(FT)

~

LATITIJ.DE 1 tf

4o L\ 1 so.s t--1 L.ONGIT~DE 1 /1

72 '38 0(-1 W N· A.... 1921 (NORTHING)(~)

'2. l \ "Z. 1 Cl . 42 (NORTHING)(EASTING)

TO OBTAIN

TO OBTAIN

(FT)

( .... (EASTING)(ll8R'l'lllll8) (FT) GRID AND ZONE

'2. 31'1 84-'2. o-Z. ,_. LT. LA.Ml3E. R \ (FT) IEASTING)(NORTHINGl

!Ml

(FT) GRID AND ZONE

(Ml

GRID AZIMUTH, ADD

GRID AZ. (ADD)(SUB.l 0

DATE



OBJECT BACK.AZIMUTH

'-=-_:__~~~~~-l--.-Jl!tM~!lh.~-l--~~· •

GEOD. DISTANCE GRID DISTANCE (METERS) (FEET) (METERS) (FEET)

'ZO

t~7'0N tj Lo.'1"'e:b .55mC.. ~Nb • 'I~ m~ WE5T o~ /3eACH

El'T~T t)/: 'SES.Sl-l,p J"'IAJG.- .D10..1£ l?t:/ J';.,;y('~$,d. ,t;vv£- D•u..1e Nd. ::;:,.,;c~,..,sP~t:. ii

DA I ~~~~.1959

f, poL1:. 11=. '2..0 7 s

REPL.ACES DA FORMS IH9 ANO 1980, I FEl!I 17, WHICH ARE Ol!llOL.ETE.

J! ..,. ....

DJ Pt

RE~Ei:~\..\C:.~ Ho"1..111at'j AT 6114TION 19. J() oA/

PR0Flk£ J..1NI!.

4_ WA."tt::-~ µ~\'=~

\8vte1i<-o (::! 4" 1Le. l.tNc A21m..ir11

f'/O!(TH 159°001 00"

SKETCH

DESCRIPTION OR RECOVERY OF HORIZONTAL CONTROL STATIO~ For UH of this form, SH TM S.237; th• proponent

4 4 agency la U.S.Contlnento I Army Command.

L

COUNTRY

CNORTHINGlC~l

211 '\..\<;;. ~'2.. CNORT_HING)(EASTING)

TO OBTAIN

TO OBTAIN

OBJECT

(FT) .. CF Tl

(Ml

TYPE OF MARK

LONGITUDE /

14-"' :3S l"l:o W

.C-1 CFTI

~

(EASTINGlCICCdl I IN Gl (FT) GRID AND ZONE

'2 311 t.f'fo ·Ca9 .- ~T.. Lb..HBE~ T (EASTING)lNORTHINGl (FT) GRID AND ZONE

(Ml

GRID AZIMUTH, ADD

GRID AZ. (ADDlCSUB.)

BACK AZIMUTH

•


GEOD. DISTANCE GRID DISTANCE (METERS) CFEETl (METERS) (FEET)

5tr7T10,,.J ~uc,qrc.f) .47 rn(:. E.4sr 01= ::Je.:s5u/) i..ANE.. - D .. ove Roi J:*A,lt-e,ie,;~c.t..."M.)

4ND, 53 ml. WE.ST 01= f3t:At'f-I tA-VE - i::>...tNe!_ /?e/. 'l:.~ .. ri~R~~Ct.-"';.)

R/E. t\_ f.\'::~C~ ~"ST

---)(-)(..- )(----ar

'Du N \::..

•

DA I ~~~~.1959 REPL.ACES DA FORMS 1889 AND IUO, I FEB 87, WHICH ARE OBSOL.ETE,

SKETCH

DESCRIPTION OR RECOVERY OF HORIZONTAL CONTROL STATION (TM .5-231)

45

COUNTRY

(NORTHING)(~)

'2. ( ( 003 , 5 'f (NORTHING)(EASTING)

TO OBTAIN

TO OBTAIN

OBJECT

(FT)

!Ml" (FT)

(M)

TYPE OF MARK

(EASTING)(NOR I llllfG)

'2.311053,58 (EASTING)lNORTHING)

(•. DATUM . w ~.A.. \~'Z..1

(FT) GRID AND ZONE

("'t" L.1:. Ll>..H see-\ (FT) GRID AND ZONE

(M)

GRID AZIMUTH, ADD

8. I G:. DATUM

(FT)

-+Mr

ESTABLISHED BY (AGENCY)




(81!&15 llGRID) BACK AZIMUTH (METERS) (FEET) (METERS) (FEET)

•

C.9 lC:. z

.-, .. , ...... ,,.,.;<'.'""'"It,.. o.4-m<. £' .. 1::,1 ttr "'3£.SSuf;.~/..)A.'£ -bl.(A/e l(o/ TNfe"IU<"Ct./MJ

a,., . .:d tJ.b .r>l.l AJ€ST en: t3G1-1t',c.1 '-l4NF.- Di-u .... ·r .'?ol . .T.11:Jnt.S£.('·7 :.C,,.,1.

\)vNE. SiA.

P. ~o\...E. 1t. 2 00 -----+3 8· 2.0

1

-t---U::---- 48. 50 '----Ill

x--·x--~---

DA , ~~~~, 1959 REPLACES DA FDRMS IHI AND 1110, 1 FEB 117, WHICH ARE OBSOLETE,

~ I;: \': \=. \:? G. I'\~ \'.:.. P¥lOP. Mot-4.

M c '~ .., I"'\ Ii. I'\ T A 'r !;;'rfl'T"ICN '26.74 tJ/I/

DESCRIPTION OR RECOVERY OF HORIZONTAL CONTROL STATIOl'I (TM .5-231)

46

COUNTRY TYPE 01" MARK STATION C..E:RV 1"./'rOF1t.1? ; ~ R\i.i::.

l I • c;. A. 0 C.,.,ul". t\AC)M.& \l.irrl-4 ()1<:1r t:>b".~\l r- R._"#.jbf A.1-:t ~49.8&) 11..lOM.

LocAL1TY"-lEW Voe..V::.. STAMPING ON MARK AGENCY CCAST IN MARKS) ELEVATION Cl"Tl I

c..o.~~ ~o. 51 $0\JTl-I _\,.i,._.,__.,. L&k•~D'Tf\N P,i:Ar1.l 1.h5 -fMt LATITUDE I , LONGITUDE I ,, w DATUM DATUM

L\o· 41 ~1-'2 u 11' 38 '2.0. 3 "'-\.~. 1921 M,L_\...I. (NORTHING)(~) Cl"T) CEASTING)(ll8"fl I I&) (FT) GRID AND ZONE ESTABLISHED BY CAGENCYl

"l..lo q '2.<0 • -z.a. i. '2. ~1C.83'1· so litt. L.t. LA.M0E.R. T C .Q. E. CNORTHING)(EASTING) Cl"Tl CEASTING)lNORTHING) CFTl GRID AND ZONE DATE I ORDER

CM) CMl \ ~ '1A- TH \Rn l'O OBTAIN GRID AZIMUTH, ADD

v TO THE GEODETIC AZIMUTH

_!O OBTAIN FJ:)r>m 5tJurH GRID AZ. CADD)(SUB.) v ..

TO THE GEODETIC AZIMUTH AZIMUTH OR DIRECTION

GEOD. DISTANCE GRIO DISTANCE OBJECT CGEODETICHGRIDl BACK AZIMUTH

IM'""N l"Tll".'.' CMETERS) CFEET) !METERS) CFEETl

_RA.tJGE L1tJ~ ?dC\ ,

o•o 0 , • 00

_Wl:A\'"'E\2 ~IV~. '1B '1'2. o~ bA~'Poi..e. (W/t.JEA-r"~ .•. '2.li '31 L.\O

..._

St "l7 /()N Lac,.n l!..l> .35 mt. £,c1f>r " I='

:J°f':;,~"';J IN .. ·r ··- L•t-IA. t? rf' . ..J :1 rJ:"C',/•~..:;,,.. ""',•.' • ~/';.)

,,..._.u . h 5 111 l

-x

°t)U t--...\ t..

-">--.. .:!_ "J !!.I

~ ct 4

..._

DA , ~~~~41959

It',,_~~ r c,: 8Etl'lC4-1 LHA.Jf: - /A. .• ,.,) t! K.-1. _/ ~ •ie".l<'!;I ."?'·"I'/

I "">-< 3 JJJ ., ..

)( • ft p. PcL E..

~

' 1&\q~)(\

/ ST~ ~1t. \b (-41:H'4'·~6) STA= o +oo (BO~ 1) ..._ •t J,

R o A.. 'J:::'.) .. ~ ,_ . \(I co 0 v-r-:t I

~~\:F-~E~CF I 4.. HOl-\U 111:1~ T - I F1Re. ,,.,,Moo~

37·::1'2. 'ti ~'( t>~/~Nj AT ()N P1~CF"l/..f; L-1NF ~ • ')(-- -- x )( x

\

0"-' ... ~ ~· \!) "S '~

I>' 2 .::~

/ ~ ..... ~·

~~

~ IJI Ill~ l L"'MP r'o.!;l rl <::: "" .:;- N "l ,,·

< ) '•· ... _

~ < ii. -"' '

I SKETCH

.. · (..

""l ..... ""

REPLACES DA FORMS IH9 AND 1980, 1 FEB 87, WHICH ARE OBSOLETE.

DESCRIPTION OR RECOVERY OF HORIZONTAL CONTROL STATION (TM S-:137)

47

COUNTRY

(NORTHING)(EAHlllll

'2..lO ol\ ,, \ (NORTHING)(EASTING)

TO OBTAIN

TO OBTAIN

OBJECT

IFT)

tMr

TYPE OF MARK

IEASTING)(llSR•llllfG)

'2"3 IC. 1'2.1. S'Z.

ST ATI

(FT) GRIO ANO ZONE

~ L ;r, L.A.t-11 B~

(FT)

4Mr

(FT) (EASTING)lNORTHING) (FT) GRID ANO ZONE

(Ml (Ml

GRID AZIMUTH, ADO

GRID AZ. (ADO)(SUB.) TO THE GEODETIC AZIMUTH

GEOO. DISTANCE GRID DISTANCE (METERS) (FEET) (METERSI (FEET)

BACK AZIMUTH

0 •

5T'1710N -!-oc4ret> • ~3 ,,>,;.,.&, E;qsr <JF :SEsJu. pLt>'lNE .• .. v:p • 67 ,,1:· le 1~-·e=·s r d F D ult)~ 1-2 ol::iE J,Su p L,;J1V.£. 7,,.,11{.rrsPc-i-'.JAJ

Du NE.. '

w ~

• <1

/ ~ ~- ~

t \./1'11:-~ MC-1ti<':.. !I.I <,, ~ ti-

DA , ~~~~41959

OJ --A":ft.

REPLACES-DA FORMS 11188 AND IHO, I FEii 97, WHICH ARE OBSOLETE.

-... ()

~ P. Po LE

' -:p: l~8 .... ::!_ ~-~ f:4 \l

<,t-'O

> ... ~

~ .. .... °' ~~ --

fJ

A Ill ~ ::t \I, '-C) ~

~~ SKETCH

DESCRIPTION OR RECOVERY OF HORIZONTAL CONTROL STATIOll (TM S-:131)

48

(NORTHING)(.......,..._)

2.\o 809. ~9 CNORTHINGICEASTINGl

TO OBTAIN

TO OBTAIN

OBJECT

Cl' Tl

+Ml-

CEASTINGICNQln'lllHBI

"2'31C "?><; ~. l 1

DATUM

VJ M.A.. l~'2...l (l'Tl GRID AND ZONE

~ L.T. l.ti...t1~12.1

DATUM

t..t\. L. \t./. ESTABLISHED BY (AGENCY)

C, O· E. Cl'TI CEASTINGICNORTHING)

(Ml

Cl'Tl GRID AND ZONE

CM)

DATE ORDER

GRID AZIMUTH, ADD TO THE GEODETIC AZIMUTH

GRID AZ. (ADDHSUB.) TD THE GEODETIC AZIMUTH

BACK AZIMUTH GEOD. DISTANCE GRID DISTANCE (METERS) Cl'EETl IMETE1'5) Cl'EETl

~7~i/0N /j 1.~tATE:J> .25rn°t. ~A51 (),: ::)1£:S$'-'p L/f9NL AN.b

P<ANe l?i>. :I'AFre-lf.'. AND · 1taou.r • 75 rl( ~ {rl'h /N·if~~ 01="

.. - ""' I_ f'°j-Gff('/.f ; l"rN £ 4Ntr .}).~ 1Ve /\'CY .

.,__ X -X--t-4t---- )( )( f£ff'.£E'.~ rt\o'4~m£~ Ar S'!'A"l'ttu./ -12.00 O,( ~O~IJ.E .l.n..;E.

DUNE eoAD

DA . ~~~~.1959 REPLACES DA FORMS 1111 ANO ueo. I FEii 11, WHICH ARE OBSOLETE.

)<..-~-.. Ped'. mo~

llil--- ><. ----·

Ill :i

J UI

J

SKETCH

DESCRIPTION OR RECOVERY OF HORIZONTAL CONTROL STATION For UH of lhlo for111, •••TM S.237; tho propoM11t

o'°ncJ Is U.S.Contl110111ol ArMJ' c--nc1.

49

COUNTRY

u. s. ,~. TYPEOFMARK STATION C,t;;,-A:vlt' .r~,.1'·1,.1 '7 ~G:F.

c.o .. ,r. 1...toN., \.VIT•~ l'\1$r Ponf1LE.. t? 1~(4~2.T7e.0·3) MoN. STAMPING ON MARK AGENCY (CAST IN MARKS) ELEVATION LOCALITYNE.w YoeV::..

c. o. ~-(FT)

~ < ·"'" "-"1' ... ..__~\'>Tl'"·' \'\u "'l' ~ LONGITUDE DATUM DATUM

72. .. 38' 3(:9 t-J. A... \'\'2.1 LATITJJOE 1 11

Y.o 4 I '-\ ...\ .1 tJ w M. L. \J..i, (NORTHING)(_.)

'2.\ o G;GC, • \\ (NORTHING)(EASTING)

TO OBTAIN

TO OBTAIN

OBJECT

DA , ~~~~41959

(EASTING)(NS I UC) (FT) GRID ANO ZONE ESTABLISHED BY (AGENCY) (FT) ... 'l '31.5 9 4 4. '2.'2.. "" L.1:. LAMBE~\ C.. ~. E . (FT)

(M)

(EASTINGllNORTHING) (FT) GRID ANO ZONE

!Ml

DATE I ORDER

\ ':}14 Ttt\fi!.D GRID AZIMUTH, ADO


FR(')/.'/ 5t>UT.'-f GRID AZ. (AOO)(SUB.) 0


AZIMUTH OR DIRECTION 1eee•••IC)(GRIO) .. .,

'2.58 '2.\ 03

REPLACES DA FORMS llH AND IHO, I FEB 117, WHICH ARE OBSOLETE.

GEOO. DISTANCE GRID DISTANCE !METERS) (FEET) (METERS) IFEETI BACK AZIMUTH

0 ,

I SKETCH

DESCRIPTION OR RECOVERY OF HORIZONTAL CONTROL STATIOlil (TM 5-231)

50

COUNTRY TYPE OF MARK STATION C.€/CC- ~.eoF1Lt;= Z.<> REF ..

11"'.,., .. te". Mou.\A/1"1'1~ l'\1~1i:: De>ol""\IF ~1C'2of4q..,,,..7B.03) MOH· STAMPING ON MARK AGENCY (CA~T IN MARKS) ~LEVATION

3'2. .. .c;o' SoUTH c. {'), f._.. P..14-LocALITY NEw 'foe'?. (FT)

~ IWe:•~Un.i.,t\'>.101.J 1:1.i:.Lu'.' I"'

M.L .. W. LATl'tUDE / -

I 40° 41 44,0 ~ LONGITUDE " DATUM DATUM

72"381

3\.'f w 1-J.A.. l'l'l.1 (NORTHING)(~)

2.lO 593· 82 (NORTHING)(EASTINGl

TO OBTAIN

TO OBTAIN

OBJECT

(EASTING)(NOA I hiNG) ESTABLISHED BY (AGENCY) (FT) - 2:31.58G4. 93 (FT) GRID AND ZONE

.... LI. lA.MBE'2..T c. o. E .. (FT)

(Ml

(EASTING)lNORTHINGl (FT) GRID AND ZONE

(Ml

GRID AZIMUTH, ADO

f:R(),}) :5ou.rl-I GRID AZ. IAOD)(SUB.) AZIMUTH OR DIRECTION

DATE I ORDER

\ 91A- Ttil~D TO THE GEODETIC AZIMUTH


GEOO. DISTANCE GRID DISTANCE (METERS) (FEET) !METERS) IFEETl

I JllYts)(GRIDl BACK AZIMUTH I

?i~£t ob do 0 •

'251 lG. o.3

STllTtol!J 1s t-Oc,.nrt> .1Srn1 DwNE. R0.11b ~l/\'D A!J{lt17 .$.Smt

.::J l' ~.SI! I' t. ,<//'}'"

/3£At: ff 1. 1->NE

DA I ~~~~41959

Bro.u n 2 s1 ot"1

\-\ l)v~ e w/ vJh. H

iv-1""

REPLACES DA FORMS IHO AND 1oeo, I FEB 97, WHICH ARE OBSOLETE,

/

t. FE:c-HC r./ ~<>'£.J

><-)(-

P. Pel r-. 36-B?--..... e• 11" 1 :;)/

)(

I SKETCH

_____ _.,

DESCRIPTION OR RECOVERY OF HORIZONTAL CONTROL STATION (TM 5·:Z31)

51

COUNTRY TYPE OF MARK STATlv,. CEJeC P.eoF'•'-" Oct.

U • S. A C..ow.c'. 1-tO~. WiTU Diet.Ir::- P~Ol='\LE. 40- ~ o W ( ~t:..F-. Mow.) LOCALITY \.l~W OC~ STAMPING ON MARK

wt;.~•>Tl--IAHP'TOt.l R~.1>.r..i. -45.811

NO e.T~ AGENCY (CAST IN MARKS) ELEVATION (FT)

4MI-c.o.E~ 9.50 LATITUDE 1 ., LONGITUDE II

t...\ 0° 4 1 ~'2. 4 N 72" 381

Y l · 7 W ~e-TH ~- -DATUM DATUM

(NORTHING)(•" ITlllG)

'2.\0, 6c-\4. \~ INORTHING)(EASTING)

TO OBTAIN

TO OBTAIN

OBJECT

.. Swon\f.~h"

i'-.,.,t.,.· ( 1..,\o

(FT) lEASTINGHll8"•1111111)

~ '2.\ ~16 \,8, ~'2. (FT) (EASTING)lNORTHING)

IMI

(FT) GRID AND ZONE

IMI- L . \ . L(\M SE.e.T (FT) GRID AND ZONE

(M)

GRID AZIMUTH, ADD v

f=RIJ/VI <,r,:,_i rJ.I GRID AZ. (ADD)(SUB.) v

M. L. w. ESTABLISHED BY (AGENCY)

c .·o. E.. DATE I ORDER

1974 THl~D TO THE GEODETIC AZIMUTH


AZIMUTH OR DIRECTION (G Z)(GRID) BACK AZIMUTH

GEOD. DISTANCE GRID DISTANCE (METERS) (FEET! (METERS) (FEET)

•

~TATION I~ LOCArE.~ -:ru~'T GA~T "~ i"'/>1£ !A''.'F:"~:5F~"·ntt,-., ",:: ::;-t?::.:!.U~Lll/l."f.'' ,.1,. ,') :A.l/'.°J..' ;t'cl':l, ,..,,,.,,!:, ,!:1_-;!': 1 ~ 0.97 me. FROhl !HE: /NTEl<JSECT'1t>A/ 0 /:' :::><-"VE t<!:> AN!> t3E"/'k'"' 4 ll/-/£.

\: Dc.iE -"' C"-1\e,

.,,~ "-------'- "Af~µT I

p po L.E. -nJ ..

p.. IS S' ~ ~ 'B6H1 ~ T {'V\'\;~ ..l ll

....... i' ' Clv\o " <( .:i

~· 3 ,N

~ r. I' I;)

I!! 't~

"" ) r "-!~ ... ~::,. - N Ol ''O

.~ A -.i,

Ill ~~ ~~ I SKETCH ~~

DA I ~~~~41959 REPL.ACES DA FORMS 11119 AND IHO, I FEii 117, WHICH ARE OllSOL.ETE.

DESCRIPTION OR RECOVERY OF HORIZONTAL CONTROL STATIOlf (TM S-231)

52

To OBTAIN

TO OBTAIN

OBJECT

(FT)

~

TYPE OF MARK

(FT) (EASTING)(

(Ml

STATIO

(FT) GRID AND ZONE

(M)

GRID AZIMUTH, ADD

GRID AZ. lADD)(SUB.)

BACK.AZIMUTH

. w.

(FT)

~

ESTABL.ISHED BY (AGENCY)

c. 0. \::.... DATE ORDER

\914 TO THE GEODETIC AZIMUTH


GEOD. DISTANCE GRID DISTANCE

~~~~~~-1.--,JJ!!M!!~L:--+~~ • (METERS) (FEET) (METERS) (FEET)

'S7~TICIN IS t.. tJC/>IT"E;:D "j'(,($ T (.ANbFI( /. 9 r,, ,Je.:;, IV£ :5r 0 p

fl-IE /rJ(,;.;-,~~£:,._~"1 1 .. ?~) ~/>= / .. '1·, ... ,,t.: .:'1-->N1 ~I',."~ _~_):1J'-..ll:.' A·)t',1,:__,,

obo~~+ 0.1 fr)1le E/LJST ~,,,.- P1cKcr Po/Nt" •

REPLACES DA FORMS 1998 ANO 1800, 1 FEB 97 0 WHICH ARE OBSOLETE.

\

..,o o· "

~~\"=\'ii~ E11C :

Me 1o1.: 111:!1-l I A"T' !.Ti~TtON I 'J.52. ()IV

Pt~O /:. J..llVe

SKETCH

DESCRIPTION OR RECOVERY OF HORIZONTAL CONTROL STATION For use of this form, ••• TM S.237; the proponent

53 agency 11 U.S.Contlnental Army Command.

COUNTRY

U ~ A. LOCALITY N£w Yo~ lhlt;~TLIA~PTOl'4 BllArlf.

LATITUDE I 1,

i..\,0° 41 d(.'2. ~ (NORTHING)(~) (FT)

'2.0(o ., \ 9.' \2> .....

TYPE OF MARK STATION Ce RC.. _p,-::-,1 ,-//..-.:' O'jj

CoNC.:. Mo"" WITH ()1~1· ~eoF\t.E 39 - 5~ uJ STAMPING ON MARK AGENCY (CAST IN MARKS) ELEVATION

21.0<J' s,ov\t' C. · C>. c. B. 50

M· L. w. LONGITUJ>E / 11 OAT UM

·1'2.. l..\o 3q, 8 W "oen\ t\mn\e~ \*1 OAT UM

IFTl ......

IEASTING)llUl"'•lllllG) I FT) GRID ANO ZONE ESTABLISHED BY (AGENCY)

'l, s'~· \'-'-~4; ..... L. \. LRm~teT c.. o. E. .. (NORTHllolG)(EASTING) (FT) IEASTING)(NORTHING)

(Ml

(FT) GRID ANO ZONE

(Ml

DATE I ORDER

\914- TH\'2."D TO OBTAIN GRID AZIMUTH, ADO


TO OBTAIN Fx1Jm .:;,,.,u ;µ GRID Az. IAODHSUB.l 0


OBJECT AZIMUTH OR DIRECTION GEOO. DISTANCE GRID DISTANCE

(METERS) IFEETI (METERS) (FEET) (Ol!Slll!!l IC)(GRIO) BACK.AZIMUTH , .. 343 it> 1·'7 0 ,

~e \fl '2.1 I '21 So en

J

DUNE.

~·\Cf.1S1

./ 44.1s'----• ~ r\~~ ~yoii:A.~1 '\

. f'! ~Fl::R t:.t.lc:.i=,

STATION I~ LtJCAr~D 0.2 /1111-£,s El'l!>r

01= GuNl'l1N6 P~1Nr Al'ID ~e~u;-. Ho1wt-t~r ;q,S TAT10~ 2./.0~ oN

2.B rn;les J.11::.r a1= THS ·

1N7E"l<$EC7N>l'I e>r bu/l./£ 1~t1 ,.1D ,,t:;ND {3E.HC4 / .• J:l/'/£:

REPLACES OA FORMS 190 ANO 1990, 1 FEB 97, WHICH ARE OBSOLETE.

P.eo ~ 1 L ts. 1- '"' e ..J

PROFILE l.-11\/t; A21011A.1"H * 1-l?OM l'l~RIH 1/,3°13' 17" "2

r1 I SKETCH

DESCRIPTION OR RECOVERY OF HORIZONTAL CONTROL STATIOl'I For uH of thl• form, •ee TM 5-237; the proponent

54 agency I• U.S.Conti!'ental Army Command.

c;;OUNTRY TYPE OF MARK STATION C-t:~G ..-.-.. C~ 1(..r:- O'/

U. 5. A. Co\4C. mo'N. Wrn~ D1si,:::. ~12.oFIL.E. 3~- \05 W (REt=. MON.l LOCALITY STAMPING ON MARK AGENCY (CAST IN MARKS) ELEVATION (FT)

·iM+-. WE5-n\F\mProN. Brnc\I N..'/. - 'l.~.'2.l' NoeT\-\ LATITUDE

1 ,, LONGITUDE , 11

40° 4G 5'2."Z tJ /2.0 4 I '-14·'+ (NORTHING)( .......... )

'2..05 \'l.\ ~1 (NORTHING)(EASTINGl

(FTl (EASTING)(ll IR l 111110)

.,.. '2., U\. '2.'l..G..1. \ (FT) (EA$TING)(NORTHING)

(M)

c.o.E. DATUM

W No12:nl AM'E£\c~ ~'2.1 (FT) GRID AND ZONE

IM+- L. I. LRm Bt: eT (FT) GRID ANO ZONE

(M)

DATUM

M.L.\J../. ESTABLISHED BY (AGENc;;Y)

C:. I o. E . DATE

\°314 TO OBTAIN GRID AZIMUTH, ADD " TO THE GEODETIC AZIMUTH

TO OBTAIN f:RDln 5tHJT/.J GRID AZ. IADO)(SUB.) 0

TO THE GEODETIC AZIMUTH AZIMUTH OR DIRECTION

OBJECT (Gl!lllTl&)(GRID) BACK.AZIMUTH GEOO. DISTANCE GRID DISTANc;;E

b..--~~~~~~~~-+-~~·!!fl:·l!!j~~·L::'-:---l-~~ • .--~,:--~~--t~l-M_E_T_E_R_Sl~~(-FE_E_T_l4--(M_E_T_E_R_S_l~-'-F-EE_T_l-ll ~A~GE LI l<..\E: .3'-li oz 5'4 •

- REPLACES DA FORMS 1859 AND 1990, 1 FEB D7, WHICH ARE OBSOLETE.

)a: 3 IJ)

&

i

1'5 LocA.."TEO

0 -~ ~l\..E'S Wc.'5' o F- G0"3 u ttJG "Fb1~ T, 3,8 /'11/c::_; WE5r .1F -11£ _,,.,..,r,.,::;r:::;r'D"" .:>F

1::., [ .11<' ,_, [.1; rJ /.' /: /'.!:,... -: :,t N£

/,.l (' 1'/ ~.

'SKETCH

DESCRIPTION OR RECOVERY OF HORIZONTAL CONTROL STATION For use of this form, see TM S.237; the proponent ·

55 agency la U.S.Contlnental Army Command.

COUNTRY TYPE OF MARK STATION t;eK'C PKoF' LL' '"

~oFlL.E. .28-i\-G W (~r..r-:. t-to1".). LOCALITY STAMPING ON MARK AGENCY (CAST IN MARKSI ELEVATION

lFTI

......... WEsrnl\mPr<'-*'l B£P.C+\. ~. { - \5.BZ' Nof:'Tt\ C. o. E. C..'34 LATITUDE If' LONGITUDE

'-\o 0 '-lG' 35,(0 t-l /2° 1·n.' '4G~" W

DATUM DATUM

~oen\ ~mt'e\c.A \~'1.1 M. L. W, (NORTHING)(~)

2~ ~14.3'2. INORTHING)(EASTING)

TO OBTAIN

TO OBTAIN

OBJECT

DA I ~~~~41959

(FT) (EASTINGlllll•Tlllll'G) (FT) GRID AND ZONE ESTABLISHED BY (AGENCY)

~ '2., ~~ ¥->~. G.'l. ""' L, \. L~mSECZ.\ C.o. £, (FT) IEASTING)(NORTHING)

(Ml

(FT) GRID AND ZONE

I Ml

DATE I ORDER

v~14- rnh e. c GRID AZIMUTH, ADD

0 TO THE GEODETIC AZIMUTH

/:1?/ll'l'l s~ Ur /.I GRID AZ. (ADD)(SUB.) 0


AZIMUTH OR DIRECTION (Cl&llE•l8)(GRID) ,,

.s1.t~ os s't \coZ '-l2 .SS

REP I.AC ES DA FORMS IOU AND 1980, 1 FEIS 87, WHICH ARE 08501.ETE.

BACK.AZIMUTH GRID DISTANCE

(METERS) IFEET) GEOD. DISTANCE

(METERS) (FEET) 0 , •

'OIA.\10~ l$ Loc.c~ • .-r~.D APPeo')(..

'·'- M.1Le~ kJE5i or= <2'-l~i..Jl~Ei 'Po1r-lT., 11/1/D J"'t-(~ I

fA N {) E.,R 4. 'if /'11t-£~ we!;.,... () F

/I-IE !N7E'l•"~l."CT.lt.'N cJ /:

13ERC~ L..A/I/~ rt/I/I) biANE. t?OAD.

I SKETCH

DESCRIPTION OR RECOVERY OF HORIZONTAL CONTROL STATIOtl For UH of this form, ••• TM 5-237; the proponent

56 agency la U.S.Contlnental Army Command.

COUNTRY TYPE OF MARK STATlun Ct:RC .YRo.C:,,;.,:;r /r

u. S. A. C'.ot-tc Mot-J. W1T\.\ 0\SK PeoF\l.E ~8-~r w ( ~ Ef='. Mo"4·J LOCALITY STAMPING ON MARK AGENCY (CAST IN MARKS) ELEVATION

W°EST~Pil't'\f>Tol-t £tAC". \.{.{. \O\ .4·~ I 5o0T\-4 C.o. E. c;, (;6 (FT)

1Mt-LATITUDE II LONGITUDE q DATUM DATUM

4o" 4~' '1 ·C. tJ 1'2° i../3 I 4<(,o w ..ioent J:lmee.1r.n \~'J..i \"\, L. W . (NORTHING)(8 ITllll) (FT) (EASTING)(llllll•lllll&) (FT) GRID AND ZONE ESTABLISHED BY (AGENCY)

'2.o' 4.st_ c; I Pi"') ~ Q, S5l (; ~s. 1& ~ L. \, LP1m~EeT C.o.E INORTHING)(EASTINGI IFTl (EASTING)(NORTHINGI (FT) GRID AND ZONE DATE ~~DER

(M) (Ml \~14 '\ 12..t:> TO OBTAIN GRID AZIMUTH, ADD 0


TO OBTAIN Pli'nm <;,_ ll T 1-1 GRID AZ. (ADDHSUB.) 0 TO THE GEODETIC AZIMUTH


OBJECT (CHi991!TIC)(GRID) BACK.AZIMUTH , .. (METERS) (FEET) IMETERSI (FEETI

RAIJaE L1~e . ~4°2 LI q ..,.·~ 0 , .

~\PO£t" WATE!a 1Ai.l1.t I IB 01' l I Bo-LAAP WA.ie:IZ. \P.t.J~ '2.lO I '3 44 ~l\OV'JJ.°"C::. Cr<=I, l. -~- , ... s LI l 5,

P.C\UtN-G A eE.A ( \1'\~eF\b~'M) ,. ...... . . . / L

~t-1£ ISTA. 38.-,,1w • o+oo. \?o~t> ©~ ?eoF11.£ 38-c::>1"'./

( ~R. S,u1.lte)

0 Pot£. ...io. \C ~

-

"' ~ ' ·o

F'6' o_ ·o \ f>'-

~,,~ ~ 1"-\:\;.~'G,\.olC.~

' ~- Mo\4 ~e.-~n w ,q1 $ Tt<1Tlo11/ /0/, ¥9 /JN PRC/:'11.€, L.1/1/€

~~ SfA..."TI 0...:, 1$ locA.T~ A.PPec ')(.. l~

1·3 M11..E'5 EA.ST oc; Mo R.lCHES. hJ ~ .. ~ 7 l'I l\j ~LE:\ A.,f...)0 cs '"' A PA..~IGILI~

..J It~ Aa€.A A.T lkE. \I\) E'5\ E~D ~ .....

lW Ill :t OF b0Uc 'Ro .o...o , w H re 1-1 15 f$ ~ ~ :S 3/.; m 0£~ f:'POlfJ N

J "' ~ /NrE I<' ::!E';;.'!:CJI"/

) ~

lll < Of:: 0(3.HCf.I J..AIVE "'ND ':)1.111/~ 1-.C-l'ID

" , ~t <;) "l

I SKETCH

I( \I'. I\: l!.

REPLACES DA FORMS 19SO AND IHO, 1 FEB 87, WHICH ARE OBSOLETE.

DESCRIPTION OR RECOVERY OF HORIZONTAL CONTROL STATION For UH of this form, He TM S.237; the proponent

5 7 agency 11 U.S.Contlnental Army Command.

APPENDIX B

PROFILE LINE SURVEY DATA

The survey data for the Westhampton Beach study are tabulated by profile line number and survey date (in the form YYMMDD). Distances are in feet from the profile ~ine bench mark; elevations are in feet above MLW.

58

PIO'JL[ ........ O&Tl UIOtl O&Tl u1nz• DAT' UUOI o•n Uo t 01 D&Tr U•11J OAT[ UOZ07 O&Tf UOlll OIT[ UOJll IOY I INYY , llYY J IRYY • hYY 5 IAYY • s•vv ' I.VY • Tl•l uoo Tl•l troo Tl•f tlOO Tl•t ll•O T r•r 1100 Tl•[ uoo Tl•f 1100 Tl"[ 1100 .... ...... . ... . .....

.,,,oo 1•.10 •n,oo 10.•tt UloO" 1•.00 o.oo a,oO' o,oo a,oo 911.00 10.10 9JJoOO u.oo u1.oo 19,70

.... oo 1•.10 "1.00 21.1• 01.0• 10.•o ·~•00 z,J" •,oo 1,00 9U,OO "''° ne.oo 11.00 ,,,,oo "''° ., •• oo 1•.Jo 911 oOO ,., .. '1ToO• l?olO IUoOO 5,10 u,oo 1,10 ~'8.00 11.•o 9&•oOD JJoJO n~.oo tloJO

.. s.oo 11.~o 950. 00 llo 1• 9J?oon l••OO Ill oOO •.10 101,00 1,10 ua,oo 1,0 se;;oo l~olO , ••• oo u.•o "1. 00 11.eo 9Uo00 ••• & 5'1·0" ,,Jo J1ooOO UolO 1u,oo •.•o 101,00 s.so •11.00 •·IO 9n,oo IOolO UJoOO u.oo sr•.oo •·I 0 .,o,o• •• so llO•OO 10,10 15•,oo T,•O 111,00 ''° ., •• oo ••IO .... oo lo70 570.00 1,10 Ul oOO '·'" U9o00 s.•o ••J.OO u.•o aza,oo 10.10 eos.oo ••• o 11o.00 JolO "'•00 s.oo u1.oo 1,•o ue,oo l,Ofl 110.00 z,•o .,., 00 u,u .... oo lfl,MO Ul oOO to•O 111.00 .... •h·OO ~.u Ht oOO 1.10 1• 1.00 l••O ll••OO l'o 10 5JO,OO 18,PO au.oo •110 uo.oo 1,90 ht oOO ,,n no.on lolO 911.00 l•.50 5'0,00 u,oo n1.oo s,10 11no 00 •11'1 '30.00 Pe,50 ~'1,00 II, JO ao, oo ,50 9n,no u,aO Ul,OO 7' f'IO

9•?,nn 11.zo 101,00 •,•o hloOO ,, ?ft 1u,oo 1,eo ••••OO •• so 10,00 I,' 0 UToOO 6 ,MO 111,no ,•o 11•· 00 J,ZO

P•O'ILl ........ DUf UOJZI DA Tl uo•o• o&Tr ., .... D&ff "°'°' D& Tf o•~1' DAT[ u011• our U•~IJ our uo•n SOY • IAYY IO .. ,, II IAYY II hH 1J IAYY 11 a•vv II llYY I• Tl•[ uoo T l•f li!•o Tl•! 1100 Tl•[ uno 1 r•r 1100 Tl•[ uoo T !•[ 1100 Tl"E 1100 .... . ...

'1•.oo ilolO HJoOO 11.1~ HJoo• ''''° 90••00 "·'° 9o•,oo Z•,zo 5ao,oo 11.•o 51 ToOO ,., •o 9n,oo 11.10 HOoOO l•oTO .... oo 11.oft su.o• l••IO , ... oo u.oo 515,00 z•,oo 9U,OO tJ,zo 5Jo, 00 IT,•o •• ,,oo 11.so 5•••00 •• ,o ,.~.oo 11.0 .. ~. oo tz,IQ , ... 00 l,JO 515,00 "·'° 9U,OO •• ,o !-•,.o,, 11,00 ns,oo Uo?O .. s.oo 5o80 .... oo • o I 0 .ne.o• ,,,o U•ooo '''° ,., ,oo 11,u· •11.00 1.10 5'5o00 ts.so •o 1. oo e,ao .... oo ,,,o UloOO •••• ••••Oft •• so 'I '•OO 5,•o 9•il,OO •,10 •••• oo •• ,o ,,.,oo Io, oo 01,00 loOO 100.00 'JO .. ?.oo 1.00 111ooo 5ol0 hi oOO •• so 05,oo •• ,o TU,00 1,10 .i .. oo '·'0 •u,oo ••• o

HhO~ \-.--HJ T-T-a--.-~- !-.-'-O-- !~o- t-.tt- ~0-&- .-• .-a- 111-.-,00- "'° ••o.oo 1,00 .... oo 1,u llJoOO olO au,o• ••• o hloOO •t .•O 10•.oo •.•o 10,00 lo•O ?&OoOO 1, 10 1n,oo . '''° IJloOD •lo10 ,,.,00 •,zo •11.00 o.on ,,,,oo lo•O 111.00 '''° h•,oo '·'° ,.,,oo z.oo

111,00 ,u uo.oo •• 10 IJil,OO •.Jo

,OO'!Ll ········ D&Tl UIOJO O&Tl 01101 OAT' UllU DAil OIOIOI D& T! ... "' one uosu onr UOlll O&T[ ••071J IOYY 11 S•VY 11 llVY 1• IOYY z~ hYY fl IAVY u .... u l•V• ,. Tt•[ 1100 Tl•l 11•0 Tl•F 1100 Tl•! U•O ,,., 1100 T l"l 1100 Tl"! uoo T t•t llOO ....

'"·00 2'ol0 51•.oo n.1• s•s.o• ••JO 51 ToOO holO 511,00 l•.•o •l•,oo ,. •• o 5'0o00 UoOO 5JJ,OO Z•oU 5•1.00 IJoJO

'"' 00 IJoJO .,,.o. 11 • •o '"•00 11,lO 521. oo u.10 ,.,,oo 11.10 5UoOO u.u 519.00 1•.10

u1.oo ••• o uz.oo .. ,,, .n.o• To?O 9ao.oo 11.10 SIJ,OO 1•,•o se•,oo IOoOO 5oe,on 17,10 9Uo00 IJoOO .11.00 7ol0 u•.oo 1.,. ••o .oft •• 10 5U oOO I• ,so 591,00 •,10 uo,oo 1ol0 ~·l • 0 0 I Oo 10 ,.,,oo 1,10 71•.oo 1.10 '11 o•O .. ,. 111.00 1o•O 5"•00 10.90 ••1,00 •.10 110.00 s.10 •teoOO •• 10 us.oo •• u 111.00 5,zo ltloOO 1.1• 16'o00 M,60 Ul •00 7,50 101,00 1,10 ,.,,oo ,oo .. o.oo •·lo 117,00 1.u 111.00 i.~o IJ1o00 ... ,. IU ,n• .10 119000 a.in 1'1,00 1,10 ,., .oo o.oo t•e.oo ••!iO h1o00 loH U•.oo .,ao 111.00 z,JO ns.oo 7olO

UJ,00 •1.zo PIO' ILl

o•n uo•10 O&Tl Ullo• o•T! UOll 1 O&Tf •9o• u Q&T! UO•l1 DAT[ U081' OATl .. 0117 DAT( ''°'" IAYY " SoY• u a•vv " SNYY ,. lovy ,, IAYY Jo .... 11 ... , u Tl•I uoo Tl•t U•o Tl•F. uoo T l•t UDO 'r•r 1100 T !•[ uoo Tl•£ 1100 T l"f 1100 .... . ... . .....

su.oo "·'° 911,00 h,•o '21,on 11.00 510,00 U,10 5ZO,OO U,Ao 911,00 11.•o 51 JoOO "''° , ••• oo u.so 510.00 17,,0 5Uoft0 t1 oOO ••?.oo 11.10 SJ•.oo 11.10 , .. ,00 11.90 ,,,, 00 u.oo 5Uo00 zo.zo 551,00 l'oOO su.oo 11.•o 960000 u.on 511,0• II •YO 9?Zo00 u.so s•~.oo ~.,o na,oo ... o~ 5Jlo00 .... o 90,00 UolO •10. 00 7o50 su.oo •.1~ u1.o• •·10 •02· 00 ••• o .. o.oo ~.oo 911,00 ti ,10 IUoOO !Polo •o,oo .... ?OloOO •.10 UToOO IOoJO •'1·o• '•'O .... 00 ••• o 115,00 ••• o u~.oo 1,10 .u.oo T 050 .... oo •• oo ns.oo lo•O 7t8oOO 7,,. 1n.o• JolO 01•00 lo 10 1u,oo '·'° 11•,oo 1. 70 71 toOO lolO 710100 7o00 R1•.oo OoOO us.oo •• ,n UJoO~ o90 11 .. 00 •• so 119,00 1, 10 ho,oo 5ol0 u1,oo 1,00 H•,oo •I, I 0 , ••• oo •,•o 111. oo o,oo 111,00 1;10 119,00 ,,,o

u•.oo 1.10 •n,oo J,IO

59

~•O'IU

O&TE .. ouo D&Tl '70111 OAT' UOZl5 DATE Uo,ol Oaf! .,.,,. e•Tl uo•z1 OAT! '71107 D&TE •11l0. .. ,, u IAYY n ··~·

1• S~VY JT S•v• lA , ... J• .... •O SOT •I Tl•[ llOO Tl"l U•o T !•! !ZOO TI•[ IZOO Tt•! uoo 'l•l !ZOO Tt•f uoo Tl"l uoo ....

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DATE UIOOJ ont UUo5 "'Tr HO I OJ DATE noo• OH( 1J•11 J ""l TJOJI• uHf 7]0Jl4 OAT[ uo•oJ

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APPENDIX C

MSL SHORELINE CHM-fGES

102

60

40 e -c: 20 0

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Cl.

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-40

Profile I

196Z 196~ i9o-r f9~ iSSS- is-61 jg-ss- jgsg- i97tr i9TI i972- i973- i974-Survey Dote

Construction J---------~1~---· .... I _____ _.... _ _.__· ------. Beg~:i:ill I ~ ~

~:~:~;s :.===1m:111:.::,,;:~1:1:11:11:11=1=11=li=,==11==11==11=1=::11:::::~,==1::1:=i:1::=·=i:,:u::11=1:1~:1::~1:111:111:~::~1:11::1L1 40

e 20

c 0 +: 'in 0

Q. -20 ...J Cf)

2 -40

Profile 2

1962 1963 1964 . 19611 1968 1967 1968 1969 1970 1971 1972 1973 1974 Survey Dote

•=Extrapolated Doto

103

40

-£ 20

c 0

"' 0

Q.-20 -' (/)

~ -40

Profile 3

1962 1963 1964 1965 1966 1967 1968 1969 1970 1971 1972 1973 1974 SurvJ1y Date

Construction ,_ ______ .... l~ __ __.. ______ __.._~------Beg~:i:i1 I I ~I ~ ~ ::;:;;s :.==:111:1111:11:111:~1:1:11:11:11:1:11:i1:1==1=1 =1==11=1=::1:1::::~==1:::i :i:,:::::~11::11:1:1~:,:::11:111:111:!::~1:11:::j11

40 Profile 4

] 20

c 0 ... "' 0 a. -' rn 2

-20

-40

1962 1963 1964 1965 1966 1967 1968 1969 1970 1971 1972 1975 1974 Survty Date

•=Extrapolated Data

104

c 0

+:

40

20

·;; -20 ~

~ -40 2

-60

Profile 5

1962 1963 1964 196!5 1966 1967 1968 1969 1970 1971 1972 1973 1974 Survey Dote

Construction 1---------'1 .... ~---· .... I _____ _,,_~_...._ _____ _ Be~~:t:ill I i..I 1---1

::;::;. ~-==:111:1111:111:111~111:~11:11:11:11:1;:i=1 ==11==11==11=1 =:11u:::::~1 ==1:~::11=1 :H!!::=:111:!11:1111:1:1~:,:::11:111:111:1::1/11:11:11 I 40

-.§ 20

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Q,

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~

-40

Profile 6

1962 1963 1964 196!5 1966 1967 1968 1969 1970 1971 1972 1973 1974 Survey Dote

•= Eatropolohd Doto

105

c 0

+-·;;; 0

Q.

60

40

20

~-20 :I!

-40

Profile 7

1962 1963 1964 1965 1966 1967 1968 1969 1970 1971 1972 1973 1974 Survey Dote

Construction 1-------la...=----.... : _____ __. _ _._ ______ _ Be8~:i:ill I :I ~ ~ ::;::;s ~-==·:11u:111:111:iH~~1:1:11:11:u:,:,::U:1=="==1=:11:1=::1:,;::!==:1::':i:,:::::1::11::11:11:~:,~:m:11:111:::~:11:11:1i

c 0

40

20

:f -20 "' 0 Q.

--J -40 VJ :::E

-60

Profile 8

1962 1963 1964 1965 1966 1967 1968 1969 1970 1971 1972 1973 1974 Survey· Dote

•= Extropoloted Doto

106

£ c 0 +: ·;; 0 a. -' en

60 Profile 9

40

20

2 -20

-40

1962 1963 1964 196!1 1966 1967 1968 1969 1970 1971 1972 1973 1974 Survey Date

Construction 1--------'I-~ · __ .... ·11--------'--'-------Be~~:i:ill I ~ ~ ::;::;s ~-==:110:111:111~11:~111:~1:11:11 :11:1;:; I===!! ==II =l=I =I ~:~11::::~==~1 ::' :i:i ~:~:i~~1:1:1:1 1:1 ~~1::~:111:111:! :~111:111:11

Profile 10 40

:§ 20

c 0 +: .. 0 a.

~-20 2

-40

1962 1963 1964 196!1 1966 1967 1968 1969 1970 1971 1972 1973 1974 Survey Dote

•= Extrapolated Doto

107

.§ ·c 0 +: "' 0 0.

..J en ::E

110 Profile 11

80

60

40

20

-20

-40 1962 1963 1964 1965 1966 1967 1968 1969 1970 1971 1972 1973 1974

Survey Dote

Beoch Fill I ~ ~ Groin t---------:--:------~-7--:-------Construction .. -. _____ _.I_= ___ :! _____ __,, _______ _

::~:;;s :. ===111:111:111:111:~ 11::11:11:11 :11:,;:j1===11 ==I; =1=11=::1:1::::!,:::1 ::1

:i:1 :::::1:11::11=1:1 ~=11~:~1:w:m:::1~111:11:1 I

! :: ----- -- --- ______ :r:f~l~-1: _______ ------~ +: 'iii 0

0. -20 ..J en ::E -40

1962 1963 1964 19611 IHI IHT 1968 1969 1970 1971 1972 1973 1974 Survey Dah

•= Extropoloted Doto

108

40

:§ 20

c 0

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:E -40

Profile 13

---------------------------------\,J\,

1962 1963 1964 196!5 1966 1967 1968 1969 1970 1971 1972 1973 1974 · Surny- Data-

Beach FlH I Groin 1--------------------------Construction 1--------------------------

Storms 1-.----------------------~1~a1.-_ Surveys '-----------------------•'ulH~;wn1~1~1

40 Profile 14

.§ 20

c .o +-

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-20

-------------------------------~

:E-40

1962 1963 1964 1965 1988 1967 1968 1969 1970 1971 1972 1973 1974 Survey Date

•= Extrapolohd Data

109

1962 1963 1964 196!1 1966 1967 1968 1969 1970 1971 1972 1973 1974

Beach Fill Groin

Construction

Survey Date

i--~~~~~~~~~~~~~~~~~~~~~~~~-

S tor ms Ill

Surveys 111 111111 1 1

40 Profile 16

~ 20 -------- - --- - - -- --- - - - ----- _____ J{_ "' 0

Q.

-20 ..J CJ)

:I -40

1962 1963 1964 196!1 1966 1967 1968 1969 1970 1971 1972 1973 1974 Survey Date

n E1tropolated Doto

110

40

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c 0

Profile 17

~ -- - - ----- - - - - ------ ------- ----------.M 0 Q.

-20 ..J en 2

-40

1962 1963 1964 1965 1966 1967 1968 1969 1970 1971 Survey Dote

1972 1973 1974

Groin ~-------------------------Beach Fill I

Construction 1-------------------------Storms _

Surveys ~============================================1:,:,:,:::=1=1: 40

e 20 -c 0

+... 0

Q. -20 ..J en :I -40

Profile 18

1962 1963 1964 1965 1966 1967 1968 1969 1970 1971 1972 1973 1974 Survey Dote

• = Extrapolated Doto

111

40 Profile 19

-:; 20 -------------------------. -----------+·;:; 0 a..

-20 _, (/)

:IE' -40

1962 1963 1964 1965 1966 1967 1968 1969 1970 1971 1972 1973 1974 Survey Dote

Beach Fill Groin

Construction Storms Surveys

40

111

11111111 I I I

Profile 20

~ 20 ---------------------------------- fl!i __ ·;:; 1!1\7 0 0.

-20 _, (/)

:& -40

1962 19U 1984 1965 1966 1967 1968 1969 1970 1971 1972 1973 1974 Survey Dote

•=Extrapolated Doto

112

APPENDIX D

ABOVE MSL UNIT VOLUME CHANGES

113

150 Profile I E 100 ..... "' E 50 ~

Q)

E -= 0 -50 > =-100 c

::::> -150

1962 1963 1964 1965 1966 1967 1968 1969 1970 1971 1972 1973 I 74 Survey Date

Beach Fill Groin

Construction Storms

Surveys

150 Profile 2 e ;;;.

100

.§ 50

cD E :I

0 -50 > := -100 c

::::> -150

1962 1963 1964 1165 1966 1967 1968 1969 1970 1971 1972 1973 1974 Survey Date

114

1!50

e 100 ~

Profile 3

.s !50 Q)

E :I

0 > -50

+-·c: -100 :::>

-1!50

1962 1963 1964 196!5 1966 1967 1968 1969 1970 19~1 f9j2_ 191'3- !91'4-Surve y Date

Beach Fill I ~ ~ Groin 1---------------............. _...,.... _____ _ Construction 1------l~ __ :.._I ____ ~....__ ____ _

~:;:::s =-===1111:111:111:111:111:1:11:11:11:11:H:l:,==11=="==11=1=::11:::::~,==1::j::i:i::::i:~u::u:1:1~:,:::u:111:11:1~::~1:11:-11ul 1!50

e 100 ;;;-.§ !50

Q)

E :I

~ -!50

:=-100 c =>-1!50

Profile 4

1982 1963 1964 196!5 1966 1967 1968 1969 1970 1971 1972 1973 1974 Survey Dote

115

HIO

- 100 ~ .§ 50

cu e :ll

~ -50

;t;:-100 c

::::> -150

Profile 5

1962 1963 1964 1965 1966 1967 . 1968 1969 1970 1971 1972 1973 1974 -Survey tiote

Beach Fill I Groin . Const ruction

Storms

Surveys

150

e 100 ;;;.. .§ 50

cu e :ll

0 -50 > :4::-100 c

::::> -1150

Profile 6

1962 1963 1964 1965 1966 1967 1968 1969 1970 1971 1972 1973 1974 Survey Date

116

150

CD e :J

0 -50 > ~-100 c

::> -150

Profile 7

1962 1963 1964 1965 1966 1967 1968 1969 1970 1971 1972 1973 1974 Survey Dote

Be8~:i:il I

1

. Construction

Storms _ Surveys

150

e 100 ;;;-e 50 -CD e :J

~ -50

.._ -100 'E ::> -llS 0

Profile 8

1962 1963 1964 1965 1966 1967 1968 1969 1970 1971 1972 1973 1974 Survey Dote

117

150

..... 100 e ;;;-

.§ Cl)

e :::J

50

0 -50 > ~ -100 c

--:::; -150

Profile 9

1962 1963 1964 1965 1966 1967 1968 1969 1970 1971 1972 1973 1974 Survey Dote

Construction !--------'..;,.,! __ ..J: '-------..&._....__· -----Beach Fill I ~ ~ Groin : I

!:;::;s ~-==·~,11~1111~111~11~1~1~1:11~u~11~1~11:l:1=:1:1:1~::1:11=::1~1::::~1==~1::1 :l:l:::::1:1:1:1=1:11:~1:~:11:111:1~::~:111:-11~1 150 Profile IO

..... 100 !-E 50 -Q)

E ::I

~ -50

+- -100 ·c: ::> -150

1962 1963 1984 19615 1968 1967 1988 1969 1970 1971 1972 1973 1974 Survey Dote

118

E ii;-.§

Cl> E ..: 0 >

150 Profile It 100

50

-50

1962 1963 1964 1965 1986 1967 1968 1969 1970 1971 1972 1973 1974 Survey Date

Construction: ·I · Be~~:i:ill I : ~ ~: !:;:::s ~-===1rn:111:111:11::11:1:11:11:11:1:11:i=1==1=1=1=1=1=11=:'.1:1::::~==:1::1 :i:i:::::i!1:1:1=1=11:~1:::a:u:w:1~::~:11:11:L1

150

- 100 ~ ,., .§ 50

Cl> E :::J

~ -50 ~-100 ·r: =-IDO

Profile 12

-- - ---- - - -- --- - - - - - - - - -- - - -- ---~

1982 1983 1964 198D 1968 1987 1968 1989 1970 1971 1972 1973 1974 Survey Date

119

I !10 Profile 13 e 100 ...... .., e 50 --cu e ::I

0 -50 >

-------- - - - ------- ---- ----- -- --\;JC.

!:-100 c ::>

-150

1962 1963 1964 1965 1966 1967 1968 1969 1970 1971 1972 1973 1974 Survey Dote

eeg;:i:il 1 I ; Construction

Storms ~-------------------------------''~P~-Surveys ~---------------------------1.1.".1111111.1.•.i..1 _,,1.

150

e 100 ~ ..s 50

Profile 14

!-·· ---------------- ---------------v !:-100 c

::> -1!10

1982 IHI 1984 1965 1966 1967 1968 1969 1970 1971 1972 1971 1974 Survey Dote

120

150 Profile 15 '!. 100

: 50 --- - - -- ---- -- - - - ----- --- - __________ 0!_ E ::J

~ -50

:t -100 c

:::> -150

19~2 lff-3- 1*4- 1"5 196&- 19&-7- 196&- 1969 1910 i91f i9??- ;973- i9~Survey Dote

Groin Construction Beach Fill I ~MmS . W

surveys ============================================1=11:rn:,"==' ,

150 Profile 16 -E 100 ..... "' .§ 50 A

- - - --- - - - - - - - - - - - - - - - - - - - - - - - - - --~ -Cl)

E ::J

~ -50

:=-roo c

:::> -150

1962 1983 1984 1985 1988 1987 1968 1989 1970 1971 1972 1973 1974 Survey Date

121

150 Profile 17 e 100

~ 50 ------- ------------------------------$ :::J

0 -50 >

~ -100 c ::> -150

1962

Construction

1963 1964 1965 1966 1967 1968 1969 1970 1971 ~urvey l)ote

1972 1973 1974 Beg~:i:il I I

Storms . IL

Surveys :===========================================1 .... 1-1 ... :ui; ... • ... 1=:11

150 Profile 18 ~ 100 ,., ..s 50 I -so - - --- --------------- --- - ----- -- -- ----Cy := .;.100 c ::> -150

1962 1963 1964 1965 1968 1987 1968 1969 . 1970 1971 1972 1973 1974 Surv~y Date

122

Cl> E ::I

150

100

0 -50 > :: -100 c

::> -150

Profile 19

1962 1963 1964 1965 1966 1967 1968 1969 1970 1971 1972 1973 1974 Stir\le-y- Ooh-

Construction Beg~:i:il I I

Storms ~-~-~~----~-------------~ll...__ Surveys i----------------------_...1 ... 11..,u1 ... 1 ......... 11

150

~ JOO

"' .§ Cl> e 2

50

~ -50

= -100 c

:::> -150

Profile 20

-----------------------------------M---

1962 1963 . 1964 1965 1966 1967 1968 1969 1970 1971 1972 1973 1974 Survey Date

123

APPENDIX E

PROFILE ENVELOPES

The profile envelopes in this appendix show the maximum and minimum --ele\lations_measured alon_g each profile line. The seaward ends of the profile surveys have been connected by the automatic plotter, but do not represent actual profile closure. Since these are envelopes, the plotted upper and lower bounds do not necessarily represent a profile that existed during any of the surveys.

124

N U1

-E -E ::J +-0

10

0 5 _, (I)

:e .. c 0

~ 0 0 > G>

w-2

Prof i/e

______________ _..L. __ ......,.__.. ____ ---J

_ 10 E -e ::J .... 0

0 5 _, U> :e .. c 0

.... 0 0 > G>

~-2

-200 -100 0 Distance from Initial

MSL Intercept

Profile

100 Survey (m)

3

200

--------~-------""------"-------J -200 -100 0 100 Distance from Initial Survey

MSL Intercept (m)

200

10 · Profile 2 -E -e ::J +-0

0 5 _, (I)

:e .. c 0 :;: 0 0 > CD

w-2 ~~----~----~----...,.-!-~--.,,,...,! -2QO -100 0 100 200

_IQ E -E ::J +-0

0 5 _, (I)

:e -c

0

:;: 0 0 > G>

w-2

Distance from Initial Survey MSL Intercept (m)

Profile 4

~L..-----.&...-----L..-..----....L...----~ -~200 -100 0 100 200

Distance from Initial Survey MSL Intercept ( m)

N en

10 -E -E :::J -g 5 ..J Cf)

~ ..

Profile 5

c 0

- 0--------c > Cl> L;:i-2

----~~--~~--~~--~~---

-E -E :::J +a

10

c 5 ..J Cf)

~ ..

Profile 6

c 0 - 0 ----------a > CD

w -2 :· ~--'----~~.__~~~~~......,...~~ ........

200 -'200 -100 0 100 200 - 200 -100 100 0

-E -E :::J +-c c ..J Cf)

~

c

10

5


Profile 7

0 +- 0 :_ ________ _ c > .!! -2 41

-200 -100 0 100 200 Distance from Initial Survey

MSL Intercept Cm)


10. Profile 8 -E -

E :::J -c c ..J Cf)

~

-c 0

+c >

5

.!! _2 41


MSL Intercept Cm)

I'\) ...._,

- 10 E -E :J

+-a 0

...J (/)

:i;

c: 0

+-0 > Cl>

5

L;j ~2

10 E -E :J +-a 0 5 ...J en :!E c: 0

+-a > Cl>

w-2

Profile 9

-----~~---~~--~~----~~--- 200 -100 0 100 Distance from Initial Survey

MSL Intercept (m)

Profile II

-200 -100 0 100 Distance from Initial Survey

MSL Intercept (m)

200

400

-10 Profile 10 E -E :J .... a Cl

...J 5 (/)

:!E

-c: 0

:+: 0-------------0 ' > Cl>

lii-~

_10 ..5 E :J +-0

0

...J 5 (/)

:'E -c: 0

.__.__~~..._~~......__~~----~~-.J


MSL Intercept (m)

Profile 12

:+: 0---------- -a > Cl>

w-2. 1-----~~...._~~...._~~----~~-J


MSL Intercept (m).

N CX>

10 -e - Profile 13

- - - - - -· - ---

-100 0 100 200 Distance from Initial Survey

M SL Intercept (m)

e 10 Profile 15

-c 0

~ 0 ICJ > ~ -2 w


MSL Intercept (m)

' 10 ]

10 ...-: ... E ..... _ ~ :ai ~-~

Q 5 ..... Ch :E

i

Profile· 14

-100 0 100 200 Distance from Initial Survey

MSL Intercept (m)

Profile 16

:.:: 0 ------------- ---------0 > ~ -2 '-.l..__ __ --1. ____ ___,.i..__ ____ ~ __ ___.


MSL lntecept (m)

N w

-E -E ::I +-

10

~ 5 _, Cl)

:e .. c 0

Profile I 7

+: 0 ------r-0 > CD

LLi -2

-E -E ::I +-

10

~ 5 _, Cl)

:e -c 0

----~-----~----~--~,__~,..........., -200 -100 0 100 200


Profile 19

+: 0 --------~- --------·--0 > CD w-2

-200 -100 0 100 . 200 Distance from Initial Survey

MSL Intercept (m)

-E -E ::I +

10

~ 5 _, Cl)

:e -c

Profile 18

0 ·+ 0 --------0 > CD •

w-2 . _.. _______________________ __

-200 ;..100 0 100 200

-E -E ::I +-0

10

0 5 _, Cl)

::!: -c

0 +·o a >

.2! _2 I.LI

Distance ·from Initial Survey MSL Intercept (m)

Profile 20


MSL Intercept Cm)

DeWall, Allan E.

Beach changes at Westhampton Beach, Hew York, 1962-73 I by Allan E. DeWall. - Ft. Belvoir, Va. : U.S. Coastal Engineering Research Center ; Springfield, Va. : available fr= llational Technical Information Service, 1979.

129 p •. : ill. ; 27 cm. - (Miscellaneous report - U.S. Coastal Engineering Research Center ; no. 79-5)

Bibliography : p. 34. Report describes an 11-year study at Westhampton Beach, N.Y., which

began after the catastrophic storm of 5-9 March 1962, to measure the response of an unstructured beach to seasonal changes and storm events. The effects of a large groin field (construction started 3 years after the surveys were begun) and associated beach fill are included.

1. Beach changes. 2. Beach profile. 3. Groins. 4. Westhampton Beach, New York. I. Title. II. Series: U.S. Coastal Engineering Research Center. Miscellaneous report no. 79-5.

TC203 .U581mr no. 79-5

DeWall, Allan E.

627

Beach changes at Westhampton Beach, llew York, 1962-73 I by Allan E. DeWall. - Ft. Belvoir, Va. : U.S. Coastal Engineering Research Center ; Springfield, Va. : available fror.i llational Technical Information Service, 1979.

129 p. : ill. ; 27 cm. - (Miscellaneous report - U.S. Coastal Engineering Research Center ; no. 79-5)




TC203 .U581mr no. 79-5 627

DeWall, Allan E.

Beach changes at Westhampton Beach, New York, 1962-73 I by Allan E. DeWall. - Ft. Belvoir, Va. : U.S. Coastal Engineering Research Center ; Springfield, Va. : available from National Technical Information Service, 1979.





TC203 .U581mr no. 79-5

DeWall, Allan E.

627

Beach changes at Westhampton Beach, New York, 1962-73 I by Allan E. DeWall. - Ft. Belvoir, Va. : U.S. Coastal Engineering Research Center ; Springfield, Va. : available from National Technical Information Service, 1979.



began after the catastrophic storm of 5-9 March 1962, to measure the response of an unstructured beach to seasonal changes and storm events. The effects of a large groin field (construction started' 3 years after the surveys were begun) and associated beach fill are included.


TC203 .U581mr no. 79-5 627

DeWall, Allan E.

Beach changes at Westhampton Beach, llew York, 1962-73 / by Allan E. DeWall. - Ft. Belvoir, Va. : U.S. Coastal Engineering Research Center ; Springfield, Va. : available fr0t:1 llational Technical Information Service, 1979.





TC203 .U581mr no. 79-5

DeWall, Allan E.

627

Beach changes at Westhampton Beach, Hew York, 1962-73 I by Allan E. DeWall. - Ft. Belvoir, Va. : U.S. Coastal Engineering Research Center ; Springfield, Va. : available frCl!l !lational Technical Information Service, 1979.



began after the catastrophic stort:l of 5-9 March 1962, to measure the response of an unstructured beach to seasonal changes and storm events. The effects of a large groin field (construction started 3 years after the surveys were begun) and associated beach fill are included.


TC203 .U581mr no. 79-5 627

DeWall, Allan E.

Beach changes at Westhampton Beach, New York, 1962-73 I by Allan E. DeWall. - Ft. Belvoir, Va. : U.S. Coastal Engineering Research Center ; Springfield, Va. : available frc:m National Technical Information Service, 1979.





TC203 .U581mr no. 79-5

DeWall, Allan E.

627

Beach changes at Westhampton Beach, New York, 1962-73 I by Allan E. DeWall. - Ft. Belvoir, Va. : U.S. Coastal Engineering Research Center ; Springfield, Va. : available fran National Technical Information Service, 1979.



began after the catastrophic storm of 5-9 March 1962, to measure the response of an unstructured beach to seasonal changes and storm events. The effects of a large groin field (construction started' 3 years after the surveys were begun) and associated beach fill are included.


TC203 .U581mr no. 79-5 627

MR-CERC 79-5 "Beach changes at Westhampton Beach, New ...

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