an
2e%
(OS
pe Coating.
MR 83.5
Beach Changes at Holden Beach,
North Carolina, 1970-74
by
Martin C. Miller
WHO!
DOCUMENT
COLLECTION
MISCELLANEOUS REPORT NO. 83-5
MARCH 1983
distribution unlimited.
Prepared for
U.S. ARMY, CORPS OF ENGINEERS
COASTAL ENGINEERING
RESEARCH CENTER
Kingman Building
Fort Belvoir, Va. 22060
Mie 3B-S”
Reprint or republication of any of this material
shall give appropriate credit to the U.S. Army Coastal
Engineering Research Center.
of single copies of this publication has been made by
this Center. Additional copies are available from:
Nattonatl
ATTN: On
Technical Information Service
an | | |\ be used for
ao Seeley eas eal purposes.
hs le | | | + an official
sania a iene | h commercial
le construed
tion unless
UNCLASSIFIED
SECURITY CLASSIFICATION OF THIS PAGE (When Data Entered)
REPORT DOCUMENTATION PAGE BS OOS
1. REPORT NUMBER 2. GOVT ACCESSION NO, 3. RECIPIENT'S CATALOG NUMBER
MR 83-5
4. TITLE (and Subtitle) 5. TYPE OF REPORT & PERIOD COVERED
Miscell R
BEACH CHANGES AT HOLDEN BEACH, NORTH CAROLINA, De Geena nae
1970-74 6. PERFORMING ORG. REPORT NUMBER
7. AUTHOR(s) 8. CONTRACT OR GRANT NUMBER(e)
Martin C. Mill
artin iller DACW7 2-79-C-0020
9. PERFORMING ORGANIZATION NAME AND ADDRESS 10. PROGRAM ELEMENT, PROJECT, TASK
p Ff AREA & WORK UNIT NUMBERS
Science Applications, Inc.
4900 Water's Edge Drive, Suite 255
Raleigh, NC 27606 C31194
11. CONTROLLING OFFICE NAME AND ADDRESS 12. REPORT DATE
Coastal Engineering Research Center 13. NUMBER OF PAGES
Kingman Building, Fort Belvoir, VA 22060 194
4. MONITORING AGENCY NAME & ADDRESS(If different from Controlling Office) 1S. SECURITY CLASS. (of thia report)
UNCLASSIFIED
1Sa, DECL ASSIFICATION/ DOWNGRADING
SCHEDULE
- DISTRIBUTION STATEMENT (of thie Report)
Approved for public release; distribution unlimited.
. DISTRIBUTION STATEMENT (of the abstract entered in Block 20, if different from Report)
. SUPPLEMENTARY NOTES
- KEY WORDS (Continue on reverse side if necessary and identify by block number)
Beach changes
Holden Beach, North Carolina
Beach erosion control Storm erosion
Beach profile surveys
ABSTRACT (Cantinue em reverse side if neceasary and identify by block number)
Beach profile lines at 21 near-evenly spaced intervals along Holden
Beach, North Carolina, between Lockwoods Folly and Shallotte Inlets, were
measured from November 1970 to December 1974. These have been analyzed to
determine the spatial and temporal variabilities on long-term, seasonal, and
short-term scales. Profile lines near the inlets showed the greatest varia-
bility in mean sea level (MSL) position, above MSL volume, foreshore slope,
and profile envelope. This variability near Lockwoods Folly Inlet was partly
continued)
DD Aree 1473 ~—s EDITION OF ? NOV 65 IS OBSOLETE UNGHGGEAEER
SECURITY CLASSIFICATION OF THIS PAGE (When Data Entered)
UNCLASSIFIED
SECURITY CLASSIFICATION OF THIS PAGE(When Data Entered)
enhanced by artificial nourishment at profile line 2. Temporary, low-cost
shore protection devices (e.g., sandbag groins) were constructed near that
inlet during part of the study. No other modifications or activities that
affected beach processes were known to occur during the study period.
The central part of Holden Beach was studied separately because of the
high variability of the inlet sections at either end of the island. Fore-
shore slopes along this reach increased from an average of 1:30 at the east
end to 1:17 at the west. A seasonal change in above MSL volume indicates
loss of sand during autumn and winter, and a gain during spring and summer.
Changes in MSL shoreline intercept and above MSL volume were highly variable
during the study. Regression analysis and total annual rates of change indi-
cate that the MSL shoreline is advancing while above MSL volume is decreasing.
The net sand loss along the central reach was met or exceeded by gains along
the inlet reaches. Wind data showed that strong winds occurred less frequently
than normal during the study, and few major storms had an impact on the beach.
Erosion events correlated with high water levels and strong onshore winds
(near 10 meters per second) while accretion events correlated with gentle,
onshore winds for several days before the survey. Visual wave data indicated
that westward littoral transport predominated two to three times the eastward
transport. The extreme variability of the inlet sections in comparison to
the central section emphasizes the need for a different sampling approach to
understand these disparate environments.
2 UNCLASSIFIED
—————
SECURITY CLASSIFICATION OF THIS PAGE(When Data Entered)
PREFACE
This report is one of a series describing the results of the U.S. Army
Coastal Engineering Research Center's (CERC) Beach Evaluation Program. One
aspect of the program, and the subject of this report, is to provide basic
engineering information on changes in the volume of sand on beaches above mean
sea level, and on changes in shoreline position, as obtained from long-term
beach survey projects. The work was carried out under the Beach Profiles Studies
work unit, Beach Protection and Restoration Program, Coastal Engineering Area
of the Corps of Engineers Research and Development.
The report was prepared by Dr. Martin C. Miller, Science Applications, Inc.
(SAI), Raleigh, North Carolina, under CERC contract No. DACW72-79-C-0020. Beach
profile surveys were performed by the W.W. Blanchard Company, Wallace, North
Carolina, under contract to the U.S. Army Engineer District, Wilmington. Visual
wave data were contributed by J.M. Clarke and E.D. Gray. M.V. Fleming, T.J.
Lawler, J. Buchanan, and B.R. Sims developed the CERC computer programs used
for editing, analyzing, and displaying the beach profile data. J.L. Miller,
J.A. Tarnowski, and K.P. Zirkle (CERC) assisted in data reduction. Eigenfunc-
tion analysis programs were written by D.G. Aubrey, Woods Hole Oceanographic
Institution, Woods Hole, Massachusetts. The author acknowledges and appreciates
the helpful review comments from D.G. Aubrey, A.E. DeWall, and B.R. Hall (CERC),
and J.T. Jarrett, U.S. Army Engineer District, Wilmington.
A.E. DeWall was the contract monitor, under the general supervision of
R.M. Sorenson, former Chief, Coastal Processes and Structures Branch, and
Mr. R.P. Savage, Chief, Research Division, CERC.
Technical Director of CERC was Dr. Robert W. Whalin, P.E.
Comments on this report are invited.
Approved for publication in accordance with Public Law 166, 79th Congress,
approved 31 July 1945, as supplemented by Publc Law 172, 88th Congress,
approved 7 November 1963.
TED E. BISHOP ,
Colonel, Corps of Engineers
Commander and Director
CONTENTS
CONVERSION FACTORS, U.S, CUSTOMARY TO METRIC .
I TN ERODU CIuON sre pastaicouersi ish enero serene
ee Backecoundamey scien lomo mspietnte :
2. Previous Work... 0
II THE STUDY ARFA .... 50
1. Geography and Geomorphology Q °
2. Littoral Processes. . .
EIA METHODS ey. cimie 5 ee
Profile Lines ae Montmeneacions G .
IV RESULTS... <2. . 6.0 0. 6) -G 10 c
1. Temporal Vartability. 60 5
2. Spatial Variability .....,
V DISCUSSION... . 606 © bo 70
1. Profile Ghennes Sang bg 06 6
2. Civil Engineering tapIicasone, C
VI SUMMINRS 1G 6 oo Blo oe) 6 Je" 6
JEM AONU CHB). G6 6 G6 6! 6) on a6 4
APPENDIX
A PROFILE LINE DOCUMENTATION AND PHOTOS. .
B BEACH PROFILE DATA... .
Cc CHANGE IN MSL SHORELINE POSITION .
D CHANGE IN ABOVE MSL UNIT VOLUME. 6
iE} PROFILE ENVELOPES.
1 Relative longshore energy flux by month from visual wave observations
TABLES
2 Summary of profile lines and surveys. ...
Ze3}
24
3 Regression coefficients for changes in MSL intercept and above
MSDLasand Svolliam eixawee heya veyrrewe cece sy ery nannies hee uk ic ean MC Ua CRE HEN ae aa
4 Change in above MSL sand volume averaged over each reach between
therdates ,indicatedicge. iis vei es menus mcuien tre keke he Meee Re co cathe
5 Change in position of MSL intercept (m) averaged over each reach
between the dates indicated.
15
16
17
CONTENTS
TABLES--Continued
Dredging record at Lockwoods Folly Inlet during BEP study. ......
North Carolina coastal storms, 1970-74
Visual wave observations of erosion and accretion events at
Holden Beach during iBEPUsitudyy <= es 1s 2) eles
FIGURES
Profile line locations along Holden Beach, Brunswick County,
Moist Garcoilaies 4 Sil6)q 04, 6.0 O10 00 Oo 6 O86, o 6 lo. 60.0) 6 lo. 0 G06
Aerial photo mosaic of Holden Beach, August 1971 .......
Changes in Lockwoods Folly Inlet, 1959-72.
Aerial photos of Lockwoods Folly Inlet, 1938-72.
Kerialsiphotosnorushallotte minletmel93 8-7/2) 7s) le tlel len telwlen lei ites Mer denule) 1c
Comparison of wind speed and direction observed during BEP study
with the long-term average at Wilmington, North Carolina. ....
Recording periods of CERC wave gage on Holden Beach fishing pier
Neatap ro rdelley ein | ll Oran ewes we val ae greek epee cc) Pan MEST Cer ais, wet Le stunt ie
Monthly average significant wave height and period .........
Monthly average significant wave heights measured at Wrightsville
Beach and Holden Beach,-North Carolina, and off Savannah, Georgia .
Frequency distribution of profile line surveys by year and season. . .
Frequency distribution of profile line surveys by month and season .
Definition of MSL shoreline change and above MSL unit volume change.
Cumulative change in high water line position east of profile line 4
Comparison of cumulative change in position of high water line and
dune line west of profile line 4 from aerial photo analysis .
Displacement distance and standard deviation of annual mean, MSL
intercept from long-term mean (Nov. 1970-Dec. 1974), MSL intercept
at each profile line (1971-74). ohio
Seasonal changes in above MSL volume averaged over the central reach .
Seasonal trend in selected beach profiles.
Page
38
39
42
10
ilk
iS)
16
17
19
20
20
30
35
36
S7/
18
19
20
21
22
23
24
25
26
Qi
28
29
CONTENTS
FIGURES--Continued
Wind velocity recorded at Wilmington, North Carolina, between
30 September-3 December 1974. . . 2. 2. «2 + © © © © ee eo
Wind velocity and water level during erosion event recorded
at Wilmington, North Carolina, 14 January-8 February 1971 .
Wind velocity and water level recorded at Wilmington, North
Carolina, 29 September-1l1 December 1972 .........
Wind velocity and water level recorded at Wilmington, North
Carolinas, 28) March= 13 Apr tlaOi73 renee) loll «i a) eihiei) 2) oie ie
Wind velocity and water level recorded at Wilmington, North
Carolinas 9 — 25a Juneyeloii2 ene eiils iistvenursmirenitcn Moll oMltetciay) sal eiiite Iie
Wind velocity and water level recorded at Wilmington, North
Carolina, 12 November-14 December 1970. .......4.4.-.
Wind velocity and water level recorded at Wilmington, North
Carolina, 13 April-14 June 1973 ......
Wind velocity and water level recorded at Wilmington, North
Carolinas. 13 VAprid—9luney dO) 2ei ea ne ele ole oie
Wind velocity and water level recorded at Wilmington, North
Carolinas Augusit=290 September 1972/6 chee ellie sila) ele
Wind velocity and water level recorded at Wilmington, North
Carolsinaly 14) June—U2i) July S73 carcnci ounce Mellel tei bew delice: he
Change in MSL intercept along Holden Beach on successive
BUND GENESIS Gg)o) co loio! 6 0G lo G60 0 O60 6 6.0 Oo 0
Beach foreshore slope averaged over the study period .
43
44
45
45
47
48
49
50
51
D2,
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 by To obtain
inches iy FG Pe a POMOC a a
2-54 centimeters
square inches 6.452 square centimeters
cubic inches 16.39 cubic centimeters
feet 30.48 centimeters
0.3048 meters
Square feet 0.0929 Square meters
cubic feet 0.0283 cubic meters
yards 0.9144 meters
square yards 0.836 Square meters
cubic yards 0.7646 cubic meters
miles 1.6093 kilometers
square miles 259.0 hectares
knots 1.852 kilometers per hour
acres 0.4047 hectares
foot-—pounds 1.3558 newton meters
maniacs 1.0197 x 1073 kilograms per square centimeter
ounces 28.35 grams
pounds 453.6 grams
0.4536 kilograms
ton, long 1.0160 metric tons
ton, short 0.9072 metric tons
degrees (angle) 0.01745 radians
Fahrenheit degrees 5/9 Celsius degrees or Kelvins!
1T> 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.
BEACH CHANGES AT HOLDEN BEACH, NORTH CAROLINA, 1970-74
by
Martin C. Miller
I. INTRODUCTION
1. Background.
This report is one of a series which analyzes and interprets beach
profile data collected along several east coast beaches during the peri-
od 1962-75. Beach profile data from 21 profile lines on the oceanside
of Holden Beach, North Carolina (Fig. 1) were collected from November
1970 to December 1974 by the U.S. Army Engineer District, Wilmington,
as part of the U.S. Army Coastal Engineering Research Center's (CERC) Beach
Evaluation Program (BEP) (formerly known as the Pilot Program for Improv-
ing Coastal Storm Warnings or the Storm Warning Program). The BEP was
initiated after the Great East Coast Storm of March 1962 to observe vari-
ations on typical beaches in response to waves and tides of specific
intensity and duration. Twelve beaches in the region hardest hit by the
storm (Massachusetts to North Carolina) are under study in this program.
This report presents an analysis and interpretation of data collected
at Holden Beach, documents the locations of the profile lines, and evalu-
ates the relationship of changes in the beach elevation, sand volume, and
shoreline position to changes in waves, water level, sediment size and
supply, storm events, and coastal structures. The analysis includes a
review of previous studies of the area to determine the relevant long-
term trends in waves, winds, tides, and inlet processes.
Variability in the shape of the beach profile was analyzed using the
empirical eigenfunction technique as well as by other standard methods
performed by CERC. Changes were evaluated on three time scales: (a)
short-term changes caused: by individual storms or events occurring between
surveys; (b) seasonal changes observed over the typical 3-month season;
and (c) long-term changes that occur on time scales of l-year or more.
2. Previous Work.
There have been few detailed studies which provide insight into pro-
cesses along the barrier islands of southern North Carolina; none has con-
centrated on Holden Beach. The most comprehensive study was developed for
Yaupon and Long Beaches to the immediate east of Holden Beach by the U.S.
Army Engineer District, Wilmington (1973). The study also provides infor-
mation on processes active at Lockwoods Folly Inlet, as well as along the
eastern end of Holden Beach, and summarizes wave, wind, and other general
climate data. Langfelder, Stafford, and Amein (1968) and Wahls (1973) used
aerial photography to determine the erosion rates of North Carolina's
barrier islands. The results of the former study were reviewed in U.S.
Army Engineer District, Wilmington (1973) and will be referred to later in
this report. Langfelder,et al. (1974) and-Baker (1977) used successive
aerial photos to compare changes occurring in the coastal inlets at either
end of Holden Beach from 1938 to 1976. Machemehl, Chambers, and Bird (1977)
combined aerial photo analysis and information from coastal survey maps to
NORTH CAROLINA
a
&
2)
a |
e
Q.
DN
S
ag
NAUTICAL MILES
1 £ 0 1 2 3 4 5
YARDS
—e—————>—————————_—————
1000 D) ‘S000 ¥0000
METERS
oO 1 2. 3 4 5 6 7 8 q 4
Profile line locations along Holden Beach, Brunswick County,
Figure 1.
North Carolina.
extend the history of inlet change to 1859. They also developed a model of
tidal flow and water level change for Lockwoods Folly Inlet.
This report concentrates on the analysis and interpretation of the
Holden Beach data collected during the BEP study and relates the beach
changes to the environmental factors of waves, winds, and water levels
that occurred during that period. Aspects of these previous studies which
relate to beach processes during the period are used to provide additional
insights.
II. THE STUDY AREA
1. Geography and Geomorphology.
a. Geomorphic Setting. The shoreline of Holden Beach, a barrier island
located on the Atlantic Ocean along the southern coast of North Carolina
about 30 kilometers west of Cape Fear (Fig. 1), is oriented almost exactly
east-west. Separated from the mainland by salt marsh and the Atlantic
Intracoastal Waterway (AIWW), the island is terminated at the east and west
ends by Lockwoods Folly and Shallotte Inlets, respectively, each associated
with a river of the same name. Sediment contribution from these slowly flow-
ing coastal streams is negligible. Both are unstructured, active tidal inlets
with migrating channels. The main, natural tidal channel for each inlet
curves east and flows in a southeasterly direction adjacent to the shoreline
east of each inlet. Lockwoods Folly Inlet and the AIWW in its general
vicinity are dredged by the Corps of Engineers, and an artificially developed
entrance channel has been cut in a north-south direction through the
Lockwoods Folly sandbar. Sand from the maintenance dredging operations is
beach sand, transported into the inlet by littoral currents and tides and
is disposed of on the east end of Holden Beach, near profile lines 1 and 2,
to supplement the existing beach.
Holden Beach is one of a chain of 17 barrier islands along the 237-
kilometer coastline of the Atlantic Ocean between Cape Lookout and the
southern North Carolina border. The island, characterized as having a low
mesotidal shoreline (Hayes, 1979), has a mean tidal range of 1.35 meters.
There is only one shore protection structure on the 13.2-kilometer-long
beach--a short (about 24 meters) wooden bulkhead near profile line 4. Compar-
ison of profile line measurements taken nearest the fishing pier east of
profile line 10 with others along the beach indicates that the pilings and
open truss works of the pier do not restrict littoral transport.
A massive dune ridge at the eastern end of the island is heavily vege-
tated and extends west about one-fourth of the island's length (Cleary and
Hosier, 1979) (Fig. 2); the central reach is narrower and backed by a single,
low dune ridge. Finger canals have been dredged on the north side of the
central reach to extend waterfront property, with access to the AIWW, for
housing construction. The dredged material was used as fill before this
construction. The eastern end of the island has experienced washovers and
changes in inlet formation during severe storms. West of the finger canals,
the final length of the island broadens and is composed of massive vegetated
dunes and single or multiple dune ridges. Those adjacent to the inlets are
probably associated with inlet migration, while those more inland are shaped
“TL61T ysnsny ‘(JTeY UseI4See) yorag UapToH jo otTesow ojoyd TeTIey
°Z oan3sty
2
penutquog
--"TL61T 3snsny ‘(JTeY UteqSeM) YOeegG UepTOH jo ITesou oqoyud Tetsey °Z sanstTg
el vl Gl 91 Z| 8 6] O02 4
and migrate under the influence of wind action (Dr. W. Cleary, University of
North Carolina at Wilmington, personal communication, 1981). The width of
the dunes varies, averaging 250 meters from the ocean to the AIWW with heights
from 2.5 to 5 meters (Boc and Langfelder, 1977). Beach material is composed
of clean, medium sand, moderately to moderately well sorted (U.S. Army
Engineer District, Wilmington, 1973).
b. Inlet History. Early maps and historical records dating to the 1850's
of the Holden Beach area show at least two other inlets between Lockwoods
Folly and Shallotte Inlets. Mary's Inlet, which cuts northeast through the
island, was located about 5.8 kilometers west of Lockwoods Folly near profile
line 9 (Fig. 2). Bacon's Inlet was located between profile lines 15 and 16
(Fig. 2). U.S. Coast and Geodetic Survey coastal charts prepared in 1923
show both inlets open. Bacon's Inlet was closed by 1933, and some time between
then and 1938, aerial photos indicated Mary's Inlet was closed. Neither has
reopened (U.S. Army Engineer District, Wilmington, 1973).
Hurricane Hazel in November 1954 was particularly devastating for the
North Carolina coast. This storm caused two breakthroughs on Holden Beach—
one near the site of the old Mary's Inlet, the other near the west end of the
island. Both had filled by natural means by 1959. Some washovers occurred
during intense storms in the late 1950's and early 1960's; however, 1974
aerial photos indicate Holden Beach was relatively stable during several pre-
ceding years. The central part of the island, which is lowest and nar-
rowest, is highly susceptible to washover or breakthrough, while the risk is
considered moderate to none along the massive dunes at the eastern and western
ends (Pilkey, Neal, and Pilkey, 1978; Cleary and Hosier, 1979). The Great East
Coast Storm of March 1962 had no particular effect on Holden Beach. The center
of that storm was located considerably north of Holden Beach, off the coast of
New Jersey, and the orientation of the island protected it from the large
storm-generated waves arriving from the north and northeast.
Shallotte and Lockwoods Folly Inlets have remained open but have shown
considerable variability through the years. In 1859, Lockwoods Folly was
located about 600 meters east of its present location (Fig. 3). Though the
shorelines of the ends of Holden Beach and Long Beach on the other side of
Lockwoods Folly Inlet have varied, as shown in Figure 3, the inlet position
has remained fairly constant since 1923. Aerial photos from 1938 to 1972
show the inlet gorge extending southward from the AIWW and curving sharply
eastward along the shore of Long Beach (Fig. 4) (Langfelder, et al., 1974;
Baker, 1977; Machemehl, Chambers, and Bird, 1977). The exit channel, pre-
sently maintained by the Corps of Engineers, is a southern extension of the
natural channel through the existing bar. The shape of the bar indicates
predominantly eastward littoral transport (Langfelder, et al., 1974;
Machemehl, Chambers, and Bird, 1977).
The shape of Shallotte Inlet, as seen in successive aerial photos (Fig. 5),
has varied more than Lockwoods Folly. The 1938 photo shows the inlet gorge
oriented southwest; however, over the years a reorientation of the inlet dis-
charge is shown toward the southeast along the western tip of Holden Beach.
With the exception of dredging for the AIWW, which began before 1938, there
has been no maintenance dredging in the inlet. This reorientation is probably
associated with the AIWW and the increase in tidal flushing caused by the
dredging of the channel behind the adjacent islands.
14
Figure 3. Changes in Lockwoods Folly Inlet, 1859-1972. Grid lines are
the North Carolina coordinate system in feet (U.S. Army
Engineer District, Wilmington, 1973).
METERS
Ce ee
1000 OFF 1000
J
N
|
Figure 4. Aerial photos of Lockwoods Folly Inlet, 1938-72
(Langfelder, et al., 1974).
16
1972
a METERS N
1000 ORE 1000
Figure 5. Aerial photos of Shallotte Inlet, 1938-72 (Langfelder, et al., 1974).
17
2. Littoral Processes.
a. Wind Speed and Direction. Figure 6 compares the long-term average
wind speed and direction at Wilmington, North Carolina, 56 kilometers north-
east of Holden Beach, from 1948 to 1960 (U.S. Army Engineer District,
Wilmington, 1973), with the wind speed and direction during the study period
(1970-74). The predominant winds, both in terms of duration and speed, occur
from the southwest direction. Winds from the southwest were more persistent
than normal and, in all cases, were more moderate than normal. There were
no significant storms during the study period. Winds from the south and
southwest predominate during the spring and summer months; north and north-
east winds occur during the winter. All sections of Holden Beach are vulner-
able to hurricane winds from the south and east (Carney and Hardy, 1967).
b. Wave Climate. A continuous-wire staff wave gage, installed on the
fishing pier at Holden Beach in February 1971, recorded wave height and
period for 1,024-second intervals every 4 hours through February 1975, as
shown in Figure 7 (Thompson, 1977). Figure 8 shows monthly averages of
significant wave heights and periods from April 1971 to December 1974 and
the composite mean for the entire period; the vertical lines represent the
standard deviation. Periods of calm, according to visual observations over
the same period, comprised fewer than 1 percent of the readings. The highest
average waves were observed in June, though this may be an anomalous month
since only 1972 was recorded. Mean wave heights were greater than 60 centi-
meters from February through August with the least mean height recorded in
October. Mean wave periods for the interval were 7.38 seconds with longest
periods in September and November and shortest during April, June, and July.
The general wave height at Holden Beach is less severe than recorded by
CERC wave gages to the north at Wrightsville Beach and south at Savannah,
Georgia (Fig. 9). Holden Beach, exposed to the south, is protected from
severe northeast storms and large, long-period ocean waves approaching from
the east. Wrightsville Beach and Savannah are fully exposed to these waves
(Fig. 1).
U.S. Army Engineer District, Wilmington (1973) considered the direction
and rate of littoral transport along the east end of Holden Beach and other
beaches (Long Beach and Yaupon Beach) immediately to the east. Although
several sources of wave data were evaluated, transport rates and directions
were determined using computer-generated wave refraction data for selected
combinations of wave heights, periods, and angles of approach. The Wilmington
District concluded that the dominant direction of transport is west to east,
and that the magnitude of the easterly component ranges is 2.5 to 3.5 times
the westerly component.
Littoral Environment Observations (LEO) of breaker height, period, and
angle to the shoreline at Holden Beach were recorded by a trained observer.
These observations were made by the same person at the same general loca-
tion along the beach (i.e., near profile line 16) throughout most of the
study period. Before 1974, breaker angle was recorded as approaching from
a sector rather than from a discrete direction (Everts, DeWall, and Czerniak,
1980). These data, which were later converted to the LEO format, assigned
sectors 2, 3, and 4 corresponding to 12s 90°, and 108° clockwise from the
18
LEGEND
(1948-1960) ( 1970-1974)
ne
PRED
"
\)
of wind speed and dir
Co; ection observed during
BEP study (1970-74 inclusive) with the long-term average
(1948-60) at Wilmington, North Carolina (U.S. Army
Engineer District, Wilmington, 1973).
SIGNIFICANT WAVE HEIGHT (cm)
160
140
120
100
80
60
40
20
1974) -————————J HH
6 1973 ——— FH
2
1972 ir
1971 SSS ——i
Jan. Feb. Mar. Apr. MayJune July Aug. Sept Oct. Nov. Dec.
Figure 7. Recording periods of CERC wave gage on Holden Beach
fishing pier near profile line 10.
(S) GOoldad SAVM
MONTH
Figure 8. Monthly average significant wave height (left) and period
(right, shaded). Vertical lines are one standard devia-
tion above and below mean.
20
JAN. i lyUN
&
=
an
(ode
iS
Da =
= =>
=
>
=
—
=
. =
=
: : =
=
: - e
=
[=]
ao)
-
(=
@
2
—
=
iS)
% n
=
Figure 9. Monthly average significant wave heights measured at
Wrightsville Beach and Holden Beach, North Carolina,
and off Savannah, Georgia (Thompson, 1977).
2|
shoreline with 0° to the left. Observations taken after 1974 corresponded to
the LEO methodology (Szuwalski, 1970; Bruno and Hiipakka, 1974; Balsillie, 1975).
At 90° waves approaching from directly offshore would result in no net longshore
sand transport. Along Holden Beach, angles less than 90° are from the east
and greater than 90° from the west, producing transport westward and eastward,
respectively.
The frequency of breaker approach indicates that net transport westward
predominates. Table 1 provides the relative magnitude of littoral transport
calculated for each month from 1971 to 1973. These values were determined
from the longshore energy flux relationship (U.S. Army, Corps of Engineers,
Coastal Engineering Research Center, 1977) and can be shown to be proportional
to wave height to the 5/2 power (2/2). The breaker angle was included only
in the 1974 calculations, so the 1971-73 values and 1974 values should not
be compared. The computed parameters do not represent actual transport rates,
but provide relative rates and directions for each month. The estimates show
that net longshore sand transport is actually westward. The table also shows
that wave approach is predominantly fromtheeast. There were several cases,
however, where waves from one direction were completely overpowered by large
breakers from the opposite direction. These are footnoted in Table l.
III. METHODS
Profile Lines and Monumentation.
Twenty-one profile lines extending from Lockwoods Folly Inlet to Shallotte
Inlet were surveyed along Holden Beach. The location and spacing of the pro-
file lines are shown in Figure 2. Except for a series of sandbag groins in-
stalled near the east end of the island between profile lines 1 and 3 during
1973-74, there were no erosion control structures placed along the beach dur-
ing the study period. Bulkheads invarying states of repair were present along
the beach at profile lines 2, 3,and 4. Their effectiveness was not specifi-
cally monitored during the study. The survey periods and number of surveys
per profile line are given in Table 2.
a. Survey Procedures. The profile lines were relatively evenly spaced
along Holden Beach with distances varying from a minimum of 565.1 to 638.1
meters. The horizontal and vertical datums for each profile line were estab-
lished by the firm of Moorman and Little, Inc., Fayetteville, North Carolina,
‘for the Wilmington District. Actual profile line measurements were taken by
the firm of W. W. Blanchard, Inc., Wallace, North Carolina. Monuments con-
sisted of capped, galvanized pipes embedded in the dune or backshore area
with reference ties measured to local cultural features where possible with
third-order survey control providing the geodetic and state-plane coordinates
of the monument. Vertical control at each profile line consisted of a third-
order elevation of the top of the monument with respect to the National Geo-
detic Vertical Datum of 1929. Documentation of each profile line monument,
as well as ground photos of each site, is provided in Appendix A.
Surveying crews measured each profile line, using a level and tape tech-
nique, and established a reference elevation at a fixed object such as the
top of a log barricade, the foot spike on a telephone pole, or nail markers
driven into the roadway. The survey proceeded seaward, approximately perpen-
dicular to the shoreline, from the reference along the preselected azimuth,
22
5/
Table 1. Relative longshore energy flux (proportional to H 2) by
month from visual wave observations.
No. of observations
Approach from Flux toward
2a 108 West East Pct of month
Year Onshore Calm (left) (right) (right) (left) observed
1971 (0) 6 38.7
0 2 21.4
0 7) 100.
0 4 76.7
0 3 51.6
1 3 90.0
0 3- 74.3
0 1 80.6
0 1 90.0
0 1 90.3
0 0 63.3
0 0 93.5
1972 0 1 93.5
0 4 93.1
0 2 100.
10) 4 100.
0 2 74.2
0 4 90.0
1 0 83.9
0 0 87.1
0 0 43.3
0 1 64.5
2 1 73.3
0 2 61.3
1973 0 8 1 80.6
0 5 0 Silat
0 5 2 74.2
0 5 2 93.3
0 1 2 90.3
1 9 0 100.
2 11 3 93.5
0 4 0 33.3
1 1 80.6
0 70.0
0 1 48.4
1974 0 77.4
0 80.6
0 36.7
Case where waves from one direction were completely overpowered by large
breakers from the opposite direction.
2No observations.
23
6£
6€
6€
6£
6€
6£
6€
6€
6€
6€
6€
6€
6€
6E
6€
6E
6€
6£
6€
6£
6€
sAdains
TeIOL
N,ZZ,821
N,ZZ,8Z1
N, 272,821
N,Z7,cZ1
N,EZGZL1
N,€ZGZLT
N,Z€G1L1
N, 90g€L1
N,90,€1
N,90,€L1
N,90,€L1
Ni€0,7L1
N,€ESELT
Ni €€ GELT
N, OG PLI
N,91GvZ1
N,9L,rt
N,07,,6L1
Ni YZ 181
N,7Zo181
N,VE (LST
G
S
S
S
S
7
v)
W/
7
9
7
7
7
7
€
€
€
€
€
€
€
(w) Ge)
Sutpeo1r Buy peer uNZeEP "ISN 6Z26l aur, e[tyoad
sey ASAT] Juewnuow Jo yAnutrzy
potaed Aeaans | JO uoTIeAVTy
*sAoAINS pue sSoUTT oTTjoad jo Arewwng °7 sys qeI,
CS)
NN
tinwomr Onan
Sn stn os eS
NO
a ec
ANNMNTNHONR ORDO
ae
(a)
JuewnuoU
}xeu 03
aoue stg
euTT
eT Told
24
maintained by alinement of two separated, fixed objects. Readings were taken
every 15 meters or at each break in the beach slope, then continued to
-0.6 meter MSL by a rodman. Surveys were timed to coincide with low tide to
extend to that depth. Occasionally, however, extreme water levels or surf
conditions prohibited seaward extension of the profiles. Readings were taken
to the nearest 1.0 foot (0.3 meter) horizontally and 0.1 foot (0.03 meter)
vertically. Occasionally it was necessary to move the level, so care was
taken to document the elevation and new location.
b. Survey Frequency. The distributions of the profile line measurements
by year and season and by month and season are shown in Figures 10 and 11,
respectively. Each season is represented by at least one survey with autum
and winter being the seasons of the least and most surveys, respectively.
Survey data were recorded in field notebooks. Range and elevation were
computed by the note manin the field and then doublechecked by another member
of the survey team. The detailed procedures for transcribing coding forms
for computer processing are given in DeWall (1979, p. 15). All data were
meticulously hand checked, and spurious points were either corrected or dis-
carded. Profile data are shown in tabulated form in Appendix B.
c. Profile Analysis. Surveys of profile lines were analyzed by CERC
and computer plots were generated for (1) change in MSL shoreline intercept
(App. C), (2) above MSL change in unit volume between surveys (App. D), and
(3) profile envelopes (App. E). Changes in the MSL intercept position
were referred to the MSL position on the first survey of the study.
Volume changes were referred to the mean above MSL volume over the study
period. The distance-elevation coordinates of the MSL contour intercept
with the initial survey on each profile line are defined as the origin of
a coordinate system to which all subsequent surveys are referred. Nega-
tive distances indicate stations landward of the MSL intercept with the
initial profile; positive distances indicate seaward stations.
The cross-sectional area of each profile was computed and bounded by
three coordinate lines: (1) a vertical line projected from the landwardmost
distance common to all surveys on a given profile line, (2) a horizontal
line at the MSL elevation, and (3) the surveyed profile. The calculation was
accomplished by summing 30.0-centimeter horizontal slices through the area
from the highest elevation to MSL. The area change was then computed by sub-
tracting the previous profile area from the measured profile area (Fig. 12).
Note that the change in area (and volume) is referred to the previous survey
and not the original survey. Cross-sectional areas were computed in square
feet and then converted to unit volume in cubic meters per meter of shoreline.
Appendix E provides a profile envelope for each profile line. Each plot
shows two lines drawn through the upper and lower extremes of the surveyed
sand elevations on each profile line. The envelope of extremes contains
points from different surveys, rather than trace a particular eroded or
accreted profile found during one survey. This profile "sweep zone" is use-
ful for designing the required depth of footings for coastal structures,
burial depth for pipelines, and for other beach protection or improvement
considerations.
The temporal and spatial variability of each profile was also evaluated
using empirical eigenfunction analysis. This technique has been used in a
25
ith
hn
ac acl
Year
Figure 10. Frequency distribution of profile line surveys
by year and season.
100
80-4
o
fo}
No. of Surveys
h
fe}
20
th
|
ev
taal
a
| Winter | Spring | Summer | Autumn |
Figure 11. Frequency distribution of profile line surveys
by month and season.
26
SURVEY A
SURVEY B
MSL- SHORELIN
CHANGE
SUBAERIAL UNIT Cross- Sectional - | Unit Distance
VOLUME = Area Change x Parallel to
CHANGE Between Surveys AandB Shore
(m*/m) (m?) (1 m/m)
Figure 12. Definition of MSL shoreline change and above
MSL unit volume change (from DeWall, 1979).
27
variety of scientific disciplines for many years (Lorenz, 1959), but it has
only recently been applied to examining variability within the coastal zone.
When applied to analysis of a profile line resurveyed over a period of time,
the method is useful in determining the topographic variability in the onshore-
offshore direction and in time. A comparison of the eigenfunctions of a series
of profiles is useful in determining the longshore variability. The technique
has been applied to studies on beaches, islands, and other coastal and bathy-
metric features on both the Atlantic and ‘Pacific coasts (Winant, Inman, and
Nordstrom, 1975; Vincent, et al., 1976; Resio, et al., 1977; Aubrey, 1979).
The objective of eigenfunction analysis is to separate the temporal and
spatial dependence of the data set so that it can be represented as a linear
combination of corresponding functions of time and space (Winant, Inman, and
Nordstrom, 1975). This helps identify processes responsible for profile line
changes, assists in evaluation of their relative importance, and aids the
identification of specific events.
The shape of a single profile line changes between measurements in response
to the many processes (e.g., waves, wind, water level, etc.) active on the beach.
A careful evaluation of the profile line measured frequently over time may
reveal systematic changes in its shape. Regular seasonal changes in profile
area, for instance, were obvious on west coast beaches before being
quantitatively confirmed by empirical eigenfunction analysis (Shepard, 1963;
Aubrey, 1979). Along a single profile line, zones of maximum variation are
to be expected in the region of maximum wave energy dissipation. This has
also been confirmed by empirical eigenfunctions on west coast beaches (Aubrey,
1979). However, the technique does not explain the physical reason for the
variability. In the case of beach profiles, the sand is moved in response
to wave forcing in a manner which is assumed to be deterministic, or at least
statistically predictable. It is hoped that since the wave forcing provides
most of the variability, the eigenfunctions will reflect this mechanism. By
examining the temporal structure of the beach eigenfunctions along with spatial
structure, the decision can be made as to whether, in fact, the eigenfunctions
represent some physically meaningful process. This has been shown to be the
case in nearshore profile studies (Aubrey, 1979).
Profiles obtained during the BEP do not extend beyond about the -0.61-meter
MSL shoreline. For that reason, beach variability associated with sediment
motion and seasonal sand storage in the offshore zone, below MSL, are not
included in the study and impose a limitation in the method of analysis. It
is known that the breaker zone and nearshore are regions of active transport
both onshore-offshore and alongshore. Offshore bars act as periodic storage
areas for sand that is later supplied to the beach under favorable wave condi-
tions. The time periods and detailed response of these regions cannot be
determined from the available data.
IV. RESULTS
1. Temporal Variability.
a. Long-Term Changes. The long-term erosion rates along Holden Beach
have been studied by several investigators who compared the shoreline posi-
tions on historical maps and sequences of aerial photos. The net erosion
along the east end of the island (beginning between profile lines 3 and 4)
28
from 1932 to 1970 is shown in Figure 13. This is the highest rate of
erosion in Brunswick County, averaging about 4.5 meters per year from 1943
to 1970. Erosion rates over the rest of the island have been quite vari-
able in time (Fig. 14). The shoreline of the eastern reach exhibited a
recession rate of about 0.71 meter per year from 1942 to 1970. Langfelder,
Stafford, and Amein (1968) and Langfelder, et al. (1974) used aerial photos
to determine the recession of the high water line as well as the dune line.
The erosion rate of both lines has been nearly the same since 1957 and
approximately parallels the slope of the recession determined by U.S. Army
Engineer District, Wilmington (1973). All three studies indicate a marked
change in the rate of erosion after the early 1960's. The positive slope
of the high water line during the latter years of the study indicate a sea-
ward growth of 0.66 meter per year (broken line, Langfelder, et al., 1974)
and 0.30 meter per year (solid line). A more recent study (Wahls, 1973)
estimated the composite erosion rate (from Shallotte Inlet to Lockwoods Folly
Inlet) of the dunes and shoreline as 0.6 and 1.5 meters per year from 1938
to 1972. The interval from 1966 to 1972, however, shows accretion of the dune
and shoreline at annual rates of 1.71 and 0.15 meter per year, respectively.
The long-term erosion rate determined by aerial photo analysis of the
southern North Carolina shoreline is presently being studied. Specific methods
and expected reliability of the estimates obtained by the analysis are explained
in Dolan, et al. (1979, 1980).
The erosion rate during the BEP study period was estimated from measured
changes in above MSL volume and MSL shoreline position. Holden Beach was
divided into three reaches, each similar in response to processes and in
the degree of variability shown by the plots of volume and MSL intercept
change (Apps. C and D, respectively). The three reaches are Lockwoods Folly
(profile lines 1, 2, and 3), central (profile lines 4 to 18), and Shallotte
(profile lines 19, 20, and 21).
Plots of the change in MSL intercept and above MSL sand volume with each
successive measurement (Apps. C and D) give a qualitative indication of the
temporal variability of each profile line. Superposition of plots shows many
instances during which changes are of opposite sign, even at adjacent profile
lines, suggesting that spatial variability is also quite large. Linear regres-
sion analysis was used to evaluate the trends in shoreline position and volume
with slopes for each profile line given in Table 3. Though a trend could be
estabilished in each case, the coefficient of determination
R2 su R _ sum_of squares due to regression
SS total sum of squares (corrected for mean)
was significant at the 95-percent level in only six of the profile lines along
the central reach, indicated in Table 3. The proportion of total variation
about the mean explained by linear regression is not significant at the 95-
percent confidence level for the remaining profile lines.
The annual rates of change predicted by the regression lines of MSL posi-
tion and unit volume are generally more extreme near the inlets than along the
central reach. Since profile lines are almost evenly spaced along the beach,
changes may be estimated by averaging the parameter of interest along the
selected reach. The generalizations developed by this method should be applied
Ae)
P= N [igh Woter tine |
nl
1930 1940 1950 1960 1970
Year
Figure 13. Cumulative change in high water line position east
of profile line 4 (U.S. Army Engineer District,
Wilmington, 1973).
=
— es
—-
1974)
SoU el aa
fide Ae Mite te
con ae
(Langfelder, et al., 1974) Wo
ee a NC Ge]
Leaneseie eee |
[aboot Pua or]
Cumulative Change (ft)
oan ee
wae
N
-80
-90
1930 1940 1950 1960 1970
Year
Figure 14. Comparison of cumulative change in position of
high water line and dune line west of profile
line 4 from aerial photo analysis (U.S. Army
Engineer District, Wilmington, 1973). Solid
line from Corps of Engineers study.
30
aUNTOA pues IgW eAOGe pue jded19qUT ISW UT SesueYyD OF sJUSeTITFJeo0o uoTSseide1 AeeUT] “€ ST IPL
*TeAeT VdUepTJUOD Jusored 66 Ie SC ag HIS
*[eAeT VoDUepTJUOD JUusodred cE Ae {UES ES EESESS
I¢
02
61
SIIOTTPUS
81
LT
91
€STl
Wi 0=
Teaque)
cE * 6 c
if
ATTOJI Spoomypoy
(44/u/-w) (44/) (74) (14/u/_w)
asueyo edoTs uot }eUTWI9 op edots
DUNTOA uot jtTsod jo asueyo
aEun ueq ISH Ue oaW JUSFITJJOOD aunyToa 3FuUn
uoTJeUTWIaIep
jo
JUS FIT FFION
ON
eUuT,T eT Fzoid
pue wore
uotjtsod
aUuTTe10YS
*(ATaATVedse1 ‘q pue 9 ‘Sddy worz)
3|
only to the central reach, since bars and shoals develop near the inlets and
beach nourishment operations greatly complicate the wave and transport regime
along those reaches and invalidate the uniformity assumed along the central
part of the island. Regression analysis indicates that the MSL shoreline is
advancing seaward at slightly greater than 1 meter per year while the above
MSL volume is decreasing by nearly 0.5 cubic meter per meter per year. A
more thorough sand budget than can be developed from these data would be re-
quired to confirm whether the MSL position is growing at the expense of the
volume or by addition of sand from a source external from the island. If
the former is the case, however, the beach may be getting flatter, a condition
that has implications for coastal flooding.
The changes in above MSL volume and in the MSL intercept for each survey
period are averaged by reach in Tables 4 and 5. The standard deviation about
the mean is also shown to identify periods when erosion or accretion was
ubiquitous. The averaging process eliminates the variability between adja-
cent profile lines which may be caused by measuring across a migrating coastal
feature such as a cusp, rip channel, or sandbar. The presence of these can
be determined by spacing profile lines more closely than the length scale of
the feature itself. The changes in shoreline position and volume were deter-
mined on an annual basis by summing the changes for each year. The result is
the same as subtracting the shoreline position or volume from its value the
previous year. The beginning date of 14 December 1970 and ending date of
3 December 1974 allowed computation of 4 complete years with comparable (within
several days) annual intervals. This method yields annual rates of change of
+0.15 meter per year and -4.81 cubic meters per meter per year for MSL inter-
cept and volume, respectively. The slope of the first temporal eigenfunction
(mean retained) provides another method of determining whether the measured
beach profile is gaining or losing volume (Aubrey, 1979). There was no measur-
able slope in this parameter for any of the profile lines along the central
reach indicating that the trend, if any, is not significant over the study
period.
The annual spatial variation in the position of the MSL intercept is shown
relative to the 4-year mean MSL intercept for that profile line in Figure
15. The horizontal line represents the long-term (Nov. 1970-Dec. 1974)
mean position of the MSL intercept measured from the reference monument.
The circles are the annual mean, MSL position for each profile line for
the year indicated (January to December), and the vertical bar represents
one standard deviation in the annual fluctuation. The diagram is arranged
from the perspective of an observer at sea looking shoreward. Lockwoods
Folly Inlet and profile line 1 are, therefore, to the right. Increases
in distance to the MSL shoreline (over the long-term mean) are indicated
in the usual sense by the mark above the line. Only the central reach was
analyzed in this way because of the extreme variability of the inlet
reaches. The sum of the annual means does not exactly equal zero because
the long-term mean included profile line measurements taken in November
and December 1970. The horizontal line provides a useful reference to
compare the annual movement in MSL position. Profile line measurements
were evenly distributed during each of the years so no single year biased
the long-term mean.
Most of the annual means fall within one standard deviation of the long-
term mean. The only exceptions are profile lines 13 (1972) and 4 (1974),
ge
Table 4. Change in above MSL sand volume (m3/m) averaged
over each reach between the dates indicated.
Survey date
Lockwoods Foll Shallotte
Before Mean Std. dev. Mean Std. dev. Mean Std. dev.
6.38
11.87
aad
cf
20.77
54.83
=
i)
8
9
8
0
7
9
1
6
4
3
Tpeach nourishment at profile line 2 during interval.
Profile line 11 missing.
2
3profile lines 1] and 17 missing.
4
Profile line 17 missing.
33
Table 5. Change in position of MSL intercept (m) averaged over
each reach between the dates indicated.
Before
om w e
WERAKOUDDMwLD
.
UnMNOW@MWwW
UNNeK DUE
&
3.
3
3
7
7.
7
6
3
4
uw
Profile line 21 missing.
Profile line 11 missing.
Profile line 17 missing.
34
Distance (m)
o
Sat
Q
=]
iz)
@
2)
-I0 —
Ee -15
= ©
s
2 5 IS
-10 10
-15 1974 5 0
ai
o§
°o
oO
5 -
3
-10
-15
(a
NM BMS BI w GB Bow Rw WO 8) Bier 89S 4 SB 2 f
q Shallotte } ; : Lockwoods —»
rare Profile line No. Folly Inlet
Figure 15. Displacement distance and standard deviation of annual
mean, MSL intercept from long-term mean (Nov. 1970-Dec.
1974), MSL intercept at each profile line (1971-74).
35
both of which show large increases in MSL distance. There is no obvious
reason for these radical departures from the long-term mean.
The year 1971 shows a general landward migration of the mean, MSL
intercept with increases only at profile lines 8 and 18. During 1972, the
mean MSL was more variable, with recession along the eastern half of the
island (profile line 9 excepted) and both gains and losses on the western
half. The annual mean during 1973 was very near the long-term mean while
1974 shows a marked increase in the MSL shoreline at almost all profile
lines.
b. Seasonal Changes. Beaches on the west coast undergo seasonal cycles
in response to changing wave and storm conditions with profile shapes char-
acteristic of the summer and winter season. Studies of beach shape have
shown that the 'winter profile'' has almost no berm since steep waves shift
the sand offshore to form a series of sandbars parallel to shore. ‘The
"summer profile" is characterized by a wide berm and by a smooth offshore
profile with no bars except, possibly, in deep water. These seasonal pro-
file shapes are more characteristic of storm and recovery cycles on east
coast beaches (Komar, 1976). The length of the Holden Beach profile lines
is not sufficient to show offshore sandbars. Seasonal cycles in MSL inter-
cept and above MSL sand volume have been shown on east coast beaches (Goldsmith,
Farrell, and Goldsmith, 1974; Everts and Czerniak, 1977; DeWall, Pritchett, and
Galvin, 1977; DeWall, 1979; Everts, DeWall, and Czerniak, 1980).
The seasonal cycle is evident in the above MSL sand volume change
averaged across the central reach (Fig. 16). The amount of erosion or
accretion for each year was obtained by summing the volume change for the
dates and years indicated and averaging these seasonal values for profile
lines 4 through 18. This analysis shows that sand is removed from the
beach, either toward the inlets or to below MSL, during the autumn and win-
ter and replaced during spring and summer. The direction and degree of
motion, whether longshore or onshore-offshore, were not determined from
these data.
EROSION ACCRETION
- 9 Mar. 1971 Winter
- 20 Mari972
- 15 Mar.j973
5 Dec.- 4 Mar.1974
Spring 9 Mar.- 7 Junel97I
20 Mar.- 9 Junel972
1S Mar. ~ 14 June i973
4 Mar.~ 30 May I974
Summer 7 June ~ 31 Aug. 1971
9 June - 29 Sept. 1972
14 June - 8 Oct. 1973
30 May - 30 Sept.1974
31 Aug. 14 Dec. 197! Autumn
29 Sept.- 11 Dec 1972
[] 8 oct.-5 dec. 1973 .
30 Sept.- 3 Oec.1974
MSL. UNIT VOLUME CHANGE (m¥/m)
Figure 16. Seasonal changes in above MSL volume
averaged over the central reach.
36
Empirical eigenfunction analysis has been used successfully to show
seasonal trends from beach profile data collected at Torrey Pines Beach,
California (Aubrey, 1979). A similar analysis applied to the Holden Beach
data set indicates a clear seasonal cycle in the first temporal demeaned
eigenfunction for only four (profile lines 8, 10, 12,and 16) of the pro-
file) dine's) «(Figs 17).
Profile
oo4line 16 .
Profile
00T1ine 12
Profile ES
907 1ine 10
NORMALIZED AMPLITUDE
1970 1971 1972 1973 1974
Figure 17. Seasonal trend in selected beach profiles, shown
by the first temporal eigenfunction with the
mean removed.
c. Short-Term Changes.
(1) Dredging Operations. The Wilmington District has performed
maintenance dredging along the Atlantic Intracoastal Waterway (AIWW) for
a number of years. Holden Beach residents speculated that continued dredg-
ing in the Lockwoods Folly channel exacerbated the already severe erosion
problem at that end of the island. They argued that disposal of the mate-
rial on the mainland shore removed a source of sand which, under certain
conditions, protected or even nourished the island beach, so since 1967
the dredged material has been deposited along the east end of Holden Beach.
Dredging operations with material being pumped across the island and depos—
ited near profile line 2 are shown in the 1971 aerial photo in Figure 2. _
Dredging records are incomplete for the BEP study period. Table 6
provides dredging dates with the available volumes either given or estimated.
There were other reported dredging periods when material was not deposited
on Holden Beach.
37
Table 6. Dredging record at Lockwoods Folly Inlet during
BEP study.
Dredging period Annual volume
(m3)
las shown in August 1971 aerial photo (Fig. 2).
Baer ooed based on dredging rate of 1,530 cubic meters per day.
Annual volume from two contracts.
The results of the beach fill are evident in the volume and MSL
intercept changes observed at profile line 2 (Apps. C and D), and also in
the averaged beach changes along the Lockwoods Folly reach (Tables 4 and
5). The effect of the fill appears to be temporary since the mean change
in Lockwoods Folly reach is a loss except during nourishment periods.
A series of 16 sandbag groins, placed along the east end of the
island in December 1972, were monitored approximately monthly until July
1974, using beach profile measurements and aerial photos (Machemehl, 1977).
Evidence indicates the program did little to retard erosion. There was no
sign of the groins along the beach in October 1980.
(2) Storms. A tabulation of storms revealed that 71 hurricanes
which may have affected the study area occurred along the southern North
Carolina coast from 1804 to 1971, an average of 1 hurricane every 2.4
years (U.S. Army Engineer District, Wilmington, 1973). Complete records
of coastal impacts do not exist for the earlier storms. Hurricane Hazel,
which occurred in October. 1954, has been identified as the "most destruc-—
tive and damaging storm that’ has struck the North Carolina coast in over
50 years'"' (U.S Army Engineer District, Wilmington, 1973, p. A-17). The
storm made landfall near the North Carolina-South Carolina State line and
caused a storm surge of 4.6 meters above MSL or 2.1 meters above the aver-
age topographic elevation of the barrier island masses. Damages to Long
Beach, Holden Beach, and Ocean Isle Beach were estimated in 1954 at
$8.76 million (U.S. Army Engineer District, Wilmington, 1973).
East coast storms which may have affected the BEP study period
are given in Table 7. The wind events were selected from observations
at Wilmington, North Carolina (Fig. 1), and represent periods when the
recorded velocity was greater than 10 meters per second for 4 consecutive
hours. Water level records, available for most of the study period, were
also taken at Wilmington. The 27 storms caused a net loss of sand volume
over the central reach. It is evident that not all of the storms caused
38
sousy ouedtIIny
Jaqjseeyziou TeofdAy
taZutT9 ouedfziing
IPteH w10js TeoTdorL
eTiog w103g TeoTdoI]
Joaqjseayjiou TeotdAy
syieusy
*JusA9 UOF}21I08 AO UOTSO1| Ue S9JeIFPUlL
€
*aTqeTyeae jou ejep asueryo BUNT OA 7
°(HL-IL61) UotIelISTUpWpy Ifreydsowjy pue oDTUue|eDQ TeuOoTIeEN ‘¢ £(Q/61) “TE Je ‘SuUeWNaN ‘yh
S(€EL61) uoasupuT TM 639FIISTq Aseut3uq Away *s'n ‘E !(8L61) APNEA ‘Z ‘(6L61) AFOWeHITA ‘1 :e1e Sadinos uoTJewWIOjJUT
9c°L /7L°T 46°€ /SO°T
ZO" /96°% LE°L /6L°S -
8S°6 /€6°OI
92°T /SB°ET-
“teN TE-OF
“99d CC
OI *81/98°0 0”'9 /LS°0 86°9 /6S°% “320 92
zo'l /0E°Z ge°s /16°8 zL°O1/SE°O € AeW 87
z7O"L /0E°Z ge°s /16°8 zL°O1/7E°O ¢'2dv LZ
cB 4 (EES GI) [SEF 00°” /81°Z - ‘ady OT
78°h /EE°? 79°” /ST°B - 00°7 /81°2 - ¢ adv 4
91°8 /26°S Tee OGG. = Cha eS leCe = “azePW 77-91
€T*IT/79°9 -| 8°? /TT°% - 76°8 /8Z°T - “qed c1-6
£g°9 /7S°9 -| 6€°Y /62°S - 8L°Z /70°8 aunt 1Z
€7°9 /9S*IIT-} 09°9 /SO°8 oo°e€ /72°0 - gAeW LZ-IT
97° LL/EB “VE TS YANcEr TE TSE e= “TeW 61
97° LL/EB* VE 79°S /12°4 - USnZariGlece = “qed 61
ses /€8°0 €v°€ /V1°€ TZ£°9 /TE°Y “qed 7
08°02/72°T (S22 [OX TL°€1/81°€ET 9 *220 4-"3des OF
08°02/72°T CLSLT/OG = IZ°€T/81°€T "290 9 ‘ades €1
LS°O1/L9°Z US. HELE = ITO /vI It “3ny IE “38ny 87-17
91°8 /LT°Ol gel /91°S (S296 1HE IS ‘ady g *ady 1-9
91°8 /L1°OT ge°l /9T°S €£°7 /LI“€I- ‘idy g “TEN 87-92
91°8 /L1°OL Bel /9T°S ELS Ca A ele *ady 8 “IEW EZ
€L°s /6S°9 CEP NEES €8°7S/S6°E7 SAEWNT6 “Ten 7
€L°s /6S°9 OCaie etal €8°7S/S6°EZ "Te 6 “God €T
99°L /68°T -} O€°% /7O°TT- £L°02/LE°9 8 pods LZ
G8°6 /17°2T Com Sin Uae *oed T€
9 LB8°1T/88°L -
SB°6 /17°2T COrSe/TE2e
G/L: L8°IT/88°L - ed LT
— —— 290 972
Zz 6
Co oD O5\p}
z Zz 0 7
ATTO4¥ spoomyo07T ajep wi0Is
€-1
T224n0s
uofJewrOzUy
yTe1qusa9
81-7
yreoy Aq uopjefAap- piepueqs
pue (w/_w) asueyd ounto,
9370TTeys
12-61
alojog
sojep Aaains
“7/-OL61 ‘swi0zs TeISeOD eUTTOIeD YIAON °/ OTUPL
I
4Z6l
€L6l
cL 61
39
1261
OL6I
1ea,
erosion. There was a net gain in sand volume over each of the inlet reaches
during these storm periods.
High water levels and wind-generated waves combine to cause beach
erosion. Holden Beach, exposed southward and partially protected from the
southeast by Frying Pan Shoals, is not affected by northeast storms as much
as the other parts of the coast exposed eastward. However, high water
levels and strong winds from the southwest-to-southeast direction can be
expected to cause erosion.
Ten erosion or accretion events were selected from 14 events iden-
tified (6 erosion and 8 accretion) for close study in an attempt to dis-
tinguish the conditions which cause erosion from those associated with
accretion. The criterion for selection was that the standard deviation of
the volume change along the central reach was less than the mean during that
interval. Two of each event occurred during identified storm periods
(Table 7, footnote 3). The events are presented in order of the greatest
net volume loss and gain.
(a) 30 September-3 December 1974. The most severe erosion event
of the entire study period was recorded during the last survey of the pro-
gram. A sand loss was recorded at all profile lines except for profile
line 3, with a maximum loss at profile line 2 (-42.7 cubic meters per meter).
Maximum and minimum losses in the central reach were -21.42 and -8.03 cubic
meters per meter calculated at profile lines 14 and 4, respectively. The
wind record during the interval (Fig. 18) showed no unusual events to
account for such a change, and no visual wave observations or sea level
data were available to document conditions during the interval.
(b) 14 January-8 February 1971. Wind conditions and relative
water levels recorded at Wilmington are shown in Figure 19; visual wave
observations are given in Table 8. This interval had strong winds occur
about 27 January offshore with a strong longshore component to the east.
The highest water level during the interval occurred just before this date.
No unusual conditions were indicated in wave observations, which were avail-
able for only about 30 percent of the time early in the interval. Erosion
was general along the central reach with a maximum and minimum of —17.83
and -5.46 cubic meters per meter at profile lines 7 and 8, respectively.
This observation at adjacent profile lines emphasizes the longshore vari-
ability in erosion. Observed conditions during this erosion period did
not appear to be substantially different from those during periods of accre-.,
tion, which suggests that water level and wind conditions measured at
Wilmington are not well correlated with changes at Holden Beach.
(c) _29 September-1l December 1972. No storms or particular events
during this interval appeared solely responsible for the erosion (Fig. 20).
However, several wind events were persistent for several days, and these
can be visually correlated with higher water levels. Onshore winds occurred
19-22 November and again 25-28 November; such winds may pile water against
the coast to produce high water levels and generate local waves which cause
erosion. Erosion during this interval resulted in a sand loss ranging
from -14.2 to -1.8 cubic meters per meter at profile lines 9 and 5, respec-
tively. During the same interval, both inlet reaches experienced a net
gain in sand volume.
40
18 E
Y 5
E
a 2 aa Y Y V
: MY
o y
> S
= Survey
-12
5 30 | 5 10 15
Sept. 1974 Oct. 1974
18
2
E 5
i ’,
a Q WP eI Rs of YU =
o id TI
o / )
(S)
Zz S
=
18
20 oct.19742° 507m! > Nov. 1974
O
~
E
(ja)
lu
uJ
a
(op)
(ja)
Zz
=
20 ZS) |) \ 30
Na
1@)
5
Nov. 1974 'Dec.1974 >
Figure 18. Wind velocity recorded at Wilmington, North Carolina,
between 30 September-3 December 1974.
4
20
: Vda Las <= ns
eo Ul TTT A
: ail mr" AVACVOURVCNTUULTIVVOT
Figure 19. Wind velocity and water level during erosion event
recorded at Wilmington, North Carolina, between
survey dates 14 January-8 February 1971.
Visual wave observations of erosion and accretion
events at Holden Beach during BEP study.
Table 8.
Wave direction aroe Energy flux toward
90° 108° Pct
Offshore | Calm Rees (right) Onshore West East complete
Erosion
30 Sept.- 3 Dec. 1974!
14 Jan. - 8 Feb. 1971 0.29
29 Sept.-11 Dec. 1972 64
28 Mar. -13 Apr. 1973 100
9 June -25 June 1972 81
Accretion
12 Nov. -14 Dec. 1970!
13 Apr. -14 June 1970 90
13 Apr. - 9 June 1972 91
5 Aug. -29 Sept.1972 64
15 June -12 July 1973 97
No visual wave data.
42
yaaa
nya ETCH ry
" Lan Hn a
oT TTT
Sone it
Nov. 1972
Z
Q
25 5
10 Oct.
Ss
o
=
E 8
a
Wi
WW
a 5
a
Zz
=
ap “te Mi mn
DAVEY UUVEVT TUT AVIVA TVVTT
ey Nov.1972 a 4
Figure 20. Wind velocity an lev rded at Wilmington,
Nor
ty,
h Carolina, 58 Pas ept ee a RSs ember 1972.
43
(d) 28 March-13 April 1973 and 9-25 June 1972. Wind and water
level records for the remaining two erosion periods are shown in Figures
21 and 22. Both intervals showed instances of relatively strong onshore
winds combined with high water levels. Both also exhibited strong longshore
winds which may be instrumental in developing obliquely incident waves or
wind-driven currents which increased littoral transport.
(e) 14 November-14 December 1970. The largest mean increase in
volume occurred along the central reach during this interval. Winds were
mainly onshore but never severe (Fig. 23). The strongest winds (about 7.6
meters per second) occurred from the north on 25 November during a period of
low water level. The highest water during the interval occurred about
30 November to 1 December during light and variable winds. The increase in
sand volume along the central reach was general during the interval with
maximum and minimum of 17.6 and 1.1 cubic meters per meter at profile lines
7 and 17, respectively. In spite of the large net gain, profile lines 1
and 2 experienced a loss of sand.
+ AMUN
Figure 21. Wind velocity and water level recorded
at Wilmington, North Carolina, 28 March-
13 April 1973.
44
H m)
= {ible
il VT ll WUT y
June 1972
Figure 22. Wind velocity and water level recorded
at Wilmington, North ReLeee 9-25 June
USES
PEED (m/s)
LANA
VT Tay TTT FAVYOCV THAIN VUE AVAT TT yyy
Figure 23. Wind velocity and wate ae ecorded at Wilmington,
North Carolina, 12 Nove see - wh December 1970.
45
(f) 13 April-14 Jume 1973. Winds during almost the entire inter-
val were onshore with several instances of strong winds and high water
levels (Fig. 24), which occurred 27 April and again 28 May (Table 7). Dur-
ing other periods, however, strong onshore winds were associated with rela-
tively low water. The 10 days before the final survey showed steady onshore
winds at a maximum of 3.5 meters per second. Accretion was general along
the central reach except at profile lines 15 and 18 which showed slight
volume losses. The maximum gain of 19.0 cubic meters per meter occurred
at profile line 4.
(g) 13 April-9 June 1972. Onshore winds occurred during most of
the interval with strong offshore winds occurring about 26 May (Fig. 25).
Water levels were high during strong onshore winds 14 May, but for 5 of the
7 days before the final survey, water was low and onshore winds were gentle.
Maximum and minimum volume changes were 19.7 and -4.1 at profile lines 17
and 5, respectively. Erosion was general along the Shallotte reach.
(_h) 5 August-29 September 1972 and 14 Jume-12 July 1973. The remain-
ing two accretion periods showed light onshore or variable winds during
several days before the final survey (Figs. 26 and 27).
2. Spatial Variability.
Shoreline and volume changes along Holden Beach occur much more rapidly
and to a greater degree in the inlet reaches than along the central reach
(Tables 4 and 5). The variability is apparently associated with the flow
and transport processes through the inlet. Systematic migrating wavelike
features were inferred by Everts, DeWall, and Czerniak (1980) to exist along
Ludlam Beach, New Jersey. These features, observed from a 10-year record of
beach profile measurements, apparently remain intact near inlets and while
traversing groin fields. The presence of migrating topography on Holden
Beach was tested using the method of these authors. The results were
negative. It is possible that migrating features exist but are trans-
parent on an annual time scale.
Changes in the MSL shoreline position, compared by successive surveys
(Fig. 28), suggest migrating features during several surveys (e.g., 15
Feb.-28 Mar. 1972, etc.). The effects of dredge fill on the MSL shoreline
change are clearly shown in the 8 February 1971, 31 September 1971, and
29 September 1972 measurements. Dates along the right of Figure 28 are
those of the later survey used to determine the change. The observed
features, if real, may have been caused by migrating rhythmic topography
Such as sandbars or cusps. Migration rates varied from 17 to 30 meters
per day.
The mean beach slope measured at MSL along Holden Beach increases
westward along the central reach from a value of 1:30 at profile line 5
to 1:20 at profile line 14 (Fig. 29). Though the difference is not great,
in the absolute sense, it is statistically significant (at t level)
and reflects alongshore differences in beach conditions. These differ-
ences could be caused by varying energy, possibly due to wave alterations
over bathymetric features not seen in this study or by inlet modification.
Longshore grain-size information was not available to test for systematic
46
maa i cr
TY Ty VV TV WV
z it Nn
ood WIVTTIVITTVT a ETT ETT ATTTTT VT ETTT CTV T TOTTI AAT
Figure 24. Wi i velocity and water level rded at Wilmington,
North Carolina, 13 Apri i 14 June “1973.
47
= ii al ?
= PAVAACVVAGRANVVUHREURAATRIRECAVHVGHAVRRVVGWIRUTTATIT
" i
100 STM HOVTV YTV vv VN Nae HiT]
Survey
eile SSAA 0 ii PE
S May i972, Ba = a ° une 1972 ‘
Fig 25 Wind locity and water level recorded Wilming
rth Carolina, 13 April-9 June 1972.
N
10
qe
E
a
fry} )
a
no
a
= S
>
18
ae iy ETA nT
ei LEAL TIT TTY]
WwW
E
a
=
5 10 15 25 30
A
10 ug. 1972
Q 5 ;
E
a Q
Ww
a
w
BB
=
18
Survey
20
= Se Mul
E00 1 IAMIUPAVCOURAATT ERRATA
ure 26. 2 nd v elo ae and wa levei recorded at
ilmingto rth Ca ate 5 August
Bs Sept EAepe ae
EF
EED (m/s)
a
72) Ss
fa)
enone
elit AT
Figure 27. Wind velocity and water level recorded at
Wilmington, North Car ein Tene
12 July 1973.
ey 12/03/74
_~— — ee SCs: 330/74
ae ee enn | EIB TD
5/30/74
iS OREN, Ca FA eee Se TR UN ee
OS ee ae 3/04/74
—_—_—_—_”: \XnkseKrrreecrrrr 2/04/74
Ol SS 1/07/74
NN Sees 12/05/72
10/08/72
rs
[o) rT. nee 4/12/72
Hw
aw ee Srna 3/28/72
4 ee ee ee eee lonee
iS) SX r—__— 2/15/72
ee 1/15/73
a ——_——— rm _’) _—vO DOr ae, 12/11/72
= 9°29/72
2S ee HE
= a a a 6/25/72
Q GAD TZ
Zz Ce 4/13/72
= — 00 O00 eee eee 3/20/72
=) -_-erereeoooro 2/08/72
Sr Se en EE 1/03/72
ee 12/14/71
eee SS ee 871
8/09/71
pe Ss Ee PE eS ee) A Ee en es NE OY
a ee ee ee ee ee BOT
Eee ee SE SE ee ODI
09/71
-102 2/08/71
a “1/14/71
o Q 12/14/70
P=)
F
+1 68
Zale Oe ORS See loan G lS spe) 4913 pel Z ip lee Oa o. Say TG Sema ese Zen
ED,
Shallotte Profile Line No. Lockwoods
— Inlet Folly Inlet
Figure 28. Change in MSL intercept along Holden Beach on successive
survey dates. Perspective is that of observer looking
northward from offshore. Increase in MSL position is sea-
ward.
5!
O12
Ol
0.10
0.09
0.08
0.07
e
°
8
°
(eo)
a
0.04
Slope at MS
0.03
0.02
0.01
Als: ZO. i) ey TS BB 1 las To "Oo B76 SS & ss 2 |
<q Shallotte
Lockwoods Folly_y»
Profile line No.
Inlet
Figure 29. Beach foreshore slope averaged over the study period.
Vertical lines are one standard deviation below the mean.
Linear trend is the regression, by eye, of the means
along the central reach.
52
variations in that parameter. The slopes of profile lines nearest the two
inlet throats (profile lines 1 and 21) show the greatest slope of the study
area. The mean slopes at profile lines 2 and 3 have been artificially
altered by the beach fill operation.
V. DISCUSSION
1. Profile Changes.
Holden Beach, exposed toward the south and partially protected from
large waves from the east by Frying Pan Shoals, is spared the severe ero-
sion caused by east and northeast storms, which arrive along the North
Carolina coast mainly during the autumn and winter months. These storms
remove large amounts of sand from beaches along the Outer Banks and those
shorelines exposed toward the east.
The relative position of the annual mean, MSL intercept (Fig. 15) re-
flects the number of storm occurrences during the year of measurement
(Table 7). The erosion observed over 1971 took place during the year with
the largest number of identified storm events, while the increase in MSL
intercept over 1974 is correlated with the fewest storms. Changes in sand
volume and MSL intercept show extreme variability along the three profile
lines comprising each inlet reach, but both have resulted in considerable
increases. The limit of significant influence of the inlets, if such exists,
has not been determined by these studies. The selection of the inlet reaches,
however, provides a convenient separation point based on demonstrated vari-
ability. These two measurements are also quite variable along the central
reach, but regression analysis and evaluation of the annual change show the
MSL position to be extending seaward while the volume decreases. The total
annual loss in volume along the central reach (rate of volume change times
total length) is approximately balanced by the gains at the two inlet reaches.
A similar computation using the regression estimates indicates the volume
gains at the inlets are each 3 to 4 times greater than the loss along the cen-
tral reach. The island appears to be gaining sand volume at the ends while
losing volume along the center. The MSL intercept is also progressing sea-
ward more rapidly at the inlet areas. Plots of the actual beach profiles
were compared for 14 December 1970 and 4 December 1974. Though possibly not
indicative of the entire 4-year span, each set of measurements was taken
after a storm (Birkemeier, 1979) so the general beach condition may be compar-
able. The earlier profiles were characterized by steep foreshore slopes and
a backshore area that was convex upward. This was backed by the coastal
dune, present in both surveys. The 4 December 1974 profiles showed an off-
shore bar along most of the central reach with a backshore concave upward, a
condition more typical of the storm profile. A considerable volume of sand
was removed above MSL and deposited in the offshore bar while the MSL inter-
cept was extended seaward. The actual volume change at the -0.9-meter MSL
datum appears to be very small, but the beach face was considerably lowered
and extended. If the long-term change in the central reach is toward a lower
backshore and extended foreshore, the island may be developing a greater sus—
ceptibility to dune erosion by direct wave attack during a storm accompanied
by high water and large waves. Future studies of beach volume changes should
extend farther into the offshore zone to measure the storage of sand in bars.
The rates of change of both MSL intercept and above MSL volume measured here
53
are small compared to the short-term variability so the direction of the
trend, if any, is not clearly shown by this data set. A longer record
may be necessary to establish a convincing trend.
The seasonal nature of the above MSL volume was shown in Figure 16. The
material removed from the beach during the autumn and winter is apparently
replaced (or nearly so) during spring and summer. Extending the profile lines
below MSL would allow determination of the offshore changes which have been
shown to be important in the beach process. It is possible that the volume
change of an extended profile line measured relative to some below MSL datum
would be zero if material removed from the beach is stored in the offshore
within the range of profile line measurement. Empirical eigenfunction anal-
ysis is very useful in showing the regions where changes in beach shape take
place. Aubrey (1979) demonstrated that the second temporal eigenfunction
showed removal of beach material from onshore and storage in the offshore
zone at Torrey Pines Beach. Unless profile line measurements are taken with
the method of analysis in mind, it is only fortuitous that a "higher order"
analysis technique, which is more powerful and sophisticated, will provide
additional insights. The application of empirical eigenfunctions to the
Torrey Pines data was fruitful because the study was designed, in part, to
develop and test the method. Empirical eigenfunctions did not provide in-
sights into Holden Beach processes that were not available through more
traditional and straightforward analysis methods, but the reasons may be due
more to the limitations of the data than to the technique. Though not use-
ful fer the Holden Beach data, there are indications that empirical eigen-
functions will be helpful in the interpretation of temporal and spatial vari-
ability of other data in this series.
The results of this study suggest that Holden Beach has at least three
separate systems to be investigated and interrelated in order to understand
processes, such as differences in response to environmental forces (erosion
rates, variability of profile changes, and mean slopes) along the beach.
These are the Lockwoods Folly reach (profile lines 1 through 3) the central
reach (profile lines 4 through 18) and the Shallotte reach (profile lines 19
through 21). Refraction of waves around shoal area, strong tidal currents,
and shifting channels near inlet reaches require special, localized
observations.
Changes observed along-the central reach were visually correlated with
wind and water level records taken at Wilmington. These correlations were
not altogether satisfactory because of the location of Wilmington relative
to Holden Beach; direct wind and water level observations at the site would
have shown a more reliable correlation with beach changes.
The identified erosion events were fairly well correlated with high
water levels and strong winds during an observation period. The conditions
which cause accretion, however, are not easily identified since high water
levels and strong onshore winds occurred during these intervals as well.
Accretion events seemed to be correlated with gentle onshore winds occur-
ring for several days before the survey (Figs. 23 to 27). Profile line
measurements must be taken more frequently in order to isolate the effects
of individual events.
54
Investigations have shown that considerable beach changes occur below
MSL, in and beyond the breaker zone. Sand observed on the upper parts of
the beach during summer months may be removed and stored in offshore sand-
bars or transported alongshore during the stormier periods. Material
appears to be removed from Holden Beach on a seasonal cycle; however, dur-
ing the 4-year period, more was returned to the beach than was removed.
The fate of the material lost is uncertain. Direct visual observations of
waves during the study period indicate transport from east to west is two
to three times greater than from west to east, a direction in opposition
to that reported from Long Beach and Yaupon Beach (U.S. Army Engineer District,
Wilmington, 1973). The transport from Long Beach and Yaupon Beach was based
on a wave refraction analysis which systematically eliminated waves from
the east and southeast. The remaining waves caused eastward littoral drift.
The Holden Beach estimate, though based on once-daily visual observations,
is not complete for the entire period. It is quite possible for large waves
from one direction for a single day to overcome the estimated transport of
smaller waves for several days. The importance of complete, frequent, and
accurate wave observations, which include period, height, and breaker angle,
cannot be overestimated for making predictions of transport direction and
rate.
2. Civil Engineering Implications.
Before 1973, the east end of Holden Beach was identified as having the
highest erosion rate of any beach area in Brunswick County. This severe
condition damaged the end of a road and caused the removal of six houses
(U.S. Army Engineer District, Wilmington, 1973). The addition of fill
material at profile line 2 appears to have been effective in reducing the
erosion at the end of the island during the study period. At least 280 000
cubic meters of sand was added to the beach from 1970 to 1974. An increase
in sand volume is evident along the east end of the central reach, suggest-
ing that the fill was effective in nourishing that end of the island.
Currently, there are no shore protection structures along the beach
which interfere with the transport of sand. The sand loss along the central
reach during 1971 and 1974 was relatively great and contributed substantially
to the net 4-year loss in that zone which is evident in spite of the fact that
the study interval was more quiescent than the long-term mean. More thorough
Studies should be made before any engineered alterations of the beach in order
to resolve the ambiguity in littoral transport rates and direction.
The profile envelopes (App. E) show that the sweep zones of the beach
profiles measured at MSL are greatest in the inlet reaches, obtaining magni-
tudes of more than 3 meters at profile lines 2 and 21. Along the central
reach, however, the sweep zones are less than 1 meter. This vertical excur-
sion of the profile must be considered in the engineering design of pipelines
and other coastal structures. This study emphasizes the extreme variability
of beaches near inlets as opposed to those along unbroken beach segments.
Though washovers have not occurred along Holden Beach since Hurricane
Hazel, the central, low-lying part of the island, which is narrow, may become
more Subject to washovers during storms. Coastal modifications which exacer-
bate this condition must be avoided.
55
VI. SUMMARY
A total of 815 profile line surveys were taken at 21 locations along the
13.2-kilometer south-facing shoreline of Holden Beach, North Carolina, from
November 1970 to December 1974. The average width of the narrow barrier
island is 250 meters, terminated at the east and west end by Lockwoods Folly
and Shallotte Inlets, respectively. The profile lites along the beach were
evenly spaced with minimum and maximum distances of 565 and 638 meters.
Average spacing was 610 meters. This spacing was convenient for calculating
total beach sand volume changes since profile distances did not have to be
weighted. ;
The beach profile data were used to determine changes in above MSL sand
volume, changes in MSL shore, and profile envelopes. The parameters were
analyzed to determine beach changes during the survey period and those caused
by individual storms. Additional wave, wind and water level data were pro-
vided by visual observation, local wave gages, and from recording devices in
Wilmington, North Carolina. Fewer storms than average occurred during the study
period for this region, and recorded winds were more moderate.
The beach face was divided into three reaches, based upon the variability
of the profile line changes during the study period. The two inlet reaches
each contained three profile lines with the remainder in the central reach.
The beach slope at MSL along the central reach increased from a value of 1:30
at the east end to 1:17 at the west end. The MSL intercept averaged across
the central reach varied from +8.99 meters (9 June 1972) to -13.17 meters
(3 December 1974). Linear regression analysis indicates the MSL shoreline
is advancing at a rate of 1.18 meters per year while the above MSL volume is
decreasing at 0.44 cubic meter per meter per year. The direction of change
is supported by analysis on an annual basis though the rates are an order of
magnitude different; 0.15 meter per year and 4.8 cubic meters per meter per
year, respectively. These estimates should be treated with caution since
short term variability is quite large and the coefficient of determination
calculated for linear regression is small. Empirical eigenfunction analysis
applied to the data did not indicate other systematic modes of variability.
The profile lines in the inlet reaches showed the greatest variability
in all calculated parameters. The beach nourishment operation at profile
line 2 from 1971 to 1974 was intended to reduce the high erosion rate pre-
viously observed at the east end of the island. The approximately 280 000
cubic meters of sand placed on the beach during the study period contributed
to the net gains in volume and shoreline position along the Lockwoods Folly
reach and may have influenced the beach shape at the east end of the central
reach. The Shallotte reach showed even more substantial gains without the
benefit of artificial nourishment.
A seasonal trend was evident in the change in above MSL sand volume.
Losses occurred during the autumn and winter, and gains were measured during
spring and summer. Volume losses along the central reach were greater than
gains while the reverse was true for both inlet reaches. The visual wave
observations were not complete enough to calculate the magnitude of littoral
transport. Estimates of alongshore energy flux suggest, however, that the
westward transport is two to three times greater than the eastward transport.
56
LITERATURE CITED
AUBREY, D.G., "Seasonal Patterns of Onshore/Offshore Sediment Movement,”
Journal of Geophystcal Research, Vol. 84, No. C10, Oct. 1979, pp. 6347-
6354.
BAKER, S., "The Citizen's Guide to North Carolina's Shifting Inlets,"
UNC Sea Grant Publication UNC-SG-77-08, North Carolina State University,
Raleigh, N.C., Mar. 1977.
BAKER, S., "Storms, People and Property in Coastal North Carolina," UNC
Sea Grant Publication UNC-SG-78-15, North Carolina State University,
Raleigh, N.C., Aug. 1978.
BALSILLIE, J.H., "Surf Observations and Longshore Current Prediction,”
TM-58, U.S. Army, Corps of Engineers, Coastal Engineering Research
Center, Fort Belvoir, Va., Nov. 1975.
BIRKEMEIER, W.A., "Beach Evaluation Program Storm Data Summary," U.S. Army
Corps of Engineers, Coastal Engineering Research Center, Fort Belvoir,
Va., unpublished, July 1979.
BOC, S.J., and LANGFELDER, J., "An Analysis of Beach Overwash Along North
Carolina's Coast," Report No. 77-9, Center for Marine and Coastal
Studies, North Carolina State University, Raleigh, N.C., 1977.
BRUNO, R.O., and HIIPAKKA, L.W., "Littoral Environment Observation Pro-
gram in the State of Michigan," Proceedings of the 16th Conference on
Great Lakes Research, 1974, pp. 492-507 (also Reprint 4-74, U.S. Army,
Corps of Engineers, Coastal Engineering Research Center, Fort Belvoir,
Va., NTIS 777 706).
CARNEY, C.B., and HARDY, A.V., "North Carolina Hurricanes," Weather Bureau,
ESSA, U.S. Department of Commerce, Washington, D.C., 1967.
CLEARY, W. J., and HOSIER, P.E., 'Geomorphology, Washover History, and
Inlet Zonation: Cape Lookout, NC to Bird Island, NC," Barrier Islands
from the Gulf of St. Lawrence to the Gulf of Mexico, S.P. Leatherman,
ed., Academic Press, New York, 1979, pp. 237-171.
DeWALL, A.E., "Beach Changes at Westhampton Beach, New York, 1962-73,"
MR 79-5, U.S. Army, Corps of Engineers, Coastal Engineering Research
Center, Fort Belvoir, Va., Aug. 1979.
DeWALL, 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,
DOLAN, R., et al., ‘The Reliability of Shoreline Change Measurements from
Aerial Photographs ,'' Shore and Beach, Vol. 48, No. 4, Oct. 1980, pp. 22-29.
DOLAN, R., et al., "Shoreline Erosion Rates Along the Middle Atlantic
Coast of the United States," Geology, Vol. 7, No. 12, Dec. 1979, pp.
602-606.
ONG
DRAPER, N.R., and SMITH, H., Applied Regresston Analysis, John Wiley and
Sons, Inc., New York, 1966.
EVERTS, C.H., and CZERNIAK, M.T., "Spatial and Temporal Changes in New
Jersey Beaches," Proceedings of the Coastal Sediments '77 Conference,
American Soctety of Civil Engineers, 1977, pp. 444-459 (also Reprint
78-9, U.S. Army, Corps of Engineers, Coastal Engineering Research Center,
Fort Belvoir, Va., NTIS AO51 578).
EVERTS, C.H., DeWALL, A.E., and CZERNIAK, M.T., "Beach and Inlet Changes
at Ludlum Beach, New Jersey," MR 80-3, U.S. Army, Corps of Engineers,
Coastal Engineering Research Center, Fort Belvoir, Va., May 1980.
GOLDSMITH, V., FARRELL, S.C., and GOLDSMITH, Y.E., "Shoreface Morphology
Study, The South End of Long Beach Island, Little Beach Island, and
the North End of Brigantine Island," Dames and Moore, Inc., Oct. 1974.
HAYES, M.O., "Barrier Island Morphology as a Function of Tidal and Wave
Regime," Barrter Islands from the Gulf of St. Lawrence to the Gulf of
Mextco, S.P. Leatherman, ed., Academic Press, New York, 1979, pp. 1-27.
KOMAR, P.D., Beach Processes and Sedimentatton, Prentice-Hall, Inc.,
Englewood Cliffs, N.J., 1976.
LANGFELDER, L.J., STAFFORD, D., and AMEIN, M., "A Reconnaissance of Coastal
Erosion in North Carolina,'"' Department of Civil Engineering Report, North
Carolina State University, Raleigh, N.C., 1968.
LANGFELDER, L.J., et al., "A Historical Review of Some of North Carolina's
Coastal Inlets,"' Report No. 74-1, Center for Marine and Coastal Studies,
North Carolina State University, Raleigh, N.C., 1974.
LORENZ, E.N., "Empirical Orthogonal Functions and Statistical Weather
Prediction," Report No. 1, Statistical Forecasting Project, Department
of Meteorology, Massachusetts Institute of Technology, Cambridge, Mass.,
1959.
MACHEMEHL, J.L., "An Engineering Evaluation of Low Cost Stabilization Proj-
ects in Brunswick County, North Carolina," Proceedings of the Coastal
Sedtments '77 Conference, Amertcan Soctety of Ctvtl Engineers, 1977,
pp. 696-715.
MACHEMEHL, J.L. CHAMBERS, M., and BIRD, N., "Flow Dynamics and Sediment
Movement in Lockwood Folly Inlet, North Carolina," UNC Sea Grant Publica-
tion UNC-SG-77-11, North Carolina State University, Raleigh, N.C., June
1977.
NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION, Unpublished data, National
Climatic Center Wind Recording Station, Wilmington, N.C., 1971-74.
NEUMANN, C.J., et al., ‘Tropical Cyclones of the North Atlantic Ocean,
1871-1977,'' U.S. Department of Commerce, National Climatic Center,
Asheville, N.C., 1978.
58
PILKEY, O.H., Jr., NEAL W.J., and PILKEY, 0.H.,Sr., From Currituck to
Calabash: Living with North Carolina's Barrier Islands, North Carolina
Science and Technology Research Center, Research Triangle Park, N.C., 1978.
RESIO, D.T., et al., "Systematic Variations in Offshore Bathymetry,"
Journal of Geology, Vol. 85, 1977. pp. 105-113.
SHEPARD, F.P., Submarine Geology, Harper and Row, New York, 1963.
SZUWALSKI, A., “Littoral Environment Observation Program in California,
Preliminary Report," MP 2-70, U.S. Army, Corps of Engineers, Coastal
Engineering Research Center, Washington, D.C., Feb. 1970.
THOMPSON, E.F., "Wave Climate at Selected Locations Along U.S. Coasts,"
TR 77-1, U.S. Army, Corps of Engineers, Coastal Engineering Research
Center, Fort Belvoir, Va., Jan. 1977.
U.S. ARMY, CORPS OF ENGINEERS, COASTAL ENGINEERING RESEARCH CENTER, Shore
Protection Manual, 3d ed., Vols. I, II, and III, Stock No. 008-022-
00113-1, U.S. Government Printing Office, Washington, D.C., 1977, 1,262 pp.
U.S. ARMY ENGINEER DISTRICT, WILMINGTON, ''General Design Memorandum, Phase
I, Hurricane Wave Protection and Beach Erosion Control, Brunswick County,
North Carolina, Beach Projects, Yaupon and Long Beach Segments,"
Wilmington, N.C., 1973.
VINCENT, C.L., et al., "Systematic Variations in Barrier Island Topography,"
Journal of Geology, Vol. 84, 1976, pp. 583-594.
WAHLS, H.E., "A Survey of North Carolina Beach Erosion by Air Photo Methods,"
Report No. 73-1, Center for Marine and Coastal Studies, North Carolina
State University, Raleigh, N.C., 1973.
WINANT, C.D., INMAN, D.L., and NORDSTROM, C.E., "Description of Seasonal
Beach Changes Using Empirical Eigenfunctions," Journal of Geophysical
Research, Vol. 80, No. 15, May 1975, pp. 1979-1986.
59
pee.) yh PE =
my ite HA i f
APPENDIX A
PROFILE LINE DOCUMENTATION AND PHOTOS
This appendix provides ground photos and monument documentation for each
of the 21 profile lines along Holden Beach from Lockwoods Folly Inlet to
Shallotte Inlet. The horizontal location of each profile line consists of a
monument (e.g., capped galvanized pipe) at three stations along the profile line,
reference ties measured to local cultural features (when possible), and
third-order survey control providing the geodetic and state-plane coordinates
of the monument. The station number (with '+", upper right of monumentation
sheet) is the distance in feet along the base line from the monument at pro-
file line 1. Northing and easting are in feet. Vertical control at each
profile line consists of a third-order elevation of the top of the monument,
with respect to the National Geodetic Vertical Datum of 1929. The horizontal
and vertical control was done by Moorman and Little, Inc., 115 Broadfoot
Avenue, Fayetteville, North Carolina.
All beach profile data were collected at these locations along a line
through the monumented point in the direction given by the azimuth of the
profile line. Measurements were taken by the firm of W. W. Blanchard, Inc.,
Wallace, North Carolina. The control surveys and beach profile line measure-
ments were conducted under contracts to the U.S. Army Engineer District,
Wilmington.
The black and white ground photos were taken at each profile line in
June 1974 and are provided to illustrate the character of the beach at that
time.
6l
ff COUNTRY TYPE OF MARK STATION
LOCALITY STAMPING ON MARK AGENCY (CAST IN MARKS) ELEVATION (FT)
LATITUDE LONGITUDE DATUM DATUM
033-54-57,421 078 -14-26.086 NORTH AMERICA 1927) 1929 (.S.L.)
| StoRBEattees )(E ASTING) (FT) | (eee) (NORTHING) (FT) |GRID AND ZONE ESTABLISHED BY (AGENCY)
§ (NORTHING)(EASTING) (FT) | (EASTING)(NORTHING) (FT)|GRIO AND ZONE DATE ORDER
°
TO OBTAIN GRID AZIMUTH, ADD TO THE GEODETIC AZIMUTH
TO OBTAIN GRID AZ. (ADD)(SUB.) TO THE GEODETIC AZIMUTH
AZIMUTH OR DIRECTION
OBJECT (GEODETIC)(GRID)
MAGNETIC
GEOD. DISTANCE
(METERS) (FEET)
GRID DISTANCE
(METERS) (FEET)
NoT SHOWN To SCALE
U.S.C, & G.S, MONUMENT LOCATED
AT HIGHEST PoinT ON EAST
ENO OF HOLDEN PEACH, GRASS
DUNE WITH PATHS LEADING
To THE ToP.
Distances
® 87.20’
@ 76-66
S) 100 ¢25'
OF00 FOR PRoFite LIne
HAS Beers Pte STeovYey
By EROSION, Use
=) Res ee aot ae ee
ef DE fT OYED'-.. ie pels: fos AF 2B Reena Pie
Grab ERT |i] apisign Ae ——— ie 5
PROFILE LINE 6 Ties SE PN ue ec
PROPER bisTAMcE
Ww bocArze O+00
Pon ae
bd
t - =
at . fete For
Sa g fp!
as. OES Lowe i
om
Lye
BASELIW E
STATION OF00 IS LocaTED \
N
. ABouT 1@00% EAST OF THE
‘EAST ENO OF PAVEMENT NEAR
Lock WOoDS FOLey INLET AT
HOLDEN REACH, IT WAS BeEEW
Dés7acvew BY EROStonm BLT
Post CAN BE RELOLATEO Frum
skeTcH OFFSET (2) pes
FORM RERCACESIDAIEORMSi 1089 DESCRIPTION OR RECOVERY OF HORIZONTAL CONTROL STATION
DA 10CcT eal 959 Awe Sone STR ILC EL or use of this form, see TM 5-237; the Proponent
62 agency Is U.S.Continental Army Command.
Profile line 1. View toward east over Lockwoods Folly Inlet.
Profile line 1. View toward west. Note vegetated dune and
wide, unstructured beach.
63
OUNTRY TYPE OF MARK ST 1ON
fod ES me aR E ELE iz
LOCALITY STAMPING ON MARK AGENCY (CAST IN MARKS) ELEVATION (FT)
LATITUDE LONGITUDE DATUM DATUM
HORS) (EASTING) (FT) (GAGS? (NOR THING) (FT) |GRID AND ZONE ESTABLISHED BY (AGENCY)
(NORTHING)(EASTING) (FT) (EASTING)(NORTHING) (FT) GRID AND ZONE DATE ORDER
ani ae a
TO OBTAIN GRID AZIMUTH, ADD TO THE GEODETIC AZIMUTH
TO OBTAIN GRID AZ. (ADD)(SUB.) Z TO THE GEODETIC AZIMUTH
AZIMUTH OR DIRECTION
GEOD. DISTANCE GRID DISTANCE
OBJECT sepa BACK AZIMUTH (METERS) (FEET) (METERS) (FEET)
NoT SHOWN TO SCALE
30) | _—«<(ESE Sat 00 oe peoric Lime
5 atk a I$ Minne PPE
BEACH
BASELINE
STATION 194+ 997.98 4S LOCATED ABOUT
330’ WEST OF EAST END OF PAVEMENT, N
SKETCH
DA , FO8*.1959 axcisss reer nmicn CESCRIPTION OR RECOVERY OF HORIZONTAL CONTROL STATION
1ocT 64 ANS CISC re or use of this form, see TM 5-237; the proponent
64 agency Is U.S.Continental Army Command.
h
Profile line 2. View toward east
Profile line 2. View toward west. Note remains of timber
pile bulkhead at right.
65
OUNTRY TYPE OF MARK z s 1ON
cacy, PIPE 39+ 99.95 PROFLE 3
LOCALITY STAMPING ON MARK AGENCY (CAST IN MARKS) ELEVATION (FT)
LATITUDE LONGITUDE DATUM DATUM
79-15-'/2.088 NORTH AMERICA 1927) 1929 (M.S.L.)
OREHLNG} (EASTING) (FT) | teAS7ANOTINORTHING) (FT) |GRIO AND ZONE ESTABLISHED BY (AGENCY)
(NORTHING)(EASTING) (FT) | (EASTING)(NORTHING) (FT)|GRID AND ZONE DATE ORDER
TO OBTAIN GRID AZIMUTH, AOD TO THE GEODETIC AZIMUTH
TO OBTAIN GRID AZ. (ADD)(SUB.) o TO THE GEODETIC AZIMUTH
AZIMUTH OR DIRECTION
GEOD. DISTANCE GRIO DISTANCE
OBJECT ae rr aA BACK AZIMUTH (METERS) (FEET) (METERS) (FEET)
° ‘ a
NoT SHOWN TO SCALE
W. PAVID SMITH - 259 OCEAN-AIRE APTS,
BRown coTTAGE wiTH
SCREENED-Ini PORCH
5 Be eae ‘ 3
é
. | 7 Dey As 93.89
aA Ce 9 BESS SS os a a B = 4S tse }¥
a Re S PEACH : c = 25.05"
ee = i D = 46.02’
$ELEU= 8-7] :
a ; ae, wp eng STATION No, PAINTED
Of00 Oo PROFILE Line
I$ NORTH-Most Pipe
we leg
Santee nine J
eat “ere
BASELINE }
STATION 39499.95 1S LOCATED 2300’ q
WEST OF THE EAST END OF PAVEMENT
AT HOLDEN (EACH.
SKETCH
FORM REPLACES DA FORMS 1989 DESCRIPTION OR RECOVERY OF HORIZONTA N ATI
DA 10CcT | 959 Ate ee Eee Dg HES For use of this form, see TM 5-237; a Leper NGn atee eer
66 agency is U.S.Continental Army Command.
Profile line 3.
View toward east.
Profile line 3.
View toward west. Note timber pile bulk-
head in each picture.
67
COUNTRY TYPE OF MARK STATION
LOCALITY STAMPING ON MARK AGENCY (CAST IN MARKS) ELEVATION (FT)
LATITUDE LONGITUDE DATUM
33-54-51. /3) 73-15 - 36.630 NORTH AMERICA 1927
+ROR-HHNGHE ASTING) (FT) | (Ee6RH+e+(NORTHING) (FT) |GRIO AND ZONE ESTABLISHED BY (AGENCY)
2224500.290 im) | GO6GOO.230 im |N.C. LAMBERT CERC
)
)
(NORTHING)(EASTING) (FT) | (EASTING)(NORTHING) (FT)|GRID AND ZONE ORDER
(M) (M THIRD
TO OBTAIN GRID AZIMUTH, ADD TO THE GEODETIC AZIMUTH
TO OBTAIN GRID AZ. (ADD)(SUB.) e TO THE GEODETIC AZIMUTH
AZIMUTH OR DIRECTION
GEOD. DISTANCE GRID DISTANCE
OBJECT Se eerie) BACK AZIMUTH (METERS) (FEET) (METERS) (FEET)
<_— 7rPeE miss/Ao (oer 75)
ok BVKIED
OF09 Of PROFILE Live
IS MippEe pipe
Crissin’e 4~ Jen E 1774)
Ef. T woop BviKHEAD
SE §
BASELINE
STATION 604 75.13 7S LOCATED
gust EAST OF THE SURFS(IDE
PAVILION,
DA . £2,1959 axcites, ree trmicn DESCRIPTION OR RECOVERY OF HORIZONTAL CONTROL STATION
ANS or use of this form, see TM 5-237; the proponent
68 agency Is U.S.Continental Army Command.
&
Profile line 4. View toward east.
Profile line 4. View toward west from edge of back filled
timber pile bulkhead.
69
OUNTRY TYPE OF MARK STATION
LOCALITY STAMPING ON MARK AGENCY (CAST IN MARKS) ELEVATION (FT)
LATITUDE LONGITUDE DATUM DATUM
33-54-50. 168 78-15-59.576 1929 (M.S.L.)
ROR} (EASTING) (FT) |+o*OHHOHNORTHING) (FT) ]GRIO AND ZONE ESTABLISHED BY (AGENCY)
(NORTHING)(EASTING) (FT) | (EASTING)(NORTHING) (FT)|GRIO AND ZONE DATE ORDER
i i RE
TO OBTAIN GRID AZIMUTH, ADD TO THE GEODETIC AZIMUTH
TO OBTAIN GRID AZ. (ADD)(SUB.) ? TO THE GEODETIC AZIMUTH
AZIMUTH OR DIRECTION
GEOD. DISTANCE GRID DISTANCE
OBJECT ae aN BACK AZIMUTH (METERS) (FEET) (METERS) (FEET)
NoT Stown To SCALE
eHG625 £.E. HOLDEN
|
emt ee ee
“eLeve M22 ~~ sig ae A = 44.65
Woop, EL - Gq. 4q i 8 s 26-92
Ss = SuPs ,
sac Bg ns ge SRE c - 36.05
ox fe A wy
1 ie a ee a
| THOMA TRING
| a iw a pn
14n eae : Ue ee
“gi¥ i ae é ve ; !
i 6. Sin aa se
Ee 5 Se ioe Seats) Ot00 on PROFILE LinE
SS
fF
aed SER nearest (esp oa EWACE Bu<Eeo (oer 75)
4x4 wimwess Fost co
UNE Ha Waren a Nat ne Me
oN
THREATENED BY ERB ON 2
BEACH )
GASELINE Hu
STATION 804 13.75 IS LOCATED ABouT
250’ EAST OF THE INTERSECTION OF THE
RoAp THAT CONNECTS THE ISLAND WITH
THE MAINLAND AND WEST OCEAN PRIVE.
: SKETCH
FORM REPLACES DA FORMS 1989 DESCRIPTION OR RECOVERY OF HORIZONTAL CON
DA 10cT eal 959 AND 1960. 1 FEB 87, WHICH Seluaavlithlaikereurces KTM S:2377 on eee TROL STATION
70 agency Is U.S.Continental Army Command.
Profile line 5. View toward east.
Profile line 5. View toward west.
71
TYPE OF MARK
GALV. PIPE
OUNTRY
LOCALITY STAMPING ON MARK AGENCY (CAST IN MARKS)
a
LONGITUDE DATUM
+EASPHG)(NORTHING) (FT) [GRID AND ZONE ESTABLISHED BY (AGENCY)
(NORTHING)(EASTING) (FT) | (EASTING)(NORTHING) (FT)|GRID AND ZONE
Pe a 20
GRID AZIMUTH, ADD
GRID AZ. (ADD)(SUB.)
LATITUDE
33-549- $$. 338
(HORPHIFS) (EASTING)
2220575990
(FT)
(M)
TO OBTAIN
TO OBTAIN
AZIMUTH OR DIRECTION
OBJECT (GEODETIC)(GRID)
BACK AZIMUTH
STATION
100F 15.32 PROFLE G@
ELEVATION (FT)
9.34 (m)
DATUM
19729 (M.S.L-)
TO THE GEODETIC AZIMUTH
Q TO THE GEODETIC AZIMUTH
GEOD. DISTANCE
(METERS) (FEET)
GRID DISTANCE
(METERS) (FEET)
NOT SHOWN To SCALE 5
J s aE :
/ ee tL STATION NO. PAINTED
4 @ieuey.=10.42 01 (ON ROAD
i : 2 4
=
Se EE A om
f hs —— B = GO.35
[fhe ~ AT Roun G = 56.2"
OD = 42.96"
| Ml
linear
Y TS Sada ;
13 Pez | O+00 om PROEILE- Live
a NN “{\ 10~ Is MANODDLE PIPE (BURIED)
St ee ie a
PtEV.= 14.6) - 7
Me el
a
SE —————-
aaa BG gf
— Ye pas LN ~ cs
i)
BEACH
BASELINE , N
STATION 100% (5.32 5 LocCATED 1750° WEST
oF THE INTERSECTION OF WEST OCEAN DRIVE
Ano THE ROAD TO THE MAINLAND , NEAR
BRice’s APARTMENTS,
SKETCH
REPLACES DA FORMS 1989
ANO 1960, 1 FEB 87, WHICH
ARE OBSOLETE.
FORM
DA .cer.1959
72
DESCRIPTION OR RECOVERY OF HORIZONTAL CONTROL STATION
For use of this form, see TM 5-237; the proponent
agency is U.S.Continental Army Command.
cies am 1
Profile line 6. View toward east.
Profile line 6. View toward west. Note houses in the
vegetated dune and beach access points.
73
| COUNTRY ATA TYPE OF MARK STATION
i LOCALITY STAMPING ON MARK AGENCY (CAST IN MARKS) LEVATION )
)I-CATITUDE LONGITUDE DATUM DATUM
60070.880
! (HOREHHG? (EASTING) (FT) tEAOHNGHNOR THING)
; 2218@00.570 (0a)
(FT) |GRIO AND ZONE ESTABLISHED BY (AGENCY)
i (N.C. LAMBERT CERC
; (NORTHING)(EASTING) (FT) | (EASTING)(NORTHING) (FT)|GRIO AND ZONE DATE ORDER
f (A) (DA) 1970 THIRD
| TO OBTAIN
TO OBTAIN
ZAK 8.80.0 GQ BLED: 7.75
aN %
f ; ZT], EVY= TS)
BASELINE
\ STATION
1204+ 00.07 4S
3700’ WEST OF THE
' MAINLAND AND WEST OCEAN
DA
REPLACES DA FORMS 10989
AND 1960, | FEB 87, WHICH
ARE OBSOLETE,
| FoR" 1959
GRID AZIMUTH, ADD
GRID AZ. (ADD)(SUB.)
i AZIMUTH OR DIRECTION
I OBJECT (GEODETIC)(GRID)
MAGNETI :
ff 10 3 STATION
GEOD. DISTANCE
(METERS) (FEET)
GRID DISTANCE
(METERS) (FEET)
No,
ROAD
B70!
Ss“
43,57’
PAINTED
ON
f A
K GB
SG
it]
OtoO of PROFILE Line
IS MIDLLE PIPE
LOCATED AGBouT
INTERSECTION OF THE
DRIVE,
SKETCH
DESCRIPTION OR RECOVERY OF HORIZONTAL CONTROL STATION
For use of this form, see TM 5-237; the proponent
74 agency Is U.S.Continental Army Command.
LT got te
Profile line 7. View toward east.
Profile line 7. View toward west.
75
COUNTRY F TYPE OF MARK STATION
U.S. As GALV, PIPE 190+ 61.79 PROFILE ¥
{ LOCALITY STAMPING ON MARK AGENCY (CAST IN MARKS) ELEVATION (FT)
( YHorvEN GEACH , N.C.) 140+ ©1,79 6.68 my
SS LATITUDE LONGITUDE DATUM DATUM
79-17-1019 1929. (0a.s.t-)
NORE) (EASTING) (FT) ORTHING) (FT) |GRID AND ZONE ESTABLISHED BY (AGENCY)
CERC
(NORTHING)(EASTING) (FT) | (EASTING)(NORTHING) (FT)|GRIO AND ZONE DATE
TO OBTAIN GRID AZIMUTH, ADD TO THE GEODETIC AZIMUTH
TO OBTAIN GRID AZ. (ADD)(SUB.) TO THE GEODETIC AZIMUTH
AZIMUTH OR DIRECTION
GEOD. DISTANCE GRID DISTANCE
OBJECT Barrette IS foe SL Ta) (METERS) (FEET) (METERS) “ (FEET)
oO
NoT SHOWN To SCALE
AT GRoo#r
LEVEL WwW,
WOODEA G sTATION NO. PAINTED
STAKE OW ROAD
ff /
SPLIT RAL A= 38.94
FENCE r
iy B= 77.83
SIGN Our, j
FRONT. c= 62.89
“ WlaedTA
LINGA"
LIRA AY 7S O00 FoR PROFILE Link |
O bv.c 1S Mipple PIPE
Y= 138.90
SF
Hee BucleD (oet7s)
6
ne Rott Pipes NEA Kos
eae
\
BEACH
BASELINE 24
STATION /404 64.79 US LOCATEQ ALGoUT N
/ (11LE WEST OF THE INTERSECTION OF THE
MAINLAND ROAD AND WEST OCEAN DRIVE.
NS SKETCH
DA FORM 1 959 RERCACESIOARORMshIOs9 DESCRIPTION OR RECOVERY OF HORIZONTAL CONTROL STATION
1ocT 64 Ane eae 87, WHICH For use of this form, see TM 5-237; the proponent
76 agency is U.S.Continental Army Command.
Profile line 8. View toward east.
gs Ng
Profile line 8. View toward west.
CU
COUNTRY TYPE OF MARK STATION
oe ia sisi7a NERonE TT
LOCALITY STAMPING ON MARK AGENCY (CAST IN MARKS) ELEVATION (FT)
rower! each. nic. |"/e0% 15.75 66
LATITUDE LONGITUDE DATUM DATUM
33-54-92, 384 78-17 - 34.043 1929 (M.S.L.)
CRORERHTHTS) (EASTING) (FT) | 4640) (NORTHING) (FT) GRID AND ZONE ESTABLISHED BY (AGENCY)
eG en tal eee) a
(NORTHING)(EASTING) (FT) (EASTING)(NORTHING) (FT)|GRIO AND ZONE DATE ORDER
TO OBTAIN GRID AZIMUTH, ADD TO THE GEODETIC AZIMUTH
TO OBTAIN GRID AZ. (ADD)(SUB.) Q TO THE GEODETIC AZIMUTH
AZIMUTH OR DIRECTION
GEOD. DISTANCE GRID DISTANCE
OBJECT er onemeer) BACK AZIMUTH (METERS) (FEET) (METERS) (FEET)
Nor sHow W TO SCALE
- | BB
alu Qeveus 6.68 me a8
SS : STATION NO. PAINTED
: ON ROAD
A= 45,18’
Ot00 DN PROFILE LIne
UES Mipore Pipe
N
BASELIWE
STATION 1604 /5.75 IS LOCATED AGour
LS MLES WEST OF THE INTERSECTION OF
THE MAINLAND ROAD AND WEST OCEAN
DRIVE,
; : SKETCH
FORM REPLACES DA FORMS 1959 DESCRIPTION OR RECOVERY OF HORIZONTAL CONTROL STATION
DA 10¢CT al 959 Ane Bounce Clo CA) For use of this form, see TM 5-237; the proponent 2
78 agency Is U.S.Continental Army Command.
Pee tiiens
: 4 * Een a
Profile line 9. View toward east.
Profile line 9. View toward west.
9
COUNTRY TYPE OF MARK STATION
PROFILE 10
U.S.A, GAY. PIPE 130+ 00.32
LOCALITY STAMPING ON MARK AGENCY (CAST IN MARKS)
Ho.oEN GEACH N.C] 19904 00,32 CE,
Oo
DATUM
LONGITUDE
LATITUDE
ATUM
1929 (71,S.L+)
33-54 - 40.486 7Z—17—57.476 WoRTH AMERICA 1927
THORNS (EASTING) (FT) | (C@RSHNS)(NORTHING) (FT) |GRID AND ZONE ESTABLISHED BY (AGENCY)
22/12636-030 59437. 720 N.C, LAMBERT CERC
(NORTHING)(EASTING) (FT) | (EASTING)(NORTHING) (FT)|GRID AND ZONE DATE ORDER
GRID AZIMUTH, ADD y “TO THE GEODETIC AZIMUTH
GRID AZ. (ADD)(SUB.) Y TO THE GEODETIC AZIMUTH
TO OBTAIN
TO OBTAIN
AZIMUTH OR DIRECTION
GEOD. DISTANCE GRID DISTANCE
OBJECT (GEODETIC)(GRID) BACK AZIMUTH (METERS) (FEET) (METERS) (FEET)
yas quence QUES UR Gel
Powsk PoE, GF! F<OM THC Oe
EU ail CeANLE AeLDY IN COoAD ce ox 7S)
Sa hes SOLED
W/ Re _
O0+t00 ®N PROFtE LINE
WHITE Bee
WEST OF PIE
—>
JS MioplLeE PPE
BASELINE
STATION (804+ 00.32 '!S LocATED ABOUT N
500’ WEST OF THE HOLDEN BEACH
FISHING PIER:
SKETCH
FORM RERCACE SiD/AURORMSHI95 9 DESCRIPTION OR RECOVERY OF HORIZONTAL CONTROL STATION
DA 10CT | 959 aoe See Liab tals) For use of this form, see TM 5-237; the Proponent
80 agency is U.S.Continental Army Command.
Profile line 10. View toward west.
Profile line 10. View toward east and Holden Beach
fishing pier.
8|
OUNTRY TYPE OF MARK STATION
LOCALITY STAMPING ON MARK AGENCY (CAST IN MARKS) ELEVATION (FT)
LATITUDE LONGITUDE DATUM DATUM
ANORFHHNS) (EASTING) (FT) (ASHNGSHNOR THING) (FT) |GRID AND ZONE ESTABLISHED BY (AGENCY)
(NORTHING)(EASTING) (FT) (EASTING)(NORTHING) (FT) GRID AND ZONE DATE ORDER
ae Sie a
TO OBTAIN GRID AZIMUTH, ADD TO THE GEODETIC AZIMUTH
TO OBTAIN GRID AZ. (ADD)(SUB.) Y TO THE GEODETIC AZIMUTH
AZIMUTH OR DIRECTION
GEOD. DISTANCE GRID DISTANCE
OSIECT SSH EC Ne. NDS iNT Tha) (METERS) (FEET) (METERS) (FEET)
NoT StHowN TO SCALE
THIS Gace, PIA
ix{ resc | | fi vas Geen GENT.
of 4. Seat” | | Oerev= 713
i)
©] Grev= 7.36
Rs
ai ] 0+t00 ON PROFILE Lin
ees ral IS PUDDLE DPE
a
4 WITNESS
¢ Post. US
3
Mi MEAN
BEACH
Ay e& pa
BA ON 2004 51.65 1S LocATED ABouT N
0.5 MILE WEST OF THE HOLDEN BEACH
FISHISG PIER,
SKETCH
FORM RERUACESIOMIEORMSI 959 DESCRIPTION OR RECOVERY OF HORIZONTAL CONTROL STATION
DA 10CcT sail 959 PS eS Cite bia or use of this form, see TM 5-237; the proponent .
82 agency Is U.S.Continental Army Command.
Profile line 11. View toward east.
Profile line 11. View toward west.
83
TOUNTRY
U.S. Ar
LOCALITY
Hotpen GEACH , NC.
LATITUDE
TYPE OF MARK
GALV. MARK
STAMPING ON MARK
2204+ 00. 74
LONGITUDE
STATION
220+ 00.74
AGENCY (CAST IN MARKS)
@, (Zo
DATUM
PROFILE /2
DATUM
33-54- 36.070 72 -/8 -F4 . 583 NORTH AMERCA 927) (929 (M.S.L.)
(NORFHHNGILE ASTING) (FT) +23 PTT NORT HING) (FT) GRID AND ZONE ESTABLISHED BY (AGENCY)
ee ee
(NORTHING)(EASTING) (FT) (EASTING)(NORTHING) (FT) GRID AND ZONE
DATE ORDER
19770 THIRD
“TO THE GEODETIC AZIMUTH
TO THE GEODETIC AZIMUTH
TO OBTAIN GRID AZIMUTH, AOD
TO OBTAIN GRID AZ. (ADD)(SUB.)
AZIMUTH OR DIRECTION
(GEODETIC)(GRID)
GEOD. DISTANCE
(METERS) (FEET)
GRID DISTANCE
BACK AZIMUTH (METERS) (FEET)
NOT sSHown TO SCALE
eee i RR OR
a =© Evev- 8.54 Sa
STATION NO. PAINTED
On ROAD
= 39.50.
NOBLE aie A ¢C ,
wire W s ’
BEIGE TRIM 6 4 B
171081LE Ho, Cc = Zee 7/
WHITE w/ D
Ti S828
Bhown "5
TRIM
O+0O0 CN PROFILE LINE
1s MIDbLE Prime
oO - Covi Net LocATE bUVE ME.
Uys a ¢ \
== GaAs RCUCITO cy NR Ccet BF)
eu
ASELINE
Sion 220+ 00.74 JIS LotcaTED }
Ascow 9h sood) Westy ACE) NUHIEWMHOECEN yy
BEACH FISHING PIER.
SKETCH
FORM RE RC ACE SIO AREORMSE SS DESCRIPTION OR RECOVERY OF HORIZONTAL CONTROL STATION
DA Oe i | 959 ane Bree EES S7WHICH or use of this form, see TM 5-237; the proponent
84 agency is U.S.Continental Army Command.
Profile line 12. View toward east.
SR:
es
oe
Profile line 12. View toward west.
85
COUNTRY TYPE OF MARK STATION
U.S. A. GALV, PIPE - 240+ 08. 64 PROFILE 15
LOCALITY STAMPING ON MARK AGENCY (CAST IN MARKS) ELEVATION (FT)
HoLDen BEACH, NC| 2404 08.64 7.12 i
LATITUDE LONGITUDE DATUM DATUM
EL Fees, fp (an
(HORTRHNG (EASTING) (FT) (OrSHNS (NOR THING) (FT) GRID AND ZONE ESTABLISHED BY (AGENCY)
2206674.79720 im | 58722.700 im |, C. LAMBERT
(NORTHING)(EASTING) (FT) | (EASTING)(NORTHING) (FT)|GRID AND ZONE DATE ORDER
(M) (M) - 1770 THIRD
TO OBTAIN GRID AZIMUTH, ADD TO THE GEODETIC AZIMUTH
TO OBTAIN GRID AZ. (ADD)(SUB.) TO THE GEODETIC AZIMUTH
AZIMUTH OR DIRECTION
OBJECT (GEODETIC)(GRID)
MAGNETIC
7) = a
GEOD. DISTANCE
(METERS) (FEET)
GRID DISTANCE
(METERS) (FEET)
BACK AZIMUTH
NoT SHOWN To SCALE
8" BELou see aoe He lah suyntare
GRouND © ELEV= 7.27 rs :
= a6 STATION No. PAINTED
ELEV= 7.12 eee ees
== Ra y Teas
a it A = BY27-
a, WKS, 25)
)
Bd B
ic Wire = aac
NEW Two-STORY House
PRINTED GREY
“PARRISH — MARTIN"
aan —
DN re tre eee mee LIne
-- GUARD Posy No } Som) ge iasaes 2 a ey CIE
o
BASELINE
STATION 240+08.64 /S LOCATED ABouT
125 Mites WEST OF THE Holden 4
BeacH FISHING PIER.
SKETCH
FORM RERCACES DAIEORMS 31050 DESCRIPTION OR RECOVERY OF HORIZONTAL CONTROL STATION
DA 1octT aa | 959 ane Oe ea 57) WHICH or use of this form, see TM 5-237; the proponent
86 agency Is U.S.Continental Army Command.
Profile line 13. View toward east.
Profile line 13. View toward west.
87
COUNTRY TYPE OF MARK STATION
LOCALITY STAMPING ON MARK AGENCY (CAST IN MARKS) ELEVATION (FT)
LATITUDE LONGITUDE DATUM DATUM
CRORES) (EASTING) (FT) | #*6e3(NORTHING) (FT) |GRIO AND ZONE ESTABLISHED BY (AGENCY)
2204693, /50 wm) | 58483,/30 im |N.C. LAMBERT CERC
(NORTHING)(EASTING) (FT) | (EASTING)(NORTHING) (FT)|GRID AND ZONE DATE
(M)
TO OBTAIN
TO OBTAIN
OBJECT
GRID AZIMUTH, AOD
GRID AZ. (ADD)(SUB.)
AZIMUTH OR DIRECTION
(GEODETIC)(GRID)
GEOD. DISTANCE
(METERS) (FEET)
GRID DISTANCE
(METERS) (FEET)
NoT SHOWN TO SCALE
GRoun D
eves STATION NO. PAINTED
ON ROAD
BROWN w/
YELLow TRIM
GREY HOUSE aren ANN
J
W/ BLUE #789
& GRE
TRIM
"THE i
WILLCOX’S
#793 CRAG) On PROFILE LIN e&
13 MIDDLE Pipe
EPPS Maes alee SN)
Some aaa
I8EACH
BASELINE
STATION 2604+ 09. 8¢ IS LOCATED
ABouT 1.5 Mic—Es WEST OF HOLDEN
BEACH FISHING PIER,
SKETCH
DA FORM 1959 ANDUISS ON Roo rmairer DESCRITAION OR RECOVERY OF HORIZONTAL CONTROL STATION
wocates ANOS OMNIEES or use of this form, see TM 5-237; the proponent
88 agency is U.S.Continental Army Command.
Profile line 14. View toward east.
Profile line 14. View toward west.
89
COUNTRY TYPE OF MARK STATIO!
GAtv. PIPE 279+ 90.14 PROFILE /5
LOCALITY STAMPING ON MARK 0 AGENCY (CAST IN MARKS) ELEVATION (FT)
HOLDEN BEACH , N.C. 2779 +90. 14 7.07 el
(So
LATITUDE LONGITUDE DATUM DATUM
33-59 - 29,095 78-19 - 55.135 woRTH AMERICA 19271 1929 (M.S.L.)
(NORFAHNG) (EASTING) (FT) | te @-Saetabe) (NORTHING) (FT) |GRID AND ZONE ESTABLISHED BY (AGENCY)
2202725820 wm | $8217.970
(NORTHING)(EASTING) (FT) (EASTING)(NORTHING) (FT)|GRID AND ZONE DATE ORDER
TO OBTAIN GRID AZIMUTH, ADD ; TO THE GEODETIC AZIMUTH
| TO OBTAIN GRID AZ. (ADD)(SUB.) 2 TO THE GEODETIC AZIMUTH
AZIMUTH OR DIRECTION
' GEOD. DISTANCE GRID DISTANCE
} OBJECT Sate BACK AZIMUTH (METERS) (FEET) (METERS) (FEET)
NOT SHOWN TO SCALE
STATION NO. PAINTED
CN ROAD
)\ 2B S852
BS AEC
| BEIGE w/ it 4/ 3
BRown TRIM GS )OZ GIO
" SEA CREST" Qe GA 7a?
E = S18 2°
O#4F00 OW PROFILE Ling
IS Ai ODLE Pipe
BASEL WE }
STATION 279 # FGO./% IS LOCATED 4
ABOvuT 2.0 Micks WEST OF THE
HOLDEN BEACH FISHING PIER,
SKETCH
DA FORM 1 959 RE RC AGE SACALRORMS AG 5S) DESCRIPTION OR RECOVERY OF HORIZONTAL CONTROL STATION
1oct 64 ane PO a Si7/ WILE FA For use of this form, see TM 5-237; the proponent
90 agency is U.S.Continental Army Command.
Profile line 15. View toward east.
Profile line 15. View toward west. Note wave cut
scarp in toe of dune.
9|
TYPE OF MARK
GALY.
STATION
PIPE 300+ 01.94 PROFILE 16
LOCALITY
STAMPING ON MARK AGENCY (CAST IN MARKS) ELEVATION
HOLOEN BEACH , N.C.| 300+ 01-44% So (Se 7. 66
LATITUDE LONGITUDE DATUM DATUM
33-54 - 26.494 78-20-!8-781 NORTH AMERICA 1927) 1929 CM.S.L.)
+tNORFATHG) (EASTING) (FT) (EA6-HANGHNORTHING) (FT) |GRIDO AND ZONE ESTABLISHED BY (AGENCY)
2200734¢,.360 m 579736.580O N.C. LAMCERT CERC
TO OBTAIN
TO OBTAIN
AZIMUTH OR DIRECTION
(GEODETIC)(GRID)
GEOD. DISTANCE
(METERS) (FEET)
GRID DISTANCE
(METERS) (FEET)
Oop
W won
og ~O W
CS
OQ 0 ~0
ON N
CEQ SS
GREEN W/
WHITE TRY
"HARE
NOSTRUM"
#949
O#O00 ONS PRoFiteE LIwe
IS ALODLE pres
BEACH
BASE Le Bf |
STATION BOOt 01.4% |S LOCATED
oe N
ABouT 2.5 MILES WEST OF THE
HOLDEN BEACH FISHING PIER,
SKETCH
FORM RIE RCA CE Si DAUR ORMSESS 9 DESCRIPTION OR RECOVERY OF HORIZONTAL CONTROL STATI
DA O eyes =m | 959 ane eee eae 57, WHICH For use of this form, see TM 5-237; the proponent aon
92 agency is U.S.Continental Army Command.
Profile line 16. View toward east.
Profile line 16. View toward west.
93
COUNTRY TYPE OF MARK STATION
LOCALITY STAMPING ON MARK AGENCY (CAST IN MARKS) ELEVATION (FT)
HOLDEN BEACH , N.C.| 320495. // (Ey 125
LATITUDE LONGITUDE DATUM DATUM
THORENS) (EASTING) (FT) =a SFHN-S) (NOR THING) (FT) |GRIO AND ZONE ESTABLISHED BY (AGENCY)
2198659.160 ‘mm | 5759-120. \m (N.C. LAMBERT
(NORTHING)(EASTING) (FT) (EASTING)(NORTHING) (FT) GRID AND ZONE DATE ORDER
(M) iM) 1970 THIRD
TO OBTAIN GRID AZIMUTH, ADD 2 “TO THE GEODETIC AZIMUTH
TO OBTAIN GRID AZ. (ADD)(SUB.) a3 TO THE GEODETIC AZIMUTH
AZIMUTH OR DIRECTION
GEOD. DISTANCE GRID DISTANCE
ORES eae anode BASIC AIAN (METERS) (FEET) | (METERS) (FEET)
NoT SHOWN TO SCALE
ee ns @47 P
eae YG ain l= Bee
aav= 8:
oe : Laing B = SIG
<a B WK} POWER .
| y lm POLE CO BV Sp Sill
55 ) | I? GREY W/ RED TRIM
AND PORCH - “REDBYE"
F/O37
ID Ce
Be YN S7%500_
ee eee en 4’ HIGH
Be he uri |
~s => Prd
R Pos OF0O oY PROofi LE
RS LN 1s MAM OPL_e PIPE
BEACH
ASE LINE
ens 320 ¢+95.// 8 LOCATED
ABovT 2.9 MILES WEST OF THE }
HOLOEN BEACH FISHING PIER,
SKETCH
DA FORM 1959 REE IA CE SPOAMRORIMS 21059 DESCRIPTION OR RECOVERY OF HORIZONTAL CONTROL STATION
AND 1960, 1
1 OCT 64 ARE Ons ue En Up Cans} or use of this form, see TM 5-237; the proponent
94 agency is U.S.Continental Army Command.
Profile line 17. View toward east.
Profile line 17. View toward west.
95
COUNTRY
U.S. A,
LOCALITY
|rocoew _@enc , Wc,
LATITUDE
(HORPHING) (EASTING)
2196623.820 (mM)
(NORTHING)(EASTING) (FT)
(M)
TYPE OF MARK
GALV. PIPE
LONGITUDE
78-21- 07.582
(EASTING)(NORTHING) (FT)
(A)
STAMPING ON MARK AGENCY (CAST IN MARKS)
DATUM DATUM
an (ris)
(Ee6RHNGH NOR THING) (FT) |GRID AND ZONE
STATIO
34/+ 47.07 PROFILE 1/98
ELEVATION FT)
8.80 ity
TO OBTAIN GRID AZIMUTH, ADD TO THE GEODETIC AZIMUTH
TO OBTAIN GRID AZ. (ADD)(SUB.) R TO THE GEODETIC AZIMUTH
AZIMUTH OR DIRECTION
b TAN
OBJECT (GEODETIC)(GRID) BACK AZIMUTH SEOD DISTANCE SRIDICISTANCE
MAGNETIC
Zz [etree "?
cat a eee eS ae
ane 1 Pegs Bee
we! HP neg l © ev = O67
rian || i a Siren.
Brace m3 lee $7 {© ,
cameas 13) ] |S! raring :
= = . a aaa
M4 5 : cond J ELeU= 8:80 a:
| a Ig Ib Aired
ef OS, cor wie
2 :
SI BEIACH RL
a (le -
-\S
I oe
10
exe Ry ea eet
Saag QELEU = Soe)
= i (Ws
ee Se a
- aS
Ll DEsTREY ED
By EROSIO
Sel SEAL
BEACH
BASELINE
STATION 24/+ 47.07 IS LocATED
ABovT 3,1 MI WEST oF THE
HOLDEN GEACH FISHING PIER AND
Jusr East OF THE EAST SIDE OF
THE campine AREA:
REPLACES DA FORMS 1989
AND 1960, 1 FEB 87, WHICH
ARE OBSOLETE.
FORM
10CcT 64
DA 1959
96
(METERS) (FEET) (METERS) (FEET)
27. 88"
DANS
W
OFOO ON PRoFi Le ne
iS M'ihPpolEe PIPE
SKETCH
DESCRIPTION OR RECOVERY OF HORIZONTAL CONTROL STATION
or use of this form, see TM 5-237; the proponent
agency is U.S.Continental Army Command.
Profile line 18. View toward east.
Profile line 18. View toward west.
97
COUNTRY TYPE OF MARK STATION
26040207 PRoFWe 19
LOCALITY STAMPING ON MARK AGENCY (CAST IN MARKS) ELEVATION (FT)
LATITUDE LONGITUDE DATUM DATUM
33-54 -/8.80/ 78 -2/- 29.354 |NoRTH AMERICA 1927| 1927 (.S.L.)
HOREHING) (EASTING) +EASRHNS) (NOR THING) (FT) |GRID AND ZONE ESTABLISHED BY (AGENCY)
(NORTHING)(EASTING) (FT) | (EASTING)(NORTHING) (FT)|GRID AND ZONE DATE ORDER
baa EE a ee
TO OBTAIN GRID AZIMUTH, ADD ° TO THE GEODETIC AZIMUTH
TO OBTAIN GRID AZ. (ADD)(SUB.) = TO THE GEODETIC AZIMUTH
AZIMUTH OR DIRECTION
GEOD. DISTANCE GRID DISTANCE
eC aSu aaa BACK AZIMUTH (METERS) (FEET) | (METERS) (FEET)
= 65,79)
=) 127.677
Ga NWInCoE
es |
= e GREY W/
~ “RED TRIM
== eee = UY, ee:
ieee \W—_ (c) EveD = 19.24 Li ny
Ss ih 2 CH
) 4 rer Mle a)
mals
3
0400 OW PROFHE Line |
IS MIDDLE Pippy
-ye \
OX Ae hike
J
i
mee ee i
BEACH ; |
BASELINE N
STATION 360+ 02.07 tS LOCATED ABouT 3.5
MILES WEST OF THE HOLDEN BEACH FISHING PIER,
ANoO at THE END OF THE PuBLiIC ROAD, JusT
‘ WEST OF THE LAST TWO HOUSES,
4 SKETCH
DA FORM 1 959 REPLACES DA FORMS 1989 DESCRIPTION OR RECOVERY OF HORIZONTAL CONTROL STATION
AND 1960,
1oct 64 AA OAR eee 57, WHICH For use of this form, see TM 5-237; the proponent
98 agency is U.S.Continental Army Command.
Profile line 19. View toward east.
Profile line 19. View toward west.
99
COUNTRY
TYPE OF MARK STATION
U.S.A. GAtv. PIPE 380+ 02.04 PROFILE 20
LOCALITY STAMPING ON MARK AGENCY (CAST IN MARKS) ELEVATION (FT)
HOLDEN BEACH , N.C.| 380+ 02.04 Sp UT
LATITUDE LONGITUDE DATUM
33-54- /4..937 78-2/1- §2.62] NORTH AMERICA 1927
tNOR-HHENG (EASTING) (FT) (=r SFtH-S) (NOR THING) (FT) |GRID AND ZONE
2192831.270 (M) 56721. G80 im |N.C, LAMBERT
(NORTHING)(EASTING) (FT) | (EASTING)(NORTHING) (FT)| GRID AND ZONE
DATUM
1929 (M.S.L.)
ESTABLISHED BY (AGENCY)
CERC
DATE ORDER
"TO THE GEODETIC AZIMUTH
TO THE GEODETIC AZIMUTH
TO OBTAIN
TO OBTAIN
GRID AZIMUTH, ADD
GRID AZ. (ADD)(SUB.)
AZIMUTH OR DIRECTION
(GEODETIC)(GRID)
GEOD. DISTANCE GRID DISTANCE
OBJECT (METERS) (FEET) | (METERS) (FEET)
Ofc0o0 ON PROFILE Liw€
4S NORTHERN MosST ApoE
No PHYSICAL FEATURES TO TIE TO,
AY STATION 3BO+ 02.04 %/S LOCATED ABovT
Zope! FEGIAIWES TI On) Tec eS Ne
HouSES ON WEST END OF BEACH. SKETCH
FORM REE CACE SID AVEORMSAIOS 9 DESCRIPTION OR RECOVERY OF HORIZONTAL CONTROL STATION
DA Vinee sal 959 ane LO eet) vo: tla) For use of this form, see TM 5-237; the proponent
100 agency is U.S.Continental Army Command.
Profile line 20. View toward east.
Profile line 20. View toward west.
101
COUNTRY TYPE OF MARK STATION
UL SAG 400 ¢ 50.G/ PROFILE 21
LOCALITY STAMPING ON MARK AGENCY (CAST IN MARKS)
LATITUDE LONGITUDE DATUM DATUM
33-54- 10.979 73 -22- 16.454 NORTH AMERICA 1927} 1929 (1%.S.L.)
tROREPHHHO) (EASTING) (FT) (erOHiabtos (NOR THING) (FT) |GRIO AND ZONE ESTABLISHED BY (AGENCY)
(NORTHING)(EASTING) (FT) (EASTING)(NORTHING) (FT)|GRID AND ZONE DATE ORDER
TO OBTAIN GRID AZIMUTH, AOD i “TO THE GEODETIC AZIMUTH
TO OBTAIN GRID AZ. (ADD)(SUB.) 8 TO THE GEODETIC AZIMUTH
AZIMUTH OR DIRECTION
OBJECT (GEODETIC)(GRID) BACK AZIMUTH
MAGNETIC
GEOD. DISTANCE GRID DISTANCE
(METERS) (FEET) (METERS) (FEET)
NOT SHOWN TO SCALE
O+00 eN PROFILE UNE
‘3s MIObLE Pips
oO Onin 400+ 50.0/ IS LocaTED ABOUT O.8 MILE
WEST OF THE CAST TWO HOUSES ON HOLDEN BEACH,
THERE AE No PHYSICAL FEATURES TO TIE TO,
1 SKETCH
DA FORM 1959 RERCACESIDIAURORMS 21859 DESCRIPTION OR RECOVERY OF HORIZONTAL CONTROL STATION
AND 1960, 1 87, WHICH
10CT 64 ARE BESO Ene . S or use of this form, seo TM 5-237; the proponent
102 agency is U.S.Continental Army Command.
Profile line 21. View toward east.
Profile line 21. View toward west across Shallotte Inlet.
103
APPENDIX B
BEACH PROFILE DATA
This appendix provides the edited beach profile data for each profile
line measured during the study period from November 1970 to December 1974.
The benchmark used for each profile line is indicated by the zero with
positive distances in the seaward direction. The vertical measurements
were referenced to the National Geodetic Vertical Datum of 1929. All dis-
tances and elevations are in feet.
The heading of each data colum provides the year (yy), month (mm), and
day (dd) of the measurement in the format yymmdd, as well as the survey
number.
104
g°ee
goes
o°le
Lcbe
is
S*2e *gle ere 9°20 *sne G°de °926
£°2e °0S2 gele n°2e °Gte n°2e °u06
{2s "cee °be 1°2e °See {°¢eo "gle
z2°2e °002 octe o°te "ove ee on ¥-4
2°2e *oti S*2e ove a? be 6%e "Gat o°le *G2e
o°le °ost Hote "sat 2°ee °g22 9°2e °06t acbe 9°e "Ost b*te "une
o'te Gat arte ost @*es 002 ego SAT atte ¢° °set @°te gah
2° "00s (0 °cet e°es °Sdt L°t=e = OST S¢te a°t "out 2°l=e ust t "ly
2°2 "ol net "oot {°te “ost nee *set ote 6°2 °Ga 2°te ®o2h f "08
0°n °uS S¢2 "Sh g° °S2) 2°s °008 z° 6°¢ "0% tobe 6008 £ sag
9°S *G2 6°¢ °0s t°2 005 eve °G4 o°t 0°S "2¢ o’e "ng f *9S
hay “0 Te9 °c2 bon °GL “eg °0S ven 9°S °Gé nee °sd ne °0S
2% *ge 9°9 *” n°s °0s 9°S "ne 9°f $°9 Mf) 0°4 "0S 9°2 *se
tee °nte red "oe v°9 °s2 e°9 °0 g°n 6°9 °ge n°s °G2 9°s °0
9°9 “gle 1°@ *¢I\e 4°9 °0 o°£ °Ote @°9 S°4 ®2he £°S ay n°9 ®*¢e
2's °phe Ror "ate 4°9 "gle t°9 "ale 0°64 6°S *Lie o°4 gto Lek "Ele
o°% °one es °e@ne S°sS °Q2e 8°9 *9\e Gow 2°¢ "eee 0°9 eyte 1°9 ®2a2e
0°9 * Se 9°9 °gne £°S "ane 6° "fe 0°S 0°s "ote vs ®\ne 0°s °nhe
n°9 °gSe a°s *"Gue n°9 °\9e £°9 °6Se s°y 9°9 °U9e £°9 °u9e 9°9 *19e
s°@ °99e €°@ "99% 2°@ "Ege 1°@ "990 2°u 2°e "90 te 6998 £°a "age
eeaec eo een ee @eereea ee @Seae2@ So2e20 Se®eeea e2ace @ee088e0 eeee
41 AAMS 91 AAYS st AAUS nt AAUS at AAS 2s AAaS N AAS ot AAUS
{tno2d ava Oefu2e Jivd go202d 4alva GOtO2L Ilva ntette giva 9001Kb4 alvo bEwotd Qava 60A0ts Blvd
*0Se °00¢ g°¢eo *Glé
°s2e n°zge °0O08 °oL2 Geer *use °fe *u0n
"002 S°le "ste °0S2 2°ce *Ge¢d f°de °odb G°Ge "Sat
"gLt w°te %ys2 °S22 fees °u02 9° se *ucs 2°2e °0S6
°ost ofie = * 22 °002 o°ee = =—*gat gto 9928 S°te 86° aet
"set ve2e *v02 °Gat nee *0S) S°2e °0UE o°le 008 Lote °00g
*o0t d°te set °ost g° °Gel bee °Sh n°@eo 4 fete "ele
°Gd 9*t= 08h °cet e°2 “vot o°te 092 b°22 =" 0G2 «° °0s2
*0S note °G2k "00% 4°eé °f6 O°2e 8 °se2 °e °g2¢d °t °6¢2
ig2 nee "008 °GL 978 °99 S°te "ove 4° "uV0e n°2 ave
ie o's "Sd °0S 6°S ws 9°e °sat ns °cel ¢ °sal
°0 eg °0S °Ge u°9 "0S ors °0St 9°e 20a} aee *ost
"tle £°S °S2 *¢t £°9 °G2 a°2 "Set 6°S ongt an °oet
°Ste e°9 oct a) s°9 out £°n a £°S ogtt L°s Sout
°y9e nest a?) °0 nous a) e°n °no 9°S *n6 6°S “fo
2eeee @eaeseee eaeca Baeeeaedgd 2®e2ee0 @eaee2e0o Q2ee08 @eeeee 8280 Se2®eeee0 aac® @eeeee scese
6 AAMS C) AAUS 4 AAMS 9 AAYS s AAMS f AAUB £ AAUS 2 AAUS
4090bL 41V0 0tG0te Alva gonots Jivg oofots Jiva goeobe aava nttots diva otetod qivu 2btsod a1va
' gnli
105
6°2e
\%2e
2°¢e *o2h nile
\o2e *v0l Re
ote °Sk 9°2
Ch °uS ton
9°2 *se 2°
G°n a) nes
2°s "gle n°s
Bes *nte 9°9
9°6 *a9e no
sf AANS 2g
40t0nd Alva Goerge
Se AASS ne
steogd diva Gte2okd
ee
WoewWmnmmeMIcome
eeeeeceeeece oe
mwa a7 7m" "enn
Ve
eo0utgd
0°fe °6d
n°te °0sS
e° °Ge2
tee °0
WG *O@le
6°2 "She
9°n °SSe
9°a "090
S°6 "99
@2e2e2ee8 ®ee8
0¢ AAUS
60g0f4 3iva
to ant
9°2e "she
I°2e "0b2
n°t= Gee
2°fe °002
0°fe °Sdt
9°Ze °ost
2°2e °s2t
6°%e °008
ye °Sh
£°t °0s
s°2 °c2
4° °0
2°s *Gie
n°9 "1S
£°e@ °H9e
Le LD an
y°de °00}
9°ce= °coL
2s °ss
9°h *S2
4°e °0
6°e *gte
g°h °ere
n°S *ene
Leer 5 *ise
n°o *y9e
eecese ease
62 =AANB
2veogd iva
g°ee °0Se
Lc°es *G2e
e°te "002
g°ee *SLt
o°ee *0GI
g°es °s2t
4°¢e "ont
meee fad
Bebo" == 900)
Jo °29
£° °0S
0°e °S2
o°n °0
eon *gte
g°s *o2e
0°9 °9Ge
£°6 °E9e
9°e@e
9° To
o°t
e°2
0°n
0°
S°n
2°9
0°6
Seecaee
ee
Mbougs
eomnsen—-—enem
)
e
e
6
0
6
4
\
4
£
Joe wwowweroacn
g@owwowmnoaqareyn=
eeceee
um
ee
ee
no
ro
-_
moon Fes FS
@o tr w=
e
~
-
8
92 ANUS
Apesoks aivd
6°2e °gue
f°2e sae
T°2e °ose
6°le *G¢2
2°20 *n02
G°2e °oat
2°20 °ost
Q°le °set
0°0 "aot
nt °Sé
R°2 °09
n°s one
6°9 °6
wee °0
Ved *ge
0° "Ele
9°9 *Ltbe
9°sS *age
es °tne
9°9 *ane
0°9 °2Ge
£°9 °ose
n°@ °a9e
at AABS
609024 3a1V0
106
c
e
NK OCOMWWZOO—om
eeeeees ee eee
CeCoroacemnmnu-s
6°s
ececeeee
Somraoaooo
AR FOWNTOF TF
9
OVsotg
On
coetne
30
ee
6
mec
.
os
=
eeee ee ce
eoooracovanc
Me cownmoc
4
BOn0td
e~ On-D- CO oO
eaorosran=—
a
a
8
co
Lal
Of60nd
ANDO IONDOS
ee ee e © © © © o
Coooroaooaocoor
Lee LP
e°ge
g°¢ée
pees
g°te
6°2
aTew—— ec
=
MAMaR RK OFOMAR WC =
ececoz2
6
gogo.
sek
"008
*sl2
°0Se
*G2e
°00e
*sat
°ost
*s2h
®oot
°SL
°0S6
°\n
"oF
"oft
°s¢
ol
a)
AAHS
alvd
°o0st
°set
00s
°0@8
°un
°22
°0
°gfe
°0¢s
®°one
°Q990
AAS
alva
6°2ge °0u¢g
S*2e °Gée2
b°2e °0S2
9° he °Se2
I°fe "002
gce ‘cat
{%eo °Obs
Tee °sél
te "out
OR °Gé
0°S °aSs
0°9 OL
t°6 °nt
2°6 °ot
£°6 °0
£°r
OnmF—O-—-—OD
e eee eee ee
woUrFwnwawsuwy--
9f AAUS
tundn, diva
e
t
i}
£
4
oF
6
6
6
MN Me KF O MIAO
8
0
al 8
u
8
8
nvetoe
emewo asrdo-=<-f cc
oT ecMImManwe—sBw
*sle
*uSe
"Gee
*00e
*cdh
*osh
*s2h
*o08
"06
°49
°\n
°0On
et
®et
Of)
AAS
aavd
°S2t
"uot
°Gd
°oS
°¢62
on
oy4te
®¢ne
°49e
®yQe
AAMS
qiva
107
JVIowNon—-rg7T
eccereseeecs
@omwwm onus
*Glt
ost
"gee
"v0E
"cle
*ose
*se2
°002
"691
*ofl
*2tt
"00s
a
2G
AAMS
ava
AAS
ava
he
Steotd
91
Zigo0ed
*Oun
“olf
ost
"ott
“ou
*sle
"0S2
*ce2
"002
"291
"Lat
"sth
oot
"Lb
’2s
AAS
alva
oun
°olé
*0SE
°cee
"o00¢
*ole
°0S2
*se2
*ov2
"oul
"ost
*oit
“tol
"ue
°2s
AAUS
alva
or r2mwmaacm
eeeesoe ee
@owmwrrorwnn
fe
Styoge
eeceeeecee
eoocmwmoomoo sw
mMeomonavcomIsyryn
st
go20ed
*00n
"Get
"USL
"set
*vUEg
*Gie
"use
*Ge2
*v02
"Git
"ost
"act
°s2t
vot
°Le
°2es
ANUS
31VvG
AAS
3190
22
Vreree
Pere WONMNoMnIIFwmNm
eeceeecees
com@eoaaooromu=
ua
fotoe
"00h
°GLe
°os¢
“cee
Ud y
"042
"On2
"L412
*002
°cal
°ost
*set
“out
°Lh
°2sS
AAS
d1va
2
2
3N11
ant
°n
ces eee oe
TUF CMM e
MK KF Oe NKYAWMS O
e@eeeeecee cs
ooaeoocaoo re
ut
ntetse
°00n
olf
"ust
°G2e
"00k
*ele
*292
*0Se
*G22
*v0e
"oll
"ost
net
“ett
"00h
"te
°2s
AAWS
Jiva
ANS
31V0
~
eeeeec
@aerooonov aznu-—
av,wewooMmeo
02
$0e0e4
"Oug
"Owe
°os2
*oLe
*gu2
*0ve
"tel
09]
°oal
ba 9 |
out
°4d
"2s
AABS
giv
TrFeoeorennmaw
eeeee eee
@oqaomw=—
ol
@290e2
--oomeyvyrrszssg
ecoaemoprrtaocoo c
im
Wierd
ya
*uSt
"get
ook
"Gle
*uGe
*92e
"ude
°2e
°gSh
"oft
htt
"001
°4l
°2s
AAS
4ivd
ecee
mauwosuwe-aDIt
rneDvorc omnu-
Mme—DOWUNMIMwWOWWO
ee ee © © © © © © © oe
Fouonmroonnvoconn
ol
e0ROTE
"oat
°0St
*"¢ee
*oue
"ose
*0se2
"Gee
4
°sat
*ont
*ont
"cel
out
ag
°¢S
AAS
aiva
108
v°2e °G2n {°fe "08h
9°fe “oon g°te "ven n°2e °Sén
9%2e “cue bfe °GLe 9°te °00n
Rte "ose fre "ose tte °S4e
UY °Gee 0°O "S2e (40 "OSE L°ee °06n
re "00s as "yds 9°71 °Ge¢ g°¢e °S2h
1° "Gee e°2 “ude s*°@ °00¢ 9° le *00n n°ée °u0n
Ca °0S2 L°n °292 6° "GLe o°be= *GL o°se °Slk
12 "nee vot *9c2 O°ts *0s2 wee *oSt S°be =u Sh
aon °o02 6°ot *0Se2 2°04 °S22 nee 9926 9° te Sab n°2e °eee
Led *L02 6°6 *G2e e°@ °002 o°o °00£ n°te 008 Ile *00€
9°8@ *s02 4°9 °002 eed °Gal s° *sle °e *Gle {°e *s42
L°@ "002 Chas *Gil 2°2 °ent bes °0S2 s° °uSe o°y °nse
n°a "rat a | “ust £°@ "est o°t "S22 e°t °s2e 2°2 °cee
ned "ont S*y "oot nea "set 4°e °002 bse! *u0e 2°s nue
n°@ °s2l £°a "Set 6°@ *00t neg *261 neg °vual $°9 "oot
a°@ “oot 6°98 "001 S*°6 - 4°S °y9) $°9 2094 n°9 "Sgt
S*6 "OL a) °S6 0° °2s eed °0Gh 9°@ °ush 9°@ net
1°6 °os n°o ®ve 1° °08 e°u *G2t nee "sek 2° °set
0°6 "Og o°@ °Sh {'6 °v2 o°u v0l 4°@ 00s 1°@ "out
£°6 °oe £°6 *02 V6 °6 2°o °ul t°o Sad £°o Le
°6 am) 2° a) S°6 °0 9°u °2es o°u °2as 9°R °a5
eeee2s Seso @eeoeae02 sea Sea eereeeo bes® eeeeeoa eoaoe eo
On AAS of AAMS ae AAYS “et AAS 9f ANUS sf ABS ne AAwS
fOetnd 4lva Of60n4 FLva 91eund Alva ofSOnd 4ivu Tonon, alva n0fOne qiva HO20r, 3190
ecce
2 ant
wees °00n
abe "SLs L°2e "Sen
6°2e cae o°s °0Sf 4°fe *u0n 2°2e *00n
Leta °ose L°e *see n°ge °oéet ete out Q%}o 7a
1g *0Gh 9¢s °set e° "004 9%2e °0S¢ £°le °uSE in nse
2°2e *s2e {10 °n0f v°2 °Glé 9°es °s2f 9°fe °GcE L°e °62e Lee °see
ite "006 9° °6L2 0°¢s *0GS2 o°e@s = UNE fee °uuE 2°e 008 Poo ed 9
o°4 “0e2 9°2 "0S2 0°S *s22 gte °sle ye "S42 s° ®ole 9° "See
n°2 *0Se 6°¢ *se2 v°9 *ste ret *uS2 e° °0se 2°54 °0Gée g°t *as2
{°n *so22 2°9 °ovu2 @°sS "002 tee *S2¢ 9°t °o¢2 o°2 °G2e 9°2 °ge2
e°s *002 9°9 °sol £°S ay a) ect *002 6°2 ®ove yg °y0e 0°n °002
2°9 "gol 6°9 "cut 4°9 ust oon °sit £°n °gat o°n a} 0°s °gul
£°9 °6Sl 0°9 "ost e*g °nnt Chad *ust Lia 4 °ent 4°46 °gnk Oa) °091
9°9 °ust $°9 "ost 9°@ “neh nee °oft 9°@ °sat 9°" °Qg) £°@ *ost
£°@ °cet L°A "cet 1°@ "g2l 1°u °s2k 2°8 °set £°u °cel £°9 eett
6°@ *00t 9°@ "00% 9°g "001 L°e *v0t 6°8 °out Cha") *v0t 0°@ °out
no °Lk 1°6 ws 2°6 PLL 1°o 4 £°o °lh 2°’o eee 2°6 °Ls
9°9 °2s 1°@ °2s S°@ °2s S°u °eG 9°9 °2s 9°u °2S n°@ ° 26
Beeeee 2®e2eo6 Seeeee e2ea2 @eeesS eeac0
cf AAUS 2¢ AAUS VE AAUS 06 AAUS 62 AAUS ee AABES 42 AAMB 92 AANS
40t0nd diva so2tg4 3aiva g0ulee aiva o0v0ts Alva 2tzoge iva M190E4 31V0 ftnoge Java mefgued J1Vd
@ 43nli
109
e’te = uSE ne2e "Gtk O*ss "See abe = 055 g°ée = *uss L°2e 896° OSE
C*te see nete "ose Ize USE 0°te Seg 2°be sag S*te Gee £°fe 9 0G5 2°22 UF
S*%e "vos O°te *cee bohe *Ges OPO °00¢ nee 00k nee "out n°2e Get {°te "G42
(30 *sle2 Ste "n0€ Ze "00E ve *GL2 n° "Sle s° °GL2 {°be 2004 re nse
6° *0S2 2° *Gle ne "Glee es "0S2 wot °uSe2 os °Ube {°° "Cle a°t °e22
act *s2e 1°2 °0S2 2°41 °uS2 2°2 "S22 9°h *s22 2°t *ni2 "° °uSe £° *n02
o's °002 Ve2 *Gee POF °S2e2 S°n “002 g°n "002 e°t °Se2 6° *S2e ut *nal
S°n “oat 6°9 *n02 L°n "002 T°9 "get 6°S *oal S°¢ "ove 6°I *un2 e°n °zst
s°9 °49t 9°9 *oul s°9 *0el neg "eal s°9 "gut n°9 "941 27g *sut L°n *ost
4°9 *2asi a°9 ®*oct s°9 "SSI $°9 "sst 9°9 °Est L£°sS °nst £°S °0sh £°S ost
b°9 *e2s 1°9 "eet Bes *o2k 6°S *aet 6°S *g2t 6°S "eel £°sS °ogt G° Os °eet
aegt ®etl pees "att e°st eats egy "oll nee *otl ngs "02) mest *u2h Hees "ot
begt *2ti o°gt eats 6°e2l e2ti o°gs fet o°st 2th o°¢s e2ut o°eél eeath 0°Cs ait
Secess 2525 @=e22e0@ seem @eac0eqn 2508 ®e6een Boe0 Seeece eece
at AASS 91 AAWS gt ANUS ot AAS iw) AAUS at ANUS a AAMS O1 AABS
Cino2d Jiva 41g02d 31va g020eL Jiva fotozes Alva ptetis 9u01TL J1va WEvOls Jivd 608014 a1V0
by 59
°0St y°de USE
*G2e 6° le °S2e g°ze °os¢
9°2e °0St e°2e *Gnt 4°20 °OSt "008 e°le "008k T°2e *oeet
ots *s2t 0°%2e "Gee e°ee "Set *sle L°2e °Geg 9° "sue E°te "n0¢
G°te 008 Lele °00€ L°te *"ouEg *0Se ete °v0E @°e °use fe "64e
gee "ole note *cL2 f°le °oL2 "S22 Z°e ay a4 £° ®622 theo °0S2
fte *0se 6°e °0S2 o°e *0S2 *002 9° °0s2 ie v0e fee "S22
ee *g22 G%e *c22 g°e °G2e °sal bey °Gé2 e°s "eel t¢ ove
n° *v02 g° *ove2 Ve *002 °29t 6° °0ve o°t °4ch £° Got
6° "SLi o°s *cat o°t ay °ssh OD °eul n°n *gnt a° °o4s
n°2 "ost t°2 “ost 9°2 0S} *2nt 2°2 "ASI a°as bh a) a°e °ént
2°n °2et nen *agt e°n not erst n°s Sunt 2°at oll t°9@ °ont
s*¢gt "225 9°Es "yet a°st “sah °G25 9°Ch wat at Ova a e°et °ogt
o°2t ara a} 0°rs eats o°2t "2th *ets nee e2att e°gt oats e°cs eau
eeeees 8Se20° @Seeeeace eee Beeeees ese2e8 @goae ee eo @seeece Se282
6 AAHS AAUS L AAUS 9 AAUS & AAUS AAUS £ AAMS 2 AAS
g )
409082 diva OVSotL 31vO wOnote Java 60f0ts diva g020td iva mbtot, giva mbevod qiva 2ttto4 3iva
£ anit
110
mu OOF mom
NOrFINNGS oO
-—
2¢
Goewed
n2
Steore
ose
*set
out
°sie
“ose
°e2e2
ole
*9ne
*ov2
°cat
°ost
"Let
*ott
Pett
AAS
aiva
ec eee © © © © ©
mamonooniwisaem
KNOOMREFNMNODe
“—-
hy
wOuTE.
£2
strogd
°Gdt
"OSE
*seet
00¢
°Sleé
"0S2
*Gte
"See
"002
"ues
SoA
“est
*g2t
“att
°2tt
AAUNS
4ivd
*o2n
"v0n
"Godt
OSs
*sen
"o0g
*Glé
"use
°S22
°v02
"vcs
°oSt
°oel
"4th
"ett
AAS
31V0
L°2e °OSE
L°te °cee
dts °o0¢
«° "642
aot *0S2
ese, "G22
o°s °002
(400) °Lat
e°S °4st
9°9 "o2l
o°sy "att
org) PQb{
o¢ AAUS
6080f2 Jiva
€
0°¢e °S2h
n°2e "00h
fle "GLE
bce °0S¢
G°e "o2e¢
&2 °00¢
O°; "She
0°2 *0G2
s°¢ °S2e2
res °002
£°9 °Gdt
e°9 °ost
2°9 ont
2°es "alt
tess "2it
22 AAUS
Vieted diva
pore *s2ee
g°ee "008
o°ee 4
Six °uS2
e°k *$22
n°s °00e
4°s °zet
6°S 2st
2°9 19)
peat ents
2°at "ett
@®e2een Goose
62 AAUS
2té0¢€2 jiva
soca
anti
e°ne *u0n
g°er "Slt
g°le °ucs
eo "Get
q°e eon
2° "Sle
n° °uS2
u° °G2e
ot *une
o's zal
s°9 °991
4°9 °sSI
e°9 *gel
reat "ett
reat eett
@e2e2e20 ge20e8
v2 AAMG
62600¢eL Jiva
°00n
°SLe
°0S¢
°Gee
"0uE
"Suz
°Sde
°0S2
"S22
"002
°sal
°ssl
"oet
"ett
°2ki
AAwS
diva
®oai
och
*o2et
*o0L
°Gle
°0Ge
"gee
002
®4lt
o,sh
“eek
"ell
°ett
AAUS
alvd
"sen
*00n
*Glt
ust
°g2t
*U0L
"gee
"ole
°0Ge
°Gee
°00e
eh
'osh
yaa
full
eet
AAUS
Jivg
e.e
e
>
w
om
°
sum
AUN AMM STAT OCO
ee °
mane otTN ee
°
o
J
=
°
K
-
—
92 AAUS
gefold a1va
1
2
£
h
9 °gsat
Q
t
£
--
e
D
=
"00h e° be *00n 0°¢e °0Un o°¢ee *00n 2°20
°Sde tee *olt 0%2e °GLe 0°2e °Glt Ca
O'ns °0St w°fe "ost °0S¢ 9° he ust 9°%e *0o¢ O*}e "USh °e
@°ee “cee 9°2e “cet utes °G2E "See Tehe *S2h s° °oek ve *o2k gte
Ihe *008 atte "00F L‘e 008 "00¢ gre 008 o°y "OS e° 008 0
ne "Sle 0°0 "GL2 ce "cle °GL2 feo *sle bey "G2 B° *ole {c=
0°2 *use o°t "vuS2 n° "0Se °0S2 9° *0Se ° °0%2 ian 9 *uSe a’
9°n *s2e z°t *see esal *G2e "S22 AOD "S22 el *Gé2 nee *G2e g°l
{'n *v0e2 neg *ovu2 £°¢ *voe "002 o*h "002 “es "0v2 n°n *u0e ne2
o°n *261 G°n "261 0°n "Gol *¢gol e°n 26) 9°h “fot g°s #261 0°¢
6° "16h 6°6 “tet o°ut "Tot "tor peut “tol 0°O) *tol vot "tel bok
6 AAMS C) AAUS 4 ANUS 9 AAUS s AAUS ANUS £ AAUS 2
409042 iva Orsotd 3a1va wOnmdld Jiva 6ofotd Alva e0e0bL Alva nitor, giva nvetod atvu EvTsOg
fh 3NnI7
Q°2e °Gén
9°2e *out n°2e *v0n 0°2= °00n
nis "Ost L%e °Sle "GLE
s° *see eco "USS "0s¢ G*te °Sat A°2e
o's "OUF ° °oeg "Gee 2°2u °09¢ 4°20 "008 S* te
“et "ol2 Go "uot "00¢ Ste "Gee “° "cle Bee
9°2 °0ce ey "sie o°U °SL2 Le "Oug vee °uSe 9°
“ee "cee 4°e2 "usc2 S%2 *Gn2 o°t "G42 0° *G22 ect
L°sS "0v2 O°n *S22 bes "022 4°2 °0s2 9°n °002 °c
9*9 "ool 0°9 "002 9°S "002 n°g "922 O°%% *nal 6°s
0°a "sot SL ay a} veg °oat 27k "002 ned °gct e°L
6°8 "ont Ged "24S eed "ost S°h om 6°9 ust 2°L
6°9 "ect 4°9 "USI e°9 "rst 4°9 °9G1 2°9 Orr a B°9
§°L "gel Gork *s2t g°2 *aer neg "eal o°9 *G2k s°9
rest “ott o°gt *oTh o°ss °LVt 6°2t "abt vat *eth o°2t
2°ss ra e°¢ct fetl r°Ss "ett tee) "2it £°Cl eeth 0°ss
@Seeeeee e2ee8 @Seese0 Bees @Seeaeee ea2een @eeeeeo @& ea Seeeae2ea sac® @eeee2e0
On AAUS of AAMS es AAUS 4g AAMS 95 AAUS s¢ ANUS ng
fuetne 3lva Ofoond Arva 9teund Blvd OfS0nL Qiva Vonond aiva nOLOnd Javu poZond
Il2
"cen
"00n
"ole
"ose
*see
*v0E
"cle
"0Se
*G2e
*002
“261
"tol
AAUS
Jiva
S*2e ’Gen
2°2e °oonr
6*ts= "ole
note °oS¢
2°le °cee
Gee *00¢
2° °al2
o°t 092
te2 °see
a’ °0v2
9°r "Fol
2°Ou *tol
®eeease e228
ne AAUS
sleotd aiva
{°fe °0Gn
Stes "Sen
0°2s *oon
Q°%fo °SLe
0°2e °os¢e
0%te *Get
Gees "Ou
G° °Sole2
Ch °0S2
et *G2e
g°2 ad
“es "261
2°04 "tot
°uSn
"Gen
*O00n
"Sit
"ust
°G2e
*u0t
"Gl2
"0Se
*See
"v0e
a a-m)
"bob
AAS
aiva
°0Sh
°Sen
*00n
°oae
°0OS¢
°G2eg
"00§
*sle
°0S2
°Se2
"002
°not
"tol
AASS
diva
n
f
g°ee °Sen
ooh *00n
(OBO Gut
ee °USt
(20 *oen
£° “vot
6° "old
e°t “nse
27k ere
“eg °402
6°9 "Goh
2°ut 2h
2°ut tol
he AAUS
e2o0ed 41vd
ani)
“cts °00n
g°ee Slt
e°se °uSE
g°e °oee
BY 00E
6° °SLe
act °0G2
g°e °G2e2
9°h 002
Ven *fol
2°ut tol
at AAHS
pbetbe Aiva
°0Sn
°Gen
°OUn
"G4
"Ost
cee
"Ou
*Sle
°0S2
°Gee
°0U2
°2ot
°tot
AAYS
aiva
°OUn
°oee
"0S
*See
"OUE
°Ge2
°0S2
°G2e2
"ave
°2ot
"tos
AAS
4a1lva
aaum
n-
cwz
6
i
4
e
w
n
é
c)
s
é
*00n
"oat
°nSt
*see
°ouE
°642
*"0Se
°ce?
"nave
"gol
°2o0t
“tol
AAYS
alva
113
Q°2e °Sé o°e= *Sin
n°ee 'uSn ne°2e °0Sh ates °0Sh
L°2e *o0n bee *G2n @°le "Sen s°te = *S2n 0°¢e "Gen g°ée *o2n
12s "Gif G*te "00n {le °00n #°° *00n o°te "00n vole °u0n
2°te "ost o°te "ole bce °S4e ue "Slt G*te °SLt f°le *Glt
te *cet nes "ust s°s °0S¢ y° °0ch L°e °os¢ Se *uSt
2° "ove ie °G2e ye °62¢ (}2 °o28 Ze "Ges gto “G28
(ye "ole s° "ude 9° "v0¢ 9° "ou ee °OuEg ¢°e °008
get *0S2 eu *sle e°t *sl2 yes Sle L° °GL2 s° *Gl2
6*t "Gee a°4 *uSe 6°t °0S2 9°h oy net °0S2 4°) *use
"G22 ae °Gee2 dee *Gee 9°2 °Ge2 eae: *o2e
*v02 o°s "002 e°n 002 nen °0v2 n°n *00e
"Col 2°s "Sot oon *gol 2°s "20h 0°s °261
"lot tos “Tot z°ut "teh n° Ot "lot 2°ul "hol
Seen e8°2ee eoce =seéeacca 2220 @eee2en0 e008
On AAUS of AAS ac AAUS 4g AAUS 94 AAUS sf AANS Un ARUS
co2tmd Jiva vgeond alvu 9180nL Jaiva o£SOnd 310 Vonong, diva n0gond Qiva pozZ0h, 31Vvd
wace
fh anid
Lee *v0n L°2e "Toe 9°Ge *00n 0°¢e "00h n°ge °00n
Ieee "ole 6%tle °oLt a°le °cle f°2e She pote °ols V°ge Gd {°Se "png
Ste "ust t*le "0st gre "0Gh i°le *os¢ hl ust 9°fe °ose 0°2e ust n°2e °Geet
{°s ®oee gee *set (VO *See Teese °oee L°ee °oee °o "G2 Tete °nut
s° °u0t a "0uF QO °00¢ robe One n°ts °O0u¢ nee °U0E Tee 642
6° *cle at °cl2 s°t °Sh2 s° "Sle s° "Ske ere *6l2 L° °ns2
s*t "0S2 9°2 °0G2 g°2 "ose 2°2 *uG2 nee "0S2 gfe ®0G¢ ney *¢22
9°2 "Gee ag *s22 oes °S22 wen °Ge2 2° °Ge2 u° "¢2e 1°¢ “ove
0°n "ude 9°S "ove 1°9 °002 wg °002 8°n "ove a°e *0ne 0°S “Gol
1°9 “26h a°9 "261 L°9 *2ot s°9 *2oh £°S °2ot V6 °tob 2°0t “261
2°ot "tel 2°OU "tot £°O *tot 2°ur “tol Toor “tot yeout *h6h 2°04 "tol
@eea2e e2ece80 seenen F200 @ee2ee0o eea® Seonecen 2228 eaese ese eo
£F AAHS 2¢ AAS iy AAS uly ANUS oe AAYS ee ANUS 42 AAMS 92 AAUS
40t0nd diva so2;se aiva e00tke Alva 608084 Jiva 2rd0gd Jiva Mb9utL 31va alnogd givu eerotd a1Vvd
f ant
114
S°ee "Gin L°te °0us
0°22 *oGn 6°2e °Gkn S°2e °0Sh pene °0Sn n°ge °Sen
O%2e = *Sen T°ze *0Gn L°te =°Gen 0°22 = S 2h 2°t2 "00h 1°¢=s °00n
O*}e °00n Q*te °Gen 2°te °00h tebe *00n nee "Sat £°2o Ye 9
O*te "ole O°te oun L°e "SLE (00 Slt (Jo °ose 0°Ge °00n Q%e "0s
Ste "USE zee "ole fos °0S¢ (JOO °0cs ors °See nefe "GLa s° °6ee
RO "G25 Lee °oss ve °G2¢ s° °G2k eit "00g Jee °0G6 0°¢ °0UE
e° "008 0°0 "Gee 9° °00¢ 2s 6008 L°2 "she £°4 °Get £°n "eve
q°t °.a8e2 {iO "out e°t °2e2 e°t °ged S°n °0%2 ee °008 £°S °nGe
ney °2e2 2°t "102 eel °1S2 o°e °gse 2°9 °eke 6°¢ °Gae¢ 1°%9 °9ce
bee "492 at "92 o°¢ *2ete oct Efe 6°9 "on? 2°9 On r4 Aes *ote
s‘*¢ °ufe s°e "asa s°9 °a02 9°9 °g0e 9°9 °Se2 b°9 ‘One £°S "cle
2°9 "ole 129 °e12 nos "0v2 out “002 £°9 °gi2 s°s eote bos “nue
Chan "coh “°st "261 S°st "nat CL *nol 2°sh °Sol best *Soh ont *nol
2°9t "281 0°91 *7et 9°Sh Pzet g°st eLAal neg °hul 4°st °4ah €°St "ret
al ANMS 91 AAS st AAUS rh AANS at AAMS 2\ ANUS MN AAUS ot AAS
Gtnoee Jiva dtgoe. Jiva go20eL Java fotoed Jlva ntethé give 9v001tL 3lva WeeNbs Jiva ov0e0tg 3100
eacee
S ant
9°2e *0Sh @°2e °0Sh L°2e °Gan
°2e °sen £°¢e °Shn {°fe °0Sh gtés °0Gn 91s °Sen g°te °0$n
ote *00n b°2e °S2én °Gén o°es *S2n {ee °Oun note °Gen
S°e *coue Gee °00n "00h s°te *u0n 9° "OLE 6°0 °00n
ace *ose nee "Slt °GAe iebe yay est °0o¢ hee ava
0°0 °G2e neo °uSt °0S§ °0S8 QO °See nee °0S6
9° °n0¢ v0°0 *oee °GeE "Set ey °OuE n° °6et
get °Gs2 9° *U0E °00¢ 00f eet °Sde 6° HUE
ste "G2 ney *sLe aot "ale 4°t °Sl2 ere *0%2 net °cee
ton "622 s°2 *0Se2 9°2 °0S2 1°68 *0Se Len °Gee 12 "192
€°s *tle 2°n *G2e2 S¢n °See oon °See 9°S “ale e°g °tne
2°04 “ove e°s °602 9°S ala ced ate 9°05 °902 9°s "ale
2°st “oot bect “ool test °002 2°st *002 a°sh "002 h°st *aue
2°st °1at best °4et o°st "Lat rest °2at 2°sh eLul Test *tul
@eeeaea Seace @eaeeeo 20°08 BPe@eeh 2aenu @e2eS0 eaoae @Seen0eG 82°20 @eee eaaee
6 AAMS g AAUS 4 AAUS 9 AAdS S AAMS 7 ANUS £ AAUS 2 AAUS
4090t4 Jiva orsots alva w0nots aiva 60f0tL Jiva o0e0te FGiva hitot, salva ntetod qiva €bsbOg avo
S 3nI1
W5
6°2= *0Sn
I2e *Gen
g*te *v0n
O°te "ole
Gtoa "ost
GO *sek
c° 008
n°2 "sie
Ion °uS2
6°Ss *of2
ecd "202
gout "29at
ay AANS
0°¢e *0Sn
e°ee *Gen
{'te *uv0n
Ste °olt
c¢ 'osh
6° *o2e
s*s "ung
02 *cHe
S°n °nSe
bes °Eee
e°9 °902
6°st *26h
fot "2191
s2 AANS
ne
sle2ord
eeseeceee
ocroorwn-n--—
azFoMoerroomec
“ae
Ve
woutgd
*oGnP
°Gen
"u0n
"le
*uSt
"Get
"u0E
"Gee
"use
"Ete
"Gee
"ove
"vol
"494
AAMS
Aiva
o¢
OOB8UEL
°Sen
"00h
°Sde
°0SE
°ses
"00g
°ol2
°0S2
°s22
°g0e
"Lat
AAUS
aiva
s
Ss
ant
ant
o2
raw oh ws
be
o2b0eL
°U0n
"SLE
"OSt
9628
“008
°sle
*0S2
*s2e
*ute
"vot
°uRh
ANHS
jiva
6°2e °Gen
9°te °uUn
2°te "Se
Lee °0S¢
ve See
6° "Oug
eos "902
Veg °192
9°sS *on2
6°9 "tie
n°egt dol
gray “Lut
ge AAUS
mhouk, Jiva
L°2e °0Sn
1°2e "Seb
9°fo °OUn
2°Jeo "Gat
a°}e "06
2°te °Get
Le "ous
92 °£42
S¢n °9%2
tes "ete
neg "Luz
0°94 "Zot
n°os "hel
9°2e *G2n
4°te *u0n
G°a "our
f°e °0St
g° ®o2h
4° 00k
9° *Gle
bee °0S2
4°n °2fe
Vine | °g02
o°9t *26)
S°ot °.el
@enena soce
Ze AAMS
eInoed Jiva
9°2e °oSn
g°de ®*cen
S°2e *00n
2° \e *odt
S°= ®uSst
Jee *Gek
n° *v0Ek
ean} "ole
£°2 *0Ge
6° "G22
9°9 "nde
o°at "46h
2°or "aut
Qe
eeroks
*06n
°Sén
*0Sn
°Seh
"00h
*out
°0G§
"Gee
°n0€
"642
*nse
*se2
*2u2
*Tol
“Lut
AABS
j1ivq
116
6°2e °00S
L°ee °00S 0°2e Gan
n°ne °00n n°fe °0Sh 2°ee *Gin 2°ge °S4n G°te °0Sn
g*te °GLt S*2s °0un 0°2e °S2h e°le °0Gn £°2e °osn S°2e °usn Qe *G2n
2% °0S¢ L*te ole nee °00n 9° le *Sen 0°}e °Sén bole "sen eco "non
GOL °o2e gee °0Sf e°ge 06s ne "GLE g°tle °00n 0 °0O0n bee *00n hee yay
s*s "008 s° *S6ee 0°es °SLE 9° °OSE eee Cle e° °GAt £° "sie nee °0Sf
L°n °06e 9° *00€ 2%e *0S¢ £° °Gee efe °uSt Ticat °os¢ v° °0Gs 9° °oet
L‘n °ole2 2°¢ ye Oey °G2e OO °0uE n° *c2i vey °Sek s°t #526 s°t *0uE
9°n °o92 2°9 ose L°2 °u0d at "S42 ees "unt a°t 00g e°e "u0k 2°2 *eee
2°9 °oS2 7°9 *e22 e°g *Gle q°¢ °0S2 q°e "sue 6°2 °GLe e°g "ole erg °¢$2
n°9 °s22 acd 122 S°n *uSG2 0°9 °a22 0°n *uG2 2°n °0S2 6°n °0S62 9°9 °422
2°L saNice: 9°Ot *ole £°9 nee 4°OU *"t22 n°9 ®422 L°s Skee 4°9 *gee Rook "nee
9°ot *ate €°2t *ove2 got "ate £°eh "002 9°ut 222 4°ou °"t¢2 4°0t *ged goth °402
n°et *v0e o°st "tol 2°2t "ude 9°nt °not q°et ude Sets °902 e°es *uv0e 6°2h *ave2
s*st "eet s°sh "eal nest "eal 9°S) *aet 9°st “eel s°at “aul s°SI "Gat $°st "aut
ee enaegeae eeea @eeeean 8 Boe Beeeece goaoe @eee0eeon 8228 ®2ee0c8 eaoe @eneaece @eeea
6 AAMS C) AAWS r AAS 9 AAUS S AAUS f AAS + AAMS 2 AAbS
4090K4 31v0 O1SOtL Alva gOn0tld diva 6ufots ALVO o0e0b4 Java mbtold ava ntevod aiva Eltboe Jiva
@eeae2e
9 34nI’1
t°2e °00S
L*te °cGan 9°2e °oan
9° le *0Gn Gdn L%2e °Gan 0°20 °0Sn
0%2e °Gen °uSn be2e °Osn °uGn L°te "Gen
Lele "oon *S2n Tete °Gen °G2en note “oun
2%le "GLe °00n Stte °0uUn *u0n O%te yay
2° °0St Slt [ete °SLe aye. S%e °0St
s° *Gee "OS G%e °0S¢ oct (52 °6et
tet *00¢ °S2et 0°90 °oet "Geek tot °F
set *ou2 "008 ue °O0UE e008 0°2 S42
1°2 °092 ore at *€4e ole Ven °0S2
o°¢ *one2 °nge beg °ine °0Sé ore *ole
6°n "ate oe 9°S °.te "G22 o°L °g02
Gok *nve2 ute nee "oue2 eoate pay "Tot
not °tel e4as neat °lot ezal 9°94 "tut
eeoe eeae e
On AAWS of AAS eg AABS 4g AAMS of ANUS SS AAMS nt AAUS
co2tnd Alva Ofo0nd Jivu 9tAond diva 0£S0nL Jiva Tonong diva n0¢ond AivG no2on, 31vd
§ 3nl1
117
S°2e *v0S
a°2e "00S S*2e "00S 9°ee °Sin 6°2e °0uS bole oun
{tee *sin 9% le °san u°ie *0Sn n°2e °Gkh {de °uSn I°ge "005
9°te "on T*le "0S" ees ’uGn °Gdhn 6°* *Gen lege °0%n 2°ee *Gen n°2e Gdn
in *Gen 0°te "Sen e*ee °G2n °0Sh GLO *00n e°2e °Gén O°4e *00n tote °0Sn
g°s *v0n o°e "00h G°e "u0n *G2n 0°0 °Gdt L°2e °0Un nee oth nee °Gen
Jee "ole its °olf Ue "Sle "00h s° "0st Ieee °S4e o°u *uSh c° "00h
«° * use ete *ose b° °USt "GLE ort *G2e S%e “Ost 9° "Get o°s oak
6° *oee ne "Gee r° °Gek °0S¢ 2°e "008 a° °Set s°t oot q°l °0G¢
ROR "00k got "ouE uct "00¢ °Seg e°t “due et "0UE oe “Sle ot "Get
6°2 *old ne2 *cle2 ey "soe °00¢ 0°9 rt OG "S42 won *0Se2 net “n0E
9'n °0S2 2°h "0G2 i'r "292 °GL2 £°9 °9¢2 1s °0S2 f°u °22e “eg °o42
HO” *see 6°Ot *Se2 4°S "te *0S2 e°u °e2e2 2°. °oc2 9°0T *gte o°n ene
S*ot wie Z°2t "the z°2t *ele *S22 9°0t eate 0°04 OAT 9°tt *s02 nea "¢22
9°2t "ole o°2t ’Gv2 o°el "002 °ale aout *Gue get "902 s°el "ude 2°2I 1a
9*2t "v0e g'2t "ove Sent "Gol "002 9°cl °une 9°21 "ue 4°o! "sol S°2) *ove
z¢gt *gat L°Si. “Ret 4°st "ual "out e°st *eRl 9°sI "eal 9°SI "eal s°st ’oel
Seeqgee2® 85°28 @eeeeee Seen 2Seaeeae oene ®2een @e6e228o0 gene ~ S®eeee0 een @eeeeaeo e®ecoe
Ge AAMS he AAUS "2 - AANS 22 ANUS he AAMS 02 AAUS ot AAYS at AAUS
stgord Aaiva Steofe aiva strogd jiva Tiei2d aiva 62602L iva Sogve, diva seoued 4iva 609024 Jiva
9 ANID
0°fe °00S i £°2e °Gen
1%2e *Gin @°2e °Ghh g°oe °Gln L°¢e °0Sn 6°te *00n
oct °0Gn i°2e °uSn L°to °0Sh esee °0Gn 9°te "Gen S°de °Gen S°%e "ole
note °Gen L°\e "Gen 6° °G2h e°e °S2h Lee °0un é°te *v0n Bs °0SE
O°te *v0n Qce *00n S%e "00h s°e 00h 0°0 "Gee °o "olf 6°t To 3
te °ole Ie *GAE eta "SAE tis "Sle s° °0G¢ s° °0Sf a2 "OuF
0°0 "ose 9° *uS¢e e° °0St g° "Gee n°t $28 w°¢ °Goe
ot °62e ney "see s°h *o2e be2 °00¢ 4°e "UNE s°s "6492
ort *0uF nee "00g gq°’e "00k neg °g4e G2 *¢ee a) °992
9°2 °1L2 n°. *Gde £°2 °Sle 6°s *2S2 eg °4Ge €°9 °yne
o°n °2G2 u's *0sGe2 e°n °0GSe har | °age n°9 *one ped “122
Sc¢L "922 eed “nee 2°u 8222 6°d "Gee ed "nee aot °ele
o°th "ole o°ut "ole bobs *ate a°os "ole £°ut *ote n°2t "ove
9°21 *ou2 neat “uve Leet "00e S°2i "ove n°es *u0e 9°nk "not
2°st “sal n°st “ual 9°st *eal £°SI ®yRt s°st "oul
@Seeeee seeh &ecoo eeane® Seen eeeo
at ANUS 91 AAHS st AAMS nh AAUS aI AAUS 2s AAUS Wy AAMG O41 AAUS
€tpoed Aivu Ztgo2e alva e02024 diva totoes alva ntetbi java 900114 diva Evo. Jivu 60R0T4 3LV0
9 anti
118
L°2e °00S
Arle °Gdn
Oto ’0Sn
Lete °Sen
6°te "00n
t*le "ole
G2 °0St
ae °coet
o't °00¢
ort "062
t¢¢ *n92
Tes ene
0°6 °222
Veet °102
G°2h "0u2
ast °oel
On AAUS
goetmd Jiva
0°fe °sin
n*2e °oGn {°fe *Gen
Lite °Gen 0%2e oun
2°te °o0n Ste "Git
Loe "Sle o°t ose
n? "0Se ne2 "cee
o*t *o2e o's "008
$2 "00g L°n °G42
Von °sle $e9 °Gne
n°9 °0Se 19a *02e2
Chas "E22 g°2t °102
2°2t "602 g°2t "002
g°et “ude gest *Sol
ost *eel 6°S) "eet
£f AAMS e¢ AAMS
So2igd alva
ef-oomoanmnnre oom
FPF OMe
c
e
wm
-
0
6
Ly
of
ofednd
°Sin
°oSn
°Gen
*00n
"ale
*uSt
“oe
"00g
°Sle
*vuS2
*e2e
“ule
°002
*¥yol
"eel
AAMS
aava
*00S
Gin
°USn
°Gen
"u0n
°Glt
OSE
“GAL
*v0E
°49e
*gne
“tee
*9te
*yle
"v0e
°eet
AAMS
giva
@°2e
0°2e
{°le
chy
91e0ne
°Shh
°0Sh
"Gen
"00n
°cae
°0s¢
°oe¢
*ouE
"992
*one
°Le2
"ole
°Gu2
"aut
AAUS
jiva
°G2en
*"00n
"SLE
Ose
°s2e¢
°00¢
°che
°6S2
°0S2
°s22
ove
°002
°261
°eal
AAuSs
alva
9 anIt
*00n
°sit
"ust
"Set
"00k
Hee
"ele
°0S2
*s2e
"e022
*00e
*vel
eboe
AAUS
Jiva
°Sen
°OUn
"Get
"ose
°oet
a Y
"9u2
*192
"one
"ole
"the
*su2
°dvu2
"aut
AAUS
alvG
°0Sh
°Gen
"00h
°Gae
°0se
"Gee
°0u¢E
°Gae
°0s2
*Ge2
"ole
°002
"aut
AAMS
a1va
0
0
b
£
)
cy]
U
é
e
S
psmoormeae Moc
—<—-e—
Sf
hOL0nd
42
Ktnoee
°oin
*uSsn
°G2n
°00n
°Glt
*oSt
"Set
ba
"cle
°uSe
"Gee
Sole
"ole
*00¢
yal
AAUS
aivd
°oen
*’o0n
"Slt
Ly 3
*set
*ouL
°"sle
®une
*22e
®ole
*ile
*u0de
*gol
yal
AAUS
qivu
nt
nO2ur,
*0gn
°Gen
"00n
°oLt
°oSt
"Get
*OUE
°"A92
°tne2
"¢22
"ale
"ole
°0v2
“aut
AAUS
Jiva
"Gen
"OuUn
"Gat
"ost
"cet
"ous
°ot2
°0s2
"nee
ele
"ove
“pol
"eel
AAUS
Blvd
119
bee *Gin
9*te *uSn
L*tle "Gen
neye "o0n
ite "ole
we *oss
e° "o2e
s't “00%
6°2 "cle
n°s *vuse
9°@ *g22
a°it *n2e
“out “ste
efnt nue
2°nt *v0e
2'nt “cat
Lt AAUS
S*2e °stn
I%2e °00n
ete °Gke
0°0 °uSt
en "Gee
o°¢ "008
°0Se2
*o22
*92
*gte
*goe
"002
*nol
ct
eee & © eo
anmaI-oc HOO
we mt we ws we we
mersvaosdacot
6 AAUS
40902 Ava
G*2e
Q*lea
nite
O°te
ete
ecceccee
JsINerOoONeMee
-e ee
)
6
2
6
é
)
a
L
t
91
Ligoed
C)
O1sote
*Gen
oun
"ole
oss
"Geet
"OUE
°SLe2
"0S2
*ade
"S22
*si2
"sve
"ove:
*sol
°gat
AA&S
diva
num e
eee
--—m
oc
ee
waymMaWn-—- OTM
-—-— me ee
NmModmcamawscomy,
"uSn
°sen
"u0n
*olt
"use
"Gee
"00¢
“Sle
*us2
“ode
*n2e
*s0e
*00e
°get
AAUS
aivg
266
"GLE
"use
*G2e
008
°Sle2
*use
°ode2
*G22
nthe
"noe
"tot
"heb
“sal
AAUS
aiva
b
LY
b
I
9
butule
4 ant
°0Sh
°Gen
°00n
°G4e
°OS¢
°seg
“o0¢
°G42
°0Se
°one
°S22
°nhe
*n02
°002
°Sot
°get
"out
AAUS
alva
“ ant
at
nlethe
*usn
*S2n
*u0n
°gzt
"uct
*set
°O0£
"gle
*gS¢
"Bee
*nee
*gte
*nd2
*G6h
"sal
AANS
Ziv
Sin
°0Sn
*Sen
*vu0n
*olt
ost
*Set
'u0L
®*sle
°use
°ete
*dee
*9te
*c0e
"002g
°edt
AAWS
aLvd
IFIIew wrt om
“eee
1
0
”
t
4
9
{
1
9001TE
f
mitotd
°Osn
°Gén
°Oun
"Gee
°uSE
"See
"0u€
°S42
°oS2
°2c2
*Lee
"she
4
"eat
AAS
3aivo
eeeceoee
VF amsasococreowrne
mmm me
6
9
s
]
9
G
ou
6
6
6
S
2
a
WEyObd
ce eee eee co
-RFTIHHR— c-7~
a6
-comeocraqaccyw
t
ntesol
*G2n
*00n
"ole
"oct
"oe
“008
*tee¢
ase
"422
*nee
ute
202
®nob
*gal
on a)
AAYS
qivad
®Gen
*u0n
aay &
"ust
"set
"uot
gle
*nne
"ote
*y2e
*nlé
°go2
Ow a
AAUS
3ava
.
zawya mr onue
—-e eee
7]
S
i)
n
1
iy
S
6
a
if
B0R0TE
3Ie--—-omMnNn—o
eee
AOr—- 0 OD ~~ =
°6an
°0Sh
Sen
°aUn
°Gdet
"0st
"get
"UE
"642
°6se
*oke
"Lea
"nie
°¢02
"eat
AAUS
aivd
120
6°
@
i]
4
0
{
t
6
4
IFIM-oNnNme
-mm em
L010nd
Go2tes
S'2e
ote
ate
Site
2°1e
Lcte
°Sen
oon
°olt
"ost
*Get
°00¢
*sL2
°0Sse2
°o22
"402
"002
*not
"cal
AAUS
31iva
°ses
°90S
°Gan
"0Gn
°Sen
*Oun
ast
"OSE
°ces
*ouEg
*Lu2
"392
°ene
*se2
*at2
*102
*v02
°cot
"eal
AAUS
jlva
s*t
9°
e°
6°
ge
s°
s°
2°
ne
Z°e
ie
i]
s
6
ée
£
5
fn
Uy]
mmm
1¢
adores
IFwwmnNnw—oOoMN
KFMOoICKFNWONS
tt we te
£2
strore
°00S
°Gan
°UGh
°G2n
*00n
°ole
"oss
°o2e
°00E
*nle
°oneg
*nee
"ste
*s02
*v0e
"teal
"gt
AAUS
g3iva
°0SA
°Gen
°00n
"SLE
"ose
°see
°00¢
"Se
°§S2
"Lee
*t22
*"¢he
°¢gu2
°002
"Got
°eLt
AAUMS
diva
4 anti
°006
°Shh
°0Sh
°Sen
"00h
°oee
°0S§
*see
“OuE
°0e2
*cse
*0g2
*¢22
°nle
*002
°Edt
AAUS
jiva
@ 3ntt
Mere FROCK
oCMnMonoCcr
mom
ece
as79
-—ee
ve
odo0es
°ocn
"sen
*00n
alt
"oct
°Get
008
°olé
°nce
°9g2
*gee
°s2e
°ate
*s02
002
°295
an a}
AAYS
aava
02
Sveoes
°0uS
"Gah
°0Sn
°Sen
°OUn
"Gast
°USE
°Scet
a Y
*o42
"One
"2e2
*2t2
°nu2
"961
°cal
AAWS
3aiva
9°20
vole
vee
v°o
t
8
q
6
)
S
{
£
r)
4
6
eal
ue,
“9
eit
*et
°st
nt
nt
42
flnoge
moo w-c OMa e
e@ eee © © © e ©
JerwsaW-—-ef OM
ae em ee
ot
29024
"92S
"00S
*oin
°0S6n
sen
*v0n
®ot
®UGE
*o2k
00k
ne
one
°“2e2
*nee
*glé
une
*nol
"cal
AAS
divu
S°2e “nin
nee '00n
tele myas
nee °0SE
*seet
baked
"aL2
°nge
*ae2
"nee
°ale
*gu2
"col
"eat
e eee
FIFNVMer A NM
—-e eee
Mom OFSMINIOe
°
@eeceee bace
92 AAUS
gefOfd 3100
9°2e °0GS
T°2e °Sdh
S*le °0Gn
g°e °sen
[fe *nUnh
es °oat
s° °0Sf
9° "gee
6°t *00¢
2°n *sde
2°49 °0S2
n°a ote
fIOT}() "nee
°St °gu2
rend *rol
fons *¢al
eccece wone
at AAWS
609024 4a1V0
|
9°2e °sen 9° 2e "Gan {°¢e z°be 0G
a°te *00n Rete *0Gh L°to= totes *G2n A°2e 057
o°te *oue ote "cen O° te 4° °00n 9°2e °Gen G°le *Sen
{°e ost hee *00n 2°22 *00n eu cue "Slt {°2s °Gen n°je "von Q°e *00nP
£°I *c2e s° "Gift vee *olt GO 4° *ost 6°e °Oun ete °Glt 9°0 °oae
“°¢ "00g te °0ct L°%s °0S¢ vet oct Geet ne °Ges v° ust {yo °0SE
L°n "gee L° *cee v°0 "Gey s°2 oct °00E 9°1 °0S¢ s*h *G2k g°t "oct
S°n *Gl2 ney *0ug e° "008 n°n iin’ *Gle 2°2 "Gee e°e 200G 0°2 rn 9
o°f *092 S°2 °c? 6°h "Sle 9°L 9°n °0Ge e°2 "0UE 0°9 "Cae eg °oue2
L°n *0Ss2 a) "ose 9°¢ *"uS2 n°@ e°S "ote 2°¢ *see beg *2Se n°sS *0be
6°9 "¢22 L4°9 *hee t°9 °c22 a°us ged *yze £{°n °0s2 £°% °¢ge2 6d °¢22
2°ot *ole €°OL “ale o°ot *v22 ores S°u See “°s °ete o°ut cole errs "cle
ae "002 42h “ove n°2t "202 L°st o’ct 002 e°d °aee 9°21 °E0e a°e} "tue
o°st °uol 6°St "0ol a°st "tot Veet g°st *26) L°et “oud e°st "vol 0°94 “Oot
o°Lt "2kt o°at "eat o°at "2L) sees rout °2al Veet "eat vest *2LI tes *2al
ee Seen @ee2eeno oo @2enease eseeo2 e ee
6 AAUS © @ AAWS L AAMS 9 AAS S AAUS ANUS £ AAMS 2 AAUS
409012 iva O1SOtd J1va vOn0tL iva eofuld 3lva 602014 Aiva mitotg alva nletol qiva CitbOe 31ivo
eaee
@ 3NnI1
2°ce "005 @°2e °0uS
°00S S*2e °Ghh 2°2e °Sdn
°sin g° le °0Sh L°ee °SLn 6°te °OSh 4°ee *oan
€°2e °0Gn °uSn 2°le °Gén note °0Sn 2°20 °Sen b°2e °uSn
L*te *Gen *Géen fee "00h ete ®°Gan nte "00h {be °Gen
Tle "oon *u0n §0 my ay joe *u0n ye Ge ¢°o *u0n
eee Slt "SLE {hO °0S¢ 9° "Gleb e° "USE 6° ola
ne . °OSt US s*} *Seg ot "ust Sat "Gee os °uGt
| "cee “cee L°e °oOu¢g 6°t 2g 9°2 °00¢ 2°) "Get
(1053 °00F °o08 9°n *Gd2 g°e °00¢ Ih °992 v2 *u00k
2°¢ "ce "ole £°s °Ga2 net °992 0°9 °tne s°¢ °sle
2°sS °0S2 *0Se orn °nt2 b°s °592 9°St °0¢2 £°S °use
GO? "ote "ete “°us *t22 9°64 *9F2 a°2t "Gl2 6°9 *e¢e
2°et “922 *¢2e egy "ate e°ut "gee S°sh nue GS°o "62d
o°eh “al2 °nte o°ny °¢02 neat °nte 6°nt °0v2 ect °222
6'nt *902 °a02 9°nt "002 g°St egne Sth °96I beat ste
nent °ove2 *002 2°ny *Sol *002 nest “dul best *00e
gent *cal "gai 2°nt "eal °gal 9°nt "cal eont °sLt
Beeescs ceeea 2 eee8 eeeaes Fee0 @ceaea se @e2ee228 ese
On AAUS of AAS eb AAUS oy AAHE 98 AAUS St AAMS ne ANUS
mo2tnd aivod Of60nd Jiva 9tvond diva oO£S0nd Jiva Vonun, aiva HOLOnd Java n0z2und Jivu
4 ant
122
1
1
I
if
eeeeeceee
DONOorF N=
mweooernuonrm
mm ee
AAUS
Jiva
°00S
°gin
"0Sn
°Gen
*u0n
"ole
°0St
"Gee
*o0¢
°sle
*"usS2
*¢e2
°022
°002
*vol
"edt
AAMS
ftnoet 3iva
0°ge
tds
G*te
gee
nee
hee
te
Qe
g°t
ae2
e°n
JOL
soit
2°et
9°94
s°et
he
st2ord
91
éigoed
°00S
°can
°aSn
*Gen
°oon
°ch
°oss
*oeet
°00¢
°cle
°0S2
"¢e2
*ote
"002
"ool
®2at
AAUS
diva
°Skn
°0Sn
"Sen noes °G2n
00h gcle *u0n
"SLE [EO "ole
"OSE 9° °uSE
*oe¢g got °c2e
°00¢ n°é °Oo8
@ anit
°0Sh g°te *oGn
°G2n 2°¢e "Sen
@ anti
~ oN oO rH
e—-ccrr-c
-—--——
eoce
-%
eo
é
n
9
9
9
9
0
2
)
8
1
1
if
t
eee
CMONCAHRIMIACePEIH
'uNG
°cin
*usn
*Gen
*u00n
®odt
*0Gh
°Gek
eudt
"nle
*zhe
*uee
OTE
*00e
“gal
ry a)
AAMS
givg
°00n
ealt
ust
62k
"008
tre
*Gle
uGe
°2e
®ole
G02
*oRt
°2dh
AAUS
diva
at
609024
res
ceceeece ee
FNNCOWMOWM
Known
-3oc
ot
Gan
i)
°6en
*00n
sat
°0SE
"oct
ous
Ge
"ene
*te2
*gle
"102
“bul
tat
AAYS
aiva
°sSen
°00n
"THe
age
"ete
"ous
"006
°642
"ose
"Gee
"022
002
°26)
Peal
AABS
o0ROTL 3100
123
~onme-osww
Sr)
ATE OND
£<
60s0nd
*uSn
"sen
°u0n
°Gdt
*ost
"o2e
*00¢
*ghe
°092
*o22
*eee2
*602
092
°991
°2ct
AAHS
3iva
2
f
9
t
2
S
9
i
ohm Rennonmsn
—-SK eee
On
nogtne
ee
Goetee
"san
°oSn
°Sen
"oun
"GLe
"Oct
"Get
008
*ol2
*0Sse2
"see
*nle
*av02
*002
*Sol
“nul
°2ut
AAUYS
aiva
"ash
*Gen
"00h
sift
"ost
°see
"00s
°992
"one
*col2
“ole
*002
*het
e2ut
AAWS
31v0
tole "sen
6° "0o0n
f"e "sie
RO "ost
6° "see
s*t *00€
n°2 "ole
i'n *uS2
9°9 *¢e2
bee
eg
ac)
ed
of AAUSS
OFe0nd Jiva
{*tes *00n
i) ®olt
S° °9S¢
(ZO eee
noe "ols
s° "00g
9°2 "Lhe
C°n *1S2
en "tee
GOL “nee
9° 2e
8°le
e2°te
acs
{'e
2°
ae
ney
S°2
£°s
9°S
ees
o°et
S°9t
Reds
ue
9180nM,
L°2e
L°te
b%e
0°0
4°
st
e°e
£°9
§°6
A°ts
6°2h
£°9)
97h)
0¢
6080Te
"Ghh
°0Sh
°Sen
°00n
“SAE
"as¢
*GeE
*0ug
"G42
"Ene
°Ge2
*2he
*v02
*.et
OPN
AAMS
diva
02
2tcoge
°sin
"0S
°G2n
*00n
°Glt
"ost
*s2t
"008
*sle
°0S2
*S22
°gte
"one
"toh
eect
AAMS
qiva
*00n
*sLt
ust
"Geek
*u0k
Gite
*0SGé
"nee
*sote
*u0d
"gal
eect
ANUS
31iva
9°2e °Sen
neyo "O0un
geo °GLe
{°e "USE
g° °Get
o°y "0uE
9°t *2ue
o'2 °ese
o°s °ehe
6°9 *ule
“oul °2ke
e°2t °dvue
9f ANUS
TOnong 3iva
9°%Ze °Sen
2°20 "00n
t°20 °"GLg
L°te "OSS
ye *oeg
6°2 °Oug
8°h "tae
@°n °gne
0° °0¢2
“ets °nte
g°2) "002
neat *oul
S°ut °2eat
Ks AAS
hig0f4 aiva
eeeee
aon
ee
WOONMA OFKeNnecony
de
finore
*oSn
*sen
°u0n
"Gli
"och
®get
"00k
"tle
4
wee
ente
*00¢
dol
*eLh
AAMS
Ziva
*gen
°00n
“gdb
*uSt
*g2t
008
“202
*nne
ole
*ale
4
°o@h
*2ut
AAUB
qvd
A°fe °nGA
9°le °Géen
P*te °n0n
0°0 °Sat
s° “0Sf
g°t *oet
6°2 "ue
S°n °0L2
ted °Sn2
“evs "0¢2
6°2h 002
6°St "2ot
6°Lt °e4t
@eeee2n Geee
of AAUS
hO2one 31vd
{°2e °ASn
T°2e °sen
pote *00n7
2 °Go4s
S%e °ost
2° *oeet
t4 *nvu€
o°t "hue
g°¢ "692
es *tn2
ned "ol2
S°tt °ole
6°2h *0v2
£°O1 "not
CHO EA °eLt
124
"00S 6°de 006
°sin o°fe °005 eee = ° Ghar e°es = * Sdn
*uSn 0%2e °Sin n°2e °Skn Neto 3) acts °0Gn I°¢e °Géen 2°¢e °Gen
°sen 2°te °0Gn d°te ®uGn pce *S2h ee °G2n 6°te °0un p°2e °G2n L°te *00n
"00n ote °Gen {°te °S2n 2%e °00n 0°0 °u0n Lte °o4e a*te eu0n nee "Goat
°olf gee *o0n pe *O0n ° °G4e 8° *SLt ue "USE {ce yay 6° 098
’uSt gee °cLe 0°0 ole ot °0S§ sot °0cok o°2 "Get f°e 0st o°%2 oct
"see ne "ose ts "uct eer "Ges L°e °G2¢ beg *0us 9° 78 t¢ aug
"00¢ e° "Get e°t "Sek o°¢ "005 nee 008 Leg "o42 9°2 00k 2° °2u2
°sle2 s*2 "008 £°¢ *00€ “°g °062 ee "Ioe 9°9 °nd2 6°t *,e¢ 4°9 1492
°2S2 a°s "ole 0°s °ole o's °692 4°s °992 6°9 °L92 ey 9202 ged °ene
°ane 0°@ *tne o°@ °2ne o°d °One 6°é *Ine 9°64 °2ne e°2 *Ene s°0t 462
“cote 6°04 *o¢2 S°ot °4se2 £°04 °9¢e2 s°ut °9¢2 ont "s$c2 g°ut 8UGe no Gee
°Gee S°6 °Gee2 S°6 "Gee S°6 °Gee2 S°o °o2e2 n°6 °Ge2 f°o *02e eos “002
*ove S°04 "oud not *00¢ Ooty *Lot gout one S*°6 "9u2 bout une 6°2h *2ol
"yah nent Sout £°nt °9a4 nent °out not *aal S°nt "oul 2°nt *o@h nn Pout
@e@eea @eeee2O2 Goeaee @eee2e Fee2e @eeee20 82280 aoe eeean w2ece
ut AAMS 94 AAUS st AAMS nt AAaS at AAUS 21 ANUS ut AAMS Ot AAUS
{tno2d isva 416024 alyva e020ed ALivo foloes Alva nbetid java 900tbe Alva Weote ava 60R0s%, 3190
6
9°¢o °0Sh 2°ne °Gan
g°ee °S2n L°2e °Séen n°2e On
f°ne *00n S¢2e *oon 928 “one n°fe "Gen z°he °00n 2°teo °0Un 4°22 °g2n I*te °Cen
{°2e "olf Z*le "ole 9°20 "Gae 9° te "00h nee *Gaet ve °G“e {be *v0n Ze OUR
nee °0SE te °ose 0°o use 0°0 °oas s° °0St s°t USE ee GLa Q° ous
9°l °Gee set °cee s°2 °oee 9° °0S¢ s°) °o2et ere “Get enh "ust 9° nce
{°h *0UE 62 i 2°n V0E 2°4 "Seg Lee 006 In °00¢ ee °g2k 2°) "cee
0°s *sle 9° *s2 1s *s42 2°2 °00€ g°u *sle arg "gue 4°h 008 2°2 °00F
9°9 "0S2 1°9 °0S2 1°9 *use s°s "S42 0°9 °0Sé 0°9 ’Gne2 o°n ened $°2 "Gee
£°4 *tne ned one 6°9 "Ine neg °0s2 g°9 "One 0° *€ne q°sS °ySe €°n *oue
a°ot °9¢e n°ot °Lge2 °ot *oge2 6°04 °st? £°6o ace €°0s "othe e°ut °ofe ay °éne
S*°6 *g22 n*o "see £°6 *see2 n°6 °G2e2 9°6 "G22 n°6 "See no *o22 2°or °ng2
2°o0t *002 neat *0v2 S*os "002 9°01 °002 6°0t "002 no) ove 4°ot 002 S*ul *002
cont *9at ent *ogl nent °ORt Get °oat gent *9Q) mens °oul S°ot *991 nent “out
@eeaqeaeeo e2eace @eeeeaecs ee28 Seeeeo coos See2neo FeeQD @eSee2o0 eaoee Seen2eo eeee @e@eaece2ean eaoe @eeoesoeen Sceee
6 AAMS q AAUS 4 ANMS 9 AAYS + AAUS h AAUS £ AAUS é AABS
409014 31ivO0 o1sold 31v0 e0n0bd Avo OOfOTL J1V4 602014 Alva mbtot, diva ntetos arva FItloa arvana
6 ant
125
9°22 °0Sn
L*t= °Gen
{%s *00n
° e “¢
am set
Or *oet
g°2 008
2°n 202
t°9 *nne
seit *yhe
4° "see
s°ot "002
Snt “98h
fF AANS
40t0nd F1LV0
L°2e °00S
tee= %Gkn
n*te °0Sn
Q%e *G2n
2c °v0n
2 "Gle
e° *uSt
£°t °ses
Ss°2 *v0g
0°sS °4le
9°L *nne
ret *of2
S*6 °s2e
q°ot *v0e
pent °oal
2°Fe
neee
hye
OO
eet
ar2
Len
es
ned
gots
0°Ot
€°Ot
sent
cay
soerie
ne
Gteore
°0Sh
"sen
°00n
°o“e
°nGct
"Get
*008
"se
®nne
"eke
*se2
*ov2
°out
AAS
qiva
9°2=
fle
coe
ae
[Or
n°t
0%2
6°¢
G°n
9°
q°ul
9°6
e°oul
2°nt
ny
gootee
f2
Styoed
°Sin
°0Sn
°G2n
*00n
"She
"US
Gee
"Ong
"22
"ene
"ote
"Gee
*G6l
*oel
AAMS
diva
*00S
°Slnh
°0Sn
*Gen
*u0n
°ole
"0Sh
*Goen
008
*Gl2
®use
92
*¢ee
"002
°9Aal
AANS
aivg
S°fe
£°2e
9° ha
V0
pee
g°
<°s
£°2
e°n
4°9
OTS (}
9°01
nent
o¢
oogors
°GAh
°0Sh
'Seh
"00h
"Gas
°0s¢
"Gee
°00¢
°Sd2
*0S2
°st2
"002
*oat
eeen
AAS
diva
6 ani
°005
°GLit
°0Sh
°Gen
°0Un
"SAE
°0S¢
"Gee
°00¢
*Gl2
°¢ne2
ote
°G22
002
oat
AAS
dlva
6 3nI1
62
2bcoad
se
620022
°sln
°0Sn
°G2n
°00n
"Git
°uSth
*gee
“008
"hae
°n9e
"ane
ote
*42e
"402
"ude
°9¢1
AAMB
qiva
1°¢e
e°ee
acto
nee
g°
ey
S°2
eg
ned
meus
6°6
9°01
Smt
ae
Hloug,
°0Gn
°Sen
"0Un
"Gat
"Ose
"Gee
°OuUG
012
*sgne
*st2
"eee
°0vu2
oul
AAas
agiva
°Gan
°0Sn
°Gen
°00n
°Gaet
°0s¢
°See
"OU
nae
eine
°nte
°Gee
°0v2
"Soul
AABS
aia
0°fe °Sen
u°2e °v0n
6° "Slt
£° "0st
t "620
*u06
*aae
*nge
°Ene
°ofe
°G2e
2u0e
*oat
eecercwIn]
-_
-—-—
IJnocomearawre
=
42 AAMS
flnokd Javu
6°2e °¢gin
u°de °0Sn
o°e *Gen
4°e °v0n
"Suk
*oct
get
6008
eyae
049d
"une
°ute
*g2e
*“hh
°LAl
=
\
é
£
i]
#
0
6
4
t)
west nonwmr we
“——
ot AAMS
$2902 divi
rot mrNnAne
JAN TOM@OD oO DO
--
9e
aecuse
@t
609024
°02S
°Gon
°Gan
*0Gn
°oen
°0Un
my ay
°0St
"cet
*ouF
"eve
G92
"¢ne2
"ote
*Se2
*ave
°oul
AAwS
Bgiva
126
Orsotd
heZe
6tts
feje
Ace
Tee
ge
et
0°2
ot)
Gee
a°tt
9°6
neat
n°tt
Gent
On
noetne
AAWS
aiva
*0G6n
*Gen
"oun
°sit
°0Sf
°cet
out
°cee
*092
*cne
°Le2
°G22
002
°Lol
°oat
AAUS
aiva
*GAt
°G9t
"056
"Geek
"008
"ole
*us2
°one
OT
°e2e
ANUS
310
ac
91e0nk
Ob anty
°Ghh
°0SPr
°Gen
"00h
°Sde
°0S¢
"Gee
*nuEg
"Ge2
°a92
°9S52
°.ee2
*Ge2
*n02
°oat
AAUS
diva
6 3nl1
o°te °0Sn
2°ee °G2n
g°be °00n
w°e "ole
Ce OSE
°° "G2
9°@ °00E
s°t *Gleé
e°S *99¢
0°9 "0G2
o°9 "one
Lous *Ghe
acut "222
S AAUS
o0e0bs aivu
(OBO — Oh)
6°le °0Gh
c¢ts= "Sen
GPO *u0n
ene °Glt
[2 oct
9°t *Ge2k
nee 008
on °nle
2°64 "one
sot °6fe
9°6 *See
seul *002d
nent "981
a°ee
n°te
L°
9°¢
@°s
G°h
“ead
g°ot
9°eh
Sbtlotg
S°es
S°le
o°fe
lee
gq?
Ss?)
9°2
n°¢
n°
seth
S°6
6°Ot
S*nt
98
Tonong
°OuUn
"GLE
°0S¢
"Gee
"2ue
°0L2
°9he
"eke
°2de2
AAMS
alivad
°Usn
°Geh
"0Un
"Gee
°OSE
"Gee
°0U¢
°a8e2
*t92
"ore
"ghe
°002
°9oul
AAWS
Jivu
wee “Gen
i°te °00n
0°0 est
a° *uSt
9°5 *set
ve *u008
eg °ule
a°s *0Se
veh ute
s°ul ®"nte
9°sh *22e
@eeeeso e202
£ AAUS
sterol aiva
e
e
w
nN
a
e
n
4
ot *efe
6
LY
n
@e9,9cRemeoct
°
-
>
e0gond div
=
vzov anrwvwue
6
“
6
6
a
f
c+]
n
S
H020ns
"oan
°AGh
°Gen
SOUR
my a)
"OSE
°oee
"0UE
"242
*aned
ease
"Gee
*nvue2
"Out
eece
AAwS
giva
127
9°2e
e°2=
oye
0°22
9°22
0°22
v'te
eco
{LO
o°t
act
g°2
e°n
Liar 4
cot
et
at
Gtnoed
°oes
"00S
°Gdn
*2Sn
"ann
"Gen
"ov0n
°ole
*use
*o2e
"o0¢
°Lke
"4LS¢
*ote
*nf2
°222
AAMS
a4v0
s°8
9°21
eee
ne
Gt2ote
ae2e
$20
atte
nite
Ihe
hee
Ite
6°
et
nee
9°9
aeo
Leo
o°ss
94
dts02e
"00S
*Sin
*0Sn
°sen
*non
°Git
°0S5
"Gee
"008
°992
“ote
"Lee
*tE2
*222
AABS
31iva
*0095
°"Sin
’oGn
*Sen
oun
°oit
°oSst
"cet
"0u¢
"see
°a92
*ise2
“eee
°222
AAUS
Jiva
st
goaded
°0Sn
°Gen
*v0n
"SLE
*uSe
*Gee
re Y
*Le2
"E92
°4te2
*2he
*222
AAUS
Java
22
Vieted
nt
Lobos
Ob ani
"006
°Gan
°0Sh
*S2h
"00n
"Gat
°ose
"See
*00¢
°Lve2
"292
*.s2
4 ©
°222
AAaS
4aiva
Ob 39ntT)
-_-—
2
o20028L
AAUS
giva
ot
seane,
note
a7 ©
ee
8
Or fCOonvreoem—
e
ANOF OMM OU
ee
ot
60R0bE
*00n
°auf
"198
*6ef
"Sif
"00€
"Owe
"ove
*¢n2
Pte
°See2
2c?
AAWS
aiva
128
o°2t
Lsisat
On
no2tnd
foie °qen e°des
gee °00n 9°\o
nee ®Glt GOO
c° "ose Li |
£°t °oet 2°¢
s°2 °00¢ 2°s
6°9 "tle 2°s
Liar | °49e nes
I°9@ °nfe2 erd
beet "Ese cols
ae a *222 9°¢st
ct AAHS 2g
4000nd Jiva Soerte
°Gen
*Oun
"olf
*ogt
°see
"008
ay &4
°0G2
"202
"922
*222
ecod
AAUMS
aiv0
Of
608084
°Shh
°0Sn
"Sen
°OuUn
°ols
°0S¢
"See
"009
"42
°6S2
"\fe
°222
ANaB
aiva
Ov ant
°0Sh
°Gen
"00h
"Gae
*0G¢
°Geg
°00¢
°242
"one
°2k2
°222
AAS
aiva
OV AntT
ae
OfS0nd
62
2tzog2
*00S
°sgin
°0Gn
°Gen
*00n
Slt
"ost
*soet
008
“one
°4Se
"Lee
*2ee
*222
ANMS
Jiva
°oon
°Gen
*00n
°Gue
uct
°s2th
*00£
°E9e¢
°efe
*1ee
°22e
ANUS
alva
Cr
nboogs
42
Gbnogd
"Gen
°y0n
a7 e%
e ust
*oeh
Paes §
*2ne
°oSé
®age
gee
*22e
AAMS
diva
-m
8
eeceee
Ce a a fd
weaVIO—K—VNNF
92
gefore
’osn
°Sin
°6en
°000
oat
OS¢
°oet
*0UF
nae
"ose
*gie
ene
*ec2
AAUS
31v0
129
\*¢ge *oin
f{°2- "oSn
{°te *sen
b6°e 0)
Ste *GLe
(yD "0st
{10 *oee
s*t "00E
s*2 °gle
2°n °0Ss2
wea °ode
6°2e °ole
Ste "ust
aot *oet
Gon "ook
S°s °0be
£°S *sle
0°sS °Ga2
£°9 "use
n°9 °se2
£°L *gte
n° *902
s*ot *y0e
o°tt tor
n°ot “gal
6 AAUS
seenee
91
dtsoed
Orsote
°asn
°Gen
"oun
°GLe
"ose
Ue
"ous
*se2
°0S2
*Gee
*ov2
out
°eil
AAS
aiva
ceesceececee
eooomomn=
yuwrnmeoewcae
“me
£
£
I
n
9
n
4
4
0
£
9
e«ereocoomawaw@enrN
eseeee ee
ae
wOn0te
t
t
iy
t
60futls
Th 3nIT
°Geh
"00h
°GLE
*0S¢
°Ge¢e
°00¢
°GL2
°692
*0S2
°Ge2
"912
°002
"lat
°cat
°s4t
n°ut
Zoot
s
o0e0td
"uSn
*Gen
*u0n
ony & 9
°ush
*G2k
*00f
*Sle
*use
*see
eLte
°202
°gdt
AAHS
ziva
et
900KTE
°Géen
*0Un
°“GLe
°0o¢
°oet
*ouEg
*foe
"L492
*"n9e2
"One
"ste
"Ove
*tul
"cal
ANUS
aiva
v
v°e
aes
9°9
s°9
4°9
S°6
ut
5°9
=
i“
WEHObd
6°@e
3c
eeceesc
a=
e
LY
£
9
s
4
0
é
*)
I
\
i}
eersaseccoes
{
stetod
*v0n
"Gah
*uSt
"28
O08
ole
ene
*nle
*90e
Hah
*cal
AAMS
3ivd
onooooorwrwnwo—wu
Oonnw2aaososeasa”™
ot
60901!
0°¢e
G°te
G°e
6°
et
n°2
9°¢
2°9
(oy
$°ot
[SOE
a°ot
2
Els1og
°n0n
"oat
ost
*oet
out
°Gue
"aoe
°¢92
°Lee
*ou2
*0v2
"out
°eat
AAbS
giva
*Cen
"OUR
"oat
°OSé
*"soet
"oO€
e042
"Lie
*2I12
*"gue2
"Nol
°¢at
AAUS
alva
130
note °gen ne2ze °00n
O°}e *00n O° te "cit
S°s *olt ete "0st
ne °ose LS *cee
[YO oer 9°t “ouE
s*t *u0¢€ tg "gee
e°s ®sied a°9 *aG2
9°S *0Se neg *Gne2
ned *Ge2 1°9 *ol2
d*ol *00e 9°0t *002
stat “nel o°¢st "aul
9°Lt "ot ear a "out
eat °Eht 2°kt OG 753
ne AAHS ff AAHS
S0z0nd Alva gotond aiva
Q°2e °00S
I°2e "on
Gtte °0G0
S°2e °cin Qre °Sen
S*te *oSn 2%e °n0n
Sts °s2en [ee °sLe
}%e *o0n 9° °oce
9° "cle 6° °cee
6° "0St s¢t °0ur
2°t °oee aot SHO
£°2 °00¢ 6°2 °992
[xOF °vbe2 gen °sne
S°n °¢9e2 nel °022
9°sS *9h2 s°8 °nle
“4°k *gee 2°0U °002
o°tt “002 G2 Got
neat °26t eect "Lat
cet °c 2°dt Oat
s2 AAMS ne AAUS
stgote diva Steore diva
| tl lA eet el Ae eel
awoerroagyg
eg
902t1ks
2
Sipoge
°02n
°00n
°ole
°OSt
*G2u
"OO
°Gle
°0Se
022
*v0e
*\ol
ay a)
"cdl
AAUS
aiva
Of
Oteute
Q°2e
0°2e
{°le
O°le
fee
te
ge
e°t
9°2
C°n
(07h
S°0t
O°Lt
2°kt
22
Theses
o°te °Sin
°0Sn noes *ucn
°Gen I°ee °G2n
°00n o°ee *v0n
"GLE o°ee ole
°0S¢ give uct
°Soes ret Get
*ou¢ g°é *u0k
°Gd2 9°n "Sle
"0G2 9°9 °0Ge
°S2e2 sta "ale
"002 neat “oak
"oul 9°at *94t
"eal q°at elt
Sere Seree2e0 eee2e
AAMS 62 AAMS
aiva etvdéoad jiva
nace
Tl ant
9°ce °uSh
°Ghn °Gen
’0Sh *u0n
°Gen °SLe
"00h s° °uGs
°oLe vet "Get
°0S¢ act "00k
°Gee ern "ole
°00¢ 9°49 *¢Se
°Ghe ped °"2Ge
°0S2 pee *§22
°Gd2 q°oot une
°u02 g°et "Hal
°OLt peat GLb
°gat eat eect
poor ROOOOO BOSa
AAUS he AAMS
alva 620022 Jiva
Th 3nl1
oco
ee
.o—
oo
eewooory
MINEF OMe ocyT
-<---
Re
nt1o0te
02
GSuwued
°Sén
°O0sn
°Geén
°0Un
°S4e
°0Ss¢
"See
°O0uU¢g
°Ske
"ase
°Gee2
"Ou2
*tot
"Oa
"eal
AAwS
aLva
{°feo
n°ée
2°le
Te
6°
ecu
lee
nes
é29
woot
g’el
neat
o°at
42
abnord
e
mrnncr INH
ecenmwrassawawe
meee
AAHuS
Jive
*oin
®usn
*sen
oan
Get
°0St
*Gek
00%
°gLlé
®4ne
*u2e
008
"eat
*olt
°gdh
AANS
avd
—amNeFR RRR SO
ec ee ce oc
rFEFNOoFMmnNN
92
a2furd
Bere SOI MNe
-e-- =
i
9
9
9
9
S
f
9
(i)
AAS
3ivd
13]
¢°
qma@o-ysoomnr
eeeecceec
coorooran
"Sok
"ole
"ose
"Sek
"00k
"ole
"052
°s2e2
*\22
"ule
"ue
"eet
AAUS
qivd
eocorer foarn
Bmeeconrceccoe
—-—
ss
2 ant
"00S
°Gdb
*0bn
°Gen
"00h
"Gas
"0OS¢
"Seg
"oUF
°sh2
°0S2
*Gee2
"002
"vet
°edt
ANAS
diva
im)
ccrwom-Oon
6
t]
v
4
C]
4
I
0
9
omer eT ow
coFOoMMNNT
a
i
2
£
"
9
0
£
4
9wmET~Doonn——m
-—-—
~
nn
ole
°0St
*get
008
82Le
*\ne
"fee
*u2e
HAS
AAMS
Qivu
if
f
n
S
4
iy
6
0
"net
"oot
fone
"2h¢e
"002
°o9e
*Fre
tee
OUCaed
*102
"ael
AABS
a1vd
AAUS
Sufurg a1va
132
S°2e °Gin
iae™ °uSn L°ée °00S L*te *0Sn
{°fs °00S o°be °Gen Vege °Gdn b°ee °Sin O°te "Cen
O°2s °Gin s°ge *cin L°fe "ohn LOO °u0n {°2e °0Sn S*te °0G¢n fe *o0n
9°le *oSn S*ee °0Gn 9°de °0Sh (}2 "Sit Q°}e °Gen 2° le *G2n n° "oat
Ite *cen note "Gen S*te "Gen 6° °0S6 n°te °0un o°te °u0n [KO "NSE
scte °oun yes °00n Ste "00h got "Gee ne2e °GLe bohe yas 9° Get
Qte *cit nos "SLi tee °SLe e’e °008 dete "098 °e *uGE 0°0 "oet
[te "OSE 4° °0S¢ n° °0S¢ aen "192 bce "Gee ee *o28 9° °n0€
us "cee | °S2e oct "Ges 0°! °992 Ey °0Ug aan ° 008 0°} "€o2
9°t "008 ot 00E a°t "00g 2°64 °0S2 aes °nd2 ie *on2 G°n *992
ar2 "G42 n°¢ "G42 a°¢e "she och °422 Ls °Lse i°n °2a¢ o°%% "ane
6°n °one 9°S *pne e°s °0S2 or) *ie a°9 "ane ears ®0ne 2°e ‘122
1%6 "ole £°6 *cle e°g °Se2 gout rg e°L °Ge2 £°u *ele 9° *gle
6°0t *o12 e°ot *une 6°6 °002 vot *u0e L°6 °0v2 2°ul 002 1°04 *002
Lett *aet o°t uHI 9° tt "eat go ht "oat cout "gut e°ut °ual s°th "out
wasesalases GOqO0d. Ho00 encace =aa6 pesccs waco Sscesclesee eseueltenee Baaodo: 0500
s2 AAHS ne AAXS fe AAMS 22 AAUS te AAUS 02 AAS ot AAMS at AAYS
9tcond iva Si2084 31v0 9Tt0£4 Jiva thered ava e2o0eL java Sogue, aiva $2902L iva 6v9024 31d
wcce
2t anit
e*ze "00S :
0°24 "Gdn L¢de "Gun 6°2e *0Sn L°ge °0Sh
n?te "oSn ete ’osn 0°es °Sen L°2e °0Sh 6°te °Sen 6%2e oun
ete %S2n ette = "Gen e°ts un L°f= *G2n 9°22 *Gan O°fe %00n L°te Gag
t°\s °)0n hte "oun nee "Sue L‘e *U0n g°be *00n {ce °G4e o°ée *00n S°e "OSE
6°e "ott 9% "ost ge "0Gt JPG "SLE o°v vay ue °0S¢ note "Slt o°t "cet
ra) *ySE 0°0 °0SF. (tO "Ges he °09¢ o°t °USE & °Get v°u *uSE G°2 "n0E
6° °Ses [2 "Gee 95 "00¢ a°y °Geg s*t °G2e ese °00€ o°t °G2t oon "ove
9°t "vue 9°t "out 6°t "soe eet *o0¢ noe *00¢ 9°¢ °o4e2 4°s "008 £°S 692
S°2 *ste S°2 "cL2 e°s "ole 6°2 "G42 s*t Ele S29 °0S2 4° ‘ele 9°9 *Es2
€°n *use S°n "0S2 2°g *Gned 6°n °092 gen oyne veg Pane 6°9 e_ne ord ohne
9°. "Gee 2°e "122 9°%% *022 nee °Se2 ek *E2e “ey "ade 2°6 ®ned S°e "ele
n°6 ®ale o°0t *ale2 6°@ °Lte s°a °Lt2 o°d *Lte neg ’ale ha) °Gte¢ 0° aie
0°6 002 6°b 002 0°ot "002 L°6 °002 9°6 “one “°6 °0ve2 4° une toos *0v2
nett °aat a°ts °agl o°4t “gal o°st "eet o°bs “uel e°ur "aul ooh °gal a°ol “at
@eeaeet® "eaec8 seeneeo ea06 eenqneaeo e2eeae Seeecde Bees ee2reeeo Goeoe ws @eeaoa eaoe ee o
4v AAS 91 AAWS St AAS nt AAMS fT = AANS 2b AAAS a AAHS Ol = AAaS
Ltno2d Aiva £tgo2d Jiva 602024 Jiva fotoes Ilva gtethe diva Loot, Alva Welk Alva OlROTL 31v0
133
cf
e0tond
On
nuetnd
ray
o02,G2
AAMS
aiva
°cin
oon
"out
mut}
°0ek
00s
*Gl2
*0S2
"Gee
"ole
*ovu2
*ael
AAUS
qlva
S°2e
9° fa
Lee
0°0
chy
9teond
-—
og
Outed
G*ee
2°ee
°Gén s*te
°OuUn 6°s
Ge
*0S¢
20 anit
{iOGO
"Gen g°ee
°U0h O°ds
°Sde Ore
"055 re
°62¢ et
°00¢ nee
°¢h2 g°n
"092 6°
°0S2 6°9
°Gee 6°9
°2he e°e
“002 o°ot
°eet 9°it
a°¢e *00S
{°20 °GLh
L°te °uSh
f°2e °Gen
0°22 °uun
Tehe °GAt
1%e USE
e° "Gee
9°t 00g
Ore °042
“es °ened
9°@ "ele
4°08 "0v2
$°2) "dul
98 AAAS
i°fe °Gcn
2°20 °00n
0%2e °G4e.
S*te OSE
a°te See
a°4 °ouE
{°n °so4e
£°9 °0se
6°9 °0ke2
d°e@ “ole
6°6 "Ove
o°ts out
Sf
S9LOnL
°OoSth
°Gen
®uon
out
*uSt
®o2e
e008
°G9¢
*nne
°cgte
*u0e
Hah
AANS
41va
n°2e °soan
a°te *0Sn
2°te °Gen
ite °00n
ne °oat
)°0 °0G6
u° °see
ory °00F
n°? "Sue
a°n enge2
nee "Gre
9°L *nee
1°6 "Lied
4°04 "Hue
t°2s *o6T
ne AABS
GO20n4 3100
AMmMoFsSTMn~D
eceeee ee
re OOF Mme
--
° e°
2 2
S wo
~w ~
92 AAbS
oeford Jiva
134
Jsoocor-ONnne-—
om@mgornoonc
-—-— ee
ut
Linoed
mocteronnwn
aemennoorre—
eee eee oc ©
-—
AAHS
aivu
91
Lisoee
’Gan
"on
*Sen
*°00n
°c.
"Ose
"Geet
"OUE
°nd?
one
*6le2
*g2
*ou2
*cat
AAUS
aiva
*oun
°ole
"ost
*Gee
"008
*Gee
°0S2
°Gee
°ole
®ate2
*nvu2
*cal
AASS
agiva
s°
e
S
uv
S
0
v
‘
8
a
moca omens
6°ee
ewnwrewswmen—™
eceeeee
mocrFema3I”™ ~
“——- a
°0Sn
*Gen
°vu0n
"Sle
"USE
"Set
"00g
"G62
"492
“ane
DPE
"ite
*v02
"Sut
AANUMS
Jiva
meme
"Ain
°G2n
°00
°GLe
°0S5
°oes
°00¢
*ho2
"692
°hne
°ole2
"Eg h2
aot
°sat
AAYS
aiva
£0 3niq
°G2h
"00h
°GLS
°oS¢
"Gee
"00¢
°Sk2
°0S2
°G22
"ale
°2he2
*ov2
Oot
"sat
AAYS
31v0
seco
€) ant
g°te *0Gh
2°c= °Gen
(AI9 °00n
4° Gt
2° *uct
ot °G2e
AOS "00k
o°k °nhe
6°f °692
z°s °nhe
£°s °ole
octt ente
e°ul *e0e
gut °L6h
woot "Ht
@ee2ees Gaeae
at AAYS
Stele aiva
6° "slt
ia °USt
US "oes
2°s *U0E
eh °sle
AES °use
£°9 "Gee
oc% °ve2
6°o "ote
geul "002
o°st °sal
o°fe °0Un
6°te "Gat
2°e “Ose
et "Get
tee °0Ug
t°2 *"ou2
9°¢ "142
£°9 *on2
O°% *nke
2°4 "ghe
0°08 real
$°0t °Lot
1°¢h "sot
@eee2e0G F220
2) ANUS
Z00ttL 3iva
6°2e °Gae
2°te °0SE
a°t “Get
S°¢ °00E
°s °SL2
£°sS °use
4°9 "ge2
s°th *Sthe
G°ol "ove
O°nt "Cul
h AAYS
Sttotg diva
9°2e Ouse
2°ee *ode
Lwe *UGt
Goeth
ih Y
*ude
°sGe
"pre
“ole
*nle
“Hol
*¢al
e eee
mocercomn
eeeee
-——
cenrrroemaciac
a AAMS
bOe0te qiva
0°fe yay
9°\e oct
4° *set
w°e 008
o°t Hae
4°9 092
¥°S "182
Vices "ele
2° *ote
S°Or “46h
vent °gat
stevol qivu
9°2e °Sat
"ost
°ocet
"NUE
*ol2
*5§s2
"tre
"ale
"she
"0u2
"tol
°oel
"Ful
e
8
ee eee e ee oO
AMOS OrF OD OW
rceFrPorwmumnorn
Oy AAMS
OlHUTL 3100
™‘“
°
°
i's)
re
=m
a
)
0
2
£
2
S
q
gyoorrnaise
°
>
”
NN
---—
°
~~
ce
2 ARMS
9btbog aiva
135
££
gOt0nd
ne
IJIe-—-TOMMN—
“——— ONMMNUN CO
-—-—
G2
9teoge
2¢
9021s
1
Meee F OWIWUN
Forsomnoo
-—-
ne
Gt20te
AAaS
a1Vvd
°aan
"osn
"Gen
*oUn
’oas
oct
°Gee
"noe
°ove
°@S2
°Lee
"ale
*sl2
“ool
°oul
AAWS
aiva
if
1
i
Ve
wOOTES
eese
S°2ee °Géen
2°2e *00n
2°le "See
G°le °0S¢
n° "Gee
2 *00¢
oh °S42
4°9 °92
ced °Ge2
mews "the
C°us °002
a°cs "Fat
e2Seeoen
o¢ AASS
OlAosd Alva
€o 3nrt
L°de *0Sh
2°te °Gen
Gee *00n
ye °sae
{iO °0S¢
e°1 "Seg
ore °oug
G°E °Gl2
£°S °0S2
9° °Ge2
o°2) °2le
6°0t °0vu2
6°90) “961
o°th “cul
Seenseo ®e2e6
22 ANUS
bhetes atva
be
62oUeL
°osn
°Gen
*o0n
°Slt
ust
*g2e
"00h
°9Ll2
*SSe
"see
“ole
°nte
"ole
*Lol
*¢gal
AAS
Vivd
g°2e °Gén
T*2e °0Sh
S*}e °Sen
b°%e °Oun
2°e "See
(dU °0o¢
s° "oes
"Ou
"2ue2
"92
"Lie
°Lhe
°¢le
“Lol
"Cul
Joumwunasa wie
orca onoeg
—-<—-—
02 AAUS
SoRmo2e aiva
3
e
moe-aeasan=—
-a
*u0S
*gean
*yOn
nth
*u0n
"Gl
Oct
"Gat
"u0E
*Sde
*uSe
*G2e
®ele
*ane
vol
"¢CHwh
AAMS
qivg
°uGn
"Gen
®UNN
cit
ust
"och
"UNE
*Gle
*0Ge
"Hee
eute
*gIe
uel
°cHl
AAS
Java
{°le *Gen
pee *00n
G°e "oct
n°9 "NSE
n° "See
(22% *00€
e°2 "SOL?
0°%R °ag2
aes Ene
£°6 "ele
t°24 "cle
6°Ot ole
a°eos "ove
a°et "ful
6ef0fA aiva
n°ze °Shh
ae te ’0gn
b°e *Cen
{°e *00n
t° "cut
ue °nst
e° "eet
ert "ook
e°2 "tee
L°n sts
n°a °2ce
1°9 *ale
6°Th "gle
Root *aue
“°ot *Lot
haa! “Cul
Ch AAUS
609024 31v0
136
Woemomorrian
-
KFNNF—-mMnIO
6
engote
L°2de °GLe
nets *ose
{0 see
aet °00e
Fon *sLe
F°L ’0se
9°A *¢22
g°ot "ele
a°a °s02
n°6 ove
o°0os "961
L°st "sal
a AABS
TrS0td alva
”
ROM 3IONMF SCS
momemoonam
"uGs
*G2e
a Y
*Gle
*uS2
*s2e
fate
*402
“Lol
"Sat
AAHS
aivd
Gin
*uSn
*Gen
°00n
°odt
"USE
°G2eg
"00f
*cle
°0Se
*Gee
*nte
*u02
“nol
"set
AAMS
31vg
9
O1sote
t
if
£
S
9
t
if
f
te—-F OMNIS
tmnnm
9°@e
g°te
ee
~me
7“
KFnwsonwoosoca
wocce crm
=
S
oreotd
°00n
°Sit
°OSh
Geet
OnE
*Gle
°0S2
°afe
*l2e
leita:
*002
*eal
AAHS
Zivu
°ses
*00S
°soin
°0Gh
*Gen
*00n
yay
®0St
*see
"00g
*2ue
°9G2
*Ehe
*G2e
*st2
*26l
"sal
AAAS
aiva
£°2e
fee
0°2
Ien
L°S6
n°s
S°s
S°9
Teos
T°6
9°6
L°S)
p
Orrote
°Gae
"OSE
Gee
°oug
awe
°cLe2
"0se
"one
"ele
*gu2
ove
°Cul
ANUS
alvo
00S
°Gan
°0sn
°Sen
°Oun
"Goce
°0s¢
°Gee
°0uE
Gee
°0S2
°Le2
*¢he
"ove
°Lol
°set
AASS
alva
--o
cece e
-—-—%
8 e
=
weocrwowouwm
—
BRPccerPFPOCRrE
e
o
= 0
8
a
a
Stletod
exzeamnewrz
ome cr rne
tne
"Git
"oct
"Get
600%
192
°c9e
eqne
®E2ee
“cle
*goe
“96h
"cal
AAHS
Biv
"Gdn
*0gn
°o2n
°\0n
Sut
ust
*oek
“00k
"gle
une
*¢2e
*ole
"Hol
set
AAUS
Java
é
9Vtboe
9°
if
2
h
4
q
‘
I
h
e-FTDeoNTF OW
mt
So020ng
oat
nce
*cet
"0UE
*cle
"Ene
"212
ence
°¢ul
AUS
g1va
137
uo
ee
.
WAN EF DC KUO rO
eeeec ee cee oe
-
-— ee
Ly
ée
S
t
6
)
8
)
n
S
9tsord
°cin
"0oSn
*Gen
"v0n
°olt
°ust
"cee
"o0E
"gue
"092
LS:
*nte
*902
*v02
*cah
ANMS
diva
ne
st2ore
ot
Ltsoes
’0Sn
"Sen
"oun
"cle
"ose
"cet
"ous
POAE
*"nge
"\ge
*nle
*ov2
°cal
AAS
aiva
*005
°Gih
°0Sn
°Gen
"00n
°out
"oof
"see
*oo¢
*ce2
"6S2
°sse2
ple
"002
*cel
ANUS
alva
a2
9t1ogd
°uSn
*Géen
°00n
°SLe
"USE
"Gee
"v0k
*sle
°0S2
°Geed
*cle2
"002
"sat
AAS
Alva
°006
°Ghh
°OSn
"Seh
°00n
"GLE
"oss
"See
"00¢
°sle2
°0S2
*L22
"¢he
"002
“cel
AAMS
jiva
pt 9nit
°0Sh
’Geh
°00n
"GLE
°0S¢
°oee
°00¢
62
°ng2
°o22
°nte
°902
"002
"cel
°0Gn
°Gen
*v0n
"GL
ust
*Get
"vot
*ole
°uSe
°922
*ote
*902
"Lol
*gal
AAHS
qivg
°0&n
°Sen
"0Un
"SLE
°OSt
°Set
°00F
"ede
°Gse
"2h2
"she
"Ove
"cul
AAYS
daivo
°Gen
°Oun
°Gat
°os¢
°Geg
"O0uUE
"Ove
*0S2
°on2
°0¢2
"gle
"0v2
“tul
AAS
diva
=
f
b
b
s
4
6
S
s
S
-
=
woerecmomn
Ra@e-eroc
ims
VOootd
*ush
°Gen
*v0n
cli
°0Sh
"Gah
*v0t
*LLe
°2Ge
®422
*cote
rd
"0028
*¢al
AAMS
diva
2
eee eo oe
e
WMwosrgowmwonwrnnsn
£
i
S
£
S
r
cy
0
e
8
RI
609024
MWerDeoDrFronNnNnn
DAE Me - OD VU
ot
ObROTE
°00n
cat
"0st
*6ef
*ou€
°nde
°1S2
°g2
°tse
°a22
Stille
“nde
°nvue
°gul
AAS
avd
138
tole °0Sh
Lte °Gen
Ste *o0n
fete "aut
ste °0Sf
&e °cee
Sct "008
art *o82
6°F *192
GUY) °oge
arty "the
L°6 "002
6°6 “dol
o°st *cet
on AAMS
pozgting aLvda
Lhe °G2n G°2e
6°e °oun e°te
ge °olt Ofte
we °0S8 0°0
e° °Gek 6°
6°h °00¢ te2
be2 °gRe 0°¢
£°S °oS2 0°S
S‘@ *g22 UE
ott *ste cous
S*6 "Que S°6
o°ot *96} 9°nt
pect °gat 0°st
££ AAMS eg AAUS
9021f4 31v0
mec OoOL HK OO
co- ODoOoom—
e
wn
-
of
bootnd
0°0
>
syoanoomrrsw
iY
ro
£
S
4
1
6
()
S
ij
J
"cin
°uGn
°G2n
"von
Sle
"uss
°G2e
"00EF
*SLe
°0S2
*Ene
°ale
“une
"Lot
"sal
AAMS
qlva
I¢ge
2°2e
2° te
nes
g°?
a?
o°s
n°¢
a'n
nes
pO?
9° tt
B°6
b°ot
chy
9tbeond
Of
Oleuce
°Gkn
°0Sh
°Gen
“00h
°GLe
°0S¢
°oeg
"00¢
082
*092
"Lg2
"be
°0u2a
°eal
AAUS
Alva
ht anty
°Gen
"00h
°S4g
°0S¢
°GeE
°ou¢g
°sl2
*0S2
°¢t2
"otha
*002
"set
AAS
diva
ht anid
e°ee
o°es
o°te
nee
4g
bes0nd
°Ges
°00S
°SLn
®uGn
*sgen
°00n
"silt
"ust
“Get
"OE
°"Sl2
*0G2
°ode
ote
002
°gal
AAS
Jivad
ot
°Gén
°Osh
°Gen
°Oun
°Set
° OSE
°See
"0UE
"092
°nne
°¢ee
°2he2
"nove
"cul
AAUS
aivgd
{°° oGt
L° *G2t
a°u ONE
£°¢ "nde
ey *Gne
v°ul ®ale
s°6 "ude
9°20 °Gin
Acte *0Sn
OD ®*G2n
ue}e "von
T°feo "Glt
ee OGL
9° ®GAt
(OT 2008
nee °ened
f° °4Ge
9°L "see
boul °¢1e
6°6 *u0e
n°st °Fat
2°2e *0Sn
C°te °Sen
Q%ea “NUR
yD "out
S° °ngt
Tpeat set
6°) "nue
9°2 "Cee
$°S °ase
6°sS "une
S27 orLste;
OAT} "Sle
meus "the
a°6 "002
mst "sul
eeece
e
ad
~
FoneKeMDe
92 ANUS
6esufd 31va
139
0°2e *G2n
acte *u0n
itte "cae
ttye "uSt
0°0 *Set
a° "oor
9° “cle
£°2 *0S2
{°n *G2e2
“ee *gte
9*ot *¢02
4°08 "002
S°A “nol
6°6 *oal
ent "691
2°nt °¢st
eecces seen
at AAS
§
§
i
)
‘
S
2
0
ry
‘
£
eeee
JeroocoDoO Iu
a
.
ce
(=)
~
—
°
Cal
o
6 AAMS
e090bL diva
*0Sn
“Gen
"oun
ay a)
"Ose
*cet
Sh Y
*2u2
*262
“aged
"402
"v2
*ool
°e9I
*gst
91 AASS
disoed 4lva
9°%2e Gen
Ate *n0n
2°*te “cut
e°te °oss
¢te "Ges
4° "ous
0°? *sle2
arg *"0G2
n°9 *se2d
0°98 "tte
4°03 *a02
g°ot *nu2
0°6 *col
6°6 Sat
2°nt *est
ascace cous
a ANUS
T1S0td diva
ar-cooociwnu=e
cTFJIMwMrnawe nw
_——
sl
602022
i
vu
C)
4
v
”
8
i
aooococrsg
—
oOnotd
*G2n
*v0n
“ody
"ost
“set
"004
*see
*092
*st2
“ole
"nde
“461
“al
291
"4st
AAMS
qivu
OVfote
°Sen
°00n
"Sue
*0s¢
°Ge¢g
*n0¢
"toe
°992
*tn2
*nt2
"ov2
*hua
“tot
*99}
"Est
ANUS
alvo
St ani
at
Steths
oreots
*u0n
"Slt
"uct
"G28
"00k
"nae
*oSe
*nte
"602
"nde
961
*Eat
°sst
AAYS
Java
S°2
wer or wzcos
°
zooomroaom
2)
Lootle
yJeocooomnnwyn
6
9
ij
0
S
2
0
9
f
altot,
*v0un
°Gae
046
"Gee
*"OuUEg
"Ow2
°oG2
*or2
“oe¢2
"2h2
*Gu2
"Oot
*nal
°Esol
AAS
aiva
cm
ee
®
-
-O-K- CoRR Mm
e
,—yeoO-—-rounrn
=
VW
HOo0tL
£
v
C)
4
é
6
$s
é
C)
9
S
ececeeeoe
—-— es
SJeoocorrarza—eVS
—
Lte “Ost
ace "Soet
(40 *nuUE
6°2 nee
e°9 *6s2
"°9 ore
Rel *¢le
6°Ot *que
n°0t *002
26 *oot
$°6 °aal
“°ot sagt
Tent ’¢st
Ot AAMS
OlRpotd B190
§°fe °Gae
1°20 "0S
O°le "cet
° °oug
2 "eve
S °oS2
S “one
d "tle
ot "012
Ot "008
6 °sol
nett nol
o°nt "sgt
2 AAnS
9btiOg diva
140
{*te "ole
Q%e °oSt
g¢ °Get
y° *00
0°2 *ol2
ten °0Se
9°9 "Gee
0° "g0e
nett "002
S*°6 °Gol
vot ®nal
bent °sst
Q%2e "Gen
g*te °00n
Leo *oie
Z%e *uSs
9° *G2e
°s "00g
ot *nee2
.°¢ °192
4°S *ofe
n?g “the
s°ot *00e
6° °gol
L°o ay a
tent *ssi
eoccee (pace
Se AAMS
91G0f4 Jivd
2°
=
NPrememO ODoew
t
t
g
9
g
if
6
0
fh
t
I
eg
9n2tts
ne
Sbeote
°0n
"oe
°0Sf
"Get
°008
°cue
to
*gte2
°002
°1et
°gst
AAUS
alva
*Sen
oun
°o.8
°0S¢
°cee
°008
"lee
*092
°nse
"the
"02
"Oot
“nat
*¢st
AAS
ziva
0°2e *Gen
9° te "von
4°le "ole
Ite °uSE
°e °G2e
S°s "u0E
“eu 262
$°s *n9e
e°s "nee
9°9 "S02
o°ot °0ne
£°o nel
2°ot my a
Vent °sst
Tf ANAS
gooted Java
vF,o3roNnnue=
e
(3
Cal
w
£
0
9
f
4
0
é
i
=a
e
tal
nt
0¢
OLeuEL
“=
*00n
°ole
°0s¢
°62¢
°n0¢
°642
°0Se2
*S22
*2h2
“002
*Got
°L91
°est
AAUS
aivaq
St ant
St anil)
g°ee *00n
0°e@e Slt
o°be "ose
0°0 °o2et
2°s "v0
£°8 *Gle
0°s *uSe
G°S "Gee
sca *gle
ost 002
S°6 “get
gous "145
e°nt a)
Bereee e202
02 AAWS
Gtc40&L Java
g°¢e *00hn
(ZO YO *olet
"uct
"Sek
"008
°Sle
4
ote
°90e
2202
*2oh
°s9ol
*est
te AAWS
626024 41va
eee eee ce e ec
BPeeTorNnAnH-o—n
a
S
0
{
\
4
4
9
4
0
£
0
-<—
02
Sogods.
ues
e°be
2°te
b°he
4°e
\%o
4
o°4
n°g
9°s
o°bt
6°u
o°ot
bont
42
9bHotl
°0sn
"Gen
*u0n
"alt
0st
°so2t
00k
°\le
*one
*hee
*00e
®Q6)
ent
*¢st
AAMS
iva
*sen
"un
eGift
“usa
"set
*v0kh
*ole
°0Ge
*g¢e
°o02
°n0e
"gol
°291
°sst
AAHB
4ivd
S°2e Gen
2°20 °sin
i°te °OUn
Hoe "Gat
G*%e nsf
9° °cee
g°t “nut
9°2 ote
nn °0s2
£°9 *¢¢2
s°A *yoe2
ens *n02
2°6 “nol
g°hl "not
tent ’¢st
Qe ANBS
eefote F1Vvd
L°ee °0Sh
1°2e °Gen
Q°jeo °00n
2°te set
ate °0st
2°%e °o2ee
° "out
gol °ad2
“ee °6s2
esa °ag2
a°9 *e6u2
6°L °aue
£°R °¢02
6°ot *H02
0°6 °nol
Hews engl
O°nt *¢gt
al AAUS
609024 J1V0
141
eeceee
wwaecmrnnnmnr
-~——
momrvouwnnaenm
AAYS
Jiva
AAUS
hoetine 319
nome nmm-
Noromo- nn
=——
eee
cess
eo
o
e
CY)
°
e
e
°
S
C)
6
2
v
n
2
4
)
0
é
9
S
\
2
e2ceerr aoa
°00n
"oie
*0St
"Gee
"00g
"Sie
*uSe
°G22
"ude
°oil
"shi
*nst
"oft
eese
AAS
aqiva
{°fe
L°2e
0°¢e
G°te
O°le
a°t
9
Sets
yeor
een
ee
9te0nd
°uSsn
Gen
°00n
"Gut
*oSt
*Get
"008
"Ode
*gne
“ate
"une
"nol
yds
°Esi
AAMS
31a
"0G
"Set
*0ug
"692
"tne
"Lie
"Ove
°cal
"ost
"ort
AAUS
alva
ee ee eee e ee
woarorr- ene
ee
Jwaqaoccrrmon—
-
-
e
‘
se
0
i}
e
0
4
0
6
n
enoocoewrwwnecewareeonw
wm
~~
*0St
*gek
"our
°Gle
®_ne
*yle
*v0e
yy a
nat
°gSi
"oft
AAS
qavu
Gen
°u0n
egdt
"ust
"Gat
*u0k
*99¢
®the
ote
*y0e
°sal
*gSh
ecae
AAMS
Jive
eee ee
oer ™w
Me DOoerrVrOoenNnrDIN
Fer Keumnne
°OSt
°Gee
00k
"Sle
°nSe
"See
°902
fact
°sal
eagi
“ost
AAYS
alvd
142
9°22 °00n
gtye "ole
Lee °oSe
0°0 Tat
9° "008
s°*t °cle
9°2 °uSe
2°n °s22
2°9 °002
COL *ual
S*ot °29)
6°6 °c)
s°st °ott
s2 AAMS
9tg0kd Alva
Ite "Git
S°s "uSt
bee °oet
[%e *008
9° °"ol2
“°t °0S2
g°2 *g2e
o°s *002
4°s °Gok
6°6 °L9t
L°6 °9S1
L¢nt °nnl
tot "ofl
e°ge °00n
6°te "SLe
*ost
ae. °Ses
e° °"00€
set °sl2
COC? °0S2
ten °Gee
1°99 002
n°@ Sout
2°or °.9t
L°6 eust
6°st "eal
n2 AAHS
St2otd 3lvd
°sen
°o0on
°GLe
"0S
°Get
°ouE
"Se
o°t °0S2
g°2 *Ge2
2°s "ove
0°@ "owt
#°6 °ost
Hest "act
94 AAUS
2ig022 4iva
e*¢ge ’v0n
6cte °olt
L°%e °uSe
nea "Gee
q° *u0¢
*Gle
°uS¢
°S22
002
®udi
*69t
°9SI
"cnt
"ots
Serr I2Fewnaocnw
e cece
_-
——
i
e
s
S
8
0
6
S
S
te AAMS
91b08e Alvi
2°es °Gde
S°Ie °0Sh
Ose *oek
2°o "u0e
9° "sole
a°t °0S2
9°¢ °S2e
9°C °002
6°S °Gbh
S°6
f° o
n°s
0°0
o
eee
NocDMMmni=-—
“ame
n
2
8
e
@
0
0
n
nt
notoes
°00n
°Gde
°0s¢
°Gesg
°00¢
°Sk2
°0S2
°s22
"002
°1et
°L91
°est
"onl
AAUS
diva
9b 3NI1
°00n
°soLe
°oss
*Gee
"00g
°cle
°G2
°Se2
"002
"out
"edt
°eot
"oat
AAuS
alva
9b ant
he
626U0eL
crm
eee
Woryrorsaw
PINWOSCMOT
"00h
°GLe
°uSt
"Get
"Ou
ald)
°0s2
°Sce2
"0v2
(EAE
"oat
*tot
"ost
ent
"oat
ANaS
a190
°0S¢
"See
°0UE
"Lue
"492
"be
°2he
"002
"lot
"Oat
"est
"ott
AAMS
sivgd
ot
Segoed
L°2e *00n
0°2e ay a
nete oss
Lte "See
0°ee "NUE
eat "Awe
n°y °hSe
U'n "nga
6°S "ol2
(UG "002
Qq°ra *tal
6° ®nal
a°6 east
o°st "ont
s°sl 'oal
at AAGS
609004 41vG
i}
R
t
r)
b
£
0
{
t
£
NAersTNMNN OF
° °
NS n
o c
e
wn
3
=
143
ote °00n f{°2e *u0n 6°26 "Dun
a°Ze *00n 9%ee "0O0n GIO °Clt 2°ce "00h e°le cut 2°2e "GLe
ate yay Stites °Gle 9°¢eo °00n 9° *0Sk Bete °GLe 4°e "USE O%teo "OSE
(20 °0SE eee *0Se GS*\e "GLe o°s "Get ne "ose 9° *Gek nee °Set
ue *G2t he *G2e ite °0G¢ Vea) *v0L 9° °Gee 6° "008 2° "0ug
Gts "oof s*t *v0¢ ia °oes a°t *cl2 or; "OuE v° °GLle L° "oL2
9° "G2 ut *Gle OP "OUE ice *0Ge a'y "G42 a°e *uSe V2 *0G2
g°t °0S2 “°C *0Se aot °oi2 een *S2e a°2 "062 9°¢ "Gee 4°s *oe2
ne2 *c22 eg "Gee 6°2 °0S2 n°9 "002d 9°n °Gee2 n°s “ane B°9 °n02
4°s *n02 0° "002 n°s "G22 e°L °oet 2°90 "0v2 e°d '0Rs Sel "tol
I%6 "out 9°L °"4at £°9 °002 9° tt "G94 9°9 “not s°ut "oll att "291
ttt "291 e°ut "191 9° ty S291 neul °.si pent *o9t 6°6 "694 €°O4 ®rst
S*0t "sgl nol 'nst £°O4 °aSt qent *ont 6°6 ’est acot ®gnk 19S) Pent
s°sh "ost n°st "orl n°st "oat nest "oft S°si “orl g°st Or a) rest “oct
On ANUS of AAUS chy AAUS ay AAS 94 ANUS iy AAUS ng ANUS
So2tnd 31¥0 bOutnd Java 9180nd Jlva VE€S0nd Jiva 20hong Blvd S0FOnd Jivu Sueune 3lvd
9b 3nId
S*2e *Sen h°Ze °oun
Bete °00n G*te "Sle
o°2e "olf tote "Slt L%2s "GLE g°er "cle S*°2e "GLE i°ce qt= "0S¢
9°te "0st n°ge "cet eye "USE 0°2es "OS¢ L°le USE n°je "0S¢ {°e 2%e "S7E
2°te "sek 2%2e "008 gts "G26 O° le "see GOBo "Gas {%e "Gee 9° 6° "nus
n° "008 ze "992 2° "00g 6° "00¢ GPO "00g e°s °0ug e° st gue
s°t "cle 1¢ "ene o°t °vle 6°2 °sd2 ore *gle n°2 "Soke £° *ole L°2 *ase
6°2 *0Se 1°99 "ale 6°) °0Sse2 2°n °0S2 4°s ose s°2 °0s2 £°I °0Se S°n *ce2
a'n *o2e n°9 "002 eg *G2e n°9 *s2e e°s "922 ha °Se2 £°¢ *o2e 0°9 *002
6°9 "002 9°9 *eet 0°sS *v0e 6°S "002 e°s "002 2°s ove a°n *u02e "6 "eal
n’@ "oat rent °ngt e°9 "eet s°9 "oat e°9 *9al nek "tat £°9 °06l 9°01 onal
OTK} "191 6°6 ®agt e°it 9h pets °29t scout *nay Ott 'n9t 9°01 °G9h a°6 °2st
q°ot “rsh resi "ont 2°ot °uSt 2°04 °sst 6°6 °9Sh £°0h °gst b°o "45h e°nt ®pol
s*st "orl §°St "ost o*st "ost n°st "ott S*st "ott s°st "ott s°st Ors a) 6°SI eat
eeaeces® eee0 eeneee2 beee eeeeso ®ee6 eeeeaea paeee@ Seeaeee 82228 SBeeeaeo e282 Seeeeo eee
ay AAMS Cay AAUS ny AAS o¢ AABS o2 AAYS ge AAwS de AAMS 9e AASS
eorond Jiva 9021f4 J1VvO g00tsd Jiva O1eotd Alva gt40ed Jiva SI90f4 31va 9tnnxd Jiva oef0Fd 31v0
144
oor
eee
= oN
f)
cTé~e KOK mMoon
ececeece eee
xemocoonom
_—-— ee
6
e090TL
°cle
"oss
"Geek
°o0E
*ole
°uSe
*s2e
*00e2
ba wy a)
’“st
ant
*utl
*n2i
AAAS
qa
1*Fo "cle
o°te "Ost
Rte "set
o°0 “ouf
(yO *si2
ae °0se
“et °s22
OG "002
neg *tgl
o°L "091
g°ot ’ust
eet "pnt
Font '7et
4°9oy *sel
ot AAUS
zteoed aiva
e°*2e *ces
Qte= 008
ty °gl2
9°2 ace
nen °ene
9°h °G2e2
g°s "002
6°l a a
S°ot *t9t
seot “ant
O°nt °oct
o°dt °nel
C) AAUS
TISOTL 41v0
eee
OomMoorranmn
ocr zsomerec
ry
60n0td
"GLE
“OSE
*oee
*o00¢
*Sle
*use
*G22
"002
lob
°g9t
°osl
fant
*otl
"cet
AAUHS
31v0
°uSt
°G2eg
*ous
°sl2
"use
°Ene
°G22
"00¢
*cdi
°99t
*09)
°gnt
“oat
®nel
AAUS
314vQ
nt
notoed
AAUS
diva
Zt ani
°ode
°nGs
°oeg
’a0¢
"cole
°0S2
°Se2
002
Gat
"991
°591
"ost
"ant
"oft
"net
AAUYS
3lva
20 3N19
at
Gléthe
eee ee eo
Facowttoa=s
—UMMOMoD
-ae
°OSt
°o2et
00k
"Sie
°USe
*G2e
°00e
°4eal
e201
°'aSh
"yh
"ofl
nel
AAHS
Java
ust
*Get
"008
°Sle
°uSe
*See
ood
°Sit
e2at
®ant
"oct
nel
ANUS
jiva
9°20
a
ee
=
8
ovo sowvrrPrsom
i
2
i}
9
S
fe
£
0
2
L
24
Lvuoths
@itubs
"O0UE
°G42
°use
°See
"Ove
°Sol
°nol
"Out
°o9t
’est
'ant
"ort
°net
ANUS
Jiva
‘i
boe0td
°u0n
Git
noe
#208
*oe8
eu0t
"gle
°0Se
OIG
*00e
a Wy aa
®ontk
®nal
AAHS
3ivd
otk
°sth
°dbe
*y9O¢
°Ere
ale
“yal
"yO}
ceo
unt
euch
®nel
AAMS
aivu
Ot ANaS
O1aote 3100
Q°le ole
0%te "out
et "Oued
£ °og2
°og2
"ve
"aol
*Qat
eegt
Sant
a
’¢el
—-moec co OMywWOoDF
~awaorrona
2 ANUS
9ITbOg 3170
145
aun
wowIaoommnwnn=
_nK ee
m3 9~m~T73IC0 WT OOACT?A
*0St
"Gee
"008
DE/lQ
°0Se
*Ge2e
*v0e2
ent
°09t
"ssi
*gnt
yaa)
*¢g2t
AAS
diva
"use
°o2e
°00¢
"ole
"ose
*o22
*90¢
"Let
"u9t
°sSi
“ont
“981
*s2t
AANS
qiva
"0st
*Set
"008
*cole
*0S2
’see
"ov2d
°aal
"ost
"hot
seins
’agt
®aet
"gel
AAS
qiva
AAUS
Gteoftd aliva
eeceeeeee
omeccoasatnnK—-—
“ome
iY
2
S
S
1
9
S)
n
u
*Gen
*°00n
"Cle
"OSE
°Gee
00g
cle
"uSe
°G2e
*o02
"u9t
'nSt
"ont
"ofl
"set
AAYS
31va
ee eee ee
aoFcCOoOFMNMM=
DTIMNwOems oO
AAUS
alva
du ant
°ole
*0S¢
°Ge¢
"0u¢g
°sl2
°0S2
*G22
"002
“Ot
°@sl
'4St
°ont
"oat
° net
AAUS
aiva
a}
"Gdt
"Ost
°Gek
oof
*.le
®ene
°ate
"002
eenh
°sst
’ost
®ank
"ast
°E2k
AAKS
aavd
oc Wwv@M@oocc
eece
e©2ccecommea
—-a@ =
eee e® © ©
fcawaecrwMsasne
“eae
e@-owetc onsaeY
“Gli
oct
"Get
*U0L
*Gle
°0S2
°Gee
*u02
oat
not
ensh
Sunt
uel
*g2h
AAMS
Jiva
*sét
ust
"gt
°o0k
"ole
"0S2
°G2e
"u0e
*cal
"ost
°osh
®ont
*ufl
*geh
AAHS
Javu
eeceee es ee
oen‘uu
eee
OuyINoemwBVFIorn--F
eecee
OoFToSOFWMINN-
---—
9
#
S
4
f
9
0
S
S
a
°64e
°nGe
"Set
"008
°ole
°0%2
°$e2
"02
®oul
eagi
"ant
ott
*net
AAaS
3iva
"oat
°nse
“see
"ous
°ole
°0S2
"G22
*nve2
*2et
°a91
°_st
°cnt
Pagl
°nel
AAwS
ava
146
0°ne "OLE
n°ée °os¢
pee °Gee n°fe ook
9°20 °G2t 2°ge USE @° °00¢ g°es = Gif ble Ont
gre °ous L°\e *o2t o°t "tue 9° be °UGE a°te "266 O°he °628 Lette "ott
te2 °ol2 2° "008 9°} °she G25 °G2e a°e "Get ues Ub ne NIE
non *0G2 n°2 "ole 6°¢ °092 9° 008 9°t °Oug Line ale s°2 062
Les *922 0°n *uSe 6°s °0S2 s*t °sle bea °Ske 9°S °962 L°n °092
aL °oue beg °G2e Ven °S22 eek °0S2 6°S °ine v%% *Uge 1°9 "o22
aed "gol 27k °u0e ord °002 S°s °S2e 8°n °Sde2 “ed *00e LOL "002
gut °cal (hoy "tot “ed "oot et) *20e org "ove S°u "gol n°@ *nol
o°nt °cal 2°gt "uns Vent °out bees °sal neat “eet g°et °eAl 2°2) °gul
Aent “oat went oll acnt "Ot 9°nt ot G’nt “out 9° nt "oLt G°nt "out
ee eee @Seeaoen @®eeeo ee2e2e2o eaoe® S®eeeesa SFeeoeo geeeacen =sooae eeeeeo 8a28
6 AAMS @ AAWS L ANUS 9 AAYS S AAWS AAUS £ ANUS 2 AAUS
go90bd Aiva t160td diva 60n0td Java Olfots Jlva oteote Fiva Bitotld aiva 9tetud qivd 9\tb0¢ 3190
@t aniq
°SLe
°0S¢ g°ee °oce n°2e °Gle
°Geg oes *oSt S*te °OS§ $°2° °oue
"Gee °0UE nebe °Ge8 G°e "Ges S°de 20S8 Lee °nGt
"00¢ *sl2 is *U0E JO *Oug e°le "Gee 4°e "Get
*ole2 "0S2 0°0 "cle ° °Gde Me UNE [{h9O °"00t
°0Se2 °G2e 6° °0Se e°s °0Se 6° "Sle g° *gee
*G2e "002 Lce "Gee 0°72 °G¢e2 z°s *uGe et °0S2
*v0e "tot 2°s “002 s°¢ "002 o°2 °G2e °2 °6e2
ay "cal egy *ont 8°n Pll G°n *u02 L°§ "nue
*6SI ° 291 teu *y94 S°h "oot 6°S *nLh 9°L °Sot
°2st °4St zcut °9Gh 04 °9t S°us *y4Sh S°ot *asl
°unt °ant n°ut "ont C°ot “ont n°ul eust S°Ot ®unt
yaa} "oft cent °ost 2°nt 'ont 2°nt ough tent eon
*se2l "net uot *nes a°9O1 °gel Qa°ot "¢21
On ANUS oe ANUS chy AAUS “i AAUS 9¢ AAWS Si AAS
S02tnd 31va Tooind aiva 9twOnd Jiva Veson, diva 20n0nd Java Sofund alva
4b 3nt
147
L°2- "ust
2*te "see
2° *o0f
ey *ole
n°2 *"uS2
G°n *gee
0°9 "\te
1°9 “one
6°98 "ya
O'nt *9Lt
o'nt "ol
S2 AAwS
91eG8d diva
othe ®olf
oe "ose
ite "Gee
Ite *0u8
s° *sle
2°t *ose
£°2 *see
d°h °902
2°9 *vub6s
Stat °2at
ant "Olt
ut AAS
dtnoed Jiva
he
st2otd
fe
9tpoad
°Sle
"OSE
*see
"008
°Gle
"0Se
°Gee
*00e
"tat
"Sut
oat
AAS
avd
"Slt
°0S¢
"cet
*u0E
"Sle
*°0Se
"Gee
*00e2
*got
yas
ay an
AAMS
diva
0°fe
0°2e
Q%e
4?
L°2
2°s
v9
€°a
ost
o°nt
22
Vielae
nh
nobued
°0Ss¢
"Gee
"oo¢
°Sod2
°0S92
*see2
°0v2
"sel
out
"O4t
AAUS
alva
8b 3nl7
"00n
°GLe
°GeEe
°00¢
°G4?
*0Se2
°Gee
"002
"gol
"2ut
"OL
AAYS
aiva
eb anid
*sit
“USE
"get
008
"Sle
°use
°G2e
002
"sah
'aLt
°odt
AAHS
4lva
°Sle
°oct
"Gee
O08
*Gle
*uSe
"Gee
*00e
"lel
°2at
“ull
AAHS
qivgd
f'°fe
0%2e
9%e
gq?
6°}
0°¢
£°9
6°9
6°9
O°nt
6°rh
02
Sunvued
et
Lvoite
°0sf
"Get
"OUF
"Ove
°age
"Lie
°2le
*0v2
°nul
ha a
"oat
ANaS
3jiva
ANSE
aiva
cepaartuvcoano
ese e eee eo eo
wemesasnnrer
—
ol
S2eones
aqen vmcmor
e
a JarRrwNwetoer mm
ut
VOo0be
699024
~
e
m
8
Q°20
~omnmerriug
e
ysurroonm
ot
Oleote
*sen
*aun
oat
"0S
a
*OUE
"G12
°0s2
°Sc2
"002
*tyl
"oul
*ral
'out
AAUS
aqiva
148
0°¢ge °slt
tee *uSt
O*te *oes
ots "008
e° °cle
ns °0Se
9°2 °Gee
£°L *o02
6°L *sLi
Gout °oLt
“fo AAWS
@O10nd Jiva
out
°OSt
°Gee
"n0€
"Gee
°0S2
*Gee
°0v2
°cal
"191
On AAUSs
so2ind 4lva
L°2e *ces
o°t *00¢
2° °qee
ort °0S2
€°2 *ce2
L°E *ove2
S¢n “oul
ook “out
aru oat
e¢ AAwS
9ueIfL 31v0
oF
bOotnd
o00tkds
8b 3nd
°os¢e
°Gee
°00¢
"G42
°0Se
*Se2
*002
"at
°Cal
"odt
AAWS
diva
Ab antd
d¢
62
gtcond
©00n
Get
°uGk
*Gek
"008
"Sle
°uSe
*G22
*002
°4et
®gah
’out
ANMS
4iva
O°¢ge
S°2e
2°ae
ofthe
tee
£°9
S°9
S°6
9f
euning
Q°de
2°ee
“cio
N° to
{eo
4°
274
n°2
£°n
0°9
9° nt
O°st
ae
S190G4
°0Un
°Gee
HOSS:
"Get
"00g
"cle
°0S2
°See
"002
°tul
°Sal
"Out
ANUS
31v0
2S
*\e
e
%e
wseeswn
CORN CFE WK ODE
“—_—
42
9Inogd
*Gen
'0on
®Gout
"0St
"Geb
*u0k
"cle
*0S¢
°G2e
002
Ly a a)
0a)
AAMS
Avg
cle
ust
Gt
6008
*Gle
°0Ge
°cee
"ude
®*Gal
®udt
"ull
AAMS
Jivg
ec ODVONY
e °
om On~re nme
°
6°22 "et
6°te °0SE
f%le "Get
9°oa °OUEg
ne "642
0°2 °nse2
are °Gce2
1°9 *nv02
0°9 "Sul
Tent *Lat
n°st out
92 ANUS
149
o
_-
s
Mam ePwsoceoco,
=
@mocomrwzanuue
al
dtnoed
e°
6
c]
0
6
2
I
S
8
6
2
S
~JWTOCCCO Grom
i
e090td
°Gen
*00n
"olf
"oSt
"gee
"00k
“cae
292
“ofe
Gad
"002
*col
*281
"gst
AAHS
Jiva
AAMS
q170
Neroed
3amoersovuwDoT
e
yensorccrr
eee
-
-—
Trso0te
"Sen
"oon
°cLt
"0SF
*Get
"008
“sie
°0s2
*see2
°002
*oat
"ast
AAUS
aivd
eecee
i
£
4
S
s
4
A)
i
£
é
mrooocowmwoomnm
—
6020ed
e°g
eeee
~wmovoecrmrta
POO KE RN KH OWS
AAMS
Viva
st
Moe OF MF CO
~Noooeac ome
ny
noto2d
9
OVfute
°Geh
*00n n°de *00n
"ole tebe "Glt
°0S¢ i° °0Sh
°GeF 6° *G2e
"0uE 6°h 008
*no2 gre *yne
"692 9°n *ho2
"hne 9°64 *oge
°Ge2 9° °Geed
"002 peut *G6h
*Gol b°o *aal
"eel newt *0at
*o9t o°9ot *ngt
’est a°at "ast
nese
AAUS “I AAUS
Jiva stethd jiva
60 3nIq
°06E
°Gae i
°0S¢ Vee "Olt
°Gee 6°° 0st
°00¢ n° Get
*o42 act °008
°0S2 o°t *Gle
"see 9°S *uSse
"ste £°9 *G2e
"ate o°9 cute
*002 O65 sole
°2ot g@°6 *coh
“aul 2°6 *eal
°ast n°dt °9Sh
Soot escuasiecns
AAYS S AANS
3iva otgobd Java
6b ant
eeece
FJocowrwvwe-onwITeE
e
m—ODoDrorrmwvaew
~oOoorrrsowInnu—bw
woo rvnOo7amn oT oF
“=
f
Otol,
"0S¢
"Get
°00¢
°Gued
"092
°0S2
"eee
sede
"ebe
*Sol
“sul
"ast
ANBS
giva
ay
"OSE
°Gee
"00¢
°2od
"G42
°use
°Ge2
*sie2
*6v2
*0v2
°vul
*99t
°est
AAUS
4ivo
eee
Rosocarewnsn
e
o
uu
n
aeetwome-nyws
-—n%
eo
e
wn
-
RwmoOcrawsa oO
i AAMS
9tetod qiva
ee
~Me—DOOTFEMNMVN=
MANWMPOMAFMOI-—D
Ot
Olwotag
nur nDowrec —<-D
ePSTocoCOoConztwEeE
2
AbVIOE
°"00n
"oat
"0st
Get
"00f
*owe
*192
"ate
°9¢2
"tie
"002
*nol
*oel
"aut
°z9t
°esl
AAUS
alva
°Gt
°Get
°n0¢
Ove
*ove
°st2
°ade
°a02
°sul
°ast
AAUS
Ziva
150
L*2- *o0s
I%2e2 “Gin
L*te “oSn
O°te °G2n
nee *U0n
9° "ole
e°t "ust
Oe OOK
O°n "008
6°9 *cle
OL °0Se
t°a “Gee
n°ot *o0e
S*°6 *4al
e*at *291
OYE *@sih
cf AAUS
°00%
*cin
hte °0Sn
goa °cen
n° °u0n
6° °olt
2°t "ust
*G2t
°a0¢
*062
*¢9e
*0Se2
*G2e
°00e
t *oal
t *yal
1 *191
i "est
BPROOCOGRRFMM=
Nee zwoorcoesn
G2 AAS
91¢g0fL Aiva
“-<-
e
—)
Ae MOD oOF
°
he
sleord
°oSn
°Gen
"Our
"Git
"0G
"see
°00f
°sle
°0S2
°cee
*ou2
*col
"out
*sst
"ost
coos
AAWS
diva
AAUS
alva
i“
e°
eeeceee ec ec ec
——
™occarcmnn—
MAE OME aK
VE
oootee
£
e
£
4
)
S
@
C)
£
cd
morrFOTIM-
~
£2
9biogd
°Gén
°0Sn
°S2n
°u0n
*Gét
*uc¢
G28.
"ung
"gle
°0S2
wae’
*v0e
"wal
°@St
AAHS
Java
eeeece
mocortmrnwocaza:
s
6
2
6
9
n
l
I
f
2
7“
08
Obeoge
6b 3ant1
°S2h
°00h
°SLe
"0G¢
°Ger
"00F
"G2
°0S2
°G22
"002
°aat
"ods
°ast
AAS
alva
ot 3anry
62
gieord
be
2002.
--
a
I
2
6
g
9
9
9
.)
+y
1
EFPOOCOTFMNMNMM-
ee eeece
e
rrnyeootromwu
—
mMeaeGaIa-ct-so
02
sono,
°Gan
°0Sn
°Gen
°0Un
"sat
"Ost
"Get
"OuE
*Gae
"0s2
"Gee
°0vu2
“Lol
"Out
"ast
ANUS
diva
°Gen
"Oun
oat
°0%¢
"Get
"OuEg
“Ove
°nse
"one
"Lie
°0ve
°2ot
°dul
°ngot
"tot
°est
AASS
aiva
mPConmMe-wr-co ec
e
~m~erocmrmsas7sw
if
i
°0Sn
°gen
°o0n
Ge
"ust
®oetk
008
"ule
°4Gé
ote
*gIle
*gol
*4et
“49
°ast
AAUS
41va
Feros somrrnasmn-
° e
=) o
o--
ND Nu
£
a
i
9
l
d
6
a
6
£
fh
l
2
n
e
Da
n
=
92 ANOS
6efOf4 Jiva
9°20 °0Sn
0°20 °6en
fle *“00n
Ste *cet
e° "noe
{tO °Seft
[RO "N0¢E
s° °Q62
6° "toe
[Yr gue
0°S nse
(407) *a22
6°9 Lie
o°ot *0v2
g°at *nol
£°A °Hul
n°ot “tet
o°sh ’edt
a°at east
at AAwS
609024 3400
S|
2°2e °san
L*te "oSn
ite °sen
9° *0QUn
Ca alt
God 'ost
6°2 "Get
G°n “008
2°9 "cle
ged °0G2
2°A °Gee
Q°Ol "n02
n*6 °oet
2°dt ’ast
on AAUS
So2tnd diva
ge
cooec corne
.
ececomrwooomwnnmw
~oc
ee ee eo
reo
= =
"0S
°G2sS
°00S
"Sin
*ouSn
°G2n
"00n
"SLE
"oGt
"Get
OVS:
"00E
*Ghe
*"uS2
*G2e
“gle
*\le
*00e
val
*eot
"ast
AAYS
qiva
Mmoorrmnoome
wmnuDmMmroe—won
Teas
°Ges
"005
°Ghn
°"0Sh
"Sen
"00h
"Gee
oss
"Gee
°OlEg
*00¢
°GL2
°0S2
°G22
“ove
"eat
"491
°ast
AAYS
alva
6y ant
woeamarwe fan
6
S
n
0
i
n
6
6
S
S
c)
i
°
nt
tESOne
°Ges
°00S
°Gdn
°0Sn
°G2n
°00n
°Slt
°oct
°G2e
"008
*cle
*0S2
*See
"002
"tol
"Hot
°yst
AAUS
Jivu
°Ges
"00S
°Sdn
"Osh
°Séh
°0Un
"Gee
°0S¢
oct
"0uE
"ode
°0S2
°Se2
°0v2
"tot
"est
AAYS
alvo
wenremrroeradccw
e e
cemnrezrzane
s¢
sognnd
°00S
ay au
*osn
*Gen
*u0n
"oli
"ust
*Gek
"COR
°aueé
*USe
*Gg2¢
e002
"Tol
191
ust
AAMS
qivu
$°?e °6es
a°le "00S
{°le “Gan
6%e °0Sn
noe *Gen
Om *00n
iy °oat
s°t "St
Or} "Set
{°n "00k
8°s "GL2
n°L °692
acd °0Se
£°a °See
£°Os 002
4°ou "col
2° “ool
(EONS °tet
6°Ot °19t
2°“ *ast
ne AAwS
S020mg 9100
152
L°2e °g2s
e°ee "00%
9° Ie "cin
2°ts °uSn
°cen
°00n
*Glt
"St
“ott
"Get
"00¢
mT a4
°0S2
"Gee
*oue
*cdl
"Lt
"Goh
"ost
*oek
OA
wn
ee
-_e
cece
ore mnag3aryunwnowmnm
=
coomaec se OWMecoNnNDoe- mmo
6 AAHS
wO901KL ALvO
errzawwgawawwyn
t
0
6
6
9
d
h
6
6
“sid,
CCF TRP CHK CMO
eemwrsassasmonnsrrmnrnw
oonote
"uSy
°Ge9
"009
°Gds
*uSS
°G2s
ONG
"Gan
°0Sn
°Gen
°00n
"Sole
0st
"Gee
*00E
"ole
*uSe2
*S2e
"ode
"dol
"Godt
°0SI
*s2t
*stt
AAS
aiva
mowoneoocn
o@m@emaaway
9
Oreote
"09S
°Ges
°00S
°Sdn
°0Sh
°Gen
"00h
"Gat
°0S¢
°Seg
°0u¢g
°ol2
*0S2
°Gee2
"002
"cat
"0ST
*cet
"cht
AAUS
alva
02 3nI1
eee eeceeeec
mogmgeercMoOoor
o@qrmassgIgasaP
s
ot¢cord
°GLS
°0GS
°G2S
°00S
"Gin
°0Sn
°Gen
°00n
°GlE
"OSE
*Get
"008
*Gle
*0Ge
°G22
°002
°not
°sLt
20S)
°G2)
ost
AAWS
giva
SCOoOK-DODMmMnmMoonncrcmse
eopmrwamaawrwawreswzansewnr@—_n
i)
Oblote
°0Sn
°Gen
°vun
"Gat
"0S
°oce
"0UE
°SL2
°use2
°Ge2
°0u2
"Gat
°0ST
°oet
°eht
AAUS
diva
eee eee eeaee oe
omrwywrmnanmsaTse ne
wore ada nwmgme=FT
°
q?
DoOmMersornn
e
FDR MNAVNAH KK
°00S
"Gdn
*0Gn
°aen
"Nun
"out
0st
"Set
°00€
°sd2
°0Se
"cee
*002
*sat
Punt
*eel
eg it
AAS
310d
153
6"2e *ceet
ntle "our Igoe *nSt
[te "Gl2 n°fe "Cet I°2e °6ek
"008 6° *0S2 b°¢ge *G2e L*2e *00¢ e°de "008 S*te °00€
*Sle 9°t °Gz2 9° Je une {°}le °G42 S°es "0S2 0°4e "gle 2°e "cL2
*0S2 g°2 "v02 gee "cle GY °0%2 eee *n2e £° *uSe ey 062
"Gee [0% "oul 2° *uSe 91 *Gee s° *v0e ues °G2e 2°2 "see
"ode L°¢ "sot (e4 "S2e o°t "002 2° *Gii 9°45 "une ar2 *002
"yal €°S "ont H°2 *u0e ene, °Gat o°e "ost bee PHL ae °odl
"9SI ged "gel 6°sS "Chi neg ’snt 6° “ert \°n *1st Tes *2st
°2sk 0°R “out 9°s ®ant a°9 "ott vd °021 £°4 *o2k a°9 "vet
"ol 9°01 "ait S%e 7 a 6°6 a 1°6 “ott 9°b °o2t 9°9 *a2I
eet not "o4t Seoul Cts 9°04 "eh Gout ett s°ul Ora a! peas °eut
cece @2°228%e esoe
S2 AAMS he ANUS £2 ANUS 22 AAYS te ANUS 02 AABS ot ANUS at Anas
91g0fL Jiva Steofd a1va 901082 Javu Wiese. diva o2602L Jivu Sun0es diva seyoed Jivu 609024 31V0
eaed
02 3n1
9°20 °Sén L°2e °olh
L*te "0Un 6°de °sin 6°le "0Gn
L°2e *Gen L°e °ode 2°2e *0Gn Lee °Sen
6° te "00n (4V °Ose b°o *G2n 9° "00h
nelle "Gt G°fe "0G¢ e°t "Geet 4° *00n Qa°t "Gat
n?te °0St {°¢ds "Seg 6°es °0St be2 °00E e°s 8cut O°n "ose
[ee *c2¢ n°te *00¢ 1°22 8 Gag 9°2 "lie ere ost a°s "cet
Ste *"00¢ fea She ee °00£ nen °9S2 n°s ott aes "00k
te °cu2 f{°2e "008 6° °0Se 0°0 *sl2 6°9 °ahe 4°s 6008 n°s *Gu2
9° *"0S2 L°l\e *sl2 0°2 °G22 ret °uSe A°9 °SGee n°s "ole 0°S ase
eet *s22 2°te °0S2 e°e "002 et °S22 e°9 °2u2 0's "use 6° "Gee
ott *ou2 £° *Gee Chat "Fol £°2 *o0e2 6°n “oul u°D °¢922 Q°n "002
nee °ogl 9°2 *002 6°s "at 9°n *cet Leh ect 9° “une a°n "O6t
o°¢ °og9t 2e°s "cit O°2 "FOr s°é "ust a°s °L9t o°n ®ndi 6°S *oyt
§°9 °ngt ha") °uSt 2°98 °ont c°u °gnt aed "ont EEE *ont ned *ost
2°A "tel a°g "25 a°¢ el a°u °22k S°¢ let 2°u *G2t 2°9 *éel
n?ot "sit orut 'Ett n°os °ot c°ot *stt £°04 a o°6 °Ett 8°6 °eit
@eeeee ee ee e ee @e°228e eaeae oe @2eena0 2eae@ @aeaeee eeese
ut AAMS ot AAMS st AAMS nt AAMS at AAUS at AAS i AAMS 01 AAS
itn0ed Jiva Nefoe2. Jiva 602024 Jivg notlo2d 3iva Stelbd aava 4u0tte aiva VOo0bd Java OlMolg Jiva
02 3NI1
154
e°fe *Gle
0%2e *0St
9% *s2e
(HOP °00¢
Sine *sl2
6°2 °0Se
2°s *ote
o°s "002
6°n oll
n°9 *ont
n°¢ “ott
not *stt
{ft AAMS
g0t0nd Jiva
L°2e °009
itte °"SlS
2%le °0SS
Lee *525
G*s °00S
zee °gan
0°90 °OSn
f° °Sen
g° *00n
GOL "GLt
6°t °OSf
nee *Geet
o°¢ °008
ech °oe
arn °0G2
2's *oe2
R°sS *nvu2
(7G) “out
1°9 “int
2°6 "ott
6° tt °sal
On AAUS
So2zind 3100
9°fe "oon
L°2e "alt
qe "0S
g° "Gee
[40 *00¢
GO} *sL2
o°t °aGe
dee °Gee
9°¢ "002
9°n °aq9l
ord *tnt
n°@ °ott
g°ol sit
eeeess seed
eg AAUS
907184 3109
eee
ort rTocMMNMNINK eK
on ePmMos@orr@d OrFrcrwnueae
be
oo0utsd
°009
°ols
°uSS
*G2sg
°00S
°SLn
°uSn
°G2n
=00n
"Gla
*0St
"Get
"ong
*Gle
*use
°Gee
*voe
°SLi
“ost
"int
°Eot
*net
Pett
AAYS
qalva
®cle
*"oSt
See
"U0s
"She
*oSe
“Gee
002
“cat
'2st
°utt
ott
"sth
AAUS
diva
O€
o1eoge
°Gks
°0SS
°42s5
"00S
"Gk
°0Sq
"Gen
"00h
"Ge
°ogs
°Gee
"00¢
°GL
062
°Ge2
002
°cal
"ost
°a2el
"oll
AAS
alza
02 3NnI1
°Ge¢e
"OUF
°SL2
"0S2
°Gea
"002
"Out
°E9r
"eel
°sit
°ebt
AAYS
diva
02 3nI1
62
qb4ogd
*G1S
*usSs
*G2S
°00S
a
°0Sn
°Gen
*00n
°Gdt
ost
Gu
°00f
*"Gleé
°0Se
"Gee
*v0e
*oit
“0st
*nel
eth
AAUS
alva
*so2t
"008
°Gle
*0Ge
"Gee
"one
“ual
°Eot
earl
*o2t
°att
AAMS
iva
“*te
{°o
ee ee ee
oF NMR Ke
zwwsvoovor
°Ges
*00S
Sin
°Ogn
"Gen
°OUn
GLE
“OSE
"Gee
"Ou
“de
*on2
"ole
"uve
"Sal
°ant
mabiest
"ott
ANAS
4alvq
"Gee
°00¢
°G42
"042
°s¢e
"ove
*tot
got
°ent
"abt
"cht
ANUS
diva
ce
de
9
Y)
t
u
9
u
9
vy)
6
a
ecrcrowwmmnm—
ust
"Gen
'u0k
“gle
*uGe
Gee
*ude
eel
°ont
orca
AAMS
iva
"geek
00k
*sle
°0G2
°"G2e
*U0e
"oli
ust
"ott
ght
ANUS
Jivu
A°2e ace
S*le "set
c “out
eat °oHe
ive *¢92
l°n "tne
0°sS *Gee2
Ot) °nvu2
a°n *26t
S°sS eat
¢°9 *tnt
S°a eatt
g°ot "cal
oe AASS
GOeund 3alva
9°20 "oug
9° lo "S42
02
"Sed
"002
"Tol
°¢g)
°ont
O7EN4
eal
eit
“na
e
.
ee eee ec o
mwoFN TN
=-F OVDRAR
92 AAYS
oefsuts alva
155
1*fe
e°fs ° thn 0°26
n°2e *00n 2°
iO "ole 6°t
9°t "uSt o's
[VE *see S°S
“eg “008 {O)
tes °l2 S°s
0°9 “use 2°s
a°s “Gee €°sS
L°s mr nes
9°s *net 2°s
2°s "25h pon
€°2 "1st 9°94
begt fats stmt
et AANS it
60902 4190 Lyno2e
a°fe
nens 'olt g°2e
2°22 "OSE Ste
nite "Gee 9°
e*t *o0¢ art
Wg *cle 1°?
9°n "use 6°2
o°f “gee 6°?
9°n “ove arg
b°n "cit ten
bs "ouSh 2°s
ned *G2) 6°9
c°ut eats 2°ct
6 AAAS g
g090KL Jiva Wrso0le
°san
*oSn
*sen
oon
"Get
008
"Sle
°0S2
"G22
*002
“sal
"ost
*oel
"rit
"out
AAUS
4aiva
°Got
"Gee
* Ose
*cet
"oug
"ale
"nse
*Gee
"002
°cul
"ost
“gel
"sit
AASS
aqiva
FJ,ewrsnecnnMmunn
eeees
wWernrrocenc
e
o0n0ld
9
OTfots
te ant
°00n
"GLE
°0S¢
"ces
*u0F
*Gde
"0S2
"Sze
"002
"Gal
’ost
"nit
*Get
"elt
ANAS
aiva
Ve 9nd
OVeots
*00n
*9Rt
"ooh
"ere
"ete
"ook
*Gle
°0c¢e
"G2e
*00e
aw a
*ssh
"ot
"cit
AAUS
31vG
net
Sit
"Usk
"Get
"U0L
*sle
°0Se
"Gee
*00¢
*cLl
°ost
"Gel
"sth
AAMS
giva
FoNnIrMNnNNnoNnNm
2)
Loovte
i
6
\
2
6
0
ae
f
g
£
£
ce eee
—4u
eo
e e
~Towtunnee
AAYS
4i9d
nemecefcodcru yp
°
JwestsTwrw Oman
£
9tetul
"noe
*olt
*uSh
"Get
"00k
°doe
"19¢
eene
"Gee
"ude
"nal
"not
ents
ett
AAMS
qivy
°u0n
"clk
°0Sk
9628
Su0b
"gle
"0Ge
*o2e
*sol
®6a4
engt
ezet
°ntt
AAHS
diva
R°2
aes
9°S
acn
F'n
1°s
aed
Ten
eecee °
RR -oF—-—e
mwososonnus
e
"ose
"Set
"uF
"S42
ane
*Gee2
*ou2
*sal
*ost
°Sel
"est
AAKS
ava
156
Nuasamooocor3a3ar
eeceeee eee
Jac onmMnmnNnoon
ne
G020nL
92
o2gogd
*asn
°Gen
*00n
°Glt
*use
*o2e
"00g
*sle
*0Se
°Gee
uve
BG Lit
"ont
°ust
"ett
AAMS
V.VU
*Gen
*00n
"ole
°L9t
ose
*oet
°00E
sole
°0Se
*c2ee
"002
°2e1
994
“tnt
*o2l
*cthh
AAMS
aivg
S°2e °Gen
(30 *oun
ot "sit
QO; oss
2° "Gee
2°s "oUF
§°9 °GLe2
9°9 ®o92
n°9 *tce2
0°9 °0v2
@°S °Gal
e°s "ost
§°e "eel
O°nt "ett
££ AAS
aotond aliva
2°fe "ath
Ate *00n
got Gat
6°2 0st
{°n °Gee
0°S our
6°S °GLe
g°9 °0Se
§°9 °Ge2
6°S *n02
L°S *zet
2°s "ost
9°9 °net
ant ott
Se AAUS
91gord aiva
coorm-MMNe OO
JrewMnNnooenszanu-—
F,ocoecMNMNODOeMnenn-ts
iy
i
C4
v
6
6
9
a
C]
f
0
9
S
6
0
C]
——_
n2
steogd
°nen
*Gen
°u0n
°olet
"ost
"Gee
008
°ol2
*0Se
°Gee
002
*oel
"ost
"seh
bm a
AAYS
qiva
“iin
°00n
ole
°USE
*GeEe
°00E
°ole
°29¢
*0Se
*G2e
"002
°ndt
°0S4
°net
*vet
"Ett
AAS
Jiva
{°te °Gen
6°le °00n
OY °Sde
6°t °os¢
L°2 °see
S°n °00¢
°GLe
"0G
°se2
°0v2
"€Gt
"est
°o2l
iy °shs
@m@oeoormooconu
Mr oMMNNnesd
Ve AAYS
600\f4 diva
ve
FoNnmnrenrnust
moonoozsIM=
°
n
~
mn
un
ee
rw
ee
no
I~
=--
fe ANUS
9Itoge Alva
v2
°09n
Gli
"ost
"oet
"G2t
"008
"Sle
*0Sé
Gee
°0n2
HAL
°594
*uct
"eth
uonromonocmaaeacmmn
wwvervvorrme we
ee
svc
-
)% AAUS
OtwOSL Java
3n14
gees °S2n
ate *00n
b °Glt
é °USt
& "Get
Ss "00k
9 °Gle
9 °0Se
s
s
S
9
S
*Gee
002
oat
“ont
LY *Ett
e2 AAYB
bleted givg
ant
e
2 2:
—DBD—-MMOMOONIAA
ee
NDOWMNNMNNMNNS
te
oeoued
°Gen
*Oun
"Gat
"0S¢
"See
°OuEg
"Sle
"Ase
"ode
*0u2
“oul
"sot
ent
echt
AAUS
3iva
-—-
eee
-——<m™m
a)
° ce
FTrFoeowwreonwrrn
eevee
eowoooocerracawrmeyp
°
a2
Slyocs
roowwmeormne
meeoeosascocoms
*o2n
un
°olt
"och
"Sek
"uk
*gle
*u0Se
"gee
002
®2al
"9h
°ngh
sth
AAS
Javd
"00n
*oih
°uSt
*Gek
Woe
°Gle
*uGe
°Gee
eune
eect
"Ink
°¢2i
Ett
AAHS
aavg
°Gen
Oi)
"cut
°0Ss
"oct
"HUE
°6ee
*ose
*see
"N02
°got
"at
ba
JIoONNMNDOOoNNImeaendgZ
FuonoomwreoIwInowyn
l2 AASS
9bn086 B1va
6¢9024 a1va
157
v°2e "00S ra *Glh
£°t °Gin Or °0Sn
2 ’uSn 9°2 °Gén
6°2 °G2n 2°n °00n
ee "O0n S°S "Sle
9°n "ole £°s OSs
bes "use bes °oeg
n°s "Gey 4°s °o0¢
S°s v0f neg "She
£°9 "Sle n°9 °0S2
1°9 °0Se 0°49 °Se2
0°9 "See e°s °002
u°sS "a0e 6°S "Gat
L°sS “ort 0°9 ’ast
0°9 ®ugt O°d "ust
£°h °nnt 0°04 "Gel
n°ot *Ge2l\ Tent °nit
e°al "Gul Oni °L0t
£°at *o0t 2°Li °003
on ANUS of AAUS
So2etnd iva bootms alva
te 3n11
g°e
eoscywnrtinfrrrssam
-
—-wotcero-2TcOonwnwre
°
(_
°24an
*tan
*oin
*osn
°Gen
°00n
"olt
°OSth
*Set
008
gle
°0Se
°G2e
"002
*sit
*ost
*G2k
*201
004
AAMS
4iva
~
i]
ezromaoomMmMmoanneoovar oc
eV7FTONnNnnsoONnNNMNTaAVS
@evsgroremoocococrIs7sym
tprawvronconooowwwnnem
eecee
8
°
>
wr
2
OoamowImonnsIn3saH
ee
mownocoortrawrmwes
°
i=)
c
an
sf AAUS
Sogong alva
158
APPENDIX C
CHANGE IN MSL SHORELINE POSITION
This appendix shows the distance from the backbeach datum to the MSL
shoreline intercept relative to its position on the date of the first beach
profile survey (12-18 Nov. 1970). The occurrences of identified storms and
times of beach profile surveys throughout the study period are also provided.
159
~
x
w
o
z
«
—
w
=
=)
DISTANCE (M )
76
60
iD
N
SURVEYS
[Ill WI ove | STORMS
PROFILE LINE 1
76
60
26
-26
-50
1970 1971 1972 1973 1974 1975S
PROFILE LINE 2
VERTICAL DATUN IS) ASL
HORIZONTAL OATUN I3S
SHORELINE POSITION ON
12NOV70
1970 1971 1972 1973 1974 1975
YEAR
CHANGE IN DISTANCE- TO SHORE LINE
160
DISTANCE (HM )
OISTANCE (M }
76
SURVEYS
STORMS
oO
wo
B PROFILE LINE 3
QO Fk — — 4b ee = me me me me ie ee ie = ei aS
wo
N
‘
i=)
w
i]
w
y
1970 1971 1972 1973 1974 1975
io
i>)
Oo
wo
eB PROGIEE EINE 4
i=) —
wo
N
i]
VERTICAL DATUM IS MSL
HORIZONTAL OATUN 18
S SHORELINE POSITION ON
ifs)
i
12NO0V70
1970 1971 1972 1973 1974 1975
YEAR
CHANGE IN DISTANCE TO SHORE LINE
161
18
SURVEYS
STORMS
oO
wo
b=
wo PROFILE LINE 5
wa
2
c
=
wo
a
a
wo
N
J
Oo
w
4
w
y
1970 1971 1972 1972 1974 197S
wo
Co
oa
io
s PROFILE LINE 6
wa
=z
c
=
wo
a
a esc
to
N
1
VERTICAL OATUN IS ASL
HORIZONTAL OATUN 138
o SHORELINE POSITION ON
oO
i]
13NO0V70
1970 1971 1972 1973 1974 1975
YEAR
CHANGE IN DISTANCE TO SHORE LINE
162
716
SURVEYS
[pea STORMS
a
w
=
nie PROFILE LINE 7
oN
3
c
=
wo
a
(=)
w
N
'
i=)
w
!
uw
%
1970 1971 1972 1973 1974 197S
Lp
is
i=)
w
=
w 8 PROFILE LINE 8
=
—
wo
oa
i=) _— Sesh oes SS SS SS SSS OS Ss Ss
wo
Nn
1
VERTICAL OATUN IS ASL
HORIZONTAL OATUN I38
° SHORELINE POSITION ON
1
13N0V70
1970 1971 1972 1973 1974 1975
YEAR
CHANGE IN DISTANCE TO SHORE LINE
163
15
SURVEYS
STORMS
Oo
wo
z
ete PROFILE LINE 9
oO N
=z
c
=
w
e
i=)
w
N
'
oO
Ww
i
wu
5
1970 1971 1972 1973 1974 1975
w
oS
i=)
w
£
ae PROFILE LINE 10
oN
=
Cc
=
w
=
fa) SS
w
NN
'
VERTICAL DATUN JS ASL
HORIZONTAL OATUN IS
tiny SHORELINE POSITION ON
i
13N0V70
1970 1971 1972 1973 1974 1975
YEAR
CHANGE IN DISTANCE TO SHORE LINE
164
DISTANCE (mh }
DISTANCE (mh )
18
50
25
SURVEYS
all | 1a STORMS
PROFILE LINE 11
18
50
25
-25
-50
1970 1971 1972 1973 1974 1978
PROFILE LINE 12
VERTICAL OATUN IS ASL
HORIZONTAL OATUN I8
SHORELINE POSITION ON
13N0V70
1970 1971 1972 1973 1974 1975
YEAR
CHANGE IN DISTANCE TO SHORE LINE
165
76
SURVEYS
STORMS
60
PRORIEE EINE WS
DISTANCE [mh }
-50 | -25 25
-715
1970 1971 1972 1973 1974 1975
w
~
°
Va)
xc
= PROFILE LINE 14
wa
Gb
z
c
—
7)
ron)
ra) — ia
w
r]
1
VERTICAL OATUN IS) ASL
HORIZONTAL OATUN IS
° SHORELINE POSITION ON
i
16NOV70
1970 1971 1972 1973 1974 1975
YEAR
CHANGE IN DISTANCE TO SHORE LINE
166
SURVEYS
STORMS
PROFILE LINE 15
DISTANCE (mM }
-26
S
wo
fT 3S
w
5
1970 1971 1972 1973 1974 1975
w
o
con
io
=
= PROFILE LINE 16
w
pry
2
«
—
wn
ro
i=) —_—
w
N
'
VERTICAL OATUN IS ASL
HORIZONTAL OATUN IS
S SHORELINE POSITION ON
1
16NOV70
1970 1971 1972 1973 1974 1975
) YEAR _
CHANGE IN DISTANCE TO SHORE LINE
167
DISTANCE (M }
DISTANCE (M )
18
if SURVEYS
i STORMS
°o
n
PROPILE ENE IZ,
wo
N
Q
wn
rT]
'
o
w
f
w
y
1970 1971 1972 1573 1974 1975
wn
o
°
w
fl PROFILE LINE 18
]
Q = es oy, ee SS Ns OS
w
“
1
VERTICAL OATUN [5 ASL
HORIZONTAL OATUN [3
3 SHORELINE POS{TLION ON
i
16N0V70
1970 1971 1972 1973 1974 1975
YEAR
CHANGE IN DISTANCE TO SHORE LINE
168
DISTANCE [mM 1
OISTANCE (h }
718
SURVEYS
STORMS
50
PROFILE LINE 19
25
-25
-50
-715
1970 tot 1972 1973 1974 1975
78
50
PROFILE LINE 20
25
-25
VERTICAL OATUN [8 ASL
HORI2ONTAL OATUN IS
SHORELINE POS{TION ON
18N0V¥70
-50
-75
1970 1971 1972 1973 1974 1975
YEAR
CHANGE IN DISTANCE TO SHORE LINE
169
OISTANCE (fi?
-50
-75
SURVEYS
STORMS
PROFILE LINE 21
VERT(CAL OATUN IS ASL
HORCZONTAL OATUN IS
SHORELINE PQSITION ON
18N0V70
1970 1971 1972 1973 1974 1975
YEAR
CHANGE IN DISTANCE TO SHORE LINE
170
APPENDIX D
CHANGE IN ABOVE MSL UNIT VOLUME
The unit volume is the volume per unit width (cubic meters per meter)
bounded by a horizontal line passing through the MSL position, a vertical
line at the backbeach datum and the measured beach profile. This appendix
shows the above MSL volume at successive beach profile measurements rela-
tive to the long-term mean above MSL unit volume. The time of beach profile
measurements and occurrences of identified storms is also provided.
171
1
PROFILE LINE
SURVEYS
STORMS
oo°os 00°sz 00°06 GO-S2- oOd°as-
TSW 3A08B LH /eW J BWNIOA LINN
1971 1972 1973 1974 1915
1970
oo-s2t
oo-oot
oo-SL
PROFILE LINE 2
00'0S o0-sz 00°0 00°sz- oo‘os-
(SW 3A080 (U fg J BWNI1GA LINN
go-SsL- go0°oot-
1974 {978
1973
YEAR
UNIT VOLUME CHANGES
1972
1971
1970
172
UNIT VOLUME ¢ M9/ mM) ABOVE ASL
UNIT VOLUME ¢ m3/ mM) ABOVE ASL
SURVEYS
STORMS
PROFILE LINE 3
1970 1975 1972 {973 1974 1978
60.00
PROFILE LINE 4
25.00
=)
&
o eK —/— —\— -— _— _-_--—- =
Oo '
S
w
N
‘
i=)
y
o
°
1370 1971 {972 {973 1974 1978
YEAR
UNIT VOLUME CHANGES
173
UNIT VOLUME ¢ M397 mM) ABOVE MSL
-50.00
UNIT VOLUME ¢ M9/ mM) ABOVE HSL
-S0.00
0.00 26.00 50.00
-25 .00
0.00 25.00 50.00
-25 .00
1970
{970
4971 1972 1973 1974
yn Co nn cr CET
YEAR
UNIT VOLUME CHANGES
174
SURVEYS
STORMS
PROFILE LINE
1978
PROFILE LINE
1397S
ASL
UNIT VOLUME { M3/ MH) ABOVE
UNIT VOLUME ¢ 3/7 mM) ABOVE MSL
-50.00
60.00
0.00 26.00
-25 .00
-50.00
0.00 25.00 60.00
-25 .00
1970
{970
1971 1972 $913 1974
nr cr
YEAR
UNIT VOLUME CHANGES
175
SURVEYS
STORMS
PROFILE LINE
1978
PROFILE LINE
1978
UNIT VOLUME £ M3/ §) ABOVE MSL
-50.00
UNIT VOLUME { M3/ m) ABOVE HSL
0.00 25.00 50-00
-26 -00
0.00 25.00 60.00
-26 .00
-50.00
1970
1970
SURVEYS
STORMS
PRORIEE EINE 9
1971 $972 (973 1974 1975
PROFILE LINE 10
1974 1972 (973 1974 1975
YEAR
UNIT VOLUME CHANGES
176
UNIT VOLUME {¢ H9/ HM) ABOVE MSL
-60.00
UNIT VOLUME { M9/ mM) ABOVE ASL
-60.00
0.00 25-00 60.00
-26 -00
0.00 26.00 60.00
-26.00
1970
4970
1971 1972 1573 1974
TSN MUSH AUNSAa UN NAso Me
YEAR
UNIT VOLUME CHANGES
177
SURVEYS
STORMS
PROFILE LINE 11
1975S
PROFILE LINE 12
1375
UNIT VOLUME ¢ N3/ mM) ABOVE NSL
-60.00
UNIT VOLUME ¢ M9/ mM} ABOVE ASL
0.00 25-00 60.00
-25 .00
60,00
0.00 25.00
-26 .00
-60.00
1970
1970
1971 ir 1973 1974
rit t972,~Ss=«s974
YEAR
UNIT VOLUME CHANGES
178
SURVEYS
STORMS
PROFILE LINE 13
197S
PROFILE LINE 14
1375
UNIT VOLUME ¢ N3/ fH) ABOVE ASL
UNIT VOLUME { N3/ HM) ABOVE MSL
-25.00 0.00 25.00 60.00
-60.00
1970
1970
1971 1972 £993 1974
197) t972,—~—:*—«<aTD:S:*«w'T
YEAR
UNIT VOLUME CHANGES
179
SURVEYS
STORMS
PROFILE LINE 15
1975
PROFILE LINE 16
1375
UNIT VOLUME { M3/ Mm} ABOVE NSL
UNIT VOLUME { N9/ mM) ABOVE ASL
-26.00 0.00 25.00 60.00
-60.00
60.00
-26.00 0.00 25.00
-50.00
1970
1970
SURVEYS
STORMS
PROFILE LINE 17
1971 1972 1973 1974 1975
PROFILE LINE 18
1971 1972 973 1974 3375
YEAR
UNIT VOLUME CHANGES
180
00°09
TSW
PROFILE LINE 19
SURVEYS
STORMS
00°Sz oo°o0 00°S3z- 90°09-
BAGBY LW /eW J BWNTOA LINN
1971 1972 1973 1974 1978
1970
oo°oot
oo°ae
>}
N
uw
Zz
a]
WW
H
re
oO
~
a
o0°03s 00°32 60°o0 G0°Sz- 930°0s-
TSH 3A08U IW /eWH J BSWNIOA LINN
oo°st- O0°dor-
1974 1975
{973
YEAR
UNIT VOLUME CHANGES
1971 1972
1970
18 |
UNIT VOLUME £ N3/ M) ABOVE MSL
-60.00
0.00 26-00 50.00 15-00 100.00
-25.00
-100.00 -16-.00
1970
SURVEYS
STORMS
PROFILE LINE 21
1971 1972 1973 1974 1975
YEAR
UNIT VOLUME CHANGES
182
APPENDIX E
PROFILE ENVELOPES
This appendix provides the position of the maximum and minimum sand
elevations along the profile line during the study period relative to
the National Geodetic Vertical Datum of 1929. Horizontal positions are
measured from the MSL shoreline intercept on the first survey of the
study (12-18 Nov. 1970).
183
io VERTICAL DATUA IS ASL
HORIZONTAL OATUA IS
SHORELINE POSITION OW
12NOV70
ELEVATION ( A)
-9
-100 78 -$0 -25 Q 26 60 7S 100
OISTANCE ( Ad
PROFILE ENVELGPE FOR PROFILE LINE _1_AT HOLDEN BEACH, NC
: 12NQV70 - 3DEC74
ELEVATION ( A}
-100 -78 -s0 -25 Q 2s so 78 100
OISTANCE ( A)
PROFILE ENVELOPE FOR PROFILE LINE -2 AT HOLDEN BEACH. NC
12NOV70 - 30EC74
184
wo VERTICAL OATUN [8 ASL
HORIZONTAL OATUN IS
SHORELINE POSITION GW
12N0V70
ELEVATION ( Ad
-1
-2
-100 -78 -s0 -28 Q 2s
OISTANCE ( AD
PROFILE ENVELOPE FOR PROFILE LINE _3_AT HOLOEN BEACH, NC
12NQV70 - 30€C74
so 18 100
ELEVATION ¢ A}
-1
-100 -78 -S0 -25 Qa 2s so
OFSTANCE ( A)
PROFILE ENVELOPE FOR PROFILE LINE 4_AT HOLDEN BEACH. NC
13NQV70 - 30E&C74
1s 100
185
VERTICAL OATUN IS ASL
HORIZONTAL OATUN IS
SHORELINE POSITION OW
33NOV70
ELEVATION ¢ AD
-2
-100 -75 -50 -25 Q 26 50 78 100
OISTANCE ( A)
PROFILE ENVELOPE Pee eS LINE eat AT HOLDEN BEACH. NC
ELEVATION ( A}
-100 -7S -SO -2s Q 2s so 75 100
OQISTANCE ( A)
VELOPE PASS, oes LINE -6 AT HOLDEN BEACH. NC
PROFILE ENVELO Seo ceniae
186
w VERTICAL OATUN IS ASL
HORIZONTAL OATUN Is
SHORELINE POSITION GW
13N0V70
ELEVATION ( A)
-2
-100 -75 -sc -25 9 2s so 7s 100
OLSTANCE ( AD
PROFILE ENVELOPE FOR SRG LINE_7 au HOLDEN BEACH. NC
13NGV70 - 40€C7
ELEVATION ( A)
-100 -75 -S0 -25 Q 25 sa 78 100
OISTANCE ( A)
PROFILE ENVELOPE FOR ee Jou E 8 AT HOLDEN BEACH. NC
13NO0V70 DECTS
187
VERTICAL OATUA [5 ASL
HORIZONTAL OATUN IS
SHORELINE POSITION OW
13N0V70
<
cr)
=
~
z
So
Load
-
c
>a
w
J
w
Ons Soma Sa SS ON SS OS SS SS Oo OOO oS
T
9
' ' '
-100 -15 -s0 -25 Ga 2s so 18 100
OISTANCE ( A}
PROFILE ENVELOPE FOR BR evone LINE_9 oil HOLDEN BEACH. NC
13NGV70 - 40£C7
ELEVATION ( A)
-100 -75 -50 -25 Q 2s sa 7s 100
OISTANCE ( A)
PROFILE ENVELOPE FO Ee eu ceo, AT HOLDEN BEACH. NC
188
VERTICAL OATUN IS ASL
HORIZONTAL OATUN IS
SHORELINE POSITION ON
13NO0V70
ELEVATION ( A}
-25 G 265 50 hy 100
QISTANCE ( Nd
PROFILE ENVELOPE BORER CE ae ced, AT HOLOEN BEACH, NC
-100 785 -SO
ELEVATION ( AD
‘ ‘
-100 -75 -50 -25 Q 2s so 7S 100
OISTANCE ( A)
PROFILE ENVELOPE FS ee woe} 4 AT HOLDEN BEACH. NC
189
lo VERTICAL OATUN [S ASL
HORIZONTAL OATUN IS
SHORELINE POSITION OW
16NQV70
ELEVATION ( A}
-100 -75 -50 -25 Q 2s so 75 100
OISTANCE ( A}
PROFILE ENVELOPE FOR PROFILE LINE _13 AT HOLDEN BEACH, NC
I6NOV70 - 40EC74
ELEVATION ({ A}
1
-100 -78 -s0 -25 Q 2s sa 78 100
OISTANCE ( NN)
PROFILE ENVELOPE FOR PROFILE LINE-14 AT HOLDEN BEACH. NC
I6NQV70 - 40£C74
190
wo VERTICAL DATUN IS ASL
HORIZONTAL OATUN IS
SHORELINE POSITION ON
16N0V70
ELEVATION ( A)
-2
-100 -75 -50 -25 Q 2s so 78 100
OISTANCE ( A)
PROFILE ENVELOPE FOR ENaiooe LINE ue nk HOLOEN BEACH, NC
16NQV70 - 4DEC7
ELEVATION ( A)
-100 -78 -s0 -25 G 2s sa 7S 100
OIFSTANCE ( MN)
PROFILE ENVELOPE FOR Ea a LINE Tey AT HOLOEN BEACH. NC
16NOV70 - SEG
191
VERTICAL OATUN IS ASL
HORIZONTAL OATUN IS
SHGRELINE POSITION ON
16NOV70
ELEVATION ( A)
=2
-100 -75 -50 -25 Q 25 so 78 100
OISTANCE ( A)
PROFILE ENVELQPE FOR ae LINE as AT HOLOEN BEACH, NC
16NGV70 - SOEC?
ELEVATION ( A}
-100 -75 -50 -25 QO 25 so 78 100
OISTANCE ( A)
PROFILE ENVELOPE FOR PROFILE LINE 18 AT HOLOEN BEACH. NC
16NQV70 - SODEC74
192
ELEVATION ( A}
ELEVATION ( A)
PROFILE ENVELOPE FOR Bae LI
VERTICAL OATUN IS ASL
HORIZONTAL OATUN IS
SHORELINE POSITION ON
18NO0V70
1
-100 -78 -50 -25 Q 25 so 78 100
OISTANCE ( A)
PROFILE ENVELOPE Pe eae CINE esa AT HQ@LOEN BEACH. NC
-100 -78 -s0 -25 Q 2s sa 7S 10G
OQLSTANCE ( A)
NE 20 AT HQLDEN BEACH, NC
18NOV = $0 C74
193
wo VERTICAL OATUN IS ASL
HORIZONTAL OATUN IS
SHORELINE POSITION ON
14w0V70
ELEVATION [ nm}
-100 -75 -so -25 a 2s sa 15 100
OISTANCE ( A)
PROFILE ENVELOPE FOR PROFILE LINE
18NQV70 - SDE
21 AT HOLOEN BEACH. NC
DEC?4
194
S-€8 “ou auTgcn* £072OL
*C-€8 ‘ou F((°S*N) aeqUeD
yoieesoy ButisautTsuqy Teqyseoj) Jiodai snosueTTe9sT :seties “III
*(°S'N) Tequep yo1essey BSuptiseeuz3uq TeyseoD “II “eTITL “1
*uoTsolea WI0IS *G *eUTTOIeD YIAION ‘Yyoeeg USspTOH *y *saAins
aTtgoad yoeeg *¢€ *TOIQqUOD UOTSOIS YyOesg *Z ‘“‘sasueyo YyoReg *T
*sqoefoid AaAins yoeeq W1eqy-3u0T Woraz peuteqqo se ‘uoyz zysod sutjTerz0ys
uz sesueys uo pue ‘TeAeT eas ueaM BAOGe Saydeeq uo pues JO sUNTOA
ayi Ut sasueyd uo uofTjemIOJUT BufiseuTSua o{~seq sapfaoid j1odsay
. €861 YAH,
*9TIF2 AeA0D
(G-€8 ‘ou £ tJeqUeD YDIeeSeYy ButiseU
-}T3uqy Teqseog / yiode1 snosueTTe9sTW)--*wO 67 § *TTE : °*d [46]
“€861 “SIIN wos
eTqeTTeae : “eA “‘pyetTsutads { aequeg yoIeassy BSuyiseuTZuq Te seoy
*sia0uTSuq yo sdiop ‘AmIy *S'f : “BA SAIFOATOG 2IOJ--*ATSTTW °O
utaiey Aq / 4l-OL61 ‘euTTOIeD YIION ‘Yydeag USpTOH Je saBueyd yoRreg
°D upIIeW SISTIIW
S-€8 “ou awT gcn* €072OL
*G-€g ou S((*S"N) JeqUeD
yoieessy ButTiIeeutsuy [eqyseog) 4yiodei snosue[TessT :setaes *III
*(°S°N) Tequep yoIessey BuyiseuTSuq [eqyseop “II “eTITL *I
*uoTSOIe WI0IS °C *BUTTOIED YIION ‘Yyoeog UepTOH *4 *sAsAIns
aTtyoid yoeeg *g€ *TO1}QUOD UOTSOIe YyoReg *Z ‘*sasuReYyD Yyoeeg °T
*sqoefoad AvAIns yoesq W19aj-Bu0T wWorz poutejqo se ‘uot jytsod sutTTeioys
uy seZueyd uo pue ‘TeAeT eas ueaM sAOqe seyoeeq uo pues JO sUNTOA
3y} Ut seBueyd uo uoTJewWAOzZUT BuTAsvseuTSue ITseq sapyAord Aaodsay
«E861 YIeH,,
*aTITI aAeAOCD
(S-€8 ‘ou £ JaqUeD YyOIeesey Buyiseu
-}T3uqg Teqseog / Jiodei snosueTTeosTW)--"wo 6Z * “TIT : *d [476]
“€861 “SIIN wor
eTqeTrTeae : ‘ea ‘SptTetTButadg { tajueg yoIeassy BuptiseuT3uy Teq,seog
“sza90uTSuq jo sdiop ‘Awiy °S*n : *eA SITOATOG JIOJ--"°ISETTIN °9
utaiew Aq / 4l-OL61 ‘eutToreD yIION ‘yoReg USspTOH Je sasueyo yorag
°9 uTIzeN SISOTIW
S-€8 *ou awTgcn* £07201
*c-€8 ‘ou £((°S*N) JejuaD
yoieasey BuyiseuTsuy [eq3seog) Jiodeail snosue{[eoswA :setaes “III
°(°S°N) Jeqjueg YyYoAeasay BufTiseuTsuq Te3seoD “II “PTITL “I
*uofsote WI0IS *G “eUTTOAeD YIION ‘YORegq USPTOH *4 *saAins
eTTyoid yoreg *€ *TOI}UOD UOTSOIa YORag °Z ‘*sasueYyd Yyoedg °T
*sq0efoid AvAINS yoeaq W1iej-SBuoT Worz pauyzejqo se ‘uozyTsod sautTTeioys
uy sesueyo uo pue ‘{TeAaT eas ural BAOqe saydeeq uo pues JO oduNTOA
au. UT saZueyd uo uoTJeWIOFJUT BuyiseuTsuea DITseq sapyAoad jysoday
» €86T YOIeH,,
*@TIF2 IeA09
(G-€8 ‘ou { JaqUaD YoIeesey BuTis9eU
-}3uq Teyseog / Jaodai snosue{TessTW)--*Wo 6Z ‘ "TTF : *d [46]
“E861 ‘SIIN wor
eTqeTreae : *ea ‘pjTeTsutadg { aajueg yoieessay BuTAveuyTSuq Te}seoD
*sia90utsuq jo sdiog ‘AmIy °*S*n : °eA SAFOATOEG 3A0q--*1TSTTIW °9
utaaem Aq / 7/-OL61 ‘euUTTOIeD YIION ‘YyOeeg UePTOH Je sesueyd yoereg
°O upIIeW ‘IOTIW
S=69)8,0u awTgcn* €072OL
*G-€g8 ‘ou §((°S*n) Jaqueg
yoieesay Suz~iseuy3uq [eqseoj) jJiodei snosue,TTecosqM :setieg *III
*(°S°N) JejUeD YyoIeasey BuTTeeuTZuq Te seoD “II *eTIFL “1
*uoTsola W109S *G “*eUF[OIeD YIION ‘YDeeg UepTOH *y *sAaAIns
aeTyoid yoeag *€ *TOIqUOD UOTSOIe YOReg *Z *sesuBYyD YoReEg *T
*sqoefoid AvAAINS yoeeq Wiaj-Bu0T WoIzZ pauTejqo se “uoqpa@sod aut Ter0ys
uy sesueyo uo pue ‘TeAeT eas ues eAOGe seyodeeq UO pues JO oUNTOA
ay. uz sasueyo uo uofTjeWI0sUT Buyiseufsue oTseq sapfAoad j1oday
nQ@e86T YIN,
*aTaqtq reao09
(S-€8 ‘ou £ JaqUueDg YyoIeesey BuTIseUu
-}3ug Teqseop / Jiodei snoaueTTeosTW)--*wo 67 * “TIF : *d [46]
“€86I ‘SIIN wor
atqetTTeae : *eA ‘ptezsuzads { aeque9 yoreessy BSufiseuyzsuq TeIseo0D
“sia0ufzsuq jo sdiog ‘Awiy *S*f : *eA S1fFOATOG 310J--*IITTIW °O
upaazey Aq / 4/-OL61 ‘euUTTOIeD YIION ‘YoReg USpTOH 3e seSueyo yoreg
°O uPIIEW fISPTIW
Live Music Archive
Librivox Free Audio
Metropolitan Museum
Cleveland Museum of Art
Internet Arcade
Console Living Room
Books to Borrow
Open Library
TV News
Understanding 9/11