An inexpensive, portable vibracoring system for shallow-water and land application

CETA 81-8

An Inexpensive, Portable Vibracoring System
for Shallow-Water and Land Application

by
Kenneth Finkelstein
and
Dennis Prins

COASTAL ENGINEERING TECHNICAL AID NO. 81-8
JULY 1981

“wHo!

DOCUMENT
COLLECTION

Approved for public release;
distribution unlimited.

oom U.S. ARMY, CORPS OF ENGINEERS

i COASTAL ENGINEERING
Ue RESEARCH CENTER
no, 3-8 Kingman Building

Fort Belvoir, Va. 22060

enuao

republication of any of this material
Army Coastal

=a Reprint or
shall give appropriate credit to the U.S.

Engineering Research Center.

Limited free distribution within the United States

of single copies of this publication has been made by
Additional copies are available from:

this Center.

Nattonal Technical Information Service
ATTN: Operattons Diviston

5285 Port Royal Road
Springfteld, Virginta 22161

The findings in this report are not to be construed
as an official Department of the Army position unless so

designated by other authorized documents.

in

MT

I

aos HT

UT

UNCLASSIFIED
SECURITY CLASSIFICATION OF THIS PAGE (When Data Entered)

READ INSTRUCTIONS

1. REPORT NUMBER 2. GOVT ACCESSION NO, 3. RECIPIENT'S CATALOG NUMBER
CETA 81-8

4. TITLE (and Subtitle) 5. TYPE OF REPORT & PERIOD COVERED

AN INEXPENSIVE, PORTABLE VIBRACORING SYSTEM tat ag a nee
FOR SHALLOW-WATER AND LAND APPLICATION a eee

6. PERFORMING ORG. REPORT NUMBER

8. CONTRACT OR GRANT NUMBER(a)

7. AUTHOR(s)

Kenneth Finkelstein
Dennis Prins

10.

PROGRAM ELEMENT, PROJECT, TASK
AREA & WORK UNIT NUMBERS

D31665

12. REPORT DATE
July 1981

13. NUMBER OF PAGES
16

15. SECURITY CLASS. (of this report)

UNCLASSIFIED

9. PERFORMING ORGANIZATION NAME AND ADDRESS
Department of the Army

Coastal Engineering Research Center (CEREN-GE)
Kingman Building, Fort Belvoir, Virginia 22060

11. CONTROLLING OFFICE NAME AND ADDRESS
Department of the Army

Coastal Engineering Research Center
Kingman Building, Fort Belvoir, Virginia 22060
MONITORING AGENCY NAME & ADDRESS(if different from Controlling Office)

14.

15a, DECLASSIFICATION/ DOWNGRADING

SCHEDULE

DISTRIBUTION STATEMENT (of this 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)

Sediment
Vibratory coring device

Cores
Sampling

ABSTRACT (Continue on reverse side if necesaary and identify by block number)
A portable vibracoring system provides an efficient, rapid, and safe means

of extracting cores up to 33 feet (10 meters) long. Short cores (< 10 feet or
3 meters long) are also obtained with a part of the system. This report de-
scribes the system and the coring procedures for intrusion, extraction, and
packaging.

20.

The coring system is composed of the following modifications of existing

designs: (a) a quick fasten-release clamp that attaches the vibrator head to
_(Cont inued)

DD (jen, 1473 cortion oF t Nov 65 1s OBSOLETE UNCLASSIFIED

SECURITY CLASSIFICATION OF THIS PAGE (When Data Entered)

UNCLASSIFIED
SECURITY CLASSIFICATION OF THIS PAGE(When Data Entered)
the coring pipe (the clamp moves up and down the coring pipe like a "sleeve,"
eliminating having to completely remove the unit) and (b) a stable tripod with
four separate, portable components. During extraction, the core is stabilized
in a vertical position by a spring-loaded metal gate, using a core pipe slot cut
into the tripod headplate, until extraction is completed.

2 UNCLASSIFIED

SECURITY CLASSIFICATION OF THIS PAGE(When Data Entered)

PREFACE

This report is published to describe an efficient and effective system to
obtain cores of unconsolidated sediments in saturated beach and back—-barrier
environments. The work was carried out under the coastal sedimentation re-
search program of the U.S. Coastal Engineering Research Center (CERC).

The report was prepared by Kenneth Finkelstein, Geologist, and Dennis Prins
Physical Scientist, under the general supervision of Dr. C.H. Everts, Chief,
Engineering Geology Branch, Engineering Development Division. The authors ac-
knowledge Dr. R. Hobson and L. Hulmes for their help with the design of the
coring system, and S.J. Williams for his review of the report.

>

Comments on this publication are invited.

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

approved 7 November 1963.
te, LOS sbeog
ED PE BuSHOR

Colonel, Corps of Engineers
Commander and Director

IV

VI

CONTENTS

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

EN DRODUGISLON ye tietere tis eis aieua le citer ysis It) wal mea mrc ara Ue amen tsi ats
TIRTOMVNRS? (COMMONS. G 6: 6.66 oo) 6 8 bMo Ooliou 6 6 ans
hg WallieGNE@IEG 6g 96) aa Jo a) 6 1G Oo BS Od 0) OO) Oo 6
Drerelercaliy © Centar yee sinruiret ter ehinsmcnt isnt eaatetn ts tire
SHCOMIDVNRN. COMPOIMINIS SG oo oF 6 ‘Dd. 0 66 6 G6 8 6
GORIONG IWROGID GIs 6 6 ao Gy 6 6 6 6°56 060 oo
IL, IGMETUGSIOM 5 “6 6-0 56.6 60 60 0 0 6 6 6 06 016,00
Zoo, WECICIEMOMS 5 9 Io 66 6 5 oso, 6 O10 610 o 6.0 6 0 6 0
S}q, IEC ING GG. GG GS Gu oo oO 0). a0 0 6 Oo .0-0°0 60
PROCEDURAL MOD har CATHION Sep vspereiilten irciorsntn cmtcinn amas
TOTELOVED) ARESMUSY 5, ol lo Guo on oka yiot NosuOhiow aie 6!) oven 6 oe
ARMS GID S So G7 gig g Bo 6 6) ao eo 6! 6.96) ao: 6
TABLE
quale Goeeciseleaelomss 6 56 46 0 0 6 000 66 6/0 60:5 0 6
FIGURES

The gasoline engine power source.

2 A closeup of the quick fasten-release clamp

The 14-foot-high tripod with step supports welded to one leg.
A closeup of the tripod headplate

Removal of the extracted core from the tripod

Photomosaic of an opened core

The modified coring procedure for collecting short cores

14

15

13}

14

CONVERSION FACTORS, U.S. CUSTOMARY TO METRIC (SL) 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 2524 millimeters
De sys centimeters
square inches 62452 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
miglaleinance 1s OlOV. sz 1072 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!

lt) 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.

wep iar Sed
aa ihe

. hee 4 ;

en meer eee Ter fe ye arr a
Ne ks

ery
yet

.. TIVu ean pa teas y

4
ir

ee Be Lr
: . i \ :

605 a aes smerny

AN INEXPENSIVE, PORTABLE VIBRACORING SYSTEM
FOR SHALLOW-WATER AND LAND APPLICATION

by
Kenneth Finkelstein and Dennts Prins

I. INTRODUCTION

Vibratory coring devices have been used for the past three decades to
obtain relatively undisturbed cores of unconsolidated sediments. Initially,
pneumatic coring systems deployed from ships and barges were designed to obtain
cores on the Inner Continental Shelf (Tirey, 1972; Meisburger and Williams,
1980). Several smaller portable vibrating coring devices have been developed
that successfully recover cores in beach and back-barrier environments by small
boat or vehicle. Sanders and Imbrie (1963) and Pierce and Howard (1969) de-
signed systems that recover cores less than 12 feet (3.6 meters) long. Hoyt
(1979) and Lanesky, Logan, and Hine (1979) developed efficient portable coring
apparatuses to obtain cores up to 36 and 43 feet (11 and 13 meters) long,
respectively.

To improve efficiency and safety, the Coastal Engineering Research Center
(CERC) used modifications of existing coring systems to design a portable
vibrating coring system for use in a sedimentation study of barrier islands.
The essential components (see Table for equipment specifications) typify other
portable vibrating coring designs: a gasoline-powered concrete vibrator, a
3-inch-diameter (7.6 centimeters) aluminum irrigation pipe 33 feet (10 meters)
long, a 14-foot-high (4.3 meters) tripod with two come-alongs, and a gas-main
sealer plug. The advantages of this design over previous systems include the
easy assembly and the sturdiness of the tripod, which permits efficient, safe,
yet rapid extraction of cores 33 feet or greater in length, and a quick fasten-
release clamp to attach the vibrator head to the coring pipe. A method was
also devised to extract less than 10-foot (3 meters) cores without the use of
the 14-foot tripod. The entire coring system weighs about 220 pounds (100 kilo-
grams), and the total cost to fabricate and assemble the apparatus and purchase
the core tubes is less than $1,000 discounting labor. The coring procedure may
be accomplished entirely by two individuals, though three are desirable. This
system is not intended for subsurface strength or density tests.

II. PRIMARY COMPONENTS

41

Iho Wallorcevie@ie'g

A Briggs and Stratton 4-horsepower 4-cycle gasoline engine designed for use
as a concrete vibrator is used as the power source of the coring system (see
the Table for equipment specifications). The engine vibrator unit (Fig. 1)
weighs 110 pounds (50 kilograms) and is assembled on a 360° swivel base. A
13-foot-long (4 meters) flexible shaft leading to the vibrator head is a stand-
ard attachment to the engine. However, an extra 13 feet of extension shaft
is recommended so that the vibrator head can be attached as high as possible on
the 33-foot coring pipe. This improves the system in two ways: (a) The vibra-
tor head does not need to be moved up the core barrel until about 20 feet (6
meters) of pipe has penetrated the sediment. Momentum is very important in
retrieving long cores. Reattaching the vibrator head one time is usually
unavoidable, but making several reattachments is detrimental to achieving deep

Table. Equipment specifications.
VIBRATING UNIT
Gasoline engine:
Air-cooled, 4-cycle, 4-hp engine mounted on a 360° swivel base

Vibrator head:
length width height weight centrifugal force

14056 in 2375 im) 263/75 an 912-0) lb) 1/229 be eN 10000 vibrations sperms

Flexible shaft, 2 ea:
length inner core diameter
1S Watts 3/8 in

Quick fasten-release clamp (3-in schedule 40 black pipe, halved and

hinged with eyebolts):
length lb/ft wall thickness Od. tole

8 in 7258 OG AS atin Bo5). Stiov Sho (Kors): sini

TRIPOD HEAD (aluminum alloy 6061)

Plate:
length width thickness 1b/f£t?
1S ain 1D Fin 1 in AS IM

Leg supports (3-in schedule 40 pipe), 3 ea:
length lb/ft wall thickness o-d. ito Glo

lo ie Zood 0.216 in eee O OOM

TRIPOD LEGS (aluminum alloy 6061)
Legs (2.5-in schedule 40 pipe), 3 ea:
length lb/ft wall thickness Od. iL 6G@lg

14.0 ft 2.00 0.203 in Desi oys sq AGUS). atin)

Ladder rungs (round), 11 ea:
length diameter lb/ft
12 ain (O65) alin DBM

Pads, 3 ea:
radius thickness 1b/ft2
6 in 0.5 in 7.06

Pivot plate, 6 ea:
length width lb/ft? thickness
Hia(0) atin © 336 725) in 7.06 O55) shn

Figure 1. The gasoline engine power source, along with 26
feet of flexible extension shaft, the vibrator
head, and the quick fasten-release clamp.

penetration of the core tube; during the short period of time it takes to shut
down the engine and reattach the vibrator head some of the sediments will have
already begun to densify. (b) The higher placement of the vibration head on
the core tube has been shown to improve vibration and core penetration.

The quick fasten-release clamp, which is designed to rigidly and quickly
attach the vibrator head to the coring tube, is made from a section of schedule
40 steel pipe (see Table for specifications) about 8 inches (20 centimeters)
long (Fig. 2). The pipe was cut in half longitudinally, and each piece hinged
on one side with two bolt plates and two slot plates welded near the top and
bottom of the other side. The clamp which is welded to the vibrator head is
then fastened around the coring pipe by two hex head bolts, nuts, and lock-
washers. The quick fasten-release clamp may be moved up and down the coring
pipe like a "sleeve" by simply loosening the nuts and bolts, eliminating
having to completely remove the unit from the core tube. This design is an
improvement over standard U bolts that often bend or break and take consider-
ably more time for removal and reattachment.

2. Tripod.

Important criteria in coring are the sturdiness and the safety of the
tripod used to extract the cores. The tripod shown in Figure 3 meets these
criteria. It has four separate components: three 14-foot-long legs of schedule
40 aluminum pipe and an aluminum tripod head (see Table for specifications).
Step supports welded to one leg provide easy attachment of the come-alongs to
the tripod head. At the base of each leg is a 12-inch-diameter (30.5 centi-
meters) pivoting footpad which prevents the tripod legs from sinking into the
ground during extraction of the filled core tube.

Figure 2. A closeup of the quick fasten-release clamp. The
core fits snugly into the clamp and is tightened
by two hex head bolts, nuts, and lockwashers.

Figure 3. The 14-foot-high tripod with step supports welded to one leg.
Extraction is accomplished with the use of two come-alongs
attached to the headplate at the top of the tripod.

ne)

Three 12-inch-long tripod leg supports (see Table for specifications) were
welded to the tripod head (Fig. 4). The legs were placed into the leg supports
and held in place by 0.5-inch (1.3 centimeters) steel pins through each tripod
leg and corresponding leg support. Two holes were drilled into the underside
of the tripod head for installation of steel eyebolts to support the come-alongs
during core extraction.

A further modification entails cutting a core pipe slot, 5 inches (12.7
centimeters) wide and 5 inches deep (rounded at the inside end), in the tripod
headplate (Fig. 4). A metal spring-loaded bar, the slot gate, is placed across
the core pipe slot. Attached to the end of the gate is a release cord to open
and close the gage from ground level. During extraction, the core is guided
through the slot and held vertical by the tripod. After the core breaks free
of the sediment, the come-alongs are removed. The release cord is then pulled,
opening the slot gate, and the core falls freely to the ground. This design
permits a safe extraction of long cores often unobtainable with other coring
systems.

III. SECONDARY COMPONENTS

Three-inch aluminum irrigation pipe, a gas-main sealer plug, hacksaws, and
rope are all stock items and easily purchased. It is recommended that the
bottom end of the core tube be cut at a 45° angle and sharpened with a file
for easier penetration.

Figure 4. A closeup of the tripod headplate. Leg supports welded to
the headplate are shown, along with the core pipe slot and
spring-loaded slot gate with attached cord. The underside
of the headplate has two steel eyebolts for fastening the
come-alongs.

IV. CORING PROCEDURE

Vibracore sampling is divided into three steps: intrusion, extraction, and
packaging.

i intrusion.

For maximum penetration, the vibrator head should be attached near the top
of the unsharpened end of the 33-foot core barrel, while the barrel is lying
on the ground. As one individual of the coring crew keeps a foot on the
sharpened end to prevent movement away from the designated coring position,
one or preferably two other individuals push the core pipe into a vertical po-
sition. Initially, the core barrel will sink into the saturated sediment by
its own weight giving some stability. Unsaturated sediment can also be cored
with this system but depth of penetration may be limited. A quick start of the
engine will generally cause rapid penetration of the pipe into the sediment.
Tying a rope to the pipe and pulling down by adding weight will aid in getting
the pipe through resistant subsurface units such as rooted zones and oyster-
beds. Usually, 15 to 25 minutes is needed to penetrate 33 feet of sediment.

De Easteca Citalon.

After removing the vibrator head, the remaining pipe is cut off with a
hacksaw about 1.6 feet (0.5 meter) above the ground surface. The distance to
the sediment surface inside and outside the pipe is measured to determine the
amount of sediment compaction. The pipe is then filled with water and a gas-
main sealer plug is inserted and tightened to prevent loss of sediment from
the core pipe as it is removed.

The tripod is assembled and placed over the intruded pipe. Two come-
alongs are each fastened to the eyebolts at the tripod head and to a rope
securely fastened to the core pipe. Extracting the core with the come-alongs
(Fig. 3) is initially difficult but becomes easier once the core breaks free
from the bottom. The core is guided through the core pipe slot in the tripod
head and then rested against the tripod head to prevent falling over during
extraction. The filled core barrel, weighing approximately 10 pounds per foot
(15 kilograms per meter), cannot be gently lowered. Therefore, as mentioned
previously, when the core is completely out of the sediment, the come-alongs
are removed and the core pipe slot is opened by pulling the cord that moves
the spring-loaded slot gate. The core is then gently pushed so that it falls
freely to the ground (Fig. 5). The sample tube, completely filled except
near the top, falls onto a relatively soft beach, marsh or aqueous medium.
This prevents any disturbance except for the top 1 foot which may slump.

3. Packaging.

The extracted core is usually too long for immediate shipment, so the core
is cut at the field site, using a hacksaw. Aluminum foil held securely with
duct tape is sufficient as core caps. Each core section must be carefully
labeled, indicating top and bottom, with a waterproof marker.

The splitting, logging, and sampling of each core is done in the laboratory.
Immediate photographing of all the cores after opening is an important step that
should not be neglected (Fig. 6). Even under the best conditions, complete
preservation of a core is impossible.

l2

CORE

CORE

CORE

13

CORE

CORE

CORE

CORE
J

ct

Photomosaic of an opened core.

Figure 6.

Removal of the extracted core

from the tripod.

Figure 5.

V. PROCEDURAL MODIFICATIONS

Coring procedures that provide increased flexibility may be used when
short cores (< 10 feet) are sufficient, and weight and space limitations exist
for transporting the coring equipment. In this case the entire tripod with
the extra extension shaft is not needed; only the vibrating system, the pipe,
one come-along, a gas-main sealer plug, and packaging materials are necessary,
all of which can be transported by helicopter, small plane, or small boat.

The cores are intruded and packaged as previously discussed. Extraction is
simplified by using a 2- by 4-inch (5.1 by 10.2 centimeters) piece of sturdy
wood, 6 feet (1.8 meters) long, or an extra piece of pipe in place of the tri-
pod, as a bracing for the come-along. One hook of the come-along is attached
to a rope securely tied to the core pipe, the other hook is fastened to the

top of the makeshift support. One individual is sufficient to keep the support
stable while another jacks the core out of the sediment (Fig. 7).

Figure 7. The modified coring procedure for
collecting short cores.

Vi SELELD LESS

During the summer of 1980, 35 cores, ranging from 13 to 33 feet long, were
recovered along the coast of Virginia during a 3-week period. Later that year,
nine additional cores, each 10 feet long, were recovered in 1 day by the modi-
fied coring method and transported to CERC by helicopter. No problems occurred
during either field test.

LITERATURE CITED

HOYT, W.H., 'Vibracore System: Description and Acquisition Information,"
University of Delaware, Department of Geology, Newark, Del., unpublished
choautics I9)7/9),

LANESKY, D.E., LOGAN, B.W., and HINE, A.C., "A New Approach to Portable
Vibracoring Underwater and on Land," Journal of Sedimentary Petrology, Vol.
“ONO 25) June O79 ppl. 654-65)

MEISBURGER, E.P., and WILLIAMS, S.J., "Sand Resources on the Inner Continental
Shelf of the Cape May Region, New Jersey,'' MR 80-4, U.S. Army, Corps of
Engineers, Coastal Engineering Research Center, Fort Belvoir, Va., July 1980.

PIERCE, J.W., and HOWARD, J.D., "An Inexpensive Portable Vibracore for Sampling
Unconsolidated Sands," Journal of Sedimentary Petrology, Vol. 39, No. 1, Mar.
1969, pp. 167-176.

SANDERS, J.E., and IMBRIE, J., “Continuous Cores of Bahamian Calcareous Sands
Made by Vibrodrilling," Bulletin of the American Geological Soctety, Vol.
14 No. 4, Dec. 1963), pp. P287—1292.

TIREY, G.B., "Recent Trends in Underwater Soil Sampling Methods," Special
Technical Publication 501, American Society for Testing and Materials,
Philadelphia, Pa., 1972.

ae
whol
‘

a asd ny
4 Mie Ry Fay

L279 8=18) °ou earecn: €029OL

“seTiesg “TTI “Vy sfuueq
“sutig ‘IT ‘eT3tL ‘1 *sattddns pue quawdtnba--auy{TyAp a10y *T{
*Buyseyoed pue ‘uot DeIAXe ‘uUOTSNIQUT AOJ saanp
-3001d Ruti0D 9yq pue wazsks ay q saqyiosap qiodaa sty, ‘weqsks ayy
jo qaed e& YITM rouTeIGO OSsTe 91e (RuoyT siaqow ¢ 10 3aaz CET >) SaI09
qaoyg =*8u0T (saajzow OT) 1993 EE 03 dn sai0d Buy\eIQxa Jo sua ayes
pue ‘ptdea *juatoTyya ue saptaoid waqsks Suyasooeaqya atqejiod y
“cl *d :hydeis0ttqtq
wT86T ATG,
*8TITI IaA0D
(8-18
‘ou { pre TeoTuYyIaI ButisautTsua Jeyseoy))---wd /z7 § “TTT: «d {9T]
‘T1861 “SILN Wo1zy aTqeTyeae : sea ‘pTaty3utads
$ Jaqjua) yoieasay SutiaseutTsuq Teqjseoy Away *s*p : f*eA SaTOATag
JAOy—--*suUTIg STuUaq pue uyeysTayUTy yauuey Aq / uoTiedTT[dde pueT
pue Jo eM—MOTTeYS OJ waqsks ZuysooeaqtTA atqeqsod ‘SantsuadxauT uy

*yqauuay ‘utTaasTayuTy

L279 8=18 °ou eaTecn° €072OL

“Settes “III “Vy sfuueg
*sutig ‘II ‘®TITL ‘1 ‘settddns pue quewdtnbs--3uy{T yap 210) °°]
*Supdseyoed pue ‘uozqoeaqxa ‘uoytsnaqutT Joy seinp
-2001d Buti0. ayy pue waqsks ayy saqftiosap y10da1 SFyL ‘cweqsks ayQ
jo jaed e yayM peuteqgo osTe aie (3uoT saajzeaw ¢ IO 3993 CT >) sea09
Jaoyg =*8u0T (SiajeW OT) eazy EE 07 dn saz0d Buz IDeIqXe Jo sueaW ayes
pue ‘pfdea ‘juatotzza ue saptaoad waqsks B8uzsooeaqtA atqejiod y
“ct +d :hydeis0y7{qQ Tq
w'T86T ATor,,
*aTqtTI araa0)
(8-18
‘ou ! pye TeoOTuYyIe BSupyassuyT3ua Teqyseo))--*wo /z § “TTT: «d {91]
‘T1861 ‘SILN “OIj aTGeT}eAe : *ey ‘pTayyBuzads
{ Jaqjuea) yoieesay SuyaseuT3uq Teqseoy Away *s*q : “S*eA SatOATag
JIOJ--*suTIg sTuueq pue ufTeysTeyUTy YyJeuUsy Aq / uoTIedTTdde pueT
pue JajeM—moTTeys JOJ wajsks BuyAoseAqyA atqeqiod ‘aaysuadxauy uy

*yqouusy fuTeysToyUTy

L79 8-TR *ou eaTRcn: £0291

*SeTiag “III “Vv sfuueg
“sutig ‘II ‘®T37L ‘1 *sattddns pue juawdytnbae--8ut{TTIp 210) °T
*8upseyoed pue ‘uozqoeaqKa ‘uoTSsnaqUT Oj sainp
-9001d Sut105 ayy pue waqsks ayq saqtiosap qiodaa STYUL ‘wa sks ayy
jo qaed & YITM pauTejqo osTe aie (Bu0T siajaw ¢ 10 4aaz CT >) saa09
qjoyg *B8u0T (si1ajaW QT) Ie@az EE 02 dn sai0d BuzIDeI3xXa Jo sueaw ayes
pue ‘ptdea ‘quatotyya ue saptaoid waqsks SupyaooeaqgyA aTqeqjiod y
“c1 cd :hydeasorttqrg
w'T86T ATOL,,
*28T3T2 JaA09
(8-18
‘ou £ pre TeoTuyde] ButiseuT3ua Teqseo))---wo L@ * *1T¥ 3 *d [97]
“TS6T “STIN WOly aTqeTTeae : sea ‘ptayysutads
{ laqua) yoieasey Sutiaeutfuq Teqseoy Away *s*n : “seq SazoaATag
JA0y--*suTig syTuueq pue uzaysTayuTyY yyeuuay Aq / uoT,eoTTdde pueT
pue JoIeM—MOTTeYS OJ waysks Ruysooeaqya atqeqiod ‘aatsuadxauT uy

*yqauuey ‘uTaysTayuTy

£29 8-18 *ou BITSSN* €02OL

*seti9g “III “vy sfuueg
“suyTdg “II ‘®T3TL *I “sattddns pue quawdynbe--Suyt{TTIp a109 *T
*Suyseyoed pue Suoz.de1yXe ‘uUOTSNIAWUT 1I0Z saanp
-2001d 8uy10D ay. pue waqsks ayj seqyzaosap yaodaa sty, ‘waqsks ay
JO j1ed e YRTM pauTeqqo osTe aie (3u0T siajaw ¢ 10 Jaaz QT >) $a109
qioyg *8u0T (SiajeW QT) 3823 EE 03 dn saz09 Buy DeIzXa Jo sueaW ayes
pue ‘ptdei ‘juatoyzzje ue sapzaAoid waqsks B8uzaoseaqya atqejaod y
: “ct cd :KhydeasoyT qt
wT86T ATO,
*aTITI IaA0CD
(8-18
‘ou f pre TeoyuYysa] Buyiassuyzsua Teyseoj)---wo 7z § “TTT : *d [gT]
"1861 ‘SILN Wo1z aTqeTyeae : seq ‘pTayzy8utads
$ Jaqjua) yoieassy Buyaaeuysuq Te3seo) Away *s*n : ‘*eA SaTOATAg
JAOJ--*suyig sfuusq pue UpeysTeyUTy YyIeuuey hq / voy edTTdde pueT
pue JojemM—mMOTTeYS JOJ Waqsks BuyIoIeAqyTA atqejjod ‘aatsuadxautT uy

*yqouuay ‘futaqsToyUTy

.