: THOMAS L0B1NG,: Editor ian ProprieUr? Devoted to Literature ,. SeienceFofefen and 'Dociestic !KeTs, 'Agriculture Trade, Commcrce---ONEDOLLRfcPer:'Annum,9 invariably in Adtanu
' - r
VOL. 2.
12,1S49.:
NO. 21.
ANIJARY
M i .!
-..-,.-.- , ; - i . - '
J
B. I. HOWZE, Associate Editor.
ADVERTISEMENTS, '
t)ri a limited extent, will be inserted in the
Weekly uommercial. at tne louowing rates
e jaare, 1 insertion, $0 50
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l do. 3 do. bu
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an advertisement exceed twelve lines, th
nnce will be in proportion.
All advertisements are payable at the lime.
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H3" All advertisements inserted in the
Weekly Commercial are-entitled. to one in
sertion in the Tri Weekly. free of charge ;
REPORT UPON TOE DAPE FEAR
v AND DEEP RIVERS.
To Messrs. Alex. Maciae. A. J. Derossell,
A. S.uMcNeiland F. J. Hill, composing the
Committee, designated by the fPittsboro:
Convention, held in July last, to 'lake in
charge the obtaining of a survey and esti
mate of the probable cost of impro ving the.
Upper Cape Fear and Deep River s,, as
high up as Hancock's Mill) hi Moore Coun
ty North Carolina, . i"
Gentlemen : Having been engaged" by
Major Walter Gvvynn, on your behalf, .to
make a stffve? of the Cape Fear and Deep
Rivers, with a view to the opening of the na
vigation as high up s as Hancock's .viill in
Moore County, and having conpleted the re
connoizances, together with such instrumen
tal examinations of the most' difficult portions
of them, as the time allowed me would per
mit, I have the honor herewith to report the
results, including an estimate of the probable
cost of a Slack Water navigation to be form-;
cd by a succession of Locks and Dams, with
occasional short Canals.
This character of improvement is admirably
adapted to those rivers, as indicated by their
inconsiderable fall per mile, (it being some
what less than two feet throughout their
whole length.) their consequently sluggish
current, and the extensive natural pools al
ready to be found throughout their length.
Knowing the importance to t!ie friends of
this improvement that the. question should be
ascertained in the shortest possible time, wheth
er such a navigation could he obtained upon
these rivers, to connect with the present
Steamboat navigation upon 1 he Cape F. nv
at FayetlevilJe, and with u view to expedite
the work, after .organizing a party -ind pro
nrinr n suitable boat. 1 beran the descent of
a ------p i .
?. the liver. -
1 I fr.iuv! TT-.i m'np.I.-'.! lnm 12 fp.pt hih. :iiid
...r... f,l r i-.i.v. l- 4 If loL-nl Vt TiTjtip nr.
for five miles above, with a depth of not less
than 3 feet. Thence descending the rver, 1
found a succession of small shoals, until I pass
ed the lower enll of Murchinson's Island,
where 1 met. with the back water ot Peter
Evans,' Jr. dam, 2 miles from Hancock'.s
From this point to Evan's Mills, a distance
of ten miles, 1 found a splendid pool of water
with a depth ranging from 3 to 9 feet, at the
then low stage, which was that of low sum
mer water.
Evan's Dam has just been rebuilt upon the
Tafter plan, and packed in with stone, about 3
feet in height. It is 190 feet long, and leaks
to some extent; it did not in consequence hold
a full head of water by l feet; when this
shall be the case by the deposit of mud and
sand held in suspension by the water brought
down the river, it will fhrvvthe water back to
Hancock's Mill, 12 miles.
In Evan's Dam, a Lock will be placed of 9
feet lift, from which a boat will float directly
iinto the back water from John Horton's radJ
dam, and through this fine pool of water for
6f miles to Horton'a mills. The deyth of
this pool, at its shoal est place, which is ZVU
yards below Evan's Dam, is 2 feet for a short
distance, from which it immediately deepens
to 5 feet and continues from 5 to 8 through
out its length. . ,.
Horton's dam is 374 feet long and 8 feet
high, over which the water was flowing at
the time; showing thereby a plentiful supply.
It is proposed to raise this dam one foot, which
can be done at a small expense, to insure 3
feet at all times back to Evan's dam, and thus
supposing a lock in Hancock's dam, we ''find
already formed with a small outlay, a slack
water navigation of 23 miles.
From the lock in this dam a boat will float
into a pond of not less than 3 feet in depth,
to be formed by a dam to be Erected 200 feet
below Thomas Farish's fish dam. This dam
will be 9 feet high, and 234 feet loner, and
.will connect the pools at present existing and
occasioned by tne hsh trap dams ot Thomas
Hansn, and Jf eteriJi vans, Sen. forming one
continuous pool for 8 3-4 miles from Horton's
dam.
A Lock will be placed in this dam of 9 feet
lift, from which a boat will float into a, pool
7 1-2 miles long and not less than 3 feet depth,
extending to Claig's mill dam, a short dis
tance below the mouth of Rocky River;
As this poinl? the first real difficulties are
encountered and , it " becomes necessary to
I leave the bed of the river for the first time in
39 1-4 miles. Mature has done murh to
smooth the way here, and we find a natural
canal, or SIoo of oO to 70 feet wide, which it
is proposed to use for 2050 . feet. It is now
used as "the race to Claig's mill; it will be
necessary to take down Claigs river dam,
which only holds water for three feet, and
construct upon its site a dam 5 feet high, and
1023 feet long. This dam will give sufficient
depth over the shoals at the mouth of Rocky
River, and above that point back to the sill
of the lock in the dam, at Farish's fish trap.'
Some clearing out and blasting will be ' re-
quired, the cost of which is embracing in the
estimate. ; ;. .
A dam must be.raised over the sloo as far
down as we use it, and in this dam a lock will
,ne placed' of 10 1-2 feet lift, from which a boat
vViil ms; inta :l Tsrinl ft ).- , ,rWi.a In 1
; . . A . '.' ' ' - -V.' - - 1- 1 .
;n icn.
sulhcicnt depth
ni just below ?i:
-f a
Sbme'cfeaDiog 'otit will ;beiequired in tbe up
per part of this pond. ' v
Pullen's Falls are the .chief obstacles to the
opening; of the navigation of Deep River, and
to a casual observer, or thsse unacquainted
with tlie means resorted toelsewhele in sur
mounting similar difficulties, they do appear
to constitute a barrier to the navigation of
the rich aud fertile valley 61 that river. liut
they are by no means insurmountable and
when it is considejred. as will be seen by the
estimate, at what an i nebnside rable' cost t he
upper jjdhiVn of4 the river can be rendered
navigable, it". will we understood that we can
afford to expend an amount sufficient to over
come tfie difficulties at these falls, and yet
Jeave tbe average cost of improving Deep
Rtver-4 uitft. Io w;-.ijTi-i&f i I "3 ,
II A Liick will 'be. placed in this dam of 9 feet
lift, fiorjn which a boat will float into a pool
1 miles long and not less ; than 3 feet depth,
extend nig to Claig's mill jilam, a short di5
tanep Le!ojv the mouth of "Rocky Riveh :
The 1st dam in "the 'mils' will. be placed up
on a leclge of rock?? making dcrss th2 river
2h feet below tbe level of the Water surface
above, jt will be 3 feet high, and 3S1 feet
long, including the abutments. A lock .will
be placed in this dam of S feet lift. r
A boSat will float out this focWinto the pool
below of sufficient depth, and 600 vards long. :
which brings us to the 2nddam.Tbis dam will 1
also rest upon a-roekv ledge,; it willbe 10A !
feet high in the main river, but as it w-ifj cross
two islands, its average height will bevmuch
less. It will be 800 feet long.
A lock will , be placed in this dam of lOi
feet lift, from which a boat will pass into a
pool formed br a dam 1300 yards below.- built
npon me sue 01 ruiieirs ua.m. 11 win oe o icei
bigli and 446 feet long to the island, including
the abutments. There also will be required
170 feet of damming to connect two .other
islands with the first. "t"
Front Pullcns dam. it is intended to take
out a canal through the level -bottom in
which ljus mill race is dug. It will be 1026
yards long, of easy excavation and will re
quire one guard lock where it leaves the
pool, aijd two nit Jocks ot lOf leet each,c to
drop the boats into t he river, so 1 ewhere
about the new bridge, being erected byUr.
bmitn and others, it will also require a
wiiggo iji ford wnere i crosses the
mam
road.
t
F
orri
tlie oiilh
fork
of this canal boats
:!. Ling reaching
wi
(i
v JiMO :i :
! I!
to Hue
I
horn V 1
i o difficulty for that
;::ie. i.nd of sufficient
wo noints. one at Dr.
distanc
p.. even
dep.lh
excepting at
Smith'
in' luml
ih oier at Hawkin's
Island;
now-1 8
the deoth dvv;it
') at winch points, is
iiiclies.
A'-oiit 21 mWtii hclovr
I? all en's
iuence of
Mill, and
di recti 5
above the confi
the
Haw
with Deep River, is the town of Haywood,
finely situate! upon, an elevated -second bot-j
tpai, wiuc is uestined to necome a -place 01
conslddruble" tirade when -this improvement
shall be opened. If has a rich back country
in the pounties of Chatham, Randolph and
nejghhbrifig Counties, -and will - be the point
wherej-all the surplus productipp of these
Counties will concentrate, to be- borne upon
the navigation-to the markets of Fuyettville
and VVilniington. ' j ' ;
At thickhorn, ihe river 1 talis 16 feet in 1
miles,! where jt becomes necessary ibr the
third tjme to leave the bed of the river: Here
nature has again stepped in to smooth the
way for us. andwe find a natural canal or sloo.
which leaves the river just above the lalls ano
runningTound the north side for 114 mles,
again j enters the river. This sloo has at
this time a depth of from 12 to 18 inches in
it, and is GO to 70 feet wide. .
It is proposed to eiect a dam across the
river at the head of the-fa Us 5 feet high, ana
720 feet long which will afford ample depth in
in the jsloo and back the water over the shoals
so as to give at all times not less than 3 feet
water
upon them. The sloo1 will be followed
at which point there will bei a dam
1 mile
erected over it. This dam will be 9 feet high
and 180 feet long, and in continuation of the
same dam to the bank' below, the old canal,
a dam of 198 feet long and 6 feet high, also
430 feet oi damming 5 1-2 feet high; to con
nect some, islands above. ;-
From the sloo through a.guard lock, the
boats will pass into the old canal which
mjust be widened and cleared out for that
purpose, as far down as the locks to be ere
teU to lower them into the river. j
ITht re are the remains 01 several darns,
two sets of locks, some half, a milt apart and
the old canal alluded to; showing the 'efforts
made fin former years to improve the river.
The general outlineupon vvh.ich tlsese improve
emenils were last projected tvas in the main
current, but the details were so wretchedly
carried uut as to render worse than useless
all the money expended upon .them. JEhe
cam
al
was in the first place : cutJ. -mile in
(engtl: from Buckhonl sloo. and locks erected
to lowbf the' boats into Parker's Creek, which
it was intended ''thev should follow to the
river, about bne-fouth of a mile. I. This creek
isjin inconsiderable ; si ream of .about 10 feet
wldtb! and 6 inches depth, which would
have been always filling up with the sedi
ment prought down by it to the obstruction of
the navigation; even though th water of the
river 1 hail have been backed into it by a
dam from below. !
It Was afterwards concluded to throw away
these locks together with half a mile of the
canal and returning back lvupon it, lock into
the river half a mile above.1 This was accor
dingly carried out and the locks put np,; which
would have answered the purpose very well,
if they had have been properly constructed,
but tne simplest laws of hydrauIicMpressure
were totally disregarded. The sides of the
locks were jme-ely " upright 1'post br.aced at
each alternate post, with a single lining oi
one inch' plank, and with no other support
whatever,. .....As'might.have, been. Expected.
thev wern 'forced onen soon after nein
suojccteti 'Dfrnp
r '( .if fs e co. ss , i ry ti) pass
' Mt . - i Z' ':l : .LI
j
boat through them! They 4 w ere miserable
attempts at; lock hiiihihg. and it would have
jt "l
AS U
Vf'!'.
i
OT'
hnvo1'
: Mi-'--
Pi
past, still Ibund in e minds of many
enterprising and intelligent genf emeu, who
look upon any further attempt at improving
this noble river, as Utopian $ merely because
they failed at that time, frithout, knowing or
reflecting upon the cause: which was an
utter want of skill in carrying eut the im
provement. - i - ''
A spirit is now aroused, however, which if
properly directed andiadiciously managed,
will render the navigation of the Cape ' Fear
and Deep Rivers, one of primary importance
to the State at large, as well as to the Coun1
ties within its influence. 1 - J
From the outlet lock in this canal, a boat
will float into a pool 6 miles in length and of
sufficient depth to' Douglass' Jballs, halt a
mile below - Norrington's Ferry. 1 This pool
will be-formed rby aidam 8 feet high,- and 75p
long, to be raised upon the ledge of rock at
that place, Here.it is proposed to take out a1
shortcanal for 440 yards on the-north - side,
tliroucrh a level bottom of easv excavation,
aiid by a Jock drop into the river below.; i 4
The next pool will be a miles long and win
extend one mile beJow: .McAllister lerry,
where a dam will be built 8 feet highland
527 feet long-. i 'u"t ' i'S ' ,t .
A lock in this dam will pass a boat into the
next pool below, which will carry it four miles
to the next dam, whicn is to be placed upon
the first ledge in Smiley 's Falls. As these
falls are well known to be the greatest obsta
cle to the opening of the Navigation of the
Cape Fear River above fayetteville, 1 will
give their physical character. ' These Falls
extend for about five mjles over a succession
of irocky ledges, with no great fall at any one
of them, leaving invariably between them,
still pools of water, varying in depths from
three to seven feet, and in length from 2 to 600
yards. The bmks of the River at the head
of the Falls, are sixteen to eighteen feet high,
but increase in height to thirty feet as we ap
proach the foot of the Falls. , It will be 6een
from this brief notice of their character from
thcheigftt of the banks and the admirable
foundation offered for the dams and locks, as
wrell as the existence of pools of still and deep
winter of considerable extent, that nature has
marked out for us the plan of improvement to
effect the navigation through this part of the
river. In fact, there are natural excavations
and benches formed in these ledges of rock,
unon which dams can be erected to withstand
any fresh.es that may arise? as is abundantly,
shown by the imperfectly constructed fish
dams upon them, which have withstood all
the freshets in the Cape Fear until the actu
al decay of the timbers in them and yet the
stones remain upon the f foundation as they
were originally placed.
The dam at this firt ledge will be eight
feet, nine inches high and 445 feet long, in
which a lock will be placed1of the same lift
ta lovverthe boats into the pool below, Which
wuihexxerra lorn 1-4 ' Bines ana 01. Bimciem
depthtqthe head of "Big Island. ""-
The site for this dam is remarkable the
fallat tiie ledge is only, eighteen inches, but
ther-0 ip a rampart of rock running across the
river eyen feet'above'the surface of the wa
ter, except at three openings where the river,
hastorn'a channel through it. .', Upon this
ledg'e, or rather across the channels through
it. a! dam will he niised of 1Q 1 4 feet high
its total length from bank to bank beitlg 500
feet.
, In this dam a lock will be placed of 1J0.1-2
feef lift, to float the boats into the pool below,
which will carry them 1 3-5ths miles to the
next dam, to be raised upon another ledge of
rock. This dam will be 6 feet 4 inches high
und 750 feet long. A lock in it wilh carry us
through a pool of 1 1-2 miles in length to the
next dam, to be raised upon the ledge at
Hodges' timber landing, which. will be 6 feet
high and 600 feet long through a lock in this
dam the boats float into a pool of' water five
miles in length. " "i - : ' ''r '
r This pool is intended' to afford sufficient
depth over the shoals to Averysboro'. and on
to Doctor's shoals immediately below Smith's
Ferry, at the mouth of Lower Little River.
The dam upon Doctor's Falls will be , 9
feet high and 350 feet long ; it will not only
create the pool above named, but it will flow
the water tor some distance up Lower Little
River, thereby facilitating the rafting of the
clamps brought down it. and remove ai'Pdan
ger of loosing them, as is now frequently the
case when they arrive atthemouth of the river.
From the lock in this last dam to Jones'
FallsUhe distance is five miles, whichlwi'l
be the length of the pool. Upon these Falls
the last dam will be erected it will be '9
feet high and 400 feet long. :. . .
' From the lock in this dam, of 9 feet lift,
the boats will float into a fine navigation to
FayetviUe.:' 15 miles. Some outlay will be fe7
quired in this-d istance to remove obstructions,
; wJiTch3 'pro vided lor in the" estimate.' "
The fall from the foot of Hancock's dam to
Fayetville is about 178" feet." The distance
being about 100 miles. 1 r '
PLAN pF THE DAMS.
The plan of the Dam's upon which the es
timate is based, is what is termed a crib dam.
It is formed by longitudinal timbers, well se
cured to the 4 rock, connected by cross ties,
with the down stream end of the ties kept at
such an elevation above the upstream end as
will give the proper up stream slope 21-2
feet .horizontal to 1 foot vertical. These tim
bers will be of yellow pine properly hewed,
and well tree nailed together, and the inter
mediate spaces or cribs, well packed in with
stone. Upon timbers running length ways
of the dam aloDg the, face of the up stream
slope, will be laid the sheeting of 3 inch yel
low pine plank. -running up and down the
slope, and well secured to these timbers by
treenails. , -s!VJ-' v;.
1 PLAN OF THE LOCKS. . i
The Locks will be a modification of the
-Composite Lock" ; the Vails will be formed
of well hewed yellow pine timbers laid length
ways of the Lock, - 10 feet apart, connected
by cross ties every 10 feet of their- length
These cribs will be well packed - with .stone
to she entire heigth of the Lock-walls.;.?.? :
, These Lock vk wiil rest upon timbers
eTcuuing'ti.ciy across the Lock, laid closer
j together, and upon which a double flooring
wui,De iaia to ine;extenmuine ick-k cnaiuucr,
and the lining ot Ithe chamber will also be
double. ij i j
- The Locks vilj be 10' feet long in the
chamber, by 18 m width and are calculated
for, boats 100 feejt Kong and i2 feet draft and
30 to 40 tons burthen. !j
7 1 learn from vLn. Diblt that his steam
boat- plying pheiNtSil River is 100 leet
long by 17 feef Wid.i$j the bow to the
extremity of te; pdilfe! j wheel, - which is
placed in the usternlofte boat its draft
1 1 : i. : id i t
fi:iThe depth prjiidefl tor
in no case less thdh 3 ftfe
bdat can be coftsifucted
i t this estimate is
J and no doubt a
to draw less than
theone named jfbpyei .
These-brief
qscripiioH
of the locks and
sare cdnsid
rfed aill tlit is 'necessary at
this time, to an hndersYahd
ng of the charac-
ter of the improvement contemplated.
It is necessary to say that wheu the work
is laid off for cosructionjrpodificatioris of the
plan of improvment ab)fe presented may
he found advisable, and in all probability may
lead to some savfirig ri expense.
After a carefijl l inestigition of all expen
ses necessary tacComphsf this work, uposf
the plan proposed, the itejnis for -which are
presented in a Separated sheet, I find it a
mounts to (Riclindmg;!en 'per cent ior contin
gencies) $l85.jb00. j v-T
I order thathe cpmrr iftee ma have a
clear understanding of the importance of this
firoposed improvement, of the interests not on
y of the country thrciugh which it will pass,
but of the Staffe sat large both social and
commercial. I' will enileavfo! to point out some
of the physical Ifeaturjes of the valley and of
the country it ty ill. traverse. To do so, I will
ask tfiem to qxaminje witn me ior a lew
moments the mlap of the State of North Car
to examinje with me tor a
the dap of the State of North
.- : 1 1 - n f
olina ; and "beginning at Wilmington, the
chief sea port of the State, fwe find the Cape
bear River flijwingnthrpugb a broad and
noble'valley. and step m b'efats. plying upon it
for 100 miles'ab1bve,t4 Iatteville. Tnence
by this proposed- imprdvpinent we find -still,
the broad audlVich vhlle of the Cape Fear,
pursuing a. North west j direction some 60
miles further. thrthe junction of the Haw with
Deep river, an. :!thbnCe.by'he Valley of Deep
river, which nov bears dujefwest. 40 miles iur
the'r l npproaq u'n'g at Aid nearest point to
w:thin 33 mile! of tlie ric!and fertile valley
of the Yadkin,' flyr., j " 11 ,
The highly J)rodu'ftiveancs of the Capo
Fear and Deep rivers throughout tlie whole
extent of this ljjrpppsekl im'rjrovement are sus
ceptible of an amount of surplus production,
which it would; be. dimcult:to estimate, could
the nroprietorsl! of ithem Jxvail themselves ot
the easy and cheap jmode of conveyance to
marKet wiucn yus .imyigayon wouia anqru.
Upon l)eep Ue-r,!'!" miles above its conflu
ence with the, Haw river, we hrst come upon
the bituminoui f Coal depjosil,j whih extends
on jDOtn sides ot in at: river ior some laraiies
above, and mirmsjone vast coal; basin, as is
clearlv iudicatdd by the openings which have
been made upon the lailds.of Thomas Fa-
nsn, on Ueorgt's e-rieK, on tne orancnes 01
Bbfiiilo Creek ibh the opposite- side of the
river upon th? lands of Jplin Horton. where
the boring has J been! Continued for some 20
feet Without finding the thickness of the bed,
and also higheffupi near Or. Chalmer's plan
tation in Moore: iCqUnty. ; ,''' '
This coal burns with 4 brilliant flame ; it
is found from ,3 to; 5 feet below the surface,
and is identical with the :far famed 1 bitumin
ous coal of Alleghany County, Maryland, to
transport which to her sep. coast, there has
been exnended in the i?oiist ruction of the
Chesapeake and Ohio Cajrial. $9,502,345. be-
SldeS a new ISSUe OI uuuu icicuujr mnuc ui
$1,700,000, making together, $11,202,315 tor
codstractioh aIonelTo:' phis must be added
the interest and loss upon the sale of bonds
up to this timje!' JoH $4,458,970 ; this swells
the amount toJS 1661.3 jg5-
The Rcpoittrdm whi;h .the above is ex
tracted, says-'-The prominent and main
purpose of thegcfirihlas 4 work limiteii to the
Valley of the PiOtomac, isi to lay open to the
inhabitants of the Atlantic States, the miner
al treasures of jjAlleghanyJcountryj particular
ly its inexhaustible rainesff Coal and Iron."
Novv gentlemen, this iitfmense outlay has
been expended! tb; construct i a line of canal
185-4-10 milesJoh:g less han the distance to
the Deep Rivihrnineral region by 14 miles,
and when ,wake into dhsfderaUon the Uir
iff of tolls neleisary to p the-interest: upon
this large sumj&hd compajrb it with i that ne
cessary to meet the interest upon the small
expenditures njejeessary toj accomplish this im
provement, is nof as :piin Ths the suii lit
noon day thrjit you t canbjeompete Iwi th the
MarylarM coails in any oft the Atlantic sea
ports?' '""i'jf'l: ;t'v '' :: ' "" .'.'
Hematite Iron ore, is aiso found upon the
banks of the1 leep Rivef.S soap st6ne. and al
so a substance! iyery' mucli resembling black
lead;- , hrv
1 Without'de3iring to weary ' ydu gentlemen,
I must carry you along with me, ither by
water navigntJoni or if tlutt is impracticable,
by a portage jCail Road, b'ver the country di
viding the Deep dnd Ta(liin Rivers, .where
we reach an immense and populous valley,
rich in every priety! of agricultural wealth,
which woula; be collected and transported
upon the Yadiiihfto the Rail Road - and. if
sectional boa iM, are usedJsuch as are in dai
ly use upon line Canaj4 in Pennsylvania,
they would, tihtilhkir freight, be transpor
ts n vp r this' short nortagb Rail Road, and
launched upohf Deep RiveV for tlie seaport of
, It appears trf me the re an be no, doubt as
to the profits cl this' imprbvement. That .it
would rendere stock fof.the lower Cape
Fear valuable iniust be ddmitted. 1 ; ;..
In conclusion. I would! iask what Atlantic
Seaport woul p ha v e a mpe exte n aea conuu u-
hicition with
the mtenoE man v luuimnuu t
Supposing 0e iiVadkin
Vallev penetrated.
and improved!
jas i jam
informed it can v be
; fiie "narrow"5 thus
ior -transpprtationv
ir'.4frhtt--'-'"would
ior some itxJ ra .utfi
ii I V" 1
fornvng 40O.ii)fgOf in
not be surpassed by ny other irnprovement
of th same length in the country.
North Carolina would then, from the ptti
docts of her own bosom, from her own inex
haustible resources, assume, that position
mong ihe Commercial SUites of the Atlantic
Sttnhrtird tn which she has a legitimab!
claim, and no longer witness the diversion of
her products to the building up uf the Com
mercial Cities in the1 States on her North and
South ; but accumulating upon the wharves
of Wilmington, they would be shipped where
the laws of tiade might direct. .
Respectfully suhmitted.
WM, BEVERHANT THOMPSON.
Civil Engineer.
Raleigh. Dec. SISJS.,
I have carefully examined the notes find
calculations upon which the "above estimate
of the cost of the improvement of the Ci'ipe
Fearind Deep Rivers was made,-and Jmve
no aoubt that it ts lull and ample, withigbod
management, under the direction of a'ebnipe
tent Engineer, for tlie accomplishment of the
objects contemplated, and I fully concur, in
all the views and deductions contained in tlic
above report. - , "' ..."
WALTER GWYNN.
Raleigh.
Dec. 22d, IS IS.
v t THK INAUGURAL. f
; We lay bofore out readers the Inaugural Address
of G6v. Manly. We are sure the people will be
pleased with the temper and tone of this excellent
Address ; writen in a style worthy of the talents of
the author, and in all respects suited to the character
of the "rood old North State." f"
INAUGURAL.
Gentlemen of thitnate and v
of the House of Commons:
, - 1. -, . .. ,
In entering upon the duties of the hhrh station
to which I have been called, I avail myself o!" ttio
earliest opportunity to tender to you, and to our
common constituents1, my thanks for the distinction
conferred upon me ; and to express my own patri
otic pride i!i being det med worthy of tilling the
Chief Magistracy of my native State. ' I -
- To be elevated to ihe highest office within their
gift, by a people justly renowned for public virtue
and social order, for uncompromising devotion o
the Union, and an habitual respect for the suprema
cy of the laws; to wear the mantle of jpuch Patri
ots as Cr.swell, IVash, Burke, Johnston and Davie,
might well satisfy ti loftier ambition than mine. J
It will not be expected that so near the termination
of your session, I will present to your consideration,
any specifie scheme or policy.
j The distinguished gentleman I am about to suc
ceed, has discharged that duty with a zeal and abil
ity that the most patriotic and gifted of his success
ors in coming time will commend and admire.
Whilst, then, I make no specific proposition for
the future, I may be permitted, I trust, on this first
day of the natural and political year, surrounded
by the Executive, the Legislative and the Supreme
Judicial Functionaries of the commonwealth: hav
ing testified my devotion to the State by an appeal
to the highest sanctions , of our religion, to bestow
no thought upon the past. ' ; '!
foThere isno heart so cold as not to consider It
'meet and proper at this time, in this placed and un
der these circumstances, to acknowledge with devout
gratitude the goodness of Gad, to thank'Tiim for the
multiplied blessings conferred upon our,countiy, and
earnestly: to supplicate a continuance, of His favors.
: We have, .most truly, just cause to be thankful
thankful for our country ,her climate and hersoil -thankful
for her Institutions, and for the law-abi-
ding hearts of our people frt . U
' Prominent among the events of the year that has
just closed, is the gieat political' Revolution through
which we have passed. 1 allude to it herein no
spirit of vain glory and exultation at a Party tri
umph. God forbid that on an occasion like this,
our hearts should swell witn any othar emotion than
love for pur country, our common country, our whole
country. -
In the formation of the Federal constitution, there
was no subject of such anxious and painful consider
ation as the arrangement of the Executive department.
The elective' monarchies of the old world had proved
the. most defective of all systems of government.
Many virtuous and able Statesmen feared that any
scheme by which the chief Executive Magistrate
should be chosen at brhif intervals mnst produca
universal tnmult and confusion, and prove eminently
wanting in stability and security.
' Tlie most ardent and confident advocates of Re
publican governments, regarded it as the pivot on
which the success or failure of our great experiment
in political science was to, turn. IS or did the suc
cess which marked every stt pofsur Nation :il pro
gress in its euly career, serve to dispel their gloomy
apprehensions. , y ,
The illustrious' Chief, to whom was first commit
ted the helm of State, can scarcely be regraded as
having passod through the process of elections His
great qualities and eminent services, had elevated
him above all competition. He, and he only without
compeer, was Vfiret in war, rir?t in peace, and first
in i lie hearts ofhitj countryman." Tlie problem re
mained to pe.splvcd, could our Institutions withstand
the shock of popular elections, occurring at stated in
tervals 7 'Would not the difficulties increase a? our
population multiplied and our boundaries extended?
With each successive Jtrial, the hopes of the friends
of free government have grown tyighter'anfttr6nger.
The History ; 6f the Severlth- or November. 1S4S,
will, itis believed go far to settle this question. . ; -I
That three millions of Freemen, the proprietors
ofa3 many'milIion3 of square miles, between tne ris
ing and the setting sun, should calmly and intelli
gently rec6rd their verdict upon the great issues
submitted to them, is a more stupendous miracle in
political 'science, than even the w onderful agency in
Physics, by which this verdict was transmitted in a
like interval from the extremities to the heart of this
extended Country. .
Since the. world began, where but here in this glo
rious Union, are peaceful Rerolutions witnessed 7
WTiilst other Nations are agitated anu conuisea,
and the high places of power approacheu only
throuirh the battle field, here alone do one set .01 itu-
lers gve way to another without resistance; and
the policy of to day quietly upturns inai ox yester
day by the peaceful raagieof the baljot JJbx. Though
all this mv have aroused the elements oi Party spirit,
and excited the popular mindf by infcJtectual con
flicts for the maery : though badges and banners
proclaim the ardor of contending hosts ; in one short
day, without tumult or bloodshed, the struggle is
ended.- -. - ''' ' - ; .
The next witnesses the cordial salutations, of the
majority. '
What can better illust rate the consummate wisdom
of our Institutions or, the benign -iaueqee of that
spirit brtathed into them ty the foresight and patri
otism of our ancestors 1 May this 'spirit be ever
cherished and perpetuated by thevirtuous energy and
intelligence of onir 'people.; ?
Let it be remembered by tlia unsuctujutf 'al Party in
the recent Presidential election, that the triumph of
their opponents was the triumph 01 brethren and not
of foes t and that a factious opposition rute will bring
them in coniet wi:h that "findarnental and vital
nHn, ir In of n rcit-iicaaisra,- an-attsoluW accwiesoenee
in" the 'descuions of tSte -majuiity," , . And k-t. it. b&
hnr-c ifi mind bv xt-: s-fiU P trty, fb.V- y$.'"i..
victors and the vanquished. AH is calm; ndthat
civil spectacle exhibited, sublime and. inimitable, of
and almost universal submission to the will of the
it was a contest Air Principle and not for the paltry "
rewards and trappings of office. That our political
opponents are not to be regarded nt a conquered
em my to be crushed beneath the net I of power but
as countryman bound np fa the taim destiny with
ourselves join inheritors id wnt r of comirt n
govcrtunem4 co;artoers n tho Mmc rcat charter
that guarantees justice and equal rights to all' in a
word. Our PdUnr Vitiztn.' J i '
; In the Jmiwtant- prerogative of Le?ll.itiort the
Executive branch of our State Government isjwhot-
ly exeWdtsJ. t, ! t .,... , b"X:-'-
Our early history rxhibits on every5 tnjrct he clar
i?t evidence that no Colony under the. d n inion of
the Mother Country was mis'ovtmM anJnrcBd
to an equal extent wiih Xonh Carolinn. lit ncer as .
a natural nwwnenf, omi fotr e t :r tn.tita
tions furnishes such marked proof of lb i-lously of
Executive power. llie, Govt-rnor psew neither
an initiatory nor veto authorily in legislation and
the mere privilege of recommendation has txn as
sumed and sanctioned by usage, . in imitation of lha
course, under the Federal Constitution, raUttr than
derived from any provisions in our own. !
I may be allowed, however, to remind yoar honor
nble body, that the very object and purpose for which
Our constituent have clothed you with the law-ma--ming
power is,' that you will excrcistfit for thefrgood .
for the improvement of their condition, Intellectu
al and physical ; fori the developemcnt of stha ro
sourctu of the State; the increase of her; revenue
commensurare with the wants of the Treasury and
the maintenance of the public credit; for perfecting "
the systim of Education among the people, and ex
te nding all prudent und practical htlp in aid of the
agricultural, manufacturing, and commercial inter
ests of our State. - j
To stand till amidst the improvements w hich ag-,
grandie and enrich our sister States, u to recede. -t
To gaza, w iih wonder on thcnchelvementa of others
and ignobly do nothing for, ourselves, w,ill surely In
cur .the ruill of the .unprofitable! servant that buried
his talent. ' . ' i
The people of the State, generous and confiding.
expect you to do something on these subjects, and
II ... 1 L Jl" 1 I '
wm sustain your noncai enons.
Let then, I pray,; you, the; mere stratagems', and ,
schemes of Party? be stifled by the vofce of patrio
tism which is calling you to action and let the poin
of emulation -be,, who' shall go farthest in that truo
"progress? which improves, enriches and exalts a
State. '''.;'' ' ' I ' '
To these sentiments, awakened by tho occasion
which has brought us together, I have only to add,
in conclusion, that with a firm reliance upon that
Being" who is supreme over aJL'I assume, with htu
miljty, the obligations. Imposed upon mo by the Con-
stitution and the I.aws and in their falthuil us
charge, according to the heat of my skill and ability,
1 will consult the best interest, the dignily and the
honor of IS'orth Carolina. i 7 1 j
Ft om Uie lV. O. Picayune.
FROM TEXAS.
Dreadful Pestilence in the 8th Reimkxt or
Infantry. The following is an extract of a letter
we received yesterday, from a friend dated !
! Fort Lavaca, Dec. 24, 184S.
A fearful and unheard of pestilence is in our mid.t;
the blood almost curdless at the thought. In the last
43 hours eighty or ninety men, of the 8th Regiment
of the U. S. Infantry, nave been buried. Last night,
in the very centre of our village, there were forly or
fifty dead, 'and now, as I' am writing, thre loads of
dead bodies, drawn and distorted in ull manner of
shapes, ore passing within ten feet of my door . Tho
moi exaggerated descriptions of pluguej cholera or
pestilence, could not equal the reality. In the twenty-lour
hours ending this morning, husband and,
wife, father and son, have breathed their last, in tho
sanie bed, and the strong and well man, that followed
the fcick to the. hospital, in six hours hag been cold
and stiff in death. - , . fc ' . !' .
' The Regiment arrived hero scarce eight days ago.
On the passage, little or ho sickness had occurcd. As
the men landed, they were marched out some ono
and a half miles, and encamj-sd to await transports-,
tion. ' After remaining lom'o three days, a largo part
of tlie Regiment was advanced some ten miles for the
sake of wood and, watef.'The first cases occurred on
the 19th and 20th, and Increased so rapidly, and ter
minated so fatally, that the commanding officer ob
tained some houses, and 'inarched the remainder of
the Regiment, with the sick and dying, to our town. '
Last night, in one house, some forty or fifty cases
terminated fatally ; and now, 10 W. m., forty unoufkd
dead are piled In one small houBeV Panic is among
the men, und alarum among the officers. - So far, tho
citizens have escaped.. , j
Dec. 26th, 8 r. m. In the last fortyWlght hours,
about eighteen more deaths have occurred.' Since
this morning, only four new cases reported. Citizens
still exempt. ' . ; ' ' K.u'A j
We have obtained 'the following informntlu.n
from the (Quartermaster's department in this city.
i'jgThe official advices received, report ihe distils at
only 75, up to 4 p. m., on the 25th. Among which, t
the only bificer was Second Lieut. James A. Dea
ney, and Lieut. Hennes, as inentioned in theGid
veston -Xctcs, of he 2nth. Lieut. Fikk had Uctl nt
tacked, but had recovered. -
The Regiment had marched from Port Lavaca,'
leaving tho sick behind. The oflicers , and families
were well..' : '.. r-.. :p.-'; ...
Roston, Jan. 2, WJ.
Death of a lVcalihy Man Cougrt ssional liltc-
Uoi:. . .;
Peter C. Hrooks, : he wealthiest Iand-holdtr In IV.
England, and father-in-law of Edward Evrt tt, died '
last night. His fortune i is, estimated at between.'
7,U00,0tX) and $.,000,000. 4
, In'the special Congressional election held yester
day, Daniel P. King, .Whig, was re-elected in tho
2nd District' and John G. paifrey, Free Soil, prob
ably, in the 4th having gained in i-Jtvcn towns'
ever th November election." - In the 5th Dis
trict, Alien, Free Soil, is undoubtedly elected over
Chas. ' Hudson, .Whig, the present mqmber-r I ho
Democrats having voted the Free Soil ticket en ma-
se. in tne ytn. j owicr. w mc. nas tx n elected.
. A Novelty. 'A project has been started for bring
ing the Saratoga wafers to New York city in da
pipes! - NotiC'i has tecn given that an application
will be made; to the Legislature for an act of incorpo -ration.,-;.
Tho capital desired is $300,000; it Is propo-
sed to mould tricks with semi-cylindrical groove in
tfteir sides; and in these grooves to place a glas tub,'
the space between thw glass and bricks being filled
with cement. The cstimsted coat of the work is
$1000 per mile, or 8180,000 in the aggregate. , ,
. The project seems somewhat fantastic, hut It may
not prove so in the end. The object of it Is to sc-!
cure to the city the benefit of the. mineral waters of
Saratoga. .V. Y.CourUr. . ' .
J&rcsalem. The tide of immigration Is, setting
towards the holy city, and the number of itW Jewish
population is rapidly increasing. The resident Rab
bis have appealed to their brethren-in Europe for aid
to enlarge extensively their synagogue Beth El,
while soirx leading J e ws in Eaiope' seriously con
templau the rebuilding the Temple at JtrusulemJ -
.A Sleigh Hide across Scpenpion Bridce.
6h Christ rruis - morning last. Mr. Charles
Ellcttjr? Jhe contractor of the Suspension
Bridge at. Niagara Falls, together with Mr.
GeorgQ.IIasilin. drove-across ihe bridge, in a
cutter, and, returned on a round troll It
would truly fipieArto be a perilous feat, thus
to drive across that apparently frail struc
ture ol ironr ivire feuspendec 230 ' feet above
ihe boilihV streran, at a fapid- r.tte.j- JVe am
informed by one of the tartic tliat he should
have no hf dilation in sUrhirisr . acri viih a
coach and Gour.
the toj of their ipcetr.
L 1 . I ii L i.Jtl - -
1
5;