NCDOT 101-82 Modification Hwy 132 Smith Creek

• ,-51 c* o o, ,.o deb:
,
Per.nit Class Permit Number '
/
Mndif-irat-i on STATE OF NORTH CAROLINA 101-82
/
Department of Natural Resources and Community Development Page 1 of 2 ,
and
Coastal Resources Commission /
trinit '
for
x Major Development in an Area of Environmental
Concern pursuant to NCGS 113A-118
x Excavation and/or filling pursuant to NCGS 113-229 / .
• Issued to NC Department of Transportation. Div. of Highways, P. O. Rox 252fl1 > Rai pi '
• authorizing development in New Hanover County at Smith Creek (at Highway 1 12 rrnssi ng) '
as requested in the permittee's application dated 3/25/81 including
, attached plats, sheets 1-12 of 12 dated rec. 10/27/81 and haul road plats, sheets 1-3
, of 3 dated 9/82
, This permit,issued on November 5., 1982 , is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special condir, > an l ,rotes set forth below. Any violation of these terms may subject
permittee to a fine,imprisonment or civil action;or may cause the 1;.-rmit to be null and void.
/ (1) .a. Overburden mateiral from road right-of-way and borrow area must be placed
/ and retained on highground.
/ b. The temporary fill for the borrow area haul road must be placed on filter /
/ cloth or similar material to facilitate removal of the fill. /
/ /
/ (2) The side slopes of all fill in the wetland areas must be maintained at 2:1 ,
/ in order to minimize encroachment. /
/ (3) All new water courses must be completed and stabilized prior to diverting the ,
/ flow from the natural stream. /
/ /
/ (4) All permanent culverts must be designed to accommodate at least the 100 year
/ storm with whatever excess capacity is required to prevent upstream flooding
/ in excess of one (1) foot.
/ /
, (5) The median width must not exceed 48 feet between lanes in wetland crossing in
/ (See attached sheet for additional conditions)
/ /
/ This permit action may be appealed by the permittee Signed by the authority of the Secretary of DNRCD and '
' or other qualified persons within twenty (20) days of the the Chairman of the Coastal Resources Commission. /
• issuing date. An appeal requires resolution prior to work /
• initiation or continuance,as the case may be. sic _ . :„./.._c_A....yrA.Al-_ /
, This permit must be accessible on-site to Department
, personnel when the project is inspected for compliance. Kenneth D.Stewart,Director '
Any maintenance work or project modification Office of Coastal Management '
not covered hereunder requires further Departmental ,
approval.
All work must cease when the permit expires on This permit and its conditions are hereby accepted.
• December 19, 1985
In issuing this permit, the State of North Carolina
/ agrees that your project is consistent with the North
, Carolina Coastal Management Program. Signature of Permit tee ,

1VC Department of Transportation p P Permit No. 101-82
r Modification Page 2 of 2
4
O
1
1
ADDITIONAL CONDITIONS 9
,
order to reduce habitat loss.
✓ (6) Wetlands within the interchange loop will remain in a natural state and be
connected to surface drainage of Smith Creek.
i NOTE: The Office of Coastal Management supports the present mitigation plan
which involves pruchase of the borrow area tract with subsequent transfer
✓ of title to said land to a public institution for management and study. 9
• NOTE: A Section 401 Water Qualtiy Certification ahs been issued for this project. 1
1
1
1
, r
� r
S . S. S. . . . .

• - • APPLICATION
•
FOR
PERMIT TO EXCAVATE AND/OR FILL WATER QUALITY CERTIFICATION
EASEMENT IN LANDS COVERED BY WATER CAMA PERMIT FOR MAJOR DEVELOPMENT
•
Department of Administration State of North Carolina Department of the Army
(GS 14612) Department of Natural Rasources and Community Development Corps of Engineers,Wilmington District
(GS 113.229,143-215.3(a)(1), 143.215.3(c), 113A-118 (33 CFR 209.320-329)
Please type or print and fill in all blanks. If information is not applicable,so indicate by placing NJA in blank.
I. Applicant Information Attention: Mr. C. R. Edgerton, PE, Manager of Technical Seririces
A. hid,,,r N. C. Dtpa.r'trr-nt of Transportation-Division of Highways
Last First Middle
B. Address_ P. O. Box 25201
Street, P.O. Box or Route
Raleigh, North Carolina 2 611 ;)19) 733-3524+
City or Town State lip Code Phone
II. Location of Proposed Project:
A. County New Hanover •
B. 1. City, town,community or landmark Wilmington
2. Is proposed work within city limits? Yes No x
C. Creek, river,sound or bay upon which project is i.;k.ateu or nearest named body of water to project Smith Creek
III. Description of Project
A. 1. Maintenance of existing project ?. New work
B. Purpose of excavation or fill
1. Access channel length width depth
2. Boat basin length width__depth
3. Fill area X length 3000 ,width 41)0' depth 8'
4. Other length width depth
C. 1. Bulkhead length NA Average distance waterward of MI IW (shoreline)
2. Type of bulkhead construction(material)
D. Excavated material (total for project)
1. Cubic yards 2. Type of material
E. Dill material to be placed below MHW (see also VI. A)
1. Cubic yards 20.500 2. I ype of material Earth
IV. Land Type, Disposal Area,and Construction Equipment:
A. Does :he are a to be excavated include any marshland, swamp;or other wetland? Yes x_No
B. Doe the disposal area include any marshland, swamps or other wetland? Yes No X
C. Disposal Area
1. Location On highway right—of—wry
2. Do you claim title to disposal area? Yes
D. I ill material source if till is to be trucked in Borrow pits and excavation quantities from highwv cut
l I low wd! excavated material he entrapped and sections controlled' Silt fences. silt . silt basins.
a sins,
,�
and establishing vegetation on fill slopes
I . .1 ype of equipment to he used Highway construction equipment
G. Will marshland be crossed in transporting equipment to project site? I1 yes,explain No, access to sties will
be from present highways NC 132, SR 2048, and SR 1327
t)61-Ill
Rev. 10/78

V. Intended Use of Project Area(Describe)
' A.' 1. Private
2. Commercial
3. Housing Development or Industrial
4. Other Public 1 i_i_f sway
B. 1. Lot size(s)
2. Elevation of lot(s)above mean high water
3. Soil type and texture
4. Type of building facilities or structures
Sewage disposal and/or waste water treatment A. Existing Planned
B. Describe
6. Land Classification (circle one) DEVELOPED TRANSITIONAL COMMUNITY RURAL
CONSERVATION OTHER (See CAMA Local Land Use Plan Synopsis)
VI. Pertaining to Fill and Water Quality:
A. Does the proposed project involve the placement of fill materials below mean high water? Yes X No
B. 1. Will any runoff or discharge enter adjacent waters as a result of project activity or planned use of the
area following project completion? Yes X No
2. Type of discharge Highway runoff
3. Location of discharge Surface runoff from highway and discharge from roadway ditches
VI I. Present rate of,,horelinc erosion (if known):10 SITU i,1 Creek k NA
VIII. List permit numbers and issue dates of previous Department of Army Corps of Engineers or State permits for
work in project area, if applicable: .5AWO'O8Q—N 071-000185
IX. Length of time required to complete project: 2 years
X. In addition to the completed application form, the following items must be provided:
A. Attach a copy of the deed (with State application only)or other instrument under which applicant
claims title to the affected property.OR if applicant is not claiming to be the owner of said property,
then forward a copy of the deed or other instrument under which the owner claims title plus written
permission from the owner to carry out the project on his land.
B. Attach an accurate work plat drawn to scale on 8V2 X 11"white paper(see instruction booklet for
details). Note: Original drawings preferred-only high quality copies accepted.
C. A,:opy of the application and plat must be served upon adjacent riparian landowners by registered or
certified mail or by publication(G.S. 113-229 (d))Lntcr date served
D. List names and complete addresses of the riparian landowners with property adjoining applicant's.
Such owners have 30 days in which to submit comments to agencies listed below
See sheet 12 of 12 of permit drawings
X.I. Certification requirement: I certify that to the best of my knowledge, the proposed activity complies
with the State of North Carolinat5 approved coastal management program and will be conducted in a
manner consistent with such program.
XII. Any permit issued pursuant to this application will allow only the development described in this anon
cation and plat. Applicants should therefore describe in the application and plat all anticipated devel-
opment activities, including construction,excavation,filling,and land clearing.
•
[A1 E 3-25-81 •
Applicant's Signature
Plana .r of Technical Services
D&F•62 SEE REVERSE SIDE FOR MAILING INSTRUCTIONS
Rev. 10/78

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PERM IT LOCATION
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SCALE IN MILES 1,,.., 7.3 __
0 I 2 VICINITY MAP
FROM N.C. DEPT. OF TRANS. COUNT( MAP
PROPOSED X-3D AND N.C. I32 AT SMITH CREEK
NEAR WILMINGTON, NORTH CAROLINA NEW HANOVER COUNTY
APPLICATION BY: NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
FEDERAL FUNDS TO BE USED 21.21 ACRES OF WETLANDS IMPACTED I
i
PURPOSE: PUBLIC HIGHWAY 463,600 CY TOTAL FILL IN WETLANDS
DATUM. MEAN SEA LEVEL 13,000 C Y TOTAL FILL BELOW
ORDINARY HIGH WATER
DATE 2-11-81 REVISION NO. 1 3-17-81
REVISION NO2 10-27-81 12,900 C.Y. UNCLASSIFIED EXCAVATION
PROJECT NO 6 1223327 IN WETLANDS
HORIZONTAL SCALE -rF72:147.,s7500-
200 1067 0' 100 ..00
WETLANDS , (D---)
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011-..5 .
--, -. --....•
BELOW OPDINART HIGH -.:---EDG:-F OF WETLANDS
WATER CON.9 I LIMIT-7 •
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r' COl )t L1f+tl'i'S I T
r RO ERTY OWNERS EXISTING R'4+r
DI4t min'IE REAVE3 TODD
_)i47 T C. MUNN HEIRS PROPOSED ii-3I? AND NC 132
0148 HOMER CHEST MIT AT SMITH CREEK
7:iS A WALTER T t•1Oi.L.IDA'e
NEAR IAiLMlNGTUN,N.C.. NEW HANOVER Cu.
LATUM UM AP PI..ICATION BY N.C. I?EPAR T hs AT OF
TRANSPOJFFTATION
M"C.AN SEA LEVEL
FEDERAL FUNDS TO SE USED
PLItPOSE TE,2--1 -al SHOT 2 OF \'�
HURL IC HIGHWAY
PROJEIC'f NO. 6.12233327
- _7-1'+.L IN "WETLANDS
ttORiWrNTxL SCALE
aXi KY/ a 100 2000
a
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'DRAINAGE AREA 8.98 S.M.
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- - -PIPE
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I L..=_'A FILL IN WETLANDS F _ 1
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WATER JJ 42"RCP �_`
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-:T 1 UNCLASSIFIED EXCAVATION -- E 2,341,500 �
� � • - si\i
1N 'WETLANDS ,': " ,'; 11 +
l 1
AN SEA LEVEL I -"A ; l 1 1 - k.1 -
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PLIRPOSE � - 1 1 R,_ _
{ eUEII IC HFG IWAY ! 1 --
_ _ PROPOSED X-30 AND NIC. I'1.2
PROPERTY OWNERS 1_. AT SMITH CREEK
0146 DANIEL W. TRASK NEAR WILMINGTON, N.C. NEW HANOVER CO.
0147 T C. MUNN HEIRS APPLICATION BY' N.C. DEPARTMENT OF
MORO'DR TAL FC,�.`.:
MOO EMMA riORE CHISOLM -- - -- . z j TRANSPORTATION
D151 RODARD DEVELOPMENT CORP '..,1 FEDERAL FUNDS TO 8E USED
2 0153 ETHYL 8 YVJNNE C'.iMMONS DATE 2-11-8I SHEET 3 OF klt-
D155 C E. BROWNING ET. UX. PROJECT NO 81223327
I

PROPERTY OWNERS
D153 ETHYL IICLE YVONNE MMONS
--�1 / I i , f 1 ► DI54 B. GRAHAM HILBL ET A-
'2 iI ► / I ; to !I D166 D.E. OROWNING ET UX.
CONST. LIMIT , I _ J DHSS CHARLES R. CLAY ET.UX.
•••• ' `,I - __1 i 0I57 A. H. HARRELL ET UX.
'� r i ; '' 1 ,+ D168 N.C.DIST. COUNCIL OF THE
�� // i Q ASSEMBLES OF GOO, INC.
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ii-_ _3 FILL IN '+1 T?.ANDS
i PROPOSED X-30 AND N.G. 132
I nu_. :..0% ORVINARY H1f: EDGE OF WETLANDS
WATER AT SMITH CREEK
jC --_:3 r.t3IFI EXCAMA.TION3 f'I NEAR WILMING'tON, N.C. NEW HANOVER CO.
IN 5Vf'TLnNDS 4 ( APPLICATION BY= N.C. DEPARTMENT OF
HORIZONTAL SCALE
DRAINAGE111TCN ---- - TRANSPORTATION
1EYMI
EXCLVPTION IN F'C+E1t�,_ FUNDS TO BE USED
WETi ANDS 2IN •• __, . O,
DATE 2-1 1-81 SHEE.T 4 ('V 1 .
PROJECT NO. 8.122332T 1

•
•
,. .. \ . • - ..
• PROPERTY OWNERS
•
•
_.-...___ DI5s WARM R.CLAY ET UX.
• O87 A.N. NARRELL ET UX.
DIN C ONE LEWIS ET. UX
•
DATUM
MEAN SEA LEVEL
P
e PURPOSE
PUBLIC HIGHWAY
f ---1
I f 1 FILL IN WETLANDS
•' RY 1 F11L1,L SELOW ORDINARY NIGH
I WATER
•� tc% UNCLASSIFIED EXCAVATION
N WETLANDS
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-7 EDGE OF 'NET'L.ANDS-' 0
/` -�\` 3-II'►i0'R.C.BOX 0J1_V.
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� • HOf21n7MTAL iaCALi:
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''►,!'•�' AT SMITH CREEK
l
'� NEAF: WILMINGTON, N C NEW HANOVER CO
r.+ � 1 APPLICATION BY' N.C. DEPARTMENT OF
"` \� TRANSPORTATION
FEDERAL FUNDS TO BE USED
DATE 2-11-81 SHEET b OF L'IZ,
PROJECT NO. 8I223327.
,.r.,1000.0.1.1.-.-».,.a

P'' `' .9`*`x: PROFILE PROPOSED MAINLINE
C_J FILL ;N 41F..T1\pDS V_ =13v0 13&0 •�
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��\ DATUM, MEAN SEA LEVEL
t 1 UN)FRCUT —`- ��...
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Q. BED ELEV 2.It ..
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LLEV.VC 1 ,,'�' YERT. SCALE fN FEET HORZ SCALE IN FEET
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(;u,YN
- PROPOSED X-3D AND KC 132
�a ` �0� ��I AT SMITH CREEK
3PEC!AL DITCH FIGHT--/ a NEAR WILMINGTON,NC.NEW HANOVER CO.
n1u
rg APPLICATION BY'.PLC.DEPARTMENT OF
*era TRAIISPORTATION.
C11 i J. J- .i FEDERAL FUNDS TO SS WED.
'SIt 63 DATE t-II-•1 MET • OF '{b.
PROJECT NO. O.MONT
.

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HORIZONTAL. SCALE
200' !Cif- 0' 100' 200
PROPOSED X-3D AND N.C. 132
rr--i F'LL IN WETLA4DS VERTICAL SCALE AT SMITH CREEK
s nu_ SELow O.N.W. i -- - _ .
NEAR WILMIINGTON.KC NEW HANOVER a0.
20' 10' 0' 10' 0' APPLICATION SY= N.C. DEPARTMENT OP
TRANSPORTATION.
FEDERAL FUNDS TO SE USED.
PURPOSE: P:;euc ofetteti.Y DATE 2-041 $?I T 7 OF
GILD. r4= WAN SEA LEVEL PROJECT ND S Iil33t7 IlL

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PROPOSED X-3D AND NC.132
AT SMITH CREEK
q G 5 G NEAR WILMINGTON,N.C. NEW HANOVER i
"" '. `•.F ' PURPOSE PUSLI:. HIGHWAY
+••. - � FILL IN WETLANDS APPLICATION BY' KC.DEPARTMENT OF
[...
VEFlt SCALE IN FEET100 TRANSPORTATION
I UNDERCUT
0 FEDERAL FUNDS 10 BE USED
ii'llligiliMDATIJ MEAN SEA LEVEL FILL BELOW O.H.W. ��, 2-II-SI *err t fN: EL.H0RLZ.3C�F IN FEET
PROJECT NO. t12tt33'ZT

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► g a UND PGUT-- --1,^ ,a UNDERCUT
. •-41- ELEV I.
0 � y �: -i.. 1 •1 I Q i 1 .1. J. -L S 1
0 5 10
xit
8
iU=
-Y.i.13*60 L.f LS 10 0 5 10 100 0 00 IA
PROFILE LL 14 2.8
2.i:- GRAr••E---\ (° S 3 VERT. SCALE I FEET N SCALE IN T
NF
\ N
_..- ", \ ,.. *04.4— iph
!�-" _I
10- [" ALL IN WETLANDS PROPOSED X-30 AND M.C.i*
__ __, .. - -t o —'j,.;A.n„ FILL BELOW QH.1E AT ITH CREEK
,�_�.....y [.__UNDERCUT S UNDERCUT NEAR WILM NGTON.KC.NEW HANOVlR CO.
0` 1 .J.-.- -L -I 0 APPLICATION sr. NC.NEPMTIENT OF
1 7
21 TIONSfORTATION.
Pt F`OSE: PUBLIC HIGHWAY FEDERAL FUNDS TO NE UNEN
DATUM: MEAN SEA LEVEL WE t-D-w INERT 1 OF Ili.
PROJECT NO. N. T

PROFILE N.B.K.C. I32
-50
so-
PROFILE GRADE .� - 40
40 - y �,�
Pd6;i9
EL. - 30
30 - VC..901
--
-20
20-
1 �\
\\\\ UNDERCUT—
L 1 1 1 1 ' 1 1 1 — .L l 1 1 1 �- J
0 � �I�9o0
5 ,a 15
V.C..100C/ i
C.= p-1.i !N WETLANDS
L.L�23 UNOrROUT
-....--- ---.<551----
0, ---------.."'"---.....--"--- 1\
PURPOSE PUBLIC t�iliNYdCiY
100 0 90 100
DA1 UM MEAN SEA LEVEL
40•-
NORZ. SCALE IN FEET
PROPOSt.D X-3 AI'UD N.C. I32
to 0 5 to\--1 /;"( qT S!e3T H CREEK
1
VE T. SCALE IN FEET NEAR WILM1NGi0N,N.C.NEW NAt4 V R CC
APPLICATION VW: !CC DEPARTMENT OF
20- /� T F AINSr OR''",&T`0N.
-c"' ----� FEDERAL FUNDS TO BE. USED.
... \\\\\ UNDERCUT DATE 2-it-Si SHEET 10 OF 13,
1 J. i FROj;CT ;40. 8.1223327
• lECIAL DITCH LEFT 20

I
POT 1233+98.85 q, -L MED..
s ;'.RS 7.2.2.i5 f. TRAMP'D'$ JPO 3'T 18+76. 7 . RELOC.CHANNEL ..
PfT 14+9S.96( E"1AC.CHANNEL J - 30
/ ' ..--\
I /
•
2 _ / \21i ___
?s. I _ ; 20
1, / it �fn •
DESIGN H.W.13.55 DESIGN KW. 14.50
!C=)YR.HW 13.00 I I \� tc� -
I .\` �: `
iI _ N • ;� ---FLOIM
s. 0!iM+ 4.3 i r `, �•\ {ti N " '• '•
N 0.1-3 W 5.3
j._._ ` ` ti.. v; �2Y;.. y +O.13 .
aN>:
0 - s-BED FJEV.163 BED ELEV 2.12 PROFILE GRADE - 0
L_ 1 1 1 .L 1 J. J_ .L 1 .1_ J_ _L 1 1. J
°U 15 20 25
gibig./64
tV
tli....o.t;, dkw
• 2 2
-20 .---2 / -----. 2 Ir -20
II ,. ''� ` !1 DESIGN kW 15.318 IGN 101 16.18
' .1\--- i
i . N _oHw 8_I
PROFILE GRADE--' lED ELEV. 478
- 0 DFD ELEV.3.09 -0
L _L .1.. .L. ..L .... -L -L -L L. L. -L 1. 1 -L J
25 30 35 40
!NOTE, THE BED 'ELEVATIONS OF THE PROFILE RELOCATED SMITH CREEK
PIV OSED PDX CJLVEFS RPE ORE
FOOT 6ELOW T1'€_ 7TRE M BED ELEVATIONS. !0•. 0 50 .0c
PROPOSED X-38 AND W.C. 152
r_-1 Fr1_ 1N WETLANDS F�Ck SCALE ,� FF�T AT SMITH CREEK
kX. . r-L1_ BELOW O.H.W.
NEAR WILMIIN ON,ItC.NEW HANOVER CO.
L. ...., UNCLASSIFIED EXCA'AATION
IN WETI.ANDS °p —_-q 5 ro TRANSPORTATION.
INC. DEPARTMENT OF
,- ,. : FEDERAL FUNDS TO la USED.
v7v F SCALE IN T
[..._ PURPOSE: P'JRUC HIGHstib'° DATE 2•IFeI !MEET II OF aL
DATUM: MEAN SEA !_EVEL PROJECT NO. S.f><ll &7

i
TYPICAL SECTIONS
14' ry VARIG= i2.' j I?' i i 12' E'' VARIES k i i
1 '( , � l 1 �F' Ef? EP
c. 2'
ft- 0.0 Vis I O.92'l,_...
."\-12 le- ill
i� FILL MEETING AASFIC SPEC:1FICATION
7 '---------__. _-------._-__.__ - ..._. fail kEETNG AASHO ElCFNG SP
EXISTING GROUND-
ERi`: GiNV 414.0UNu-
TYPICAL SECTION X-3D TYPICAL SECTION RAMP B
i II.
€ E.P I
1 EP
I. 1121 - VAft1E �4� VARIES i 12 148 I't to 1 g 4
I
0.02'1, U- 2'A--
�f
i, =I�.L' Iv1EEI U, AAS1-10 SPECIFICATION %\c5,11 - ILL MEETING AASHO SPECEICA i
�__ _
L--EXIST'NG GROUND EXISTING G 0IAD—'
TYPIC Ai. SECTION SR 2048 TYPICAL SECTION RAMP D, LOOP D'AND NB NC 132
iniiiiiii. SC E IN
1
€ 50 0 25 30
:a ' I I73 s I NOTE: NO VERTICAL SCALE
1..- I ..-__.- 2 VARIES s VARIES i
le , 10'
EXISTING t GUr i7 �_ -C IL RIP RAP TO 2 ; o¢v, '��y PROPOSED X-30 AND N.C.132
3.0 ABOVE BED ELEV. —La FETING AASNI SPECIFICATION •• •• P
'Pic:!gg-
I— �_—N�.—T ---------- ` AT SMITH CREEK
'i\ O LEYE� 11 -W E-EXISTING GROUND % NEAR WILMNG1ON N.C. NEW
2 G2
TYPICAL SECTION RELOC. SMITH CREEK TYPICAL SECTION SB NC 132 APPLICATION BY'N.C.GEPINRIIENT OF
TRANSPORTATION
FEDERAL FUNDS TO OE MID
D11TiW t-11-01 !MEET It IF IAA
NINON III. R
LIMPINIII91/ ,

"1ME.D. !bs i2y„tI2.5.7
4 17'4 W. 4204D ioT ?.i4 4.1
MIT TIE REAVES TODD ci �oA• MF4
JOE REAVES .itto. (PR0a a
HARBOUR REALTY CO. . ��+ 1223 2�
2502 SOUTH l7mST. 0;4
WILM/ TON , N.C. 28401
'446)6r OF LyF> 41
z A.
tr
0
s\
v
1--.
O I. O
WET LANDS
vbir
iL1/7 \ ,;O!,' ��
C, < . A lif 2L96 C.S.P.
�F4 .� ti
e ..7./e' /
STATE OF N.C. ::t a `, F��' .
N.C. DEPT. OF TRANS. .% O
8 ,.i o
( 041/�`1' INTERNATIONAL PAPER CO.
EDP 0F L .10, ' ,,,) /6 JACK VAN SURDAM
4. ' F 5041 NEW CENTRE DR
S� •' SUITE 200
B9RRCW WILMINGTON, N.C. 28403
•
PIT
�� :::striaFILL IN WET LANDS
J'T e AREA =O.9 AC =-E S
STATE PROJECT NO. 8.1223327
SCALE I n 200' NEW HANOVER COUNTY
NC DEPARTMENT OF TRANSPORTATION
PROPOSED HAUL ROAD ACROSS SMITH CREEK
Q� 0 100 200 400 ADDENDUM - SEPT 1982 SHEET ___ OF 3

LIMITS F W
EL.30 EL. 30
��� APPROXIMATE G ADE LINE
EL. 20 .` EL. 20
—.
•` :` , mot!'-
A. 1.1 2@ 96'�C.SP. EL. /0
EL.l0
tv
;,
1 I I 1 I I I I 1 I I I I I I I
10 11 12 13 14 /5 /6 / 7 18 19 20 21 22 23 24 25
F i a APPROXIMATE PROFILE THROUGH WET LANDS
pkiA
0, : FOR HAUL ROAD
o y ,�i!1�iN FILL MAT'L BELOW 0Mitt. SCALE .
I t • HORIZONTAL : I INCH=200 F T
0 6100' 400'
y a VEPT/CAL . I INCH = 10 FT
�"m a `1.1' mimmumme
c-) 0' 5' 10' 20'
i

EL 20 C 8Q' RAUL MEROAt )
±30'
I
5' MIN. , I i1 5' MIN, )EL IO ) � {
/I I// T1r777: 7T/9777'7l7� Tw. -,,,- :40 ` Tt i Ri i//
SECTION B-B
NOTE : FILL MATERIAL FOR HAUL ROAD TO BE REMOVED
TO THE NATURAL GROUND ELEVATION UPON. COMPLETION -
OF WORK IN BORROW PIT
SCALE
HORIZONTAL VERTICAL
u v y Run L 1
0 10' 20' 30' 40' 50' 0 5' l 0 23' 25'
I INCH = 20 FEET I INCH = 10 FEET
+ 3 '
EL2Q II II
2 2
24 96 CS PIPES
EL /Q OH w-` OR EQUIVALENT OPE G _ _
\\-\\\\\\\\\\\\\\ \1,STREAM BED
SECTION A-A +I'
\\\\\\\\\\ FILL MAT'L BELOW
OHW - ± C.Y.
STATE PROTECT NO. 8.1223327
NEW HANOVER COUNTY
NC DEPARTMENT OF TRANSPORTATION
PROPOSED HAUL ROAD ACROSS SMITH CREEK
ADDENDUM - ;:r;YT 1982 SHEET OF ,,,

. 4,t1 •Op•
• i4"r"'^'\\ 1 %y .n\ DEPARTMENT OF THE ARMY
R Vc -i.z,. .VI
3 ,tom .1 x WILMINGTON DISTRICT. CORPS OF ENGINEERS
�,iii' `�jjhf P. O. BOX 1890
`i1�� k a.r �r`` WILMINGTON. NORTH C• :• W8532 V
`.\off�7 :1-`P. Oa
IN REPLY REFER TO
SAWC081-N-065-0056 - 15 1 :1"
10 November 1982
NOV
Mr. C. R. Edgerton '-..
Manager, Technical Services B
N.C. Department of Transportation ;dAill A
PO Box 25201 .,li0.�
Raleigh, NC 27611 -in'•
Dear Mr. Edgerton:
Please reference the Department of the Army permit issued on 1 September
1982 and your written request of 27 September 1982 for permit modification
to construct a temporary haul road across Smith Creek and adjacent wetlands
to facilitate construction of an interchange that is part of the Benson to
Wilmington Freeway project north of Wilmington, New Hanover County, North
Carolina.
The permit is hereby modifie to include the work as shown on the
inclosed plan. It is unde tood that all conditions of the original
permit remain ap and that the expiration date is unchanged. The
following additional conditions apply to this modification:
a. In addition to culverting the road at Smith Creek, culverts will be
placed in existing high water channels within the flood plain.
b. The fill road will be constructed atop engineering fabric to
eliminate any need for mucking out the construction corridor.
c. Clearing within the Smith Creek flood plain will be limited to the
approximate 40-foot-wide corridor to be occupied by the haul road.
d. Upon completion of the work, the authorized haul road will be
removed in its entirety from the wetlands of Smith Creek.
e. Silt screens will be installed and maintained along the toe of the
road fill to prevent the movement of materials into surrounding waters and
wetlands.
BY AUTHORITY OF THE SECRETARY OF THE ARMY:
1 Incl ROBERT K. HUGHES
Plan Colonel, Corps of Engineers
District Engineer

•
SAWCO81-N-065-0056 10 November 1982
Mr. C. R. Edgerton
Copy furnished w/Incl:
Director, Atlantic Marine Center Office of Coastal Management
National Ocean Survey, NOAA N.C. Department of Natural Resources
ATTN: CAM04, 439 W. York Street and Community Development
Norfolk, VA 23510 PO Box 769
Morehead City, NC 28557
Mr. Robert Stroud
Office of Coastal Management
N.C. Department of Natural Resources
and Community Development
7225 Wrightsville Avenue
Wilmington, NC 28403
2

-IMfp. i 2S /2di„1/.?.52=
h'A9t Kv4O 'oT ?ri /642
MIT TIE REAVES TODD �6 � M
70 JO E R EAVES ( Eq iPpo
HARBOUR REALTY CO. a8�22,�3
2502 SOUTH /7niST. ►;., 2,e
WILM! G TON , N.C. 2840/
<�r of .2>
1...\ 6),
s -�
O 1 O
WET LANDS �v o
4w
�' �,
�i�y ,4te a g6' C.SR.
1,18,�
STATE OF N.C. .'i•' c�<-\ .
N.C. DEPT. OF TRANS. ,* O
:4,,/�iv INTERNATIONAL PAPER CO.
E D O T C , /, 96 JACK VAN SURDAM
•- 5041 NEW CENTRE DR
-� SUITE 200
BORROW WILMINGTON� N.C. 28403
PIT \
iv ----_____- _ .:wo �� FILL IN WET LANDS
IYY
O
hR AREA =O.B ACRES
ti
STATE PROJECT NO. 8.1223327
SCALE 1200' NEW HANOVER COUNTY
NC DEPARTMENT OF TRANSPORTATION
■ PRO
POSED HAUL ROAD ACROSS SMITH CREB2C
w i' '■ 400 ADDENDUM — SEPT 1982 SHEET J,._ OF 3
0 100 200

LIMITS OF W
EL. 30 EL. 30 -
1�\. APPROXIMATE G ADE LINE
EL. 20 • •\ _ EL. 20
EL.10 2@ 96h1C.SP. EL. /0
1 11 III I I I 1 1 1 1 II I
10 II 12 13 14 15 /6 17 /8 / 9 20 21 22 23 24 25
° A APPROXIMATE PROFILE THROUGH WET LANDS
53
dog FOR HAUL ROAD
0 . c82
;e!iR FILL MAT'L BELOW CHIP. SCALE
HORIZONTAL l INCH= 200 FT
,c,%> E
1
0 56100' 200f 400
y cn VEPTICAL = / INCH = 10 FT
y
0 0' 51 10' 20'

EL 20 HAUL AD
1 { +30
5' 12 I7
L
E10 1r �li
RA ROUN
_i//
SECTION B B
NOTE : F/L L MATERIAL FOR HAUL ROAD TO BE REMOVED
TO THE NATURAL GROUND ELEVATION UPON. COMPLETION
OF WORK IN BORROW PIT
SCALE
HORIZONTAL VERTICAL
kimmai
0 /0' 20' 30' 40' 50' 0 5' 10 20' 25'
I INCH = 20 FEET I INCH = IOFEET
± 3
EL20 I1- 12
- — — — r -- 7 I-_ 4--NAT AL. .622,111D
2e 96 CS PIPES
EL /Q OH W- OREQUIVALENT OPE \G
\%"\\\.\\\\\\\ \\\\\\Ol\\ 1-STREAM BED
SECTION A-A
\\\\\\\\\\ FILL MAT IL BELOW
OHW- CY STATE PROTECT NO. 8.1223327
NEW HANOVER COUNTY
NC DEPARTMENT OF TRANSPORTATION
PROPOSED HAUL ROAD ACROSS SMITH CREEK
ADDENDUM - S6FT 1982 SHEET OF 3

"") -")
....0 R 3
cr — 0 lai \
o 4 „..4l
��pp �I s‘togirN d -1, y, .
x Nc�3: 1�
c, „,..„„:
4,.. ,„ 3 *
i•�`' r Z T * 137 slJr' ®'� Icy •��4 = 'ill
ry6 :-,
. t4c, '" <N'''''' y .F_,..
- di lg.
4,4,
--J ` 1372 PI =
77Ntt11
PERMIT LOCATION , c4!-C
` a °+ KERR PIE.
U7. 1175
SCALE IN MILES 073
1
o I 2 VICINITY MAP
I FROM N.C. DEPT. OF TRANS. COUNTY MAP
! PROPOSED X-3D AND N.C. 132 AT SMITH CREEK

' • 1�1CQ+.F,••�' , d�,, DEPARTMENT OF THE ARMY OitA �t
1 WILMINGTON DISTRICT. CORPS OF ENGINEERS
ICIi d�i�h71 P. O. SOX 1B90
t ti;�r.; •�i J� WILMINGTON. NORTH CAROLINA 28402
4!r4r[$0°'
IN REPL.I REFER TO
SAWCO81-N-065-0056 em er 1982 •
Vje
Y1
8 19gL
Mr. C. R. Edgerton SEA' •
Division of Highways
N.C. Department of Transportation
. PO Box 25201
Raleigh, NC 27611 ,► IA101
�;$
0
Dear Mr. Edgerton: •
In accordance with the wr.it-t'en reque t of 25 March 1981 and the ensuing
administrative record ' closed is a ermit to place fill materials
associated with the nstruction o a section of the Benson to Wilmington
Freeway (Project X-3D) aters and wetlands of Smith Creek between
Burgaw and Wilmington, Pender and New Hanover Counties, North Carolina.
If any change in the authorized work is required because of unforeseen or
altered conditions or for any other reason, the plans revised to show the
change must be sent promptly to this office. Such action is necessary as
revised plans must be reviewed and the permit modified.
Please carefully read your permit. The general and special conditions
are important . Your failure to comply with these conditions could result
in a violation of Federal law. Certain significant general conditions
require that:
a. You must complete construction before 31 December 1982.
•
• b. You must notify this office in advance as to when you intend to
commence and complete work.
c . You must allow representatives from this office to make periodic
visits to your worksite as" deemed necessary to assure compliance with
permit plans and conditions.

SAWC081-N-065-0056 1 September 1982
Mr. C. R. Edgerton
The inclosed Notice of Authorization, ENG Form 4336, must be conspic-
uously displayed at your worksite.
Sincerely,
•
2 Incl ROBERT K. HUGHES
' 1. Permit Colonel, Corps of Engineers
2. ENG Form 4336 District Engineer
Copy furnished w/cy Incl 1: Copy Furnished w/cy Spec Cond & Plans:
Director, Atlantic Marine Center Of ce of Coastal Management
National Ocean Survey, NOAA V Department of Natural Resources
ATTN: CAM04, 439 W: York Street VVVV and Community Development
Norfolk, VA 23510 PO Box 769
Morehead City, NC 28557
•
•
•

R _
•
p. That if the activit. authorized herein is not started on or.before • _day of 19
31 s9
• (on/year frorn the date of issuance of this permit unless otherwise specified) and is not completed on or before
day of December ,19 85 , (three years from the date of issuance of this permit unless otherwise specified) this permit,if
not previously revoked or specifically extended,shall automatically expire
p. That this permit does not authorize or approve the construction of particular structures, the authorization or approval of which
may require authorization by the Congress or other agencies of the Federal Government.
q. That if and when the permittee desires to abandon the activity authorized herein, unless such abandonment is part of a transfer •
procedure by which the permittee is transferring his interests herein to a third party pursuant to General Condition t hereof, he must
restore the area to a condition satisfactory to the District Engineer. ✓ "
r. That if the recording of this permit is possible under applicable State or local law,the permittee shall take such action as may be
necessary to record this permit with the Register of Deeds or other appropriate official charged with the responsibility for maintaining
records of title to and interests in real property.
s. That there shall be no unreasonable interference with navigation by the existence or use of the activity authorized herein.
t. That this permit may not be transferred to a third party without prior written notice to the District Engineer, either by the
transferee's written agreement to comply with all terms and conditions of this permit or by the transferee subscribing to this permit in
the space provided below and thereby agreeing to comply with all terms and conditions of this permit. In addition, if the perrittee
transfers' the interests authorized herein by conveyance of realty, the deed shall reference this permit and the terms and conditions
specified herein and this permit shall be recorded along with the deed with the Register of Deeds or other appropriate official. r �X
II. Special Conditions: (Here list conditions relating specifically to the proposed structure or work authorized by this permit):
SEE THE ATTACHED SHEET.
•
•
•
•
•
•
1
POIMIMW

SPECIAL CONDITIONS (cont'd)..
1 . Where Smith Creek is to be diverted, the new water course will be
completed and stabilized prior to diverting flow from the natural stream.
2. All unsuitable materials removed from the highway alignment and the
borrow pit site will be placed and retained on high ground. .
3. Side slopes of roadway fills through wetlands will be at a 2: 1
grade to minimize the amount of wetlands eliminated.
4. Wetland areas within the interchange loops will not be cleared and
grubbed, but will instead be maintained in their natural state. Addition-
ally, these areas will be connected to the surface drainage system of Smith
Creek via culverts. _
5. The borrow area providing fill for interchange construction will be
purchased by the N.C. Department of Transportation and conveyed to the
University of North Carolina at Wilmington (UNCW) , for fisheries management
and other studies, following completion of the construction as partial
mitigation for wetlands lost.
6. The borrow pit will be located and designed according to plans
entitled "Property of International Paper Company to be Purchased by the
State of North Carolina, Department of Transportation, Harnett Township, New
Hanover County" dated 4/21/82, and on file with the Regulatory Functions
Branch, Wilmington District, Corps of Engineers.
7 . Riparian wetlands at the borrow pit site will not be cleared and
grubbed, but will be maintained in their natural skate. Other aspects of
the borrow pit design will be closely coordinated with officials of UNCW.

\,oi.
9;00, .',Jo 0, , .. I4
� ,pgo " EVill - ; IJt Mt�S
' 71'i+*]71�'
)r ` ly
PERMIT LOCATION �� " C.
1771 1 KE PP A.A.
' SCALE IN MILES "7.9 "' `
0 I 2 • VICINITY MAP
FROM N.C. DEPT. OF TRANS. COUNTY MAP
. PROPOSED X-3D AND N.C. I32 AT SMITH CREEK
NEAR WILMINGTON, NORTH CAROLINA NEW HANOVER COUNTY
APPLICATION BY: NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
FEDERAL FUNDS TO BE USED 21.21 ACRES OF WETLANDS IMPACTED
PURPOSE' PUBLIC HIGHWAY 463,600 C.Y. TOTAL FILL IN WETLANDS
DATUM: MEAN SEA LEVEL 13,000 C Y. TOTAL FILL BELOW
M DATE 2-11-81 REVISION NO. I 3-17-81 ORDINARY HIGH WATER
REVISION NO.2 10-27-81 12,900 C.Y. UNCLASSIFIED EXCAVATION
PROJECT NO. 8.1223327 IN WETLANDS
HORIZONTAL SCALE E 2.342,500
200' 100' 0' 100' 200
D m A
I . .:I FILL IN WETLANDS \t 145 =
*%::+.%'•'�.li FILL BELOW ORDINARY HIGH
WATER ��� EDGE OF WETLANDS
�,c CONST LIMIT N
I . !UNCLASSIFIED EXCAVATION ,
1N WETLANDS ���, O Z�
PROPERTY OWNER �'" '�—_.e. W
/ cn
0145 MITTIE REAVES TODD � �� V, �l �'CP 0��„�i Rye _R•;w;�
DATUM \� • R'�'��--_� z
MEAN SEA LEVEL -1\\\\\.,' g Q
M
PURPOSE D $
PUBUC HIGHWAY 145 _ '
SHEET I OF 13

•
• ') N -
EXISTING SMITH CREEK § 0
g
E 2,342 500 Z
z E 2 342,500
e �S�'- ,
___
. ...__
..._
•
,...,- . • EDGE OF 0/I1
CONST. LIMITS -��. P ref? WE r ���
ro
7•000'Aik ikr,-'' 4 z.
-
EDGE OF WETLAND �' �i �,� Z0 W
F
,,..)......
rt
— •,.ese,e! ...000000000111111111111111.111111111"-
T� CONST,�/� �-- F
Z I4' . fr LIMITS-
115RCP_--_.
I/
Y.-_ Lo_ d-1A.i —15 RCP..; 1•_1� o4if 3 .-
—► .:-J _75 124'RCP ,____ i<.:
'
i11
1
= J/
0._,......._____________ .
tit------ E__, _ ..„.__., ...___, .........-
,1 / ,
1\,,....„_.•_-_.,i -
CON9T. LIMITS ~� + // // - —
e
, f11 1l / a,
/i \1 EXISTING R/W /// � -
/� AI. it`�\` //` \�Z o /ice— '/',
c/// / ------ .% ...---"" ____,... _____.....--- —,.,p...;,--___,,,,g\-14 A _.7/ 1
CONST• LIMITSEXISTING R/W
PROPERTY OWNERS
D 145 MITTIE REAVES TODD
DI47 T.C. MUNN HEIRS PROPOSED X-3D AND NC 132
D148 HOMER CHESTNUT AT SMITH CREEK
D148 A WALTER T. HOLLIDAY
• NEAR WILMINGTON,N.C. NEW HAl10VER CO. •
DATUM APPLICATION BY, N.C. DEPARTMENT OF
MEAN SEA LEVEL TRANSPORTATION
FEDERAL FUNDS TO BE USED
PURPOSE DATE'2-I I-8I SHEET 2 OF 13
PUBLIC HIGHWAY
PROJECT NO. 8.1223327
I 1.FILL 'IN WETLANDS
HORIZONTAL SCALE
;and K)d d 100' 20d

DRAINAGE AREA 8:98 S.M." 3_ Ill xIOR.C.BOX C/ 'Y ' '
'
CONST. LIMIT
EDGE OF WETLANDS EDOE OF WETLANDS
•
�
le /
pp • © 4
147 \ . � ._ _ Q
• 5 -- ,,Ni h RC 100 c /..
-f - -- .•-
W N.B. NC. 152 FLYOVER \ --
'� -~. --- 1���, • CONST. LIMIT .._ R
I--
----- i •'
0 .,: - ,:...• -,dO'-. - C --
F- 4-)s.. '- RELOC. CHANNEL--
a wFr4q �"-It'�, EXISTING CHANNEL—
.
\.-- CONST. LIMIT -- HOS -, ' ' u
- '11T,,t'+we . xy me �►'CI�.,,.•'; we.°
,.•+4S 'lam .. �.�
iiii
•
I�
c` N F Z•-� VAG ;— VW —� EXg ,
N 13Z r _ �_f (n
--
Ey�lST1WG — 1 ,"+ EDGE OF WETLANDS . i i
�~i
` '---___________1-
_ �_ EXISTING R/W Fib
- SLOTTED DRAIN h I cp
-'� Uzi
PIPES F; 1 s
—�• i h
l= I FILL IN WETLANDS ��,� -�
1
C' '':=d FILL BELOW ORDINARY HIGH 't' `\Z�- I
• WA
I I 42n RCP--� ��
I 1 UNCLASSIFIED EXCAVATION iE 2,341,500 � ���
IN WETLANDS �.. = , i -
It
--\
� 1 h
DATUM ' °' R 1 � ' I !
MEAN SEA LEVEL c_l_e— F
PURPOSE 1 �_ — —
PUBLIC HIGHWAY 1 - -
t-=-` PROPOSED X-3D AND N.C. 132 •
PROPERTY OWNERS --��l AT SMITH CREEK
DI4G DANIEL W. TRASK NEAR WILMINGTON, N.C. NEW HANOVER CO
D147 T.C. MUNN HEIRS . APPLICATION BY. N.C. DEPARTMENT OF
DI00 EMMA GORE CHISOLM HORIZONTAL SCALE
r;} ,,�L.r TRANSPORTATION
D151 ROBARD DEVELOPMENT CORP fv " t °'r { .-0 FEDERAL FUNDS TO BE USED 1`
2.0 I,• I Co i
DI53 ETHYL A YVONNE CLEMMONS DATE 2-1 1-81 SHEET 3 OF 13
DI55 D.E. BROWNING ET. UX. PROJECT NO. 8.1223327

• PROPERTY OWNERS •
,
i/ 10��
• 0153 ETHYL 8 YVONNE CLEMMONS
I 1 , I I D154 B. GRAHAM HILBURN ET AL
c, 'Ii 1 I DI55 D.E. BROWNING ET UX.
—CONST. LIMIT- -•---- I r I - f c1 11 Di58 CHARLES R. CLAY ET. UX
_i DI57 A. H HARRELL ET. UX.
• / 1 _ ,.
•
r ' r DI58 N C. DIET. COUNCIL OF THE
- . '.---77:777-77.-----4----:4413 '` 1 'i
`%', ASSEMBLIES OF G00, INC•
p1
1 , J
4 'c - __0 r 1 I DATUM
Rd1MP gi'tea I 'I l i 136 MEAN SEA LEVEL
• r I PURPOSE
eEDG Imo, A \ PUBLIC HIGHWAY
E OF WETLA►IDS1 --o'O `� `.�• -r-- coNST.LIMIT ----1
ep-c-----------( -- --_______
3-11'xId . . BOX CULV y ' k1
rinalter..w. ...Z.''"
" �►.�� - j� I Nralittl*weary i EXISTING R/W RAAfp - j
,c
" T,-^.: XIST. 3-10x�O' / I ---_- �-� \\
r) ...,•
• J`. V:,: . •C.BOX CULV I/�i 1` RELOC. SMITH CR-IE'R to
O ___,__'''' _� 7-EDGE_O_F_W_E_TLANDS0 3-II'x10'R.C.BOXC;Z e; lir 5 - EXISTING N.0 132 ---------- _ C-V-LV. Z
I-- . _- :.;. ... - ....`i. - - ------- _ F-
w r--- _ - -_ii.r•3,ft,. EXISTING B/W '+r {�r; . LLl
W O' -Nay,,,, . ,.,,� •. .. , ---...-.7.. .. 'idyl }+i.. W
, (/? o- ,iw..�. ' t1.44Si1 fly
I Cr __•.. .per .M ,I��.,-L- MED 4 A,,:..' .. t Ps,. }
6 1
VFri
�, • �"h, }e r� 4s Z
a ti . .. •►,�. ttt C)
< — EDGE-O WETLAND' SMITH c - .• .. y�4>,. �/ `\,�` Q
ft
ll // c .,.:'
• ', . �-----CONST. LIMIT-'
t •\‘;
\ CONST. LIMIT 0 I e
i
\\\ • ck`•
If 156
-If \ y
RCP
` ` _``= Fib /= i7 /QQ. Y
-z_` • p
. ***WI ''' 1g,.• ,'�„�f�r.M••0 ,fi L ri
Ili
1--- n ' __
-,_ . ,,...........„... ___,
; , e ,
illik .---
: ,
h I i CONST. LIMIT „:
—
1 1 FILL IN WETLANDS • PROPOSED X-3D AND N.C. Is2
MONO FILL BELOW ORDINARY HIG • EDGE OF WETLANDS
WATER AT SMITH CREEK
UNCLASSIFIED EXCAVATION NEAR WILMINGTON, N.C. NEW HANOVER CO.
IN WETLANDS
HORIZONTAL SCALE APPLICATION BY' N.C. DEPARTMENT OF
ORM DRAINAGE DITCH _� TRANSPORTATION
EXCAVATION IN w �t`• "4"ME
��; "� . - � '' FEDERAL FUNDS TO BE USED
WETLANDS 20 fie' • 100 200'
DATE 2-11-81 SHEET 4 OF 13
PROJECT NO. 8.1223327

. .
. •
PROPERTY OWNERS
cN DI58 CHARLES R. CLAY ET. UX.
0187 A. H. HARRELL ET. UX.
0159 C EDDIE LEWIS ET. UX.
•
DATUM
MEAN SEA LEVEL
e PURPOSE
PUBLIC HIGHWAY
D
•
• «� , I L J FILL IN WETLANDS
I �_ FILL BELOW ORDINARY NIGH
- , •I• \ WATER
t4 :• J UNCLASSIFIED EXCAVATION
IN WETLANDS
``�==�-_� _���---.__' CONST. LIMIT
J
2 it
RgMP A _ EXIST. R/W -
0 -`...
_ o
N �~ EXIST. R/W •-
------------ 1,_EXIST_N_C. l' --------0--_ w�,.�
F- ... v ��. ' �.aw jail: EXIST -lsl-- —
4
•
6 yi--- ---, ,
r
a
NI 1
p /�'' -CONST. LIMIT
t.e\v z}E 2,341,500
I k EDGE OF WETLAN09
�� 3-II'x10'R.C.BOX CULV.
s
ti, z.�
__� :>!�, HORIZONTAL SCALE
------.--...---....1111,ikt. ..
\\\ 200' 100' 0' IOd 200
0 \ ...N.,'
cf.,,n,.t.,
•
PROPOSED X-3D AND N.C. 132
AT SMITH CREEK
kci NEAR WILMINGTON, N.C. NEW HANOVER CO.
APPLICATION 8Y, N.C. DEPARTMENT OF
TRANSPORTATION
FEDERAL FUNDS TO BE USED
DATE 2-II-81 SHEET 5 OF 13
PROJECT NO. 8.1223327

s
t292 0O PROFILE PROPOSED MAINLINE
I I FILL IN WETLANDS V .3308 C.=1.�00'
60— —60
MON FILL BELOW ORDINARY HIGH WATER PURPOSE= PUBLIC HIGHWAY
DATUM. MEAN SEA LEVEL
L " I UNDERCUT
50— —50
40— 1 PROFILE GRADE —40
PK1.13014-00
EL 2098
30— '�;�500' —30
20— .�\ • ! —�
i DESIGN NW
II i '‘`:.,,,..,,,,_,..,,,, —i 0
ON.W. 5.3 \,< .._;
co
—
O BED ELEV. 2.12 r.;... .
N
285 .L -L .L• 1 12� i 1.1 coCC L i i 125 _L L 1. i I_i _ ...L
d v 300
VO
tyol
(45
a 'n a� x
S.®.RJ.G{ zE
� N 10 0 5 10 100 O Aso 00
PV.I.60*00 c11 d® - A
ELEV.V1 r P VERT. SCALE IN FEET NOPZ SCALE IN FEET
30— in
PROFILE GRADE 1)eOo
tp NN
►--a~
207- 222
o _,_.- .....--_ �• ...y - PROPOSED X-3D AND '&C. 132
x
AT SMITH CREEK
to-7
. SPECIAL DITCH RIGHT a NEAR WILMINGTON,NC•NEW HANOVER CO.
to
Ol¢ APPLICATION BY:N.C.DEPARTMENT OF
•0 i 1 1 1 TRANSPORTATION.
FEDERAL FUNDS TO BE USED
58 63 DATE 2-II-SI SHEET 6 OF 13
PROJECT NO. 8.12233ZT

caY .I
, :41 a U i
El
cn��
as
gN cow
c "'
cz<
ecl
Jt. (it
n t 4iort.. f..+0341,1 ! LI
J3I0 40-
PV 1 13+00 aD m 1 _ Nam+ J
E LEV 28.15 a. a • 8i o q� cap
V.C.=200 PROFILE GRADE 7 m M to N O
-0.70� CJ ►- • ti POC 2S+ES53 Ri10Ci 4*a.:.
- _-- -- - '_ as g a `0 al
t ►; lPOT 62f75.8388 N.0 l32
-- - * POT 20+94.78 RAMP D
-"_-_
-
ila- - -0.50 X I ------- __
.20-
iIw PVi I9+00 r a3
k
ELEV 20.89.E r 402%
bjiLI V.C.■200' ! ig
4, -/ - PVL 2-7-s-00 - `°-
ulg
X v ELEV.
g9
ILI
,�y. ,j OHW 6.4 �- VC.. 200 5 0 Z
`.army
BED ELEV 3.09 a ►= J
WJ U V 8�
Q!� W
UW 4A LV CVmpC
J
:�� I n'�a
1 -L 1 l 1 1 xV • 1 11 1_ 1 I J- ! 414
11,
15 'mr=x
0p 25
PROFILE RELOCATED SR 2048
HORIZONTAL SCALE
0 20 ' 100' 0' 100' 200'
PROPOSED X-3D AND N.C. 132
FILL IN WETLANDS vERTICAL SCALE AT SMITH CREEK
P.= FILL BELOW O.N.W. _• I !f!t
NEAR WILMINGTON, N.C. NEW HANOVER CO. 1
20 10 0' 10' 20' APPLICATION BY, N.C. DEPARTMENT OF i
TRANSPORTATION.
1
FEDERAL FUNDS TO BE USED. 41
• PURPOSE' PUBLIC HIGHWAY DATE 2-11-81 SHEET 7 OF 3 i
• DATUM. MEAN SEA •LEVEL PROJECT NO. 8.12211327
'

PROFILE RAMP B .
P LI5a00
EL 28.10 .
V.C.=400'
30— PROFILE GRADE —30
N\
20—�.50% \ 4 r TY, � / \\� —20
SPACIAL
DITCH PV.1. ;,80 I UNDERCUT
LEFT EL. 'N '
10— V.C.■300' UNDERCUT 10
O U
re ac
CI in
t §N
�L 1 1 g 1 L L ` 10 L L L 150
30— —30
PROFILE GRADE
-O. X
20--. _ --=20
EIES3Gii H W'A 16_18 �_'��
Tom^ „ � n 1 '642P
/ a138'M.
UNDERCUT
10— 1 0_H.::J3
. " .,ERCUT����wvr .,,. +0.50`36�
;, rB ' EL 1551
QL 1 i i � i i .L �_ V.C. ' _L
�i N 25
f.
E i°?
tinec
PROPOSED X-3D AND NC.132
AT SMITH CREEK
10 0 5 A NEAR WILMINGTON,N.C. NEW HANOVER CO.
•••••=••••••. • • . .
m�r■,.- PURPOSE PUBLIC HIGHWAY C-7 FILL IN WETLANDS APPLICATION BY: N C.DEPARTMENT OF
VERT. SCALE IN FEET TRANSPORTATION
E'` 1 UNDERCUT
100 0 SO !CO
FEDERAL FUNDS TO BE USED
NNEWITSZES DATUM, MEAN SEA LEVEL E=E3 FILL BELOW O.H.W.
HORIZ.SCALE IN FEET DATE: 2-1 I-81 SHEET 8 OF 13
a PROJECT NO. 8.1223327

aso PROFILE LOOP 'D` -40
I
e Pkt 6+00 -30
30-_ EL.•10.'3
V.C..400•
PROFILE GRADE PIA. 13+25
20- G i 24800 -20
-0.56
/ t21 .
v ----*--------------'.."------- /.. \ f \...(•••"'Ilk•-•-"-" ...\-\-7.77\--\\...-' --L' ''\-"'--'-'\‘‘`''7` \‘''' ‘..*\''',7.'`:\.N, N, ''''<'N\s \';''..:''N'`,N:\‘,\I'V lir
iviO.H.W.4.8 UNDERCUT � ���: ',1
O L J- 1 J- 1 1 L. 1 1 1. 1 -L 1 • J- 1 J 0
0 5 10 15
'TZ PROFILE RAMP 'e
PVL 11+00
PVtL 4+00 EL.21.08
E L.18.07 V C.`4 00' PROFILE GRADE
VC.°200'
1 20 = -O.44% +0.43% -20
\e--- \ 't �---��� -10
lb �y��,��'N \� O.H.W.48 • 7 � .:. A . � � v,
UNDERCUT S' ;. :N.:•� -3' k '-- tIAL DITCH LE t
ELEV i.Fai L UNDERCUT
Q L L 1 +1 1 • 1 l i L 1 1 1 -L 1 J- J O
0 5 10 15
Q.
o�m
PV.I.19*50 I a 10 0 5 10 100 0 50 roo
PROFILE EL 14.2 250' ,� �� �.s, - - .,A A_
20- GRADE -20 _r., AMIE,.1 II _ 1�.
(.1_ VERT SCALE IN FEET HORZ SCALE W FEET
N--
M
1t Cr •.t J -10 FILL IN WETLANDS PROPOSED X-3D AND FI.C.t3a
�,�i\t`� � ti ! FILL BELOW QH.W AT SMITH CREEK
. UNDERCUT 1 . , .J UNDERCUT NEAR WILMINGTON, NC. NEW HANOVER CO.
• 0 L -L • -L 1 J.0 APPLICATION BY. M.C. DEPARTMENT OF
• 17 21 TRANSPORTATION.
. - PURPOSE: PUBLIC HIGHWAY FEDERAL FUNDS TO BE USEQ
DATUSI MEAN SEA LEVEL DATE 2-11-81 SHEET 9 OF 13
. • PROJECT NO. 8.1223327

PROFILE N.S.N.C. I32
50- -50
S-PROFILE GRADE 40 - ,,,,..1„ - 40
; q.
P11L8+19
30 - EL. 16.12 - 30
V.C.=900'
20- ---- \ - 20
. i 0 , ,-----7 \ ''.\‘‘ '‘, 4\at\ \ s ‘
,,,.:„sz , , ...,_, „,„.,..„,,,,,, ,-.7,,,,,,..--:,,,,,m\-\=:). ...,,,, „..„...,. . mstot4,„‘, , , , , • ‘ , • -10
uNootcuT
I • L 1 1 1 1 1 1 1 1 1 1 1 ` 1 1 1
1 0 P V.I.19400 5 10 15
EL 59.36 0
I - VC.=10001
V. aD
I" 1 FILL IN .WETLANDS •
I' UNDERCUT
50-
PURPOSE PUBLIC HIGHWAY
100 O 30 100
miwilimilm"< a•a,a
40� Fl• EET DATUM MEAN SEA LEVEL
' NORZ. SCALE IN FEET
' 30 PROPOSED X-3D AND N.C. I32
to 0 6 10 AT SMITH CREEK
II
_ If 11 NEAR WILMINGTON, N.C.NEW HAMMER CQ
. VERT. SCALE IN FEET
20- // APPLICATION BY: N.C. DEPARTMENTOF
TRANSPORTATION.
i\�� A,NwA FEDERAL FUNDS TO BE USED.
;» UNDERCUT t DATE 2-11-81 SHEET 10 OF 13
_L '1 1' PROJECT NO. 8.1223327
lolls �ECIAL DITCH LEFT

I POT 1299+98.86 q_ -L- MED.•
POS 7+22.15 E. RAMP"D"" I POT 18476.37 14. RELOC.CHANNEL
POT 14+99.96 .RELOC.CHANNEL
30 - I - 30
i
2
2 11 -,,
z
I I DESIGN H�L 13.55 ! ?,zz-\%�. DESIGN HYY 14.50100 YR. HW. 13.00 — r '� '.+z ' -
`�
t 7 --'< �` ‘ FLOW
O BED ELEV.163 BED ELEV 2.12 PROFILE GRADE - 0
L J- . . 1 1 -L -L .L. -L l l J. J_ 1 l J
10 I5 20 I 25
"I J cal144
F.. • z
• 0
lam°` 2 ,2
20 2 All
-20
i I
11 �� DESIGN HIV 15.36 Z,SIGN H1Af 16.18
J/�1- 10 1 �— \ �\\ .�;.- + r'^r, . ��.t!Tt cc-�.�� [.r T\.---� ...R--._.� 7�`c rc- -••1 '.10
ro� �`, \_... .7ca .. - \;, .� `. `,A�; ` - .- t ,�A� . e.4 A. .Mid►:! -
PROFILE GRADE �r�• •r
BED ELEV. 4.78
- 0 BED ELEV.3.09 - -0
L -L -L J- J- L l l J_ J- J_ L l l l t 1 J
23 30 35 40
NOTE' THE BED ELEVATIONS OF THE PROFILE RELOCATED SMITH CREEK
PROPOSED BOX CULVERTS AID ONE
FOOT BELOW THE STREAM BED ELEVATIONS. 100 0 50 100
INMEMMIMI -=. •4-.II
-1 1- PROPOSED X-3D AND N.C. 132
f FILL IN WETLANDS HORZ. SCALE IN FEET
MIMI FILL BELOW aH.ai. AT SMITH CREEK
• �; c;�:� UNCLASSIFIED EXC TCOH NEAR WILMINGTON,NC. NEW HANOVER CO.
. IN WETLANDS to 0 5 10 APPLICATION BY: N.C. DEPARTMENT OF
• {,., TRANSPORTATION
VERT.� SCALE IN FEET FEDERAL FUNDS TO BE USED.
PURPOSE: PUBLIC HIGHWAY DATE 2-11-81 SHEET II OF 13
DATUM: MEAN SEA LEVEL PROJECT NO. 8.1223327

r . . _
TYPICAL SECTIONS IONS II
Id Eir VARIES II II' 12
E�P �� E�P VARIES E 1 14 y EP EP
I I ¶ ' 1, id L L 12' (T, 14 1,
c_ 2-:1'2-:1'
0.02'/, I 0.027,E 2
Z 2 IF -11
Ir FILL MEETING AASHO SPECIFICATION -1I Ft MEETING AASHO SPECIFICA 7 r
t — ------ -.,,,,,,,, ----
EXISTING GFiOl�ID� ------ -----
EXISTING GROUND
TYPICAL SECTION X-3D TYPICAL SECTION RAMP B
I
4.
EP 1 E.P
1 EP I EP
1 If VARIES 144 VARIES I 12' 1 1, 14' j41,, t2' 4, 14'
2 2
�- . '/, 0. 2'/.--- 2 IF I
i(- FILL MEETING AASHO SPECIFICATION �i FILL MEETING AASHO SPECIFICA
rem- -_Z_ ---
xcii-
I inor\,( EXISTING GROUND AweEXISTING GROUND—if
TYPICAL SECTION SR 2048 TYPICAL SECTION RAMP D, LOOP D' AND NB NC 132
•
HORIZ. SCALE IN FEET
c. 50 0 25
NOTE= NO VERTICAL SCALE
18.5' 1 18.5' 1 I2' t
I VARIES VARIES i
12' , Id
• , CLASS II RIP RAP TO 2 1-.-0.02'/� -�/'-- PROPOSED X-3D AND N.C.I32
EXISTING GROUND 3.0 ABOVE BED ELEV. I FILL MEETING AASHO SPECIFICATION • P AT SMITH CREEK _
Mq1-- i HED LbVELti 11 �� �EXISTINIG GROUND ---� _NEAR WILMINGTON,N.C. NEW HANOVER
2 G" 2
APPLICATION BY,N.C.DEPARTMENT OF
TYPICAL SECTION RELOC. SMITH CREEK TYPICAL SECTION SB NC 132
TRANSPORTATION _
FEDERAL FUNDS TO BE USED
DATE' 2-11-81 SHEET 12 OF 13
PROJECT NO. 8.122332T
c

•
•
PROPERTY OWNERS
State Project 6.251004 (X-3DG)
Smith Creek - NC 132
Parcel No. Name & Address Parcel No. Name & Address
D100 Emma Gore Chisolm D154 B. Graham Hilburn, Et. Al .
4609 Gordon Road 1605 Robert E. Lee Dr.
Wilmington, NC Wilmington, NC
D145 Mittie Reaves Todd D155 D. E. Browning, et ux
• 2124 Oleander Drive Route 3, Box 316
Wilmington, NC . Leland, NC 28451
D146 Daniel W. Trask D156 Charles R. Clay, et ux
P. 0. Box 732 5211 Market Street
Wilmington , NC 28402 Wilmington, NC
D147 T. C . Munn Heirs D157 A. H. Harrell , et ux
Mrs. Garland Currin 215 North Brook Drive
309 N. 15th Street • Wilmington, NC
Wilmington, NC 28402
D151 Robard Development Corp. D158 NC Dist. Council of the
P. O. Box 4877 Assemblies of God , Inc.
Memphis , Tenn. 38101 2114 Brandon Road
Wilmington, NC
D153 Ethyl & Yvonne Clemmons D159 C. Eddie Lewis , et ux
620 8th Street Eddie Lewis Construction Co.
Wilmington , NC • 273 Shannon Drive
Wilmington, NC
•
(Sheet 13 of 13)

04T op
• C\
\' ''' -�, �' DEPARTMENT OF THE ARMY
T� ` ��///di'_Ig
4 T WILMINGTON DISTRICT. CORPS OF ENGINEERS
i�"-k ' P. O. BOX 11390
'� , {;e.:'v iJ-� WILMINGTON. NORTH CAROLINA 28402
vi
IN REPLY REFER TO ,
SAWC081-N-065-0056 23 December 1982
Mr. C. R. Edgerton DEG 30 1982
N.C. Department of Transportation
Division of Highways
PO Box 25201 Ilb1�I
Raleigh, NC 27611 _� 11 - !, _
Dear Mr. Edgerton:
Reference our letter of 10 November 1982 modifying your Department of the
Army permit SAWC081-N-065-0056 to allow construction of a temporary haul
road across Smith Creek and adjacent wetlands as part of the I-40, Benson to
Wilmington Freeway, north of Wilmington, New Hanover County, North Carolina.
In accordance with the written request of 29 November 1982 from Mr. B. W.
Boylston, Resident Engineer four\ the project, condition c. of this permit
modification --hereby modified to read as follows:
c. Clearing wireek flood plain will be limited to the
approximate 60-foot-wide corridor to be occupied by the haul road.
BY AUTHORITY OF THE SECRETARY OF THE ARMY:
ROBERT K. HUGHES
Colonel, Corps of Engineers
District Engineer
Copy Furnished:
Director, Atlantic Marine Center Office of Coastal Management
National Ocean Survey, NOAA PO Box 769
ATTN: CAM04, 439 W. York Street Morehead City, NC 28557
Norfolk, VA 23510