19960349 Ver 1_Complete File_19960415

State of North Carolina
blepartment of Environment,
H'e'alth and Natural Resources
Division of Water Quality
James B. Hunt,Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Directo r
3
a :.
IVA
A74iliel
A-N% 00006-1v ;
C) F= F=1
July 11, 1996
Brunswick County
DWQ Projec>: # 960349
APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS
Mr. Franklin Vick
N.C. Dept. of Transportation
Planning and Environmental Branch
P.O. Box 25201
Raleigh, NC 27611-5201
Dear Mr. Vick:
You have our approval to place fill material in 1.18 acres of wetlands or waters (0.59 acres permanent
fill) for the purpose of replacing Bridge #9 over Waccamaw River on NC 904, as you described in your
application dated 15 Apri11996. After reviewing your application, we have decided that this fill is covered by
General Water Quality Certification Number 3025.
This approval is only valid for the purpose and design that you described in your application. If you
change'your.prcjeat, you must notify us and you may be required to send us a new application. For this
,.r>. approval to be valid, you must follow the conditions listed in the attached certification. The on-site detour
shall be restored to grade after use and revegetated at 320 stems/acre with Bald Cypress and Black Gum as well
as other native species: ; In addition, you should get any other federal, state or local permits before you go
ahead with your project.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing.
You must act within 60 days of the date that you receive this letter. To.ask for a hearing, send a written
petition which conforms to Chapter 150B of the North Carolina General Statutes to the Office of
Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its conditions
are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone John Dorney at 919-733-1786.
Sincerely,.
PstonesN Jr. P E
oward,
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Wilmington Field Office
Wilmington DWQ Regional Office
Mr. John Dorney
Central Files
John Parker; DCM
960349.1tr
Division of Water Quality • Environmental Sciences Branch
Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NC 27,607 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer • 50%,re4ycled/10% post consumer paper
r
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
a 1. APPLICANT'S NAME: NCDOT/H. F. Vick
2. LOCATION OF PROJECT SITE: NC Hwy.904 crossing of the Waccamaw River, east of Pireway,
on the Brunswick/Columbus county line.
Photo Index - 1989: None 1984: None
State Plane Coordinates - X: no map available Y: no map available
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 3/26/96
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received - 3/18/96
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Brunswick
Land Classification From LUP - Conservation
($) AEC(s) Involved: PT
(C) Water Dependent: YES
(D) Intended Use: Public
(E) Wastewater Treatment: Existing - N/A
Planned - N/A
(F) Type of Structures: Existing - Bridge
. Planned - New bridge
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
DREDGED FTT J PT)
nruFu
(A) Vegetated Wetlands 25,700 sq.ft.
Cypress/Gum Swamp
(B) Non-Vegetated Wetlands
(C) Other 25,700 sq.ft.
Temporary wetland fill for detour
(D) Total Area Disturbed: 1.18 acres .
(E) Primary Nursery Area: No
(I) Water Classification: C-Sw upstream, B-Sw downstream Open: N/A
8. PROJECT SUMMARY: N.C.D.O.T. proposes to replace the existing bridge over the Waccamaw
River, on NC Hwy. 904, on the Brunswick/Columbus County line.

r
r°
N.C.D.O.T./Bridge #9
Page 2 ,
9. PROTECT DESCRIPTION
The project site is the existing bridge crossings of the Waccamaw River, on NC Hwy. 904, east of the Pireway
community, of Brunswick County. The Waccamaw River constitutes the boundary between Brunswick and
Columbus counties. The Waccamaw River originates from Lake Waccamaw, approximately 23 miles up river
from the project site, and flows into South Carolina at approximately six miles down stream. Within the river's
floodplain, cypress/gum swamp and low woodlands extend above and below the bridge site. On the southwest
side of the Bridge #9, there is a N.C. Wildlife boat ramp which provides public access to the river. Both of
the highway approaches to the bridge were constructed on filled causeways through the river's floodplain. The
existing bridge is supported by creosote pilings, and was build in 1950. The structure has been appraised as
structural deficient, with an approximate two (2) year remaining service life. Bridge #9 is 320 feet long, and
24 feet wide, with a clear roadway width of 22 feet. At the bridge site, the Waccamaw River is 290 feet wide,
but the river's average width, both up and down stream, is approximately 200-225 feet. The normal water
width of the river will vary seasonally, lower in summer and higher in winter.
The Waccamaw River is considered Inland Waters by the N.C. Division of Marine Fisheries/N.C. Wildlife
Commission. The N.C. Division of Environmental Management classifies the river as C-Sw above and B-Sw
below the NC Hwy 904 bridge.
The N.C.D.O.T. proposes to replace the existing bridge, on the same alignment, with new structure. The
dimensions of the new Bridge #9 would be 320 feet long and a 30 wide feet clear deck width, consisting of
three (3) sections of cored slab concrete decking (2 @ 100 and 1 @ 120 feet long), with two (2) support
structures in the river consisting of concrete pilings and girder caps. These support structures would replace
the seven (7) rows of existing wooden support pilings. Clearance under the bridge would be slightly higher than
the existing structure (approx. 12.3 ft.). The elevation of the new bridge would be raised approximately one
foot to preserve the current vertical clearance. To accommodate a wider bridge, it will be necessary to widen
both bridge approaches of NC Hwy 904, approximately 9-20 feet. The proposed expansion is on the north side
of the fill base of the road, and would consist of a strip approximately 5740 feet long and 10-16 feet wide, on
the west side of the bridge, and a strip 1361 feet long and 6-23 feet wide, on the east side of the bridge. No
earthen fill material is proposed below normal high water. The existing sloped concrete bulkhead protecting
the toe of the existing bridge abutments would be removed and Class II rip rap would be utilized to stabilize
the toe of the new bridge abutments.
To accommodate traffic, during the construction of the new bridge, the applicant proposes to build a temporary
detour and bridge on the upstream (north) side of the project site. The temporary bridge would be constructed,
on pilings to provide equal vertical and horizontal clearance to maintain navigation during bridge replacement.
Detour approaches to the temporary bridge would require the temporary placement of fill material into adjacent
wetlands (approximately .59 acres). The fill material would be placed on a geotextile material to minimize its
intermixing into the existing soil and aid in removal, once the new bridge is completed.
d0k
•'
N.C.D.O.T./Bridge #9
Page Three
10. ANTICIPATED Il"ACTS
The project would permanently incorporate 25,700 square feet (.59 acre) of wooded swamp wetlands. An
additional 25,700 square feet (.59 acre) of wetlands would be temporarily impacted by the construction of the
detour approaches to the temporary bridge. All of the proposed wetland, fill, both permanent and temporary,
would be within previously disturbed areas. The project should not significantly impact navigation, since there
is no reduction of the existing clearance between both the temporary and new bridges and the water surface.
The reduction of bridge supports in the creek would provide more available area for boat passage. Temporary
disruption of the stream bed, and some short-term turbidity is expected during construction, but should not
present any long-term adverse impacts. Because of the close proximity to wetlands and the river, there is the
potential for accidental deposition of earthen material and/or construction debris into these fragile areas. Strict
monitoring and maintenance of sedimentation and erosion control structures is mandatory during construction,
as well as, complete restoration of the temporary wetland fill area.
The project would result in the replacement of an inadequate highway bridge, and provide for the continuance
of safer traffic operations in the future.
Submitted by: E.F. Brooks Date: 4/3/96 Office: Wilmington
a -
*?sWro :y?
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR.
GOVERNOR
DMSION OF HIGHWAYS GARLAND B. GARRm JR.
P.O. BOX 25201, RALEIGH, N.C. 27611-5201 SECRETARY
March 14, 1996
Division of Coastal Management
North Carolina Department of Environment,
Health and Natural Resources
127 Cardinal Drive
Wilmington, North Carolina 28405-3845
ATTENTION: Mr. Bob Stroud
Dear Sir:
MAR 18 1996
DIVISION OF
COASTAL MANAGEMENT
SUBJECT: Columbus/Brunswick Counties - Replacement of Bridge No. 9 over
Waccamaw River on NC 904; T.I.P. No. B-2530; State Project No.
8.1431001
The North Carolina Department of Transportation proposes to replace the
referenced structure on existing location, along with associated approach
improvements. The new bridge is to be approximately 97.6 meters (320 feet)
long with a 7.2 meter (23.6 foot) travelway with 1.0 meter (3.3 foot)
shoulders on each side. Navigation will be accommodated with a vertical
clearance of 3.8 meters (12.3 feet) above ordinary high water and a
horizontal clearance of 21 meters (68.9 feet). The elevation of the entire
bridge will be raised 0.3 meter (1.0 foot) in order to meet current design
standards requiring an increased superstructure depth. The existing
navigation clearance and alignment of the roadway approaches will be
maintained.
The replacement of the bridge will require permanent fill in
0.24 hectare (0.59 acre) of jurisdictional wetlands. Please note that this
reflects avoidance of more extensive wetland impacts (approximately
1.2 hectares 12:9 acres}) which would have been incurred by placing the
structure on new location. NCDOT has also investigated the possibility of
utilizing retaining walls to minimize wetland fill areas. The wetlands to be
impacted by this project occur in narrow bands along the approach roadways.
Placement of retaining structures to eliminate side slopes in wetlands for
this project would cost in excess of 1.4 million dollars. It is our opinion
that this cost would be excessive considering the minor wetland impact
involved in this bridge replacement.

March 14, 1996
Page 2
A temporary detour is to be constructed on the upstream side (north) of
the existing bridge. Vehicular traffic will be maintained on the run-around
detour throughout construction of the new bridge. The detour bridge will
also provide horizontal and vertical navigation clearance equal to the
existing bridge. Placement of the detour bridge will require temporary fill
in 0.24 hectares (0.59 acre) of wetlands. No excavation in wetlands will be
necessary. The temporary detour will be constructed of a readily removable
stabilization material such as geotextile fabric. This will minimize
.intruction into the organic layer of the soils and thus ensure preservation
of a seed bank in the topsoil. This should improve the speed of recovery of
the temporary fill area. All temporary fill will be removed following
completion of the permanent structure, and the detour area will be restored
to its original contour and surface texture. Please note that the upstream
location of the temporary detour was selected due to the presence of higher
quality wetlands and a public boat ramp on the downstream side of the
existing bridge. The area on the upstream side of the bridge has previously
been distrubed by clearing activities for utilities and failed housing
construction.
No stream relocation or channel change will be involved in this project.
Due to the small area of permanent wetland fill, no mitigation is proposed
apart from restoration of the detour area. It is anticipated that natural
succession will lead to the re-establishment of wetland vegetation within the
footprint of the detour area.
In order to minimize the effects of construction on anadramous fish
utilizing the Waccamaw River for spawning, a construction moratorium on
instream work will be observed from April 1 through June 30. NCDOT's Best
Management Practices for the Protection of Surface Waters will be implemented
throughout construction. Due to the pending Outstanding Resource Water
status of the Waccamaw River, High Quality Water Sedimentation Controls will
also be utilized.
The U.S. Fish and Wildlife Service maintains a public boat access ramp
in the southeast quadrant of the project area. Long-term accessibility of
this facility will not be affected by the bridge replacement. Furthermore,
the access road to the boat ramp/parking area will be maintained throughout
construction.
No utilities are attached to the existing bridge. Overhead electrical
lines parallel to the structure are on the upstream side of the bridge and
will not be affected as a result of this project.
The scope of work for this project was documented in a Categorical
Exclusion approved by the Federal Highway Administration on August 26, 1994.
Copies of this document are available upon request. Application for a Major
CAMA Permit is hereby made. A set of permit drawings depicting the proposed
work is enclosed. By copy of this letter, a request for 401 Water Quality
Certification by the North Carolina Division of Environmental Management is
hereby made. A check in the amount of $250.00 has been transmitted to the DCM
office in Raleigh to cover the CAMA processing fee. A copy of the check is
included herein. The adjacent property owners have been notified of this
permit request. Copies of the letters sent to the propert
certified mail transmittal receipts are attached. Copies re
return receipts will be forwarded when available.
MAR 18 1996
DIVISION OF
COASTAL MANAGEMENT
s
March 14, 1996
Page 3
Thank you for your assistance. If you have any questions, please
contact Cyndi Bell at [phone], Extension 306.
Sincerely,
H. Franklin Vick, P. E., Manager
Planning and Environmental Branch
HFV/tp
cc: Mr. John Parker, DCM
Mr. Archie Hankins, P. E., Hydraulics
Mr. D. J. Bowers, P. E., Division 3 Engineer ???
Mr. W. F. Rosser, P. E., Division 6 Engineer 2`9? Mr. Ernie Jahnke, DOA, Wilmington
Mr. G. T. Shearin, P. E., Roadway Design MAR 1 8 1996
Mr. Kelly Barger, P. E., Project Management
Mr. John Smith, P. E., Structure Design DIVISION OF
Mr. Don Morton, P. E., Highway Design COASTAL MANAGEMENT
•
• ` Form 1)0ti140-1
•
?I
AR 1 1996
APPLIC
M
(To be completed by all applicants) DIVISION OF
COASTAL MANAGEMENT
b. City, town, community or landmark
East of Pireway
1. APPLICA.TT
c. Street address or secondary road number
__N r gna
a. Landowner:
NC Department of Transportation d. Is proposed work within city limits or planning
Name risdiction? Yes XX ju No
Address
. #1 Wilmington Street
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) Waccamaw River
City Raleiqh State NC
Zip 2761 Day Phone [phone]
Fax [phone]
b. Authorized Agent:.
Name
H. Franklin-Vick. P.E..'Manager
Address Plannin4 & Environmental Branch
City State
Zip Day Phone
Fax
c. -.P:c e., t n=e (if any) Bridge No 9 over-
W,a,?camaw River
NOTE: Permit will be issued in name of lmdowner(s). and/or
project name.., _ .
.. .. .... .. ....'FED ... ... °a". .? _.
2. = LOCATION OF PROPOSED
}-=PROJECT ° " .
• a. County .... -•Columt?us jS??;mswick:_ .. _.. :.:_:
Revised 03195
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. List all development activities you propose .(e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
Bridge replacement and-anoroarh
work on roadwav
b. Is the proposed activity maintenance of an existing
project, new work, or both? both
c. Will the project be for public, private or commercial
use? Public
d. Give a brief description of purpose,'use, methods of
construction , and .. daily .. operations .. of proposed
project. If more space is needed, please -attach
additional pages. The oroiect -on_,i fi-f.;
replacing the existinq-NG-°904=bridoe``
over the- Waccamaw River.: ...!A temorary
detour structure will be reotfired_.'_'.
Method of construction will be. normal
_highway bridoe-eonstructiorr,methods.
Traffic volume will be 2800"y6hirles ner
day for 2019 design vear.
_t
Form DCM-MP 1

zn?? _
MAR .18 1996 ibe existing wastewater treatment facilities...
4. '- LAND AND WATER ` N/A
.
•CHARACTERISTICS . ^ DIVISION -OF
COASTAL"MANAGE
a. Size of entire tract ywo-lane--trauelway. n: Describe location and type of discharges to waters
?on 65-foot right-of-wav . Of the state. (For example; surface runoff, sanitary
.. .... ,;. w -?..,,? .?.....,-
b. _ Size of individual lot(s)?A wastewater, industrial/commercial effluent, wash
d own" and residential discharges.)
Surface runoff
c ° Approximate elevation of tract above MHW or
o Describe existing drinking water supply source.
_ , NSA .. _. __ _._ ._.. .. ._- ._ ..
. d. Soil. type(s) and texture(s) of tract ` _ .. _ . ..
'Muckalee loam, Lumbee_-finesandy loam,-
-Johns-fine sandv loam
e. Vegetation on tract Cypress=gum swamp. coastal
plain levee forest an is ur ance
community
f., Man-made features now on tract
existina road and-bridge 5, ADDITIONAL INFORMATION
g. What is the CAMA - Land Use Plan land In addition to the completed application form, the
classification of the site?. (Consult the locat land use plm.) following items must be submitted•
Conservation Transitional
Developed - • Community
XX Rural Other
h. How is the tract zoned by local government?
Not zoned
i. Is the p?opos??roject consistent with the applicable
zoning. Yes No
(Attach zoning compliance certificate, if oppUcabk)
J. Has a professional archaeological assessment been
done for the tract? XX Yes. No
If yes, by whom? NCDOT - see CE
k. Is the project located in a National Registered
Historic ..District ..or. does. it involve . a.. National
Register listed or eligible property? _
s; Yes XX No ...: _ _... .. __ _ _
L .. Are there wetlands on the site?. XX Yei _ No
_ Coastal (marsh) Other XX
If yes, has a delineation been conducted? vP--,
(Attach docunrntation, if availabk)
• A copy of the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties. If the 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.
• An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink • on an 8 1/2 by -1 I' white paper. (Refer to
Coastal Resources Commission Rule.W.0203 for a
detailed description.)
Please note-that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if an
adequate" number of quality copies. are provided by
applicant."-- (Contact- the .. U,S.' Army : Corps of
Engineers regarding that agency's use of larger
drawings.) A site or location map is a part of plat
requirements and it must be sufficiently detailed to
guide agency personnel unfamiliar with the area to the
upv;cAa nu"

Form DC1%1-ham-1

D
site. Include highway or secondaryad (SR)
numbers, landmarks, and the like. 6. C CATION AND PERMISSION
MAR 18 1996.r0•ENTER ON LAND
• A Stormwater Certification, if one is necessar5M V I S ION . ??
COASTAL MANAGEMENT
• A list of the names and complete addresses of the I understand that any permit issued in response to this
adjacent waterfront (riparian) landowners and application will allow only the development described in
signed return receipts as proof that such owners the application. The project will be subject to conditions
have received a copy of the application and plats and restrictions contained to the permit.
by certified mail. Such landowners must be advised
that they have 30 days in which to submit comments I certify that to the best of my knowledge, the proposed
on the proposed project to the Division of Coastal activity complies with the State of North Carolina's
Management. Upon signing this form, the applicant approved Coastal Management Program and will be
further certifies that such notice has been provided. conducted in a manner consistent with such program..
Name
Address
Phone '
See permit drawings
I certify that I am authorized to grant, and do in fact,
gran; *permission to representatives of state and federal
review agencies to enter on the aforementioned lands in
connection with evaluating information related to this
permit application and follow-up monitoring of the
project.
Name
Address
Phone
Name
Address
Phone
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
N/A - Existinq bridqe constructed 1950
I further certify that the information provided in this
application is truthful to the best of my knowledge.:
This is the day of
Print Name ` f:?"K)JA/ V16
Signature QIDtr???YJ
Landowner or Authorized Agent
• A check for $250 made payable to the Department of Please indicate attachments pertaining to your proposed
.Environment,-- ..Health, and -Natural... Resources project.
(DEHNR) to cover the costs of processing the DCM MP-2 Excavation and FBI Information Y
_application. - ._.-.__. _. _.... DCM MP-3 Upland Development
DCM MP-4 -Structures Information k.. y
• A ..signed -AEC hazard noticefor projects in :.: XX DCM MPS :Bridges and Culverts "
oceanfront and inlet areas
DCM MP-6 " Marina Development
r. -
4 • A statement of .`compliance with the N.C. NOTE: Please sign and date each ?achment in the
p .._ .. Environmental Policy-:'Act (N.C.G.S. "113A". 1 to space provided at the bottom of each form F'
: .10) If the project involves the expenditure of public :r r z?-
funds or use of public lands, "attach a "statement Y '
- documenting compliance with the North Carolina
Environmental Policy Act. -
Revised 03195
s
Form DCM-hiP-5
AND
BRIDGES
MAR 18 1996
.
DIVISION OF - -
CUL A ?-RTS
_ COASTAL MANAGEMENT
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
(4) Will all, or a part of, the existing culvert be
removed? (Explain)
g. Length of proposed bridge 320 feet
1. BRIDGES
a. Public XX Private
h. Width of proposed bridge 30 feet
L Height of proposed bridge above wetlands
12 feet +/-
b. Type of bridge (construction material) j. Will the proposed bridge affect existing water flow?
Asphalt and concrete: three span Yes XX No
continuous ;steel girder If yes, explain
c. Water body to be crossed by bridge
Waccamaw River
d.. Water depth at the proposed crossing at MLW or
NWL 16 feet above sea,level)
k. Navigation clearance underneath proposed bridge
122 fPP.1"
e. . Will proposed bridge replace an existing bridge? 1. Will the proposed bridge affect navigation by
X Yes No reducing or increasing the existing navigable
If yes' 320 feet opening? Yes XX No
(1) Length of existing bridge .If yes, explain
(2) Width of existing bridge 24 feet
:- (3) Navigation clearancefeetnderneath existing
12. _ bridge -
(4) WiII all, or a partof, the existing bridge be
.. removed? (Explain) Air-',of Che existing co ^+ ?w
m. -Will the proposed bridge cross wetlands' containing z
:: bridge will -be replaced -with -.. no navigable waters? _
:Yes ' XXNo _
; updated s ruct;u ei`on,:;e-x stir 4 r:locatzon a•? w If yes; °explam'--l'
: e,' zi •'`
f Will proposed bridge replace an existing culvert(s)? - ?`
' - Yes No?,,-? .
a .f^.._. J .4 i s iit?.. ...5..-a1".?..i f _ , : ?''{ ?>r •.,+- ?- _t Zt J •-•',f`,'?- a ?,YY f ? -
y If yes,?'F's^3x';++£Si;7tiY.`?.. -?aYP$ +
it ` ` t 1 f r -14
+« ?7}: ?r'? . s r (1) ,Length of existing culvert
T - n Have - you =t contacted 4 the U S Coast Guard
(?)Width4of existng culvert
concerning they approval? r R-
a ) Height of p -?
the top of the existing culvert
above .yes._ - No ?-
1 the MHW or Y t% If yes; please provide record of their action '
Revised 03/95

Form DCbi-MP-S

j. , Will the proposed culvert affect existing navigation:

_j7( y?jffo
- =- • 2. CULVERTS -
- MkW?

- -Yes - - - - No
xplain

a Water body in which culvert is to be pl
MAR - 18 199 .
n.5a ,.?_. - _ t C s
_ DIVISION OF?
b ' Number of culverts proposed
M ANAGEMEP
± " EXCAVATION AND FILL
3.
C :
T ype of culvert (construction material, style) ,
.

a.;.: Will the placement of the proposed bridge or culvert
require any excavation below the MHW or NWL.?.
d.. Will proposed -culvert replace an existing bridge? Yes.'.
Yes '.._ ... , , No :.:. If yes, :... . - _
If Yes, 7, _.:.. (1) Length of area to be excavated .
(1) Length of existing bridge (2) Width of area to be excavated
(2) Width of existing bridge (3) Depth of area to be excavated
(3) Navigation clearance underneath existing '(4) Amount of material to be excavated in cubic
bridge yards
(4) Will all, or a part of, the existing bridge be .
removed? (Explain) b. Will the placement of the proposed bridge or culvert
e. Will proposed culvert replace an existing culvert?
Yes No
If yes,
(1) Length of existing culvert
(2) Width of existing culvert
(3) Height of the top of the existing culvert above
the MHW or NWL
(4) Will all, or a part of, the existing culvert be
removed? (Explain)
require any excavation within: NO
_ Coastal Wetlands _ SAVs _ Other Wetlands
If yes,
(1) Length of area to be excavated
(2) Width of area to be excavated
(3) Amount of material to be excavated in cubic
yards
c.
f. Length of proposed culvert
g. Width of proposed culvert d.
h. ' Height of the top of the proposed culvert above the
MHW or NWL
i. - Will the proposed culvert affect existing water flow?
Yes No
If yes, explain
Will the placement of the proposed bridge or culvert
require any highground excavation?
Yes XX_ No
If yes,
(1) Length of area to be excavated
(2) Width of area to be excavated
(3) Amount of material to be excavated in cubic
yards
If the placement of the bridge or culvert involves :.
any excavation, please complete the following:
(1) Location of the spoil disposal area
(2) Dimensions of spoil disposal area
(3) Do you claim title to the disposal area? =
Yes No
If no, attach a letter granting permission from
the owner.
Revised 03/95
Form DCINENIP-5
(4) Will the disposal area be available for future b. Will the proposed project require the relocation of
X
maintenance? Yes g utility lines? X
Yes No
lly

(5) Does the disposal area include coastal
, n lII
detai1pnwPr/tA1 PnhnnP 1 i nae
? rxpl2
wetlands (marsh), SAVs, or othe ands?
will he temnorarily imnar
Yes No MA R 18 199b .
If yes, give dimensions if different from (2)
O F
D I V I S I O N
above. c
proposed project require the construction of s=
Does the disposal area include anyCai k porary detour structures?
the MHW or NWL? Yes No xx Yes No
If yes, give dimension if different from No. 2 - If yes, explain in detail A temporary- detour
above. structure is reauired to avoid a
- 26 mile offsite detour.:
e. Will the placement of the proposed bridge or culvert
result in. -any fill (other than excavated material d. Will the proposed project require any work
.described in Item d. above) to be placed below channels? ` Yes •X,X- No
MHW or NWL? Yes XX No If yes, complete Form DCM-MP 2
If yes,
(1) Length of area to be filled e. How will excavated or fill material be kept on site
(2) Width of area to be filled and erosion controlledfitandarri Uo]a Sark moot
(3) Purpose of fill And Erosion Control Measures Albs High
Quality Water Sedimentation Controls
f Will the placement of the. proposed bridge or culvert f. What type of construction equipment will be used
result in any fill .(other than excavated material (for example, dragline, backhoe or hydraulic
described in Item d. above) to be placed within: dredge)?
_ Coastal Wetlands - SAVE Other Wetlands and other eavy highway construction
If Yes, 0.59 acre permanent fill .,. equipment.
(1) Length of area to be filleds'- rl-awings
(2) Width of area to be filled g. Will wetlands be crossed in transporting equipment
(3) Purpose of fill to project site? Yes XX No
If yes, explain steps that will be taken to lessen ` -
tal cts
envuonmen unpa --
g. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) to be placed on
highground? XX Yes , No h. Will the placement of the proposed bridge or culvert
If yes, - see Hermit drawin4s; require an y shoreline stabilization?
(1} Length of area to be filled X_ :Yes No. _'Z } r.?) ' Blass ' -17 t K
Width of area tobe filled if yes, explain in detail s' o Ra " .,
Purpose of fill o7 7
cl'npa nrritPrti rin at Puri PiPritC'! ' -':
Road?v onik tru ti nn
- 1°' -gam Date
If es; explain in detail -- ftes
1a. ?' .1 ?.tr Yom..
deJ r nw ?.
u area-to oridinal contour 7!
-and surfacd texture. E:
.
Revised 03/95
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FRANKLIN DALE GORE
JULIAN DALE GORE
D.B. 638, PAGE 169
DETOUR -L- REV
PI = 5+39.355
, = 22' 19' 25.2' (LT) .

2
of 1

L = 124.679 R
.0' (LT)
144'
02''2
'
23.4' tLT)
T = 63.140
R = 320
000 8
'00.0' (LT) 8s= 28'14'0.03' (LT)
.
S.E. =MATCH EXISTING X
1 Ls= 60.961
Ts= 96.047
4 Lc= 131.132
U = 40.644
3 V = 20.323
H XISTING S.E.= MATCH EXISTING
® DENOTES FILL
IN WETLANDS
N.C. DEPT. OF TRANSPORTATION
PLAN VIEW SITE-3 DIVISION of HIGHWAYS
COLUMBUS /BRUNSWICK COUNTIES
PROJECT 8.1431001 (B-2530)
3a $ C4 BRIDGE REPLACEMENT
- LT 10
SHEET 9: OF 13 MARCH 1995

. J

S OW
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8
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4 WETLAND EDGE a
20 40 60 80 18+00 20 40 60
D Tm (o V
MAR 18 1996
DIVISION OF
COASTAL MANAGEMENT
10
HORIZ
-L-REV. PROFILE 2
SITE-3 VERT
- +>
r?

PROPERTY OWNERS
NAM= AND ADDRESS
PROJECT NO. 8.1431001
BRIDGE REPLACEMENT
COLUMBUS & BRUNSWICK COUNTIES
PARCEL NO. OWNERS ADDRESS
3 CARO-INA TRUST FEDERAL P.O. BOX 211
CREDIT UNION CONWAY,S.C.29526
RUSSELL W.WESTFALL
4 & 2951 28TH. ST. , SUITE 3000
HARRY 'A. STROU.D SANTA MONICA, CA. 90405
7 FRANKLIN D. GORE
& ROUTE 6, BOY, 348
JULIAN D. GORE SHALLOTTE, N:C. 28459
MAR 18 1996
DIVISION OF
COASTAL MANAGEMENT
N.C'. DEPT. OF `TRANSPORTATION
- DIVISION OF HIGHWAYS
COLUMBLS/BRUNSWICK COUNTIES
PROJECT . 8.1431001 (B-2530)
BRIDGE REPLAC'EMENT
SHEET 12 OF 13 MARCH 1995

FILL IN TEMPORARY FILL TOTAL FILL

SITE WETLANDS IN
- WETLANDS IN WETLANDS
STATION (HEC
.) (HECT) (HECT )

i STA. 11+50 - 13+60 0.060 0.179
W , A c 0.239
d, s yn,4?
2 -L- STA. 14+40 - 18+70 0.147 0,059 0
206
0,3(3Ac e, tql(a Ac .
o,sDq??
3 -L- STA. 17+65 - 18+60 0.032 0 0.032
D1-o-77Ac O Ac D. 0`7gk
TOTALS
0.239
. ©, 5-9oAC
NOTE:
TEMPORARY FILL AREAS TO BE GRADED BACK
TO THE ORIGINAL ELEVATION
0,238 0.477
d,5- 57A 1,179Ac
2 -1?11VTI?D
MAR 18 1996
DIVISION OF
COASTAL MANAGEMENT
N.C'. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
COLUMBLS/BRUNSWICK COUNTIES
PROJECT 8.1431001 (B-2530)
BRIDGE REPLAICEMENT
SHEET 13 OF 13 MARCH 1995