19950334 Ver 1_Complete File_19950328

State of North Carolina
Post-it'- Fax Note 7671 Date
1 a of 10,
pages
To From
Co./Dept. Co.
Phone P Phone a
Fax # Fax s
APPROVAL of 401 Water Quality Certification
Mr. B. J. O'Quinn
Planning and Environmental Branch
NC DOT
P.O. Box 25201
Raleigh, N.C. 27611
Dear Mr. O'.Quinn:
-AW
[D F= F1
April 24, 1995
Carteret County
DEM Project # 95334
F 11, E CYou have our approval to place fill material in 1508 square feet of wetlands or waters for the
purpose of replacing Bridge #24 at Hwy. 58 over Hadnot Creek, as you described in your application
dated 28 March 1995. After reviewing your application, we have decided that this fill is covered by
General Water Quality Certification Number 2735. This certification allows you to use General Permit
Number 031 or its equivalent when it is issued by the Corps of Engineers.
This approval is only valid for the purpose and design that you describxd in your application. If
you change your project, you must notify us and you may be required to send us a new application.
For this approval to be valid, you must follow the conditions listed in the attached certification. 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 30 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 Environmental Management under Section 401
of the Clean Water Act. If you have any questions, please telephone John Domey at 919-733-1786.
Sincerely,
re on Ho ; Jr. P.E.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Wilmington Field Office
Wilmington DEM Regional Office
Mr. John Domey
Central Files
95334.1tr
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal OpportunJy Affirmative Action Employer 50% recycled/ 10% post-consumer paper
To: John Dorney
Planning Branch
DIVISION OF ENVIRONMENTAL MANAGEMENT
CAMA MAJOR PERMIT APPLICATION REVIEW
REGIONAL OFFICE STAFF REPORT AND RECOMMENDATIONS
REVIEWER: GREGSON '
WQ SUPERVISOR: ADKINS
DATE: April 12, 1995
WETLAND INFORMATION FOR CENTRAL OFFICE TRACKING
PERMIT YR: 95 PERMIT NO.: 95334 COUNTY: Carteret
PROJECT NAME: NC Department of Transportation Bridge #24
PROJECT TYPE: Bridge PERMIT TYPE: CAMA
COE #: N/A DOT#: N/A
RCD FROM CDA: DCM DATE FROM CDA: March 28, 1995
REG OFFICE: WiRO RIVER AND SUB BASIN#: 030501
*STREAM OR ADJACENT WATER BODY: Hadnot Creek
CLASS: SA STREAM INDEX #: 20-23 Q? %1"
*OPEN OR CLOSED: Closed F ,, O
WL IMPACT: Yes WL TYPE: Oth poi c?0
WL REQUESTED: 0.034 WL ACR EST: No ?ti I
WL SCORE: N/A ?q?s 99S
MITIGATION: N/A MITIGATION TYPE: N/A cFti?
MITIGATION SIZE: N/A RATING SHEET ATTACHED?: N/A
RECOMMENDATION: ISSUE
STORMWATER PLAN REQ'D: No
IF YES, DATE APPROVED:
PROJECT DESCRIPTION: The applicant proposes to replace the existing bridge over Hadnot Creek.
WATER QUALITY CERT. (401)
CERT. REQ'D: Yes
IF YES, TYPE: General Certification #2675 for DOT Bridges
SEWAGE DISPOSAL
TYPE OF DISPOSAL PROPOSED: N/A
TO BE PERMITTED BY: N/A
IF BY DEM, IS SITE AVAILABLE AND PERMIT ISSUANCE PROBABLE: N/A
WATER/WETLAND FILL
AREA OF FILL - WATER: N/A WETLAND: N/A
IS FILL ELIMINATING A SIGNIFICANT USE? N/A
DREDGING
IS DREDGING ACTIVITY EXPECTED TO CAUSE A SIGNIFICANT LOSS
OF RESOURCE? No
IS SPOIL DISPOSAL ADEQUATELY ADDRESSED? N/A
95334.Apr
Page Two
MARINA
ARE THE FOLLOWING ADEQUATELY ADDRESSED?
SEWAGE DISPOSAL: N/A MARINA SERVICES: N/A
OXYGEN IN BASIN: N/A CLOSURE OF SHELLFISHING WATERS: N/A
(ATTACH A MARINA USE ATTAINABILITY EVAL.)
RECOMMENDED CONDITIONS OR PERMIT RESTRICTIONS: That the project be
done in such a manner so as to not cause turbidity outside the immediate construction area to
exceed 25 NTU.
cc: Central Files
Wilmington Regional Office Files
DCM-James Mercer
John Parker
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: NC Department of Transportation / HWY. 58, Hadnot Creek
2. LOCATION OF PROJECT SITE: HWY. 58, Bridge #24 over Hadnot Creek in Carteret Co.
Photo Index - 1989: NONE 1984: NONE
State Plane Coordinates - X: 2571780 Y: 864000
3. INVESTIGATION TYPE: CAMA / DREDGE & FILL
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - Spring 1994 March 17, 1995.
Was Applicant Present - YES NO
5. PROCESSING PROCEDURE: Application Received - March 1995
Office - Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Carteret County LUP Up-Dated March 1991
Land Classification From LUP - Rural / Conservation
(B) AEC(s) Involved: Estuarine Waters, Estuarine Shoreline, Public Trust
(C) Water Dependent: YES
(D) Intended Use: State Government
(E) Wastewater Treatment: Existing - N/A
Planned - N/A
(F) Type of Structures: Existing - Highway and Bridge
Planned - New Bridge and Approaches
(G) Estimated Annual Rate of Erosion: Less than 1 foot
Source - Personal observations
7. HABITAT DESCRIPTION:
[AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
No Coastal Marsh
(B) Non-Vegetated Wetlands
none
(C) Other
404 Wetlands 1508 sq. ft.
(D) Total Area Disturbed: Approx. 0.25 acre
(E) Primary Nursery Area: No
(F) Water Classification: SA Open: NO
8. PROJECT SUMMARY: NC DOT proposes to replace Bridge #24 over Hadnot Creek using the
same alingment. Some excavation of the creek banks will be required. Rock riprap will be placed at
the bridge abutments. No fill in wetlands will be required. All vehicular traffic will be detoured
around the site via State Road #1104.
FIELD INVESTIGATION REPORT:
NCDOT Bridge #24 / HWY 58 / Hadnot Creek
PAGE #2
9. NARRATIVE DESCRIPTION: The project site is located in the upper reaches of
Hadnot Creek a tributary of the White Oak River in Carteret County. The project site
is Bridge #24 on Highway 58 in Carteret County. The highway basically runs north
and south through the rural areas of the county between Maysville and Cape Carteret.
The referenced USGS 7.5 minute Quad., "HADNOT CREEK", can help orient the
project site to the general vicinity. The pile supported bridge was originally construct
in the mid-1940's. The proposed work activities associated with the bridge
replacement will take place on and within the existing Right-of-Way. During
construction, all vehicular traffic will be detoured via SR # 1104 to the east.
The applicant proposes to replace the existing 2 span bridge with a new triple span
structure. The creek is about 100 feet wide at the project site. A limited amount of
excavation along the creek banks will be required in order to accommodate the
increased width the new bridge with abutments. The creek banks that are scheduled
for excavation are considered 404 Wetlands. As the project plans show on sheet 2 of
6, an area on each side of the bridge measuring about 82 feet by 9 feet will be
excavated to depth of -3 feet on mean low water. An estimated 255 cubic yards of
spoil will be removed from a combined area of about 1500 square feet. The new
bridge will be about 2 feet higher in overall elevation that a the old structure. In terms
of support, the new 3 span bride will be supported by a series of 7 concret piers.
Sheet 3 of 6 shows the alingment of the 7 piers within Hadnot Creek. It has been
estimated that about 18 feet of horizontal clearance will be maintained between each of
the new support piles. The new shoreline and bridge abutments will be stabilized with
rock riprap. Each section of riprap will measure about 82 feet by 14 feet and will
displace no new areas of wetlands. The new bridge will require a reshaping the
highway approaches. The details and sectional view of the fill requirements are shown
on sheet 4 of 6. Although the shoulders of the Highway will be enhanced, no new fill
will be placed in the surrounding 404 wetlands. Finally, the new bridge and roadway
has been designed to collect and discharge stormwater. A 12 inch funnel drain will be
constructed along the shoulder in each quadrant. The project plans show the
installation of Class B stone at the end of the drain adjacent to the 404 wetlands.
The surface waters of Hadnot Creek below the HWY 58 bridge are classified as SA
and Estuarine; above the bridge, the waters are designated "Inland". The on-site
inspection revealed no coastal marsh within the project boundaries.
10. ANTICIPATED IMPACTS: The proposed project will displace about 1500 square
feet of 404 Wetlands in order to accommodate the increased length of the 3rd bridge
span. Excavating the creek banks under the new bridge should have no significant
impact on the local estuarine resources particularly if adequate sedimentation
FIELD INVESTIGATION REPORT:
NCDOT Bridge #24 / HWY 58 / Hadnot Creek
PAGE #3
measures are employed. The upper reaches of Hadnot Creek maybe used by
anadromous fish in the spring or fall of the year. Public navigation and acess to the
upper reaches of Hadnot Creek will be uncompromised by the proposed bridge
replacement. The overall impacts of the project have been greatly reduced by NCDOT
in the pre-planning stages. Specifically, the original on-site detour through coastal and
404 wetlands has been eliminated. SR #1104 has been approved as the detour for the
project.
PREPARED BY: JAMES L. MERCER
DATE; 23 MARCH 1995
'TO : MOREHEAD -
,_.,? ; IAR-20-' 95 MON 09:25 ID: TEL NO: tt903 P01
Please type or print. Carefully describe
all anticipated development activities,.
including construction, excavation,
filling, paving, land clearing, and storm-
water control. If the requested information
in not relevant to your project, write
N/A (not applicable)- 'Items 1-4 and g-g
must be campl.eted far all praieets.
It yens plan to build a marina, also
ompl.ete and attach Form DCM-MP-2.
b. Ts the proposed activity maintenance of an
existing project, new work, or both?
Both
1 APP3~.=ANT
a. Nmu" tic Dept. of Transportation
ATTN' Mr. 'B J O"Duinn
Addrese P. O. Box 25201
City Raleigh _ State NC
Zip 27611 Day Phone [phone]_1_
x Landowner or Authorigad agent
b. Project name (if any) _
&2 placa Bridge No 24
o. it the applicant is not the landowner,
also give the owner's name and address.
Z I.OCAT=K]N Qfi"
Bt C>X%0J3ED 12StnJ LC9r
a. street address or secondary road number
KC 58
b. City, town, community, or landmark
pelatior
c. County Carteret
d. Is proposed work within city limits or
planning jurisdiction? No
e. Name of body of water nearest project
IHndnot Creek
3 DE93CFt=3PTTON A14L7)
V a!??XgMD XJSE QF
P"d20PC?SEI7 1?".R0.?LG'T
a_ Describe all development activities you
propose (for example, building a home,
motel, marina, bulkhead, or pier).
Replace Bridge No. 24 over Hadnot Creek
with a 3 span bridge.
c. Will the project be for Community, private
or commercial We?
Public Transportation
d. Describe the planned use of the project.
Public Transportation
r4 L.23NI] ANL,1 '9'?ATF..Ii.
a. Size of entire tract 0.101 ha
b. Size of individual lot(s) N/A
c. Elevation of tract above mean sea level or
National Geodetic Vertical Datum
3.8 m NGVD 1929
d. Soil type(s) and texture(s) of tract
Lafitte much, masontown mucky loam
e. Vegetation on tract Tidal salt marsh and
wooded wotland vegetation
f. Man-made features now on tract Bridge
g. What is the CAMA Land Use Plan
Classification of the site (Consult the
local land use plan.)
_ Conservation Transitional
_ Developed community
X Rural/with Other
services
h. How is the tract zoned by local government?
Business, NE quad zoned NH (mobile hams)
i. How are adjacent waters classified?
j. Has a professional archaeological survey
been carried out for the tract's Yes If so,
by wham? Kenneth Robinson - January 1993
SHPO cleared 3/18/93 (see a'ttacbec) 1@.tt+L)
3/91
T O ¦ 1 OREHEAD
.-MAR-20`95 NON 09=26 ID-
5 UPLAND DLVI F CPMENT
Complete this section if the project includes any land
development,
a. Type and number of buildings, .facilities, or
structur,esproposed N/A
b. Number of lots or partials
N/A
c. Demdty (Give the number of residential units and the
units per acre.) N/A
d. Size of area to be graded or disturbed
c. If the proposed project will disturb more dun one
am of land, the Division of Land Resources must
receive an erosion and sedimentation oontrol plan at
least 30 days Wort land distuibiug activity begins.
If applicable, has a sedimentation and erosion
control plan been submitted to the Division of Land
Resources?
f. Give the percentage of the tract within 75 feet of
me.n high water to be oovered'by'impermeabie
Pidaces, such as pavement, buddin,gss, rooftops.
49% ftflt ralr Pavamettt )
g. list the match als, such as abaci, paver stone. asphalt,
or concrete, to be used far paved surfaces.
_ harMet end aanhalt
h. If applicable, has a stormcwamr management plain
been subiWned to the Division of Environmental
Management? N/A
i. Deseribeproposed sewage disposal and/or waste
water treatment facilities.
'TEL NO,
M. Water supply source
4903 P02
N/A
iA. If the project is oceanfront development, describe
the steps that will be taken to maintain established
public'?-=1-4 zcccs,ways or provide new access.
N/A
o. If the project is on the oeeartfront, what will be the
cicv ation above meant sea level of the first habiLgWe
iioor'? N/A
6 EXCAVATION AND FILL
INFORMATION
a. Describe below the purpose of proposed excavation
cdlW activities (excluding bulkheads. which Lm
covered in Section 7).
Access channel
(MLW) or (NWL)
Boat basin
tither (break-
water, pier,
boat ramp,
rock,letty)
Fill placed in
wetland or below
NUIW
Length Width depth
an Om
67W A5at
l have N facilities received state or locaI approval? Upland fill
k. Describe; existing treatment facilities.
N/A
1. Describe location and type of discharges to waters of
the state (tor example, surface runoff, sanitary
wastewater, industriaUcommerdal effluent, "wash
down")-%M faoe xutgiEf frpa public highway.
b. Amount of material to be excavated from below
water level in cubic*nk o
c. Type of material neWru N/A
d. bons the area to be excavated include marshland,
swamps, or other wetlands?
No
e- High ground excavation- in cubic yards
195 M
2 antO
TIC : M REHEAR
MAR-20-' 95 MON 09:27 ID: TEL NO: "1303 P03
f. Dimensions of spoil disposal area
g. Location of spoil disposal area Ndt requi3 red
h. Do you claim title to the disposal area?
If not. attach a letter granting permission tram the
owner.
i. Willa disposal area be available for future
Maintenance? N/A
If so, where? N/A -
j. Does the disposal area include any marshland,
swamps, or water areas?
No
ti
IL Will the tili material be placed below mean hi
watra'1 No fill will be placed belhw
man high water
1. Amount of fill in cubic yards N(A
m. Type of fill material N/A
n. Source of fill material _ N/A
o. Will fill material be placed on marsh or other
:vetl2ud.0 Ne _
p. Dimensions of the wetland to be filled -
N/A
q. Flow will excavated or fill material be ]Dept on site
and erosion vokmlled?
Standard NM erosion and sedimentatinit
control m ma was
r. What type of construction equipment will be used
(for example, dragline, backhoe, of hydraulic
dredge)? BdjWVe. drnal-ins, htilldo7ere
S. Will wetlands be crossed in transporring equipment
to pmjeet site? No If yes, explain steps that will
be taken to lessen environmental impacts.
7 SHORELINE STABILIZATION
IL Length of bulkhead or riprap N/A
b. Average distance waterward of mean high water or
normal water level N/A
ems cr_ nitro Tpm-,din ;1u mrr4ft, in
feet NIA
d. Type ofbulkhead material N/A
e. Amount of fill, in cubic yards, to be placed below
mean high water _ . NIA
f. Z of fill materia? N/A
8 ADDI-170NAL INFORMATION
In addition to the completed application form, the follow.
ing items must be submitted:
A copy of the deed (with state application only) or other
instrument under which the applicant claims tide to the
affected property. If the ipplicant is not claiming to be
the owner of said pn7petty. 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.
Air accurate Nvork plat (including plan view and cross
SM60nal drawings) drawn to scale in black ink on an g
V1 x I f white paper. (Referto Coastal Resources
Commission Rule 7J.VM for a detailed description.)
Please note that original drawings air prefeired and.
Only high quality copies will be accepted. Blue-line
prints ar other larger plats am acceptable only if 1$ high
quality copies are provided by appIlcanr. (Contact the
U.S. Army Corps of Engineers regarding that agency's
use of larger drawings.) A site or locatioir map is a part
of plat requirements and it must be sufYlciently detailed
to guide agency personnel unfamiliar with the area to the
site- Include co" road (SR) numbers, landmarks, and
the like.
A stormwater management plan, if applicable, that
may have been developed in consultation with the
Division of Envimvnmenad Management.
A list of the names and complete addresses of the
adjacent waterfront(riparian)landowners. These
individuals have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management and should be advised by the applicant of
that opportunity.
.....
TO : MOREHEAD
-= MAR-20-'95 MON 09:28 ID: TEL NO: #903 P04
Name
Address
Name
Address
Name
Address
A list of previous state or federal permits issued for
work on the project mmm Include permit numbers,
permittte, mind issuing data.
.y
A chtek for $100 made payable to the Department of
Nawral FAsoum es and Community Developmnentto
cover the costs of processing the application.
A signed AEC hazard notice for projects in oceanfront
and inter areas.
A statement on the use of public Rends. If the project
involves the expenditure of public funds, attach a state-
ment documenting eempHarme with the North Camrrllna
Fttvir0=CntaI Policy Act(N.C.G.S.113A-I to 10)_
PERM ION
r O EATER ON LAND
Any permit issued in response to this application will
allow only the development described in ft application.
The nroiect will be.subject to conditibm an(I mtricfions
canta'ned in the permit.
i eeruf gr that to ute best of mg knowledge, the Proposed
activity complies with the Stake of North Carolina's ap-
proved Coastal ManagementProgram and will be can.
ducted in a manner consistent with such program.
I further- certify that I am authoriaed to pant. and do in
fact. grant permission to trprwentatives 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
project.
This is the JL day of Al 19
" a.id r ncro[ uthor. agent
TIC : MOREHEAD
--;1AR-20-' 95 MOO 09:23 I D :
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a \ I DIVISION OF HIGHWAYS
4 \\\? a? ,, CARTERET COUNTY
c. n PROJECT R 8.1161801 (B-1142)
?? 1 u••. ?? ?t REPLACEMENT OF BRIDGE Pt 24
v+ ' OVER HADNOT CREEK ON NC 58
SHEET OF MAY 94
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PROPERTY OWNER
NAME AND ADDR13SS
PARCEL NO. OVi?itiUR:S AlAMB ADiDR=
Croaten National Forest 141 East Fisher Ave_
New Bern, NC 28560
Tony G. McNeill Star Route Box 70E
Swensboro, KC 20584
N. C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
C:ARTERET COUNTY
PROJECT R 8.1161801 (0--1102)
REPLACEMENT OF BRIDGE A 24
OVER HADNOT CREEK ON NC 58
SHEET 0 OF ? MAY 94