19950064 Ver 1_Complete File_19950206

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director.
February 6, 1995
Mr. Barney O'Quinn
Planning and Environmental Branch
NC DOT
P.O. Box 25201
Raleigh, N.C. 27611
Dear Mr. O'Quinn:
FILE COPY
Subject: Certification Pursuant to Section 401 of the Federal
Clean Water Act,
Proposed bridge replacement, SR 1100 over Mott's Creek
Project # 95064
New Hanover County
Attached hereto is a copy of Certification No. 2969 issued to N.C. Department of
Transportation dated 26 January 1995.
If we can be of further assistance, do not hesitate to contact us.
Sincerely,
eston Howard, E.
Attachments
wgc2969
cc: Wilmington District Corps of Engineers
Corps of Engineers Wilmington Field Office
Wilmington DEM Regional Office
Mr. John Dorney
Mr. John Parker, Division of Coastal Management
Central Files
ED EHNR
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal opportunity Affirmative Action Employer 50% recycled/ 10% post-consumer paper
_^1 .
NORTH CAROLINA
New Hanover County
CERTIFICATION
THIS CERTIFICATION is issued in conformity with the requirements of Section 401 Public
Laws 92-500 and 95-217 of the United States and subject to the North Carolina Division of
Environmental Management Regulations in 15 NCAC 2H, Section .0500 to N.C. Department of
Transportation resulting in 0.076 acres of wetland impact in New Hanover County pursuant to an
application filed on the 26th day of January of 1995 to replace the bridge over Mott's Creek on SR
1100 with a new bridge.
The Application provides adequate assurance that the discharge of fill material into the waters
of Mott's Creek in conjunction with the proposed development in New Hanover. County will not result
in a violation of applicable Water Quality Standards and discharge guidelines. Therefore, the State of
North Carolina certifies that this activity will. not violate Sections 301, 302, 303, 306, 307 of PL 92-
500 and PL 95-217 if conducted in accordance with the application and conditions hereinafter set
forth.
Condition(s) of Certification:
1. That the activity be conducted in such a manner-as to prevent significant
increase in turbidity outside the area of construction or construction
related discharge (50.NTUs in streams and rivers not. designated as trout
waters by DEM; 25 NTUs in all saltwater classes, and all lakes and
reservoirs; 10 NTUs in trout waters).
Violations of any condition herein.set forth shall result in revocation of this Certification. This
Certification shall become null and void unless the above: conditions! are made. conditions of the
Federal 404 and/or Coastal Area Management Act Permit. This Certification, shall expire upon
expiration of the 404 or CAMA permit.
If this Certification is unacceptable to you, you have the right to an adjudicatory hearing upon
written request within thirty (30) days following receipt of this Certification. This request must be in
the form of a written petition conforming to Chapter 150B of the North Carolina General Statutes and
filed with the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. Unless
such demands are made, this Certification shall be final and binding.
This the 6th day of February, 1995.
DIVISION OF ENVIRONMENTAL MANAGEMENT
WQC# 2969

State of North Carolina
Dj?.partment of Environment,
Health and Natural Resources
Wilmington Regional Office
Division of Coastal Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
Roger N. Schecter, Director
MEMORANDUM:
F= F=1
January 19, 1995
TO: Mr. A. Preston Howard, P.E., Director
Division of Environmental Management
FROM: John R. Parker
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: NC DOT, c/o B.J. O'Quinn
Project Location: Bridge #17 over Mott's Creek on SR 1100 between Wilmington & SR 1187 in
New Hanover County
Proposed Project: The replacement and upgrading of bridge #17 over Mott's Creek and its
approaches
Please indicate below your agency's position or viewpoint on the proposed project and return this form
by February 9, 1995. If you have any questions regarding the proposed project, please contact Tere
Barrett at extension 246. When appropriate, in-depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
i a S
SIGNED DATE
127 Cardinal Drive Extension, Wilmington, N., . 28405-3845 • Telephone [phone] * Fax [phone]
An Equal Opportunity Affirmative Action Employer
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: January 30, 1995
WETLAND INFORMATION FOR CENTRAL OFFICE TRACKING
PERMIT YR: 95 PERMIT NO.: 95064 COUNTY: New Hanover
PROJECT NAME: NC DOT Mott's / Creek Bridge
PROJECT TYPE: Bridge Replacement PERMIT TYPE: CAMA
COE #: N/A DOT#: N/A
RCD FROM CDA: DCM DATE FROM CDA: January 30, 1995
REG OFFICE: WiRO RIVER AND SUB BASIN#: 030617
*STREAM OR ADJACENT WATER BODY: Molt's Creek
CLASS: CSw STREAM INDEX #: 18-82
*OPEN OR CLOSED: Closed
WL IMPACT: Yes WL TYPE: BM
WL REQUESTED: 0.076 WL ACR EST: Yes
WL SCORE: N/A
MITIGATION: N/A MITIGATION TYPE: N/A
MITIGATION SIZE: N/A RATING SHEET ATTACHED?: N/A
RECOMMENDATION: ISSUE
STORMWATER PLAN REQ'D: No
IF YES, DATE APPROVED:
PROJECT DESCRIPTION: The applicants propose to replace the existing bridge on SRI 100 over
Molt's Creek.
WATER QUALITY CERT. (401)
CERT. REQ'D: Yes
IF YES, TYPE: General Certification #2735 for DOT Bridge Replacement.
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: 2918 sq. ft.
IS FILL ELIMINATING A SIGNIFICANT USE? No
DREDGING
IS DREDGING ACTIVITY EXPECTED TO CAUSE A SIGNIFICANT LOSS
OF RESOURCE? NO N/A
IS SPOIL DISPOSAL ADEQUATELY ADDRESSED? Yes F FO
?or?, f99
,3e „?s?F?CIFs'
95064.Jan
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-Tere Barrett
John Parker
A
1.
2
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
JAN 2 61995
A
APPLICANT'S NAME: NC DOT - c/o B. J. O'Quinn k WE ;4.;?:,
LOCATION OF PROJECT SITE: Bridge #17 over Mott's Creek on State Road 1100 between
Wilmington and State Road 1187 in New Hanover County.
Photo Index - 1989: 179-17 gr. N-12 1984: No Photo
State Plane Coordinates - X: 2328000 Y: 139400
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 10/6/94; 1/4/95
Was Applicant Present - Yes; No
5. PROCESSING PROCEDURE: Application Received - cc: 1/18/95
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - New Hanover
Land Classification From LUP - Conservation
(B) AEC(s) Involved: ES, PT, CW
(C) Water Dependent: Yes
(D) Intended Use: Public
(E) Wastewater Treatment: Existing - N/A
Planned - N/A
(F) Type of Structures: Existing - Bridge
Planned - Bridge
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED INCORP
(A) Vegetated Wetlands
Mixed Cladium jamaicense, Baccharis 390 sf 2918 sf
halimifolia, Spa anosuroides
(B) Non-Vegetated Wetlands
(C) Other
High Ground 618 sf 7355 sf
Open Water 1968 sf
(D) Total Area Disturbed: 13,249 sf
(E) Primary Nursery Area: Yes
(F) Water Classification: C-sw Open: No Resource
8. PROJECT SUMMARY: Department of Transportation proposes the replacement and
upgrading of bridge #17 over. Mott's Creek and its approaches.
NC DOT SR 1100
Page 2
9. PROTECT DESCRIPTION 1/18/95
The applicant is the Department of Transportation with a proposal to replace and upgrade the bridge
crossing Mott's Creek on State Road 1100 (River Rd) in New Hanover County. Molt's Creek is a small
tributary to the Cape Fear River approximately 5 miles north of Snow's Cut. Mott's Creek is a tidal
creek with significant freshwater influence. The area is typically vegetated with Spartina cynosuroides,
Cladium jamaicense, and Baccharis halimifolia. The navigable portion of the creek is between the
abutments of the bridge which is approximately 36' wide. The present bridge is elevated above mean
high water approximately 2.5', and the depth in the channel is approximately -3' mlw and approximately
6.5' mhw. The present bridge has one support bent midway through the structure.
The project area is within the Conservation classification of the New Hanover County Land Use Plan.
The waters are classified C-swamp by the Division of Environmental Management. The Division of
Marine Fisheries has designated the creek as Primary Nursery Area, and there is no shellfish resource.
Bridge #17 is along a straight stretch of River Road. The approaches are presently 19' wide, with 4'
shoulders, and a 24' wide bridge. The Department policy is to upgrade the roadway approaches to
conform to current design standards upon bridge replacement. The proposal is to widen the approaches
24'; to widen the shoulders to 6'; and to replace the bridge. The widening of the approaches would
require the filling of approximately 2918 square feet of the mixed marsh mentioned above. This was
minimized through the use of 2:1 slopes rather than the original plan of 3:1 slopes. There would be
a resultant increase of 750 square feet of impervious area from the paved surface.
The bridge would be replaced with two 12.5 meter core slab bridge sections (82'). This would widen
the opening from the current 36' to approximately 65.5' between the rip rap, with a channel 49' wide.
There would remain one support bent in the middle of the structure. To accomplish the extra width,
the high ground under the current roadway would be excavated landward of the existing abutments for
19.5' on the south side, and 13' on the north side. This would also require the excavation of
approximately 390 square feet of wetlands due to the extra width of the shoulders. Approximately 9.5
cubic yards of Class B rip rap are to be placed under the bridge along the new abutments and-the newly
graded creek banks. The rip rap will extend for approximately 62' on the north and 56' on the south,
and will be approximately 6.5' wide.
The newly constructed bridge will be elevated above mean high water approximately 3' as opposed to
the existing structure which is elevated approximately 2.5' above mean high water.
Approximately 7355 square feet of high ground and marsh area will be graded for the roadway and
shoulders. Best management practices will be utilized for sedimentation/erosion control. The
Department plans to utilize existing roadways for detours during construction.
A spoil site has not been determined for the nominal amount of excavated material. This area will be
a high ground site approved by a representative of DCM prior to construction. The chosen method of
containing the spoil will also be approved by the Division prior to construction.
While the application does not reflect exactly the same square footage impacts to the wetlands, these
determinations were made by field inspection.

10. ANTICIPATED IlVIPACTS
The replacement of Bridge #17 will increase the navigability of Mott's Creek. The upgrading of the
road system with the rip rap for stabilization will cause to be filled approximately 2918 square feet of
mixed marsh, and 7355 square feet of high ground. Approximately 618 square feet of high ground and
390 square feet of mixed marsh will be excavated landward and surrounding the existing abutments for
the placement of the core slab section. Approximately 1968 square feet of open water will be
incorporated by this structure.
The shoulders will reflect a 2:1 slope, and will be vegetated. While there does not appear to be the
necessity to widen the shoulders at this site, the Department has stated that this is policy, and has
minimized the impact with the use of 2:1 slopes. The creek bank under and around the bridge will be
stabilized with rip rap.
There will be a resultant increase of approximately 26% in impervious surface coverage over that
existing.
Submitted by: T. Barrett Date: 1/18/95 Office: Wilmington
Please type or print. Carefully describe
all anticipated development activ' ' I V
including construction, excavatio D o plan to build a marina, also
filling, paving, land clearing, a torm- co 1 e and attach Form DCM-MP-2.
water control. If the requested i ° a 1 L?
is not relevant to your project, write 2 bgg Is the proposed activity maintenance of an
N/A (not applicable). Items 1-4 and 8-9 existing project, new work, or both?
must be completed for all projects. DIVISION OF Both
COASTAL MANAG
1 APPL =CANT c. Will the project be for community, private
a. Name NC Dept. of Transportation
ATTN: Mr. B. J. O'Quinn
Address P. O. Box 25201
City Raleigh State NC
Zip 27611 Day Phone [phone]
x Landowner or Authorized agent
b. Project name (if any) B-2596
c. If the applicant is not the landowner,
also give the owner's name and address.
N/A
2 LOCAT =ON OF
PROPOSED PROJECT
or commercial use?
Public Transportation/Community
d. Describe the planned use of the project.
Public Transportation
4 LAND AND WATER
CHARACTER 2 ST = CS
a. Size of entire tract +/- 0.5 acre
b. Size of individual lot(s) N/A
c. Elevation of,tract above mean sea level or
National Geodetic Vertical Datum
1.653m (5.4') NAVD 1929
d. Soil type(s) and texture(s) of tract
a. Street address or secondary road number Dark muck
Br. #17 on SR1100 between Wilmington & SR1187
e.
b. City, town, community, or landmark
Mansonboro/Federal Point Townships
c. County
New Hanover
Vegetation on tract Tidal freshwater
marsh (Cladium, spartina)
f. Man-made features now on tract road & bridge
g. What is the CAMA Land Use Plan
d. Is proposed work within city limits or Classification of the site (Consult the
planning jurisdiction? No local land use plan.)
e. Name of body of water nearest project
Mott Creek
3 DE SCR =PT ION AND
PLANNED USE Off'
PROPOSED PROJECT
a. Describe all development activities you
propose (for example, building a home,
motel, marina, bulkhead, or pier).
Replace bridge over Mott Creek and
improve approaches
x Conservation Transitional
Developed _ Community
Rural Other
h. How is the tract zoned by local government?
North of Creek: I-2 (Industrial); South
of Creek: R-15 (Residential)
i. How are adjacent waters classified?
C/SW
j. Has a professional archaeological survey
been carried out for the tract? No If so,
by whom?
3/91
Surface Runoff
5 UPLAND DEVELOPMENT
Complete this section if the projeTies and land development.
a. Type.and number of building, fa 7
1994
or structures proposed one 2x12.5 m core m. Water supply source N/A
slab bridge & approach shoulder widening„
'-""oject is oceanfront development,
N- I
"
b. Number of lots or parcels N/A COASTAL MAMA the steps that will be taken to
maintain established public beach access-
c. Density (Give the number of residential ways or provide new access.
units and the units per acre.) N/A N/A
d. Size of area to be graded or disturbed
+/- 3100 square feet
e. If the proposed project will disturb more
than one acre of land, the Division of
Land Resources must receive an erosion and
sedimentation control plan at least 30 days
before land disturbing activity begins. If
applicable, has a sedimentation and erosion
control plan been submitted to the Division
of Land Resources? N/A
f. Give the percentage of the tract within 75
feet of mean high water to be covered by
impermeable surfaces, such as pavement, Access channel
buildings, rooftops. (MLW) or (NWL)
+/- 24% (Roadway Pavement/ROW)
Boat basin
g. List the materials, such as mari, paver
stone, asphalt, or concrete, to be used Other (break-
for paved surfaces. water, pier,
.Concrete and asphalt boat ramp,
rock jetty)
h. If applicable, has a stormwater management Fill placed in
plan been submitted to the Division of wetland or below
Environmental Management? N/A MHW
i. Describe proposed sewage disposal and/or Upland fill
waste water treatment facilities. areas
N/A
j. Have these facilities received state or
local approval? N/A
o. If the project is on the oceanfront, what
will be the elevation above mean sea level
of the first habitable floor? N/A
C, EXCAVAT 2ON AND IF=LL
=NFO11PgLA91!=ON
a. Describe below the purpose of proposed
excavation or fill activities (excluding
bulkheads, which are covered in Section 7).
Length Width Depth
SEE ENCLOSED
SHEETS
b. Amount of material to be excavated from below
water level in cubic yards 74m3 (97 cy)
c. Type of material Existing roadway fill
k. Describe existing treatment facilities. d. Does the area to be excavated include
N/A marshland, swamps, or other wetlands?
No, existing roadway fill
1. Describe location and type of discharges to e. High ground excavation, in cubic yards
waters of the state (for example, surface 202 m3 (265 cy)
runoff, sanitary wastewater, industrial/
commercial effluent, "wash down").
f. Dimensions of spoil disposal area c. Shoreline erosion during preceding 12 months,
Upland disposal site, not yet determined in feet N/A
g. Location of spoil disposal area Upland d. Type of bulkhead material Class "B" stone
disposal site, not yet determined
of fill, in cubic yards, to be placed
h. Do you claim title to the dispo J.-We can high water North side = +/- 5 cy
N/A If no, at h a South side = +/- 4.5 cy
letter granting permission from ow.27f?g fill material Class "B" stone
i. Will a disposal area be available for future
maintenance? N/A DIVISION OF
If so, where? COASTAL MANa =T20NAT. =NFORMATION
j. Does the disposal area include any marsh- In addition to the completed application form,
land, swamps, or water areas? the following items must be submitted:
No
k. Will the fill material be placed below mean A copy of the deed (with state application only)
high water? Yes or other instrument under which the applicant
claims title to the affected property. If the
1. Amount of fill in cubic yards 38.2m3(50.8cy) applicant is not claiming to be the owner of
said property, then forward a copy of the deed
m. Type of fill material suitable & granular or other instrument under which the owner claims
borrow material title, plus written permission from the owner to
n. Source of fill material suitable borrow pit carry out the project.
o. Will fill material be placed on marsh or
other wetlands? Yes
p. Dimensions of the wetland to be filled
See enclosed table
q. How will excavated or fill material be kept
on site and erosion controlled?
Stringent NCDOT erosion control measures
r. What type of construction equipment will be
used (for example, dragline, backhoe, or
hydraulic dredge)? Highway construction
equipment (ie, bulldozer, backhoe, pile
driver).
s. Will wetlands be crossed in transporting
equipment to project site? No If yes,
explain steps that will be taken to
lessen environmental impacts.
7
a
b.
An accurate work plat (including plan view and
cross sectional drawings) drawn to scale in
black ink on an 8 1/2 x 11 white paper. (Refer
to Coastal Resources Commission. Rule 7J.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 18 high 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 site. Include
county road (SR) numbers, landmarks, and the
like.
A stormwater management plan, if applicable,
that may have been developed in consultation
with the Division of Environmental Management.
SHOREL=NE
STAB =L= ZAT ION A list of the names and complete addresses of
The adjacent waterfront (riparian) landowners.
Length of bulkhead or riprap North side = These individuals have 30 days in which to submi
19m (621); South side = 17m (56') comments on the proposed project to the Division
Average distance waterward of mean high of Coastal Management and should be advised by
water or normal water level Riprap on shore- the applicant of that opportunity.
line
Name
Address
Name SEE ENCLOSED SHEET
Address
Name
Address
A list of previous state or federal permits
issued for work on the project tract. Include
permit numbers, permittee, and issuing dates.
404 NWP 23 (Action ID No. 199303655) issued
August 16, 1993
A check for $250 made payable to the
Department of Environment, Health and Natural
Resources to cover the costs of processing
the application.
A signed AEC hazard notice for projects in
oceanfront and inlet areas.
A statement on the use of public funds. If
project involves the expenditure of public
funds, attach a statement documenting
compliance with the North Carolina
Environmental Policy Act (N.C.G.S. 113A-1 to
9 CERT =F =CAT =ON AND
3?E1RM2 S S ION TO
ENTER ON T22?140D
the
Any permit issued in response to this applicatior
will allow only the development described in the
application. The project will be subject to
conditions and restrictions contained in the
permit.
I certify that to the best of my knowledge, the
proposed activity complies with the State of
North Carolina's approved Coastal Management
Program and will be conducted in a manner
consistent with such program.
I further certify that I am authorized to grant,
and do in fact, grant permission to represent-
atives 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.
10).
R D T-17 r(,l TM TM
DEC 2 7 1994
DIVISION OF
COASTAL MANAGEMENT
This is the L?:_ day of 1J _ CGM Pf;N, 19 1 46
6a. Describe below the purpose of proposed excavation or
fill activities (excluding bulkheads, which are covered
in Section 7).
Access channel
(MLW) or (NWL)
Boat basin
Other (break-
water, pier,
boat ramp,
rock jetty)
Fill placed in
wetland;
NORTHEAST
SOUTHWEST
Upland fill
areas
Length Width Depth
N/A N/A N/A
N/A N/A N/A
N/A N/A N/A
+/- 40M +/- 2M N/A
(+/- 131') (+/- 6.5')
+/- 29M +/- 1.5M N/A
(+/- 95') (+/- 4.9')
+/- 25M +/- 2M N/A
(+/- 82') (+/- 6.5')
0 0 0
6.p Dimensions of the wetland to be filled.
Northeast Side = +/- 40M (1311) x +/- 2M (6.51) = 851sf
Southeast Side = +/- 29M (95') x +/- 1.5M (4.91) = 465sf
Southwest Side = +/- 25M (821) x +/- 2M (6.51) = 533sf
1849sf (0.04 ac)
FSEC 2 7 1994
DIVISION OF
COASTAL MANAGEMENT
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DEC 2 7 1994
.DIVISION OF
COASTAL MANAGEMENT
? n
s\ J v
1 }
8-2?9E GA& 017 _
PRO J. SITE
N.C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
NEW HANOVER COUNTY
PROJECT 8.2250301
B-2596
REPLACEMENT OF BRIDGE 17
OVER MOTT CREEK
PAGE 1 OF 14
DECEMBER, 1994
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N. C.- -DEPARTMENT OF TRANSPORTATION

'
TRANSMITTAL SLIP -
DATE
T REF;'NO. OR ROOM, BLDG.
FROM: - REF. NO, OR ROOM, IRLPG.
ACTION
? NOTE AND FILE - ?: PER OUR CONVERSATION'S
? NOTE AND;RETURN TO ME -? PER YOUR REQUEST
? RETURN WITH 'MORE DETAILS ? FOR YOUR APPROVAL -
? NOTE AND SEE. ME ABOUT THIS ?_.FOR YOUR INFORMATION.
? PLEASE ANSWER ? FOR YOUR COMMENTS
? PREPARE REPLY FOR lMY SIGNATURE ?_SIGNATURE• .
? '.TAKE APPROPRIATE ACTION ?"INVESTIGATE AND REPORT
C OMMENTSi.'?

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STATE OF NORTH CAROLINA
DEPARTMENT OF TP ANSPORTATION
JAMES B. HUNT. JR. DIVISION OF HIGHWAYS
GOVERNOR P.O. BOX 25201, RALEIGH, N.C. 27611-5201
May 8, 1995
Division of Coastal Management
North Carolina Department of Environment,
Health, and Natural Resources
P.O. Box 27687
Ra.leigh,,North Carolina, 27611
ATTENTION: Mr. John Parker
Dear Sir:
SUBJECT: New Hanover County - Replacement of
17 on SR 1100 over Mott Creek; State
8.2250301; T.I.P. No. B-2596
p5o<¢
?v
R. SAMUEL HUNT I II
SECRETARY
RECEIVED
MAY 151995
EM410 -NTALSCIENCES
Bridge No.
Project No.
Reference CAMA Permit No. 28-95, issued to the North
Carolina Department of Transportation on April 17, 1995 for .r
the referenced project. NCDOT has not yet included this
permit in the construction contract. Permit Condition No. 2
imposes a construction moratorium on excavation and filling
from February 1 through September 30 of any year. This means
that site work can only be conducted during four months of
any given year. We have been informed by our design staff
that the construction can be completed in six consecutive
months. With this moratorium, the work would have to be
suspended after four months, and construction would be
resumed the following year.
In our opinion, it would be more prudent to complete the
site work once it is initiated. Disruption of the site on
two separate occasions may do more damage to local aquatic
resources than a single complete construction phase. we
hereby request a modification of this construction moratorium
to extend from February 1 through August 1. This would allow
us six months to complete the construction of the new bridge
in one phase. If this modification is issued, we expect to
begin construction on August 2, 1995 and complete any
activities requiring excavation or filling by January 30,
1996.
G)
r ,
Thank you for your assistance. If you have any
questions, please contact Cyndi Bell in Raleigh at (919) 733-
3141, extension 306.
Sincerely,
David Robinson, Ph.D., P.E.
Director, Permits and Mitigation
Planning and Environmental Branch
-cc: Mr. John Dorney, DEM
District Engineer, COE
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