20030195 Ver 1_COMPLETE FILE_20030220

i_
IN REPLY REFER TO
Regulatory Division
Action ID No. 200310393
County of Dare
C/O Edward L. Mann
Post Office Box 1000
Manteo, North Carolina 27954
Dear Mr. Mann:
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
Washington Regulatory Field Office
P.O. Box 1000
Washington, North Carolina 27889-1000
March 6, 2003
03- 0/
03 /,3/b
INE?tAND
2003
w??i?EETION
On July 24, 2000, we renewed General Permit No. 198000291 (copy enclosed), which
provides Federal authorization for construction activities that receive authorization from
the State of North Carolina.
A review of your application received March 3, 2003, for Department of the Army (DA)
authorization to construct an access road, on property located off U.S. Highway 264, adjacent
to an unnamed tributary to Spencer's Creek, near Manns Harbor, in Dare County, North
Carolina, indicates it to be a candidate for Federal authorization under this general permit.
Accordingly, the administrative processing of your application will be accomplished by the
North Carolina Division of Coastal Management. Comments from Federal review agencies
will be furnished to the State.
If your application must be withdrawn from this general permit process for any reason, you
will be informed regarding its further management. If there are no unresolved differences in
State-Federal positions or policies, the final action taken on your application by the State will
result in your receiving written notice from us that your application is consistent with the general
permit and you may commence your activity. Only after receiving such confirmation should you
begin work.
?a
-2-
Your application, pursuant to Section 404 of the Clean Water Act, has been assigned Action
ID No. 200310393 and will be coordinated by Mr. Raleigh Bland in our Washington Regulatory
Field Office. Mr. Bland is available at telephone [phone], extension 23.
Sincerely,
Raleigh Bland, P.W.S.
Regulatory Project Manager
Enclosure
Copies Furnished (without enclosure):
Mr. Doug Huggett
Division of Coastal Management
North Carolina Department of Environment
and Natural Resources
1638 Mail Service Center
Raleigh, North Carolina 27699-1638
John Domey
W r Quality Section
ivision of Environmental Management
North Carolina Department of Environment
and Natural Resources
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
Mr. Ted Sampson, District Manager
Elizabeth City Regional Office
North Carolina Division of Coastal Management
1367 U.S. 17 South
Elizabeth City, North Carolina 27909

. A.,
IN REPLY REFER TO
Regulatory Division
Action ID No. 200310393
Mr. John Domey
Division of Environmental Management
North Carolina Department of Environment
and Natural Resources
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
Dear Mr. Dorney:
WETLANDS/ 401 GROUP
MAR 1 1 2003
WATER QUALITY SECTION
Please reference the application of the County of Dare for Department of the Army (DA)
authorization and a State Water Quality Certification to construct an access road, on property
located off U.S. Highway 264, adjacent to an unnamed tributary of Spencer's Creek, near
Manns Harbor, in Dare County, North Carolina. Your receipt of this letter verifies your
acceptance of a valid request for certification in accordance with Section 325.2(b)(ii) of
our administrative regulations.
We are considering authorizing the proposed activity pursuant to Section 404 of the Clean
Water Act, and we have determined that a water quality certification is required under the
provisions of Section 401 of the same law. A Department of the Army permit will not be
granted until the certification has been obtained or waived.
In accordance with our administrative regulations, in most cases, 60 days after receipt
of a request for certification is a reasonable time for State action. Therefore, if you have
not acted on the request, or asked for an extension of time, by May 6, 2003, the District
Engineer will deem that waiver has occurred.
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
Washington Regulatory Field Office
P.O. Box 1000
Washington, North Carolina 27889-1000
March 6, 2003
J
- .i,
-2-
Questions or comments may be addressed to Mr. Raleigh Bland, Washington Regulatory
Field Office, Regulatory Division, telephone [phone], extension 23.
Sincerely,
YA4U14
Raleigh Bland, P.W.S.
Regulatory Project Manager
Copies Furnished:
Mr. Doug Huggett
Division of Coastal Management
North Carolina Department of Environment
and Natural Resources
1638 Mail Service Center
Raleigh, North Carolina 27699-1638

t
United States Department of the Interior a 3 /& //
FISH AND WILDLIFE SERVICE
Raleigh Field Office
Post Office Box 33726
Raleigh, North Carolina 27636-3726
April 4, 2003
Mr. Raleigh W. Bland
U. S. Army Corps of Engineers
Washington Regulatory Field Office
P. O. Box 1000
Washington, North Carolina 27889-1000
"PICA
1 '9
0444,
Subject: ID No. 200310393, Dare County Landfill, Dare County, NC
Dear Mr. Bland:
This letter provides the comments of the U. S. Fish and Wildlife Service (Service) on the subject
Public Notice (PN), dated February 19, 2003. The applicant, Dare County, has submitted an
application for processing under the Coastal Area Management Act (CAMA)-Corps permit
processing agreement. The proposed work is designated as the Cub Road Entrance Improvement
Project. These comments are submitted in accordance with the Fish and Wildlife Coordination
Act (48 Stat. 401, as amended; 16 U.S.C. 661-667d) and section 7 of the Endangered Species Act
(ESA) of 1973, as amended (16 U.S.C. 1531-1543). They are to be used in your determination of
compliance with 404(b)(1) guidelines (40 CFR 230) and in your public interest review (33 CFR
320.4) as they relate to protection of fish and wildlife resources.
The existing 836-acre tract containing the landfill is bordered by U.S. Highway 264 to the east.
Most of the land has been cleared and existing vegetation consists of pines, red bay, and grasses.
The landfill is directly bordered on the north, west, and south by Alligator River National
Wildlife Refuge (ARNWR) under the jurisdiction of the Service. Cub Road is a dirt roadbed
running perpendicular to U. S. 264 and approximately 900 yards south of Link Road, the existing
road entering the landfill. Cub Road runs from Bear Road which is on ARNWR, through the
center of lands owned by Dare County and south of the landfill, and dead-ends at the canal
parallel to U.S. 264. Highway U.S. 264 and other roads in the area are bordered on one side by a
canal system. The canals along Cub and Grouse Roads drain west to the canal along Bear Road.
The canal along Bear Road drains south to the intersection with Grouse Road and then further
west through the agricultural lands of the refuge. The refuge operates a pump station at the
intersection of Grouse and Long Curve Roads that receives runoff from the landfill.
The Field Investigation Report (FIR) of the North Carolina Division of Coastal Management
(DCM) states that the applicant proposes to construct a second entrance, or driveway connection,
to the Dare County Construction and Demolition Landfill on U.S. 264. Cub Road on the landfill
site is currently separated from U.S. 264 by a man made canal. Two corrugated metal pipes (60
2
inches in diameter by 72 feet long) would be placed in the canal, an unnamed tributary to
Spencer's Creek. The pipes would be covered.with fill material to form the base of a 30-foot
wide driveway at the elevation of existing U.S. 264. From the new crossing site, Cub Road
would be extended westward for 70 feet with reinforced concrete pavement.
The proposed work is considered to be Phase I of the Cub Road Extension. Future work would
upgrade Cub Road from the new access point on U.S. 264 westward to Bear Road on ARNWR.
A new solid waste transfer station is proposed adjacent to Cub Road. The project narrative
prepared by Applied Water Technology states that the proposed Cub Road entrance would
provide "easy access to the landfill's southern expansion project areas," and "accommodate an
increased traffic load.
The proposed work would have both direct, immediate impacts and longer-term, secondary
impacts. The direct impacts are relatively minor. The FIR states that 1,008 ft2 (0.02 acre) of
Public Trust Area would be dredged. Approximately 20,800 fe (0.47 acre) of Public Trust Area
and Public Trust Shoreline would be filled and 4,500 ft2 (0.10 acre) of Public Trust Shoreline
would covered by an impervious surface. The total area disturbed is expected to be 40,408 ft2
(0.927 acre). No compensatory mitigation is proposed.
The major concerns of the Service involve the secondary and cumulative impacts of the ongoing
landfill operation and the increased activities facilitated by the proposed Cub Road entrance. As
an adjacent landowner of the landfill, ARNWR was notified of the proposed construction. The
refuge expressed concerns related to the action in a letter to the DCM dated November 26, 2002.
The Service now reiterates these concerns and requests that the DCM and Corps consider these
issues in their public interest review.
Refuge Manager Mike Bryant stated that the Cub Road extension in conjunction with the
existing Link Road access point would inevitably increase the number of waste disposal trucks
using the Bear Road on the refuge. Increased truck traffic on this refuge road creates a highly
undesirable situation that is not in the best interest of wildlife management on the refuge.
The refuge is also concerned that the odors of waste food from the Solid Waste Transfer Station
to be built along Cub Road would attract black bears (Ursus americanus). Bears attracted to
areas used by people may lose their fear of humans and become dangerous if provoked. Besides
the adverse impacts of creating an artificial food source for wildlife, human-bear conflicts at
unrestricted food sources can lead to possible injury to people and the destruction of "problem"
bears.
The refuge is concerned that water draining from the landfill to the refuge will increase pollution
and degrade water quality. As noted, the canal along Cub Road (the southern boundary of the
current landfill) flows west to the canal along Bear Road. From the intersection of Bear and
Grouse Roads, the drainage water flows southwest through cooperative farming areas to a refuge
pump station. The U. S. Geological Survey (USGS) and the Service have documented
3
environmental degradation of Cub Road canal sediments (Winger and Lasier 2002). The USGS
and Service staff from both this office and the refuge have met with the Dare County Manager
who is unwilling to redress this contamination. This decision gives the Service great concern
about future operations at the landfill
The increased traffic load noted in the project narrative may result in increased amounts of trash
being washed or blown onto the refuge. The handling of trash at the future Solid Waster
Transfer Station creates an opportunity for trash to be dropped from or blown off vehicles.
Refuge staff have already noted trash floating in canals near the landfill. This trash diminishes
the natural experience the refuge wishes to create.
The Service has reviewed available information on Federally threatened or endangered species
known to occur in Dare County. We have also reviewed information from the North Carolina
Natural Heritage Program (NCNHP) database on the reported occurrence of these species in the
project area. Current data indicate that no listed species have been reported near the project site
and the developed nature of the landfill site makes it unlikely that habitat for these species would
be impacted. Therefore, we believe the proposed action is not likely to adversely affect any
Federally-listed endangered or threatened species under our jurisdiction and that the Corps'
requirements under section 7(a)(2) of the ESA would be satisfied. We remind you that
obligations under section 7 consultation must be reconsidered if. (1) new information reveals
impacts of this identified action that may affect listed species or critical habitat in a manner not
previously considered; (2) this action is subsequently modified in a manner that was not
considered in this review; or, (3) a new species is listed or critical habitat determined that may be
affected by the identified action.
The Service considers the conservation efforts of ARNWR to be very important and deserving of
all feasible efforts to avoid and minimize adverse impacts to refuge resources. With careful
planning directed at controlling the secondary impacts of the landfill, the resources of the refuge
can be protected. We recommend the following design features and construction techniques for
inclusion in project plans:
1. Two project designs could prevent an increase in vehicle traffic on Bear Road within the
refuge. First, a new connector road could be built to connect Link and Cub Roads
through one of the farm fields within the landfill that would be west of the present and
planned disposal cells and east of the Bear Road canal as recommended by the refuge in
November 2002. Second, the existing Link Road could be closed and the canal crossing
near U.S. 264 removed and restored. This would alleviate the safety concerns with Link
Road that is adjacent to the Dare County Shooting Range. Furthermore, the landfill cells
adjoining Link Road have reached permitted capacity. From the new Cub Road access
side roads could be constructed to the north and south to access all parts of the landfill.
Cub Road would dead-end east of the Bear Road canal on the refuge and all access roads
from Cub Road would be well east of the Bear road canal;
4
2. To avoid potential bear-human conflicts, the applicant should construct a barrier, or some
form of "bear proof' fencing, around any area that could attract bears;
3. To avoid a degradation of water quality on the refuge, the applicant should begin a
stormwater retention and stormwater quality monitoring program at the landfill. This
program to detect harmful contaminants already documented to be moving from the
landfill to the refuge should include canal surface water and sediment; and,
4. To prevent loose trash from being blown or washed from the landfill to the refuge, the
applicant should develop and implement a Trash Abatement Program to control the
release of trash and/or collect such trash while it still within the landfill.
Overall, the Service recommends that the DCM and the Corps request that the applicant consider
our recommendations prior to the issuance of any permit. We appreciate the opportunity to
provide these comments for the protection and enhancement of fish and wildlife resources, and
we would be pleased to meet with you and the applicant to review our recommendations. Please
advise us of any action taken by the Wilmington Corps District. If you have questions regarding
these comments, please contact Howard Hall at 919-856-4520, ext. 27 or by e-mail at <
howard hall2fws. gov >.
Sincerely,
Dr. Garland B. Pardue
Ecological Services Supervisor
Literature cited:
Winger, P. V. and P. J. Lasier. 2002. Alligator River national Wildlife Refuge: Potential
impacts from Dare County landfills. U. S. Geological Survey, Patuxent Wildlife
Research Center. Athens, GA.
cc:
Mike Bryant, Manager, ARNWR, Manteo, NC
Kathy Matthews, US EPS, Athens, GA
Ron Sechler, NMFS, Beaufort, NC
Doug Huggett, NC Division of Coastal Management, Raleigh, NC
David McHenry, NC Wildlife Resources Commission, Washington, NC
x.-Mr. John Dorney, NC Division of Water Quality, Raleigh, NC
Edward Mann, Dare County Public Works, Manteo, NC
Charles D. Blackwell, Applied Water Technology, Cary, NC
(-S-01K

IN REPLY REFER TO
Regulatory Division
Action ID No. 200310393
03h/(,
WETLANDS 1401 GROUP
APR 2 .9 2003
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
Washington Regulatory Field Office
P.O. Box 1000
Washington, North Carolina 27889-1000
April 21, 2003
Mr. Doug Huggett
Division of Coastal Management
North Carolina Department of Environment
and Natural Resources
1638 Mail Service Center
Raleigh, North Carolina 27699-1638
Dear Mr. Huggett:
WATER QUALITY SECTION
Reference the application of Dare County for a Department of the Army (DA) permit to
construct an access road on property located off U.S. Highway 264, adjacent to an unnamed
tributary to Spencer's Creek, near Mains Harbor, in Dare County, North Carolina.
The Federal agencies have completed review of the proposal as presented by the application
and your field investigation report.
We recommend that the following conditions be included in the State authorization:
1. All work authorized by this permit must be performed in strict compliance with
the permit plans, which are a part of this permit.
2. No vegetated wetlands will be excavated or filled outside of the authorized area.
3. The temporary placement or double handling of excavated or fill materials within
waters or vegetated wetlands are not authorized.
4. The fill material will be clean and free of any pollutants except in trace quantities.
Metal products, organic materials, or unsightly debris will not be used.
4
-2-
Questions or comments may be addressed to Mr. Raleigh Bland, Washington Field Office,
Regulatory Divisib.Y", telephone [phone], extension 23.
Sincerely,
Raleigh Bland, P.W.S.
Regulatory Project Manager
Copies Furnished:
Mr. John Dorney
Water Quality Section
Division of Environmental Management
North Carolina Department of Environment
And Natural Resources
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
Mr. Garland B. Pardue
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Mr. Ron Sechler
National Marine Fisheries Service
Habitat Conservation Service
Pivers Island
Beaufort, North Carolina 28516
Mr. David Rackley
NMFS, Habitat Conservation Division
219 Fort Johnson Road
Charleston, South Carolina 29412-9110

-3-
Mr. Ronald J. Mikulak, Chief
Wetlands Regulatory Section
Water Management Division
U.S. Environmental Protection Agency
61 Forsyth Street, SW
Atlanta, Georgia 30303
Mr. Ted Sampson, District Manager
Elizabeth City Regional Office
North Carolina Division of Coastal Management
1367 US 17 South
Elizabeth City, North Carolina 27909
W AT fiR?G
>
o ?
Alan W. Klimek, PE, Director
Division of Water Quality
April 10, 2003
County of Dare
PO Box 1000
Manteo, NC 27954
Subject Property: Dare County C&D Landfill, Cub Road at US 264, Manns Harbor, NC
Spencer Creek [03-01-51, 30-18-2, SC]
APPROVAL of 401 Water Quality Certification (GC3351)
To Whom It May Concern:
DWQ Project # 03-0195
Dare County
Page 1 of 2
You have our approval, in accordance with the attached conditions, to dredge 0.02 acres of waters and fill 0.06 acres of
waters to construct the entrance road at the subject property as described in your application received by the Division of
Water Quality (DWQ) Wetlands/401 Unit on February 20, 2003. After reviewing your application, we have determined that
the water impacts are covered by the Division of Water Quality (DWQ) General Water Quality Certification Number 3351.
This Certification allows you to General Permit No. 198000291 when issued by the US Army Corps of Engineers
(USACE). In addition, you should get or otherwise comply with any other federal, state and local requirements before you
go ahead with your project including (but not limited to) erosion and sediment control regulations and LAMA. Also, this
approval will expire when the accompanying 404 permit expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application. If you change your project,
you must notify us and you may be required to send us a new application. If total fills for this project (now or in the future)
exceed one acre of wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A
NCAC 2H .0506 (h). For this approval to be valid, you must follow the conditions listed in the attached certification and
those listed below.
Additional Conditions:
• Written. Stormwater Management Plan
An additional condition is that a final, written stormwater management plan shall be approved in writing by
this Office before the impacts specified in this Certification occur. The stormwater management plan must
include plans and specifications for stormwater management facilities that are appropriate for surface
waters classified as "SC" and designed to remove 85% TSS according to the most recent version of the NC
DENR Stormwater Best Management Practices Manual. These facilities must be designed to treat the
runoff from the entire project, unless otherwise explicitly approved by the Division of Water Quality. Also,
before any permanent building is occupied at the subject site, the facilities (as approved by this Office)
shall be constructed and operational, and the stormwater management plan (as approved by this Office)
shall be implemented. The structural stormwater practices as approved by this Office as well as drainage
patterns must be maintained in perpetuity. No changes to the structural stormwater practices shall be made
without written authorization from the Division of Water Quality.
A State Stormwater Permit (15 A NCAC 2H .1000) can be considered to meet this condition.
If you do not accept any of the conditions of this Certification (associated with the approved water impacts), 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
Michael F. Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetlands/
Page 2 of 2
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 Bob Zarzecki at 919-733-9726.
Sincerely,
Alan W. Klimek, P.E.
NC DWQ, Director
Attachment: GC 3351
Cc: Edward Mann, Dare County Public Works, PO Box 1000, Manteo, NC 27954
Doug Huggett, DCM
USACE Washington Regulatory Field Office
Tom Steffens, DWQ Washington Regional Office
File Copy
Central Files
bz
DWQ 030195
April 10, 2003
O?O? W AT ?R?G
Michael F. Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
U Alan W. Klimek, PE, Director
Division of Water Quality
April 4, 2003
DWQ Project # 03-0195
Dare County
County of Dare
PO Box 1000
Manteo, NC 27954
Subject Property: Dare County C&D Landfill, Cub Road at US 264, Manns Harbor, NC
Spencer Creek [03-01-51, 30-18-2, SC]
APPROVAL of 401 Water Quality Certification (GC3351)
To Whom It May Concern:
You have our approval, in accordance with the attached conditions, to dredge 0.02 acres of waters and fill 0.06 acres of
waters to construct the entrance road at the subject property as described in your application received by the Division of
Water Quality (DWQ) Wetlands/401 Unit on February 20, 2003. After reviewing your application, we have determined that
the water impacts are covered by the Division of Water Quality (DWQ) General Water Quality Certification Number 3351.
This Certification allows you to General Permit No. 198000291 when issued by the US Army Corps of Engineers
(USACE). In addition, you should get or otherwise comply with any other federal, state and local requirements before you
go ahead with your project including (but not limited to) erosion and sediment control regulations and CAMA. Also, this
approval will expire when the accompanying 404 permit expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application. If you change your project,
you must notify us and you may be required to send us a new application. If total fills for this project (now or in the future)
exceed one acre of wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A
NCAC 2H .0506 (h). For this approval to be valid, you must follow the conditions listed in the attached certification.
If you do not accept any of the conditions of this Certification (associated with the approved water impacts), 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- Act. If you have
any questions, please telephone Bob Zarzecki at 919-733-9726.
Sincerely, 410-
Alan W. Klimek, P.E.
NC DWQ, Director
Attachment: GC 3351 Tr? , ?w
Cc

Edward Mann, Dare County Public Works, PO Box 1000, Manteo, NC 27954
Doug Huggett, DCM
USACE Washington Regulatory Field Office Ldt.
Tom Steffens, DWQ Washington Regional Office
File Copy
Central Files
A
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetlands/
P
BOA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Govemor Donna D. Moffitt, Director William G. Ross Jr., Secretary
February 17, 2003
MEMORANDUM:
TO:
FROM:.
SUBJECT:
Applicant:
Project Location:
Proposed Project:
. 3.01 5 .:.
vJ?
=i
I!s U FM 20
Mr. John R. Dorney
Environmental Biological Supervisor W
Division of Water Quality WATRTYgECT?,y
Doug Huggett
Major Permits Processing Coordinator
CAMA/DREDGE & FILL Permit Application Review
Dare County - Dare Construction & Demolition Landfill
US 264 near Manns Harbor in Dare County adjacent a manmade canal off
Spencer Creek
Construct a second entrance and roadway to the county construction &
demolition landfill
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by March 10, 2003. If you have any questions regarding the proposed project, please contact
Frank A. Jennings at [phone]. 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.
SIGNED DATE
1367 US. 17 South, Elizabeth City,. North Carolina 27909
Phone: [phone] t FAX: [phone] Internet: http://dcm2.enr.state.nc•us
An Equal Opportunity 1 Affirmative Action Employer - 50% Recycled 110% Post Consumer Paper

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DCM % DWQ %
Development Type FEE (143001601 [phone] 6253) (24300 1602 435100095 2341
1. Private, non-commercial
development that does not Involve
5250
100%(S250) 0°i° (SOJ
the filling or excavation of any
wetlands or open water areas:
Public cr cornmefcial development
II
.
that does not involve the filling or
$400
100%($400) 0% (SO)
excavation of any wetlands or open
water areas:
III. For development that involves the
filling and/or excavation of up to i
acre of wetlands and/or open water
areas, determine if A, S. C, or D
below applies:

Ill(A). For Private, non-commercial
0% (SO)
development, If General water Quality $250 100%($250)
Certification No.3301 (see attached)
can be applied:
III(B): For public or commercial 0°!° (SO)
development, If General water Quality $400 100% (5400) .
Certification No.3301 (see attached)
can be applied:
III(C). If General Water Quality
Cerilficatian No. 3301 (see attached)
could be applied, but DCM staff
$400 60%(S240) 40% (5160)
determined that additional review and
written DWQ concurrence is needed
because of concerns related to water
quality or aquatic life:
eneral Water Quality
n No. 3301 (see attached) 5400 60%(S240) 40%($160).
l ean applied:
notbe
E
velopment that involves
nd /or excavation of more
$475
60% (5285) 40% (5190)
cre of wetlands and/or
r areas:
J
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Dare County, Cub Road Entrance Improvements - Dare Construction &
Demolition Landfill
2. LOCATION OF PROJECT SITE: 3 miles southwest of US 264 junction with US 64, Mantis Harbor,
Dare County and on a manmade canal off Spencer Creek
Photo Index - None Available
State Plane Coordinates - X: 2945200 Y: 773200 East Lake NC SE UR
GPS: E120317A
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 12/03/02
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received - 02/03/03
Office - Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Dare County
Land Classification From LUP - Conservation
(B) AEC(s) Involved: PTA, PTS
(C) Water Dependent: Yes
(D) Intended Use: Public
(E) Wastewater Treatment: Existing - N/A
Planned - N/A
(F) Type of Structures: Existing - Landfill
Planned - Second entrance road with canal crossing
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
n.o.?nod 1p;11-A C)thPr
A Public Trust Area .1 ,008 s .ft. 2,800 s q. ft.
B Public Trust Shoreline 18,000 s q. ft. 4500 s q. ft. Impervious
C Non AEC IM acts 15,000 s q. ft.
(D) Total Area Disturbed: 40,408 sf (0.927 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SC Open: No
8. PROJECT SUMMARY: The applicant proposes to construct a second entrance and roadway to the
county construction and demolition landfill across an unnamed tributary of Spencer's Creek located on
US 264 near Manns Harbor, Dare County.
Dare County - Cub Road Entrance Improvements -
Dare County Construction & Demolition Landfill
Field Investigation Report
Page Two
The proposed development activity is located at the Dare County Landfill, Manns
Harbor community located on the west side of US 264 approximately three miles southwest of
the junction of US 64 and US 264 and approximately 10.5 miles north of Stumpy Point and
approximately 4 miles southwest of Manns Harbor. The property contains 836 acres and
appears to the mostly prior converted farmland that is being used as a county landfill. The
area of development is located 900 yards south of the existing entrance and along US 264. A
canal system runs along the highway and drains, not only the landfill property, but also the
adjacent properties that are controlled by the US Department of the Interior and are parts of the
Alligator River National Wildlife Refuge. The canal connects to Spencer's Creek. The canal
is approximately 30 feet wide and approximately 5 ft. deep with a mucky bottom. The existing
landfill entrance consists of a double culvert with fill and a rock roadbed.
The vegetation at the site consists mostly of pine trees, red bay and reeds. A dirt
roadbed perpendicular to the canal and US 264 exists with a ditch with wetland fringe on either
side of the roadbed. The roadbed ends abruptly at the canal and it appears that the road was
connected to the highway many years ago and may have been used for fire fighting access.
Over time, some of the original crossings were removed to facilitate drainage or were
destroyed by fire. The roadbed is known as Cub Road.
The waters of Spencer Creek and its tributaries are classified as SC and are closed to
shellfish taking.
In order to provide a second entrance to the County landfill, the applicant proposes to
place two 60 in. diameter and 72 ft. long corrugated metal pipes parallel in the canal. A
headwall with wing walls will be constructed at each of the pipe ends to contain fill material
and enough fill material will be placed on the pipes and in the canal to bring the development
up to the elevation of the existing US 264 roadway and the existing Cub Road. The driveway
connection to US 264 will be paved for approximately 70 ft to minimize the introduction of
gravel and dirt on the highway. The driveway will be approximately 30 ft. wide.
Further development to Cub Road will include improving the roadbed for
approximately 800 ft. westward with geo-textile and tensor plastic sub-grade reinforcing
material for stabilization and crush and run with stone for the roadbed. A small ditch will be
crossed by means of 36 in. diameter corrugated metal pipe 67 ft. long with fill material to
grade. The ditch is located approximately 700 ft. from the normal water line of the canal and
is not located within a CAMA Area of Environmental Concern.
Dare County - Cub Road Entrance Improvements -
Dare County Construction & Demolition Landfill
Field Investigation Report
Page Three
Improvements to US 264 include a paved 10 ft. wide "right turn" lane approximately
200 ft. long and a sheet pile retaining wall along the canal bank to retain the fill material
required to construct the turning lane. The retaining wall will be approximately 200 ft. long
and will be an extension of the north wing wall for the Cub Road entrance. The retaining wall
and turn lane will be above the water line and within the right-of-way of US 264.
Anticipated Impacts
The construction of Cub Road entrance will result in the excavation of approximately
1,008 sq. ft. of Public Trust Area (PTA) Area of Environmental Concern (AEC) and the filling
of approximately 2,800 sq. ft. of PTA AEC. Approximately 350 cu yds of fill material will be
placed below NWL for backfill. The paving of the driveway will result in approximately
2,500 sq. ft. of Public Trust Shoreline (PTS) AEC being covered with impervious surface.
The upgrade of Cub Road will result in 15,000 sq. ft. of PTS AEC being filled and
approximately 15,000 sq. ft. of non jurisdictional area being filled.
The construction of the turn lane with the retaining wall will result in approximately
3,000 sq. ft. of PTS AEC within the right-of-way of US 264 being filled and 2,000 sq. ft. of
that area being covered with pavement.
Temporary water turbidity will occur during construction.
Submitted by: Frank A. Jennings, III
Date: February 10, 2003
CAMA MAJOR DEVELOPMENT PERMIT APPLICATION
COUNTY OF DARE, NORTH CAROLINA
FOR
CUB ROAD ENTRANCE IMPROVEMENTS PROJECT
DARE COUNTY CONSTRUCTION / DEMOLITION LANDFILL

ll `
October 2002 OCT 3 0?On")
ELIZAS --TA _,iTy
Prepared for:
County of Dare
Post Office Box 1000
Manteo, North Carolina 27954
Tel: [phone]
Fax: [phone]
Prepared by:
Applied water Technology (AWT)
311 South Academy Street
Cary, North Carolina 27511
Tel: [phone]
Fax: [phone]
E-mail: [e-mail]
APPLIED WATER TECHNOLOGY
Table of Contents
LAMA Permit Application Forms:
Form DCM-MP-1 General Application
Form DCM-MP-5 Bridges and Culverts
Attachments:
Attachment 1 location and site maps
Attachment 2 Project Narrative
Attachment 3 Wetland Delineation Approval & Map
Attachment 4 Property Deed
Attachment 5 Adjacent Property Owner Notification
Attachment 6 stormwat er Management Permit
Attachment 7 List of State / Federal Permits
Attachment 8 workplan Drawings
APPLIED WATER TECHNOLOGY
Form DCyi-M-7-1

OCT
APPLICATION COASTAL MAN,-\GEMENT
EL;ZABEE 4-'H CITY
(To be completed by all applicants)
b. 0%, town, community or landmark
anns Harbor
1. APPLICANT
a. Landowner:
c. ' Street address or secondary road number
Cub Road at US 264
Name County of Dare
Address P.O. Box 1000
City Manteo State _ N C
Zip 27954 pay Phone [phone]
Fax [phone]
d. Is proposed work within city limits or planning
jurisdiction? Yes X No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) C r o a tan So,, n d
3. DESCRIP'T'ION AND PLANNED USE
OF PROPOSED PROJECT
b. Authorized Agent:
Name Edward 1,. Mann
Dare County Public Works Director
Address P.O. Box 1,000
City Manteo State NC
Zip 27`i
_ Day Phone [phone]
a. List all development activities you propose (e.g.
building a borne, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
Constru ran_P to exi.sting__C/D
Lanni y placement of double
culvert in US 264 canal limited
tilling and ballast plac;-ment for
ana crossing. Stabilize an improve
xistin ntr rice.corrid r.
b. the prop?se? acttv11 maintenance of an existing
project, new work, or both? An t In
Fax [phone]
c. Project name (fany) Cub Road Entrance
Improvements--Dare C/D Landfill
NOTE: ureic wQ M road iA ram of L?do+?wrr(tJ, w dl,,
Fmiecr 11aeK.
2. LOCATION OF PROPOSED
PROJECT
a. County Dare
c. Will the project be for public, private or mmmercial
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 auach
additional pages. Provide daily access
to landfill and proposed transfer
station for waste haulers. Canal
crossing will include "
CMPs w conc. headwalls and pave-
ment. Fill and ballast to be laced
in canal to support entrance
structure. Side slopes ed
as nee e .
Rc.iud 03'94-
M. •FIV!mow
Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 836 Acres
b. Size of individual lot(s) N/A
c. Approximate elevation of tract above MHw or
NWL 3. 0
OCT 3 o 2j:;7-.,,
COASTAL. ILiFafd,AGEAVlENT
EL.IZASET? CITY
m. Describe existing wastewater treatment facilities.
N/A
n.. Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
wastewater, industri illcommercial effluent, 'wash
down' and rexidential discharges.) S u r f a c e
runoff to on-site canals.
d. Soil type(s) and texture(s) of tract o.
Black organic silt w/v, fine to fine
sand underlain by sandy silty clay.
e. Vegetation on tract P r r d n m i n a n t l y r r ands
and grasses w/perimeter pine/hardwood
areas.
f. Man-made features now on tract C/ n t s n d f i 1 1
cells. ha111 rnn d s_ hnrrnw n;e-
drainage canals.
g. What is the CAMA Land Use Plan land
classification of the site? (Coru,dt aw local Land we plan.
Conservation
Developed
X Rural
Transitional
_ Community
Other
h. How is the tract zoned by local government?
Not. Zoned
i. Is the proposed project consistent with the applicable
zoning? X Yes - No
(Auach zoning worliance mrij(oate, (f onWcabL)
j. Has a professional archaeological usessment been
done for the tract? X Yes _ No
If yes, by whom? ECU - B e 1 1 i s 11
,
approx. 1991
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes X No
1. Are there wetlands on the site? X Yes No
Coastal (marsh) Other __
If yes, has a delineation been conducted? Y e s
(Anach doaiwwntadon, if awdlabk)
See Attachment 3
Describe existing drinking water supply source.
N/A
S. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
• 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.
See Attachment 4
• An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an & 1R' by 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 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
OCT-22-2002 11:51 AM SYNERGY VILLAS
lbrm DoI-W-1
site. holuds highway or srooadsty MW OR)
mddabon, iaulnu ts, ad the ttlcs.
See Attachiedpt 8
e A Surmwater Ceedltesto u odds 1s meceesae7.
See Attechaeat 6
A ila of the acmes ow ?pleta addeeiat of do
adjacent watarpwmt *ipar[ D) ko&moees =4
signed numm modpts p rw dkm " emu=
have reodved a eop7 d idle op Lion dud pm
by owdeW natl. Sm& lsiadorrme:s =a be odtvkod
*a tkey have 30 days In ;which m sabtnk oxmm"
OR dw propasod proJeot to tbo DMdon of ComW
btaaagement. VpOm sttN this lbm the solka dt
& ber cwdfdes that mek mWoe kaa bean pdetrMW.
9194667668
P. 62
6. MTUTCAnON AND NBSSION

i mdWW4 *at my pmmie I med k rdetponto m this
and rasrlWe= amnioed tq the permit.
I cereity disc to the best of my lmawtedgo, she prop mod
ud tty aampliea wttb do ante of Nonh Camilma's
approved Caudal Uanagseaada Pmt and will be
amd=W In a dmdmar masistmt with sack pmgraat,
Name AL P v c e t earthy din i am mtbotited to Wit. and do ie fi=t. -1.8-1 Fin Address A t t n : a? a H r van t? 196 permhsion torepreseatsdvea of settaW fndaai
Phone --mlantoo, 56 review agencies to mW Om do dbra ne done?d isada in
252-473-1 / 131 doomudOn with sYa 02bg inibrmation related m this
Nano W
Addreas petit spplla&a and *Wwwp monitoring of the
Name _ N/A
Address ,_.....
pldoee
a A Ist or prevkm atate ar fakral perm imded fm
work on the project drm b e%& period! omuhm,
pumium, addd LmN 4e.
. .n h
e A check for$44thaade payable to tlee sroodod of
Fm Ammoeet. *Ad,, smd ,N tnl amwm
;DEN eo Cover dM alms of peed;sa S
Attached
o A dp W AFC bard donee ibdr in
oeeedr ism! idet am.
e A. SU& meet Or emmptiamcR VAth the N.C.
Ear1mmmW Pol q Act (N.C.G.X. U3A . I m
10) if the F mim ievdvcs the sxPcollm at "Wk
!bads at me of pdablk j=(k som.h a logo=
&o meek elm Lams with the Nocktt Gtdtlima
Rokodmetml ldky Am
N/A
i llu*& ea-ft that the tmfarmsdon pmvided is this
opplkaddoa Is tnd dAd to the but of my kmwtadge.
elder © ?%
'i<'61s le tie ,Z2
PM Nam S
ligdtmrs Ed,424a /- ??
tm&~ w AMUPk d A fW
please imdfcm mad meonts pemisial to ymr proposer!
Ftq on.
..r. DCM MF-Z Exwulm dmd FM tnfa n
i DCM MP-3 ttphw Devdopment
DCM MPi shu m m Imfoamadon
DCM W4 Bt set ad Uvuu
DCM UM main Devdopdaeat
NOTE Awe Alm ad date owh atra*mxt !a the
spore' prv&W ar dot boom of ewA form.

OCT 3 o
Dir
Ribald tt m ,? ?`'4.."Zi,\SET iH CITY
Form DUM-MP-S
BRIDGES AND
CULVERTS
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.
1. BRIDGES N/A
a. Public Private
b. Type of bridge (construction material)
c. Water body to be crossed by bridge
d. Water depth at the proposed crossing u MLW or
NWL
e. Will proposed bridge replace an existing bridge?
Yes No
if yes,
(1) Length of existing bridge
-(2) Width of existing bridge
.(3) Navigation clearance underneath existing
bridge
(4) Will all, or a part of, the existing bridge be
removed? (Explain)
f. Will proposed bridge replace an existing culvert(s)?
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 WVL
S
1-4 CIT
(4) Will all, or a part of, the existing culvert be
removed? (Explain)
g. Length of proposed bridge
h. Width of proposed bridge
I. Height of proposed bridge above wetlands
J. Will the proposed bridge affect existing water flow?
Yes _ No
If yes, explain
k. Navigation clearance underneath proposed bridge
1. WiII the proposed bridge affect navigation by
reducing or increasing the existing navigable
opening? Yes _No
If yes, explain
m. Will the proposed bridge cross wetlands containing
no navigable waters? Yes No
If yes, explain
a. Have you contacted the U.S. Coast Guard
concerning their approval?
Yes No
If yes, please provide record of their action.
Rerised 0.3195
Forte VC:M-MY-S
2. CULVERTS
a. Water body in which culvert is to be placed
Canal along US 264 @ Cub Rd
b. Number of culverts proposed 2
c. Type of culvert (construction material, style)
60" diam. X 72' CMP w/conc.
headwalls/wingwalls.
d. Will proposed culvert replace an existing bridge?
Yes No
If Yes,
(1) Length of existing bridge
(2) Width of existing bridge
(3) Navigation clearance underneath existing
bridge
(4) Will all, or a part of, the existing bridge be
removed? (Explain)
e. Will proposed culvert replace an existing culvert?
Yes X 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)

f. Length of proposed culvert 72 feet
g. Width of proposed culvert 6 0" d i a m. e a c h
b.' Height of the top of the proposed culvert above the
MHW or NWL -1.6 feet
i. Will the proposed culvert affect existing water flow?
Yes X No
If yes, explain
j. Will the proposed culvert affect existing navigation
potential? Yes X No
If yes, explain
3. EXCAVATION AND FILL
a. Will the placement of the proposed bridge or culvert
require any excavation below the MHW or NWL?
X Yes -No
If yes,
(1) Length of area to be excavated 7 2 f t_
(2) Width of area to be excavated 14 ft.
(3) Depth of area to be excavated 1W _ a p r n x .
(4) Amount of material to be excavated in cubic
yards 373 approx.
b. Will the placement of the proposed bridge or culvert
require any excavation within:
_ Coastal Wetlands _ SAVs X Other Wetlands
If yes, See 3.a above
(1) Length of area to be excavated
(2) Width of area to be excavated
(3) Amount of material to be excavated in cubic
yards
e. Will the placement of the proposed bridge or culvert
require any highground excavation?
y_ Yes No
If yes,
(1) Length of area to be excavated 2 4 f r _
(2) Width of area to be excavated 40 f t .
(3) Amount of material to be excavated in cubic
yards 42 approx.
d. If the placement of the bridge or culvert involves
any excavation, please complete the following:
(1) Location of the spoil disposal area
On-site C /D _landfill stockpile
(2) Dimensions of spoil disposal area area
160' X 350'
(3) Do you claim title to the disposal area?
X Yes -No
If no, attach a letter granting permission from
the owner.
JG T
Revised 03195
OCT-27-2092 11:52 AM SYNERGY VILLAS 9194667668 P.93
F?msDCAt?P-s a
(4) Wi11 tha dlipraset am be awgable for fkWm
tla?aatased! .Yee No MI. (5) Deis tke avow etas tnrlwe say Now
wedaads $ SAYS, of odtw "do w
......_? Yas X .., 1b
U Iran, On dim oW= U dlNxm loom ?
above. I NOUN
(b? DM the dupes- iaotnde any a m below
dts MW or M%7 Yea „ . No
N yes. give dtcoeanioa if d---m 1-4 m- No. Z
dom
a 1ATtI1 the pla?eet of the proposed beidye ? os?art
mutt to my to (Q&W *aa esesvated material
described In hem d. above' to be placed below
$fflW or NWL? „_,,,,L.Ya No
b!(i)'LA=gsh of area to be Mad, 72 !t .
(1) Width of area to be Sled 35 f t .
(1) Purpose of fin B a c k f i l l for c u ver t s.
f.
90
Witt the placement 4f the proposed b 0por =hart
result In any All (adtec dean ancava W mstnrisl
described in item d. above,) a be pied whom
_ Coastil Watlaads.3AYs.LOdtet WalaWs
y".
(1) Length of %= td be llllad „12. f t:
(2) Width of sees to bs idled 5 U
(y) pwpose of lilt Sac k f ill for cite .
Win die piaaemm of die peopeeed bridp or odvett
result in arty In (ocher tbsa ipmsvsted msteriat
described &s Im d, 00") l0 be am
ftbgmlw? ,. Yes _- No
U yet, . .
(1) L=ith of area a be dlted ft ,
CL) Wm* of sees ve be imled o,
0) lcnp=*f Ni Conc., vavement and
road subgrade
4. GEUMAL
b. Wm the PqPUW palm N*dxe the Tdom a of
„y ,ate wally NO? ? xes..J1, no
K yes, mplaln In d"
er Nitaftproposed pt mpke dm ommadmof
aa7r temporary datum xkugbuw
--^r-Yes :'-Z No
IY yea, sx Wa lmdread
d. Wit ma irc anY wo&
pe+apased ptojact s?
&aat" ...,,_, Yes L.1110
If yes, complete Farm DC>Vd-MP-2
e: Now wal nemm Cod or fltl mrm isl be kept on site
erosim acpotdied?Ma taxi +sl _ wit 1,..
alaced in aouroved stockpile areas
an a t enc ag provided far- Iroject
areas.
f. what typo of a mauaion equipment will be used
(for uugle, draglim bacihoe or hydraulic
*Wpe)l Mobile excavator, drauli..M.
and crane. -?„
:. Will watlaads be mma In trattspardng equipment
to pro3eat site? Ira RX?..,,_ 140
U ya, 002in steps disc Win be mkat to lessen
aavitottmaatst tmpaeq.
h. win Os gh meet of ft proposed brid=e or culvat
mph any Aarsiin stabllt doh?
Ye: X_ No
U ym, explain in dealt
L Will die proposed grojaa kMI" any MWPdaa?
x Yes _No
i Indetai Silt leacing and
Edward L.

If YW41 eRp "U tiNt
silt curtains rovi a as aae e
o sMI. se meat: to Cana ur ng
EMEFUEETan.
400 copies of tUs public doasa %= were printed at a total cost of S29.40 or S M7?pwzgW #g
OCT i p ??"

P
,s
I ?%
TOTAL PROPERTY AREA: 836 ACRES
TOTAL AVAILABLE AREA: 517 ACRES
EXISTING C/D DISPOSAL AREA: 21 ACRES
PROPOSED C/D DISPOSAL AREA: 45 ACRES
Scale: 1" = 1000'
U
' s'• PROPOSED CUB ROAD
8 2e? ENTRANCE __IMPROVEMENTS
AND SECURITY GATE
TO STUMPY POINT --•-
, ttmttts
scal
TREE LINE
PRbPOSED-
44 EXISTING 0 0 - - + -?
BORROWW
PIT IMPANSION
PIT
o ? FUTURE TOPSOIL '
RF
/ _ STOCKPILE- AREA ---
C. _ _ _ _ _ _ -
--
v I
FUTURE SOLID
C/? - - - - - -WASTE 'TRANSFER-----------
STATION
- - - - - - - - - - - - - ----------- ?i
o o
----------------------C4 la
ERTY_ _
DARE COUNTY PROPERTY_..,
-- --- ---
' BgAR hOAD ,
?? •?i?L¦ _?'-- - - ------ __.__ ___ _ -_____ _ _ __
APPLIED WATER TECHNOLOGY
T im DATE: SCALE: PROJECT:
311 South Academy Street - ' 10-22-01 AS NOTED DARE CO. C /D LANDFILL
Cary, NC 27511 REVISION: DRAWN BY: CHECKED BY: FIGURE NO:
OCT 3 0 2002 eLN Coe FIGURE 1
-'' -i. V

Project Narrative OCT 3 C$ ?;;
Cub Road Entrance Improvements Project COASTAL MANAGE;+y1ENT
ELIZABETH CITY
County of Dare Construction / Demolition Landfill
Purpose:
A LAMA Major Development Permit is being requested for
construction of a driveway connection to serve the existin
Dare County Construction / Demolition (C/D) landfill oN
U.S. Highway 264. The project will connect an existing on-
site road (Cub Road) with U.S. 264. This entrance, known
as the cub Road entrance, will provide easy access to the
landfill's southern expansion project areas, and will
divert current landfill traffic from the existing Link Road
entrance, which adjoins the Dare county shooting Range.
The Link Road entrance to the landfill is of concern to the
county because of its close proximity to the shooting
range. Since the landfill cells adjoining Link Road have
reached permitted capacity, the Cub Road entrance will also
provide closer access to the active areas of the existing
C/D landfill cells.
Project Overview:
The driveway connection will be constructed by placement of
two parallel CMP culverts in the canal along U.S. 264 at
the eastern end of Cub Road. Cub Road will be extended
across these culverts and connect with U.S. 264. A narrow
section of wetlands ad]'acent to the U.S. 264 canal must be
crossed in order to effect the driveway connection. Once
this crossing is made, approximately 56 feet from high
ground to high ground, no other wetland areas will be
crossed by the project. The remainder of the project will
be on non-wetland areas, and includes improvement of the
existing cub Road corridor into the landfill area. The
project will include placement of gravel fill to bring the
roadway and canal crossing to grade, as well as placement
of stone underneath the culverts to form a good structural
foundation to support the driveway pipes.
Project Description:
The cub Road entrance will be similar in construction and
nature to the existing Link Road entrance to the north.
However, in order to minimize entrance maintenance, to
minimize the potential for gravel in the U.S. 264 traffic
lanes, and to accommodate an increased traffic load, the
first 70 feet of the driveway connection from U.S. 264 will
be constructed of reinforced concrete pavement. From this
point into the landfill area, the existing roadbed will be
APPLIED WATER TECHNOLOGY
improved and stabilized with a geo-textile and tensar'
plastic sub-grade reinforcing material. The cub Road
entrance will be wider than the existing Link Road entrance
to allow traffic to turn into the driveway without having
to completelyy stop before making the turn. within 75 feet
from the edge of the canal waterline, this project is
expected to increase the impervious area by a total of 0.1
acre. Of this total, approximately 0.06 acre will "Be'
concrete pavement, and the remaining 0.04 acre will be
gravel roadway.
COASTP,
EL.
APPLIED WATER TECHNOLOGY
? n
U.S. ARMY CORPS OF ENGINEERS
WMAUNGTON DISTRICT OCT 3 0 /H H''
Action M 200210865 County Dare , y'?
NOTIFICATION OF JURISDICTIONAL DETERM NATION ??"?? a 3 B E _a ?1 N7
Bt.1Z;BE7H C iTY
Property Owner/Agent: Dare County c/o Charles Blackwell
Address: 311 South Academy Street
Cary. NC 27511
Telephone No.:
Size and location of property (waterbody, highway name/number, town, etc.) Approximately 1
acre project area located on the west side of US 264, immeiately south of the existing Dare
county C&D Landfill, approximately 43 miles south of Manns Harbor, NC
Indicate Which of the Following Apply:
There are waters of the U.S. and/or wetlands, on the above described property which we strongly
suggest should be delineated and surveyed. The surveyed wetland lines must be verified by our staff
before the Corps will make a final jurisdictional determination on your property.
Because of the size of your property and our present workload, our identification and delineation of
your wetlands cannot be accomplished in a timely manner. You may wish to obtain a consultant to
obtain a more timely delineation of the wetlands. Once the consultant has flagged a wetland line on
the property, Corps staff will review it, and, if it is accurate, we strongly recommend that you have the
line surveyed for final approval by the Corps. The Corps will not make a final jurisdictional
determination on your property without an approved survey.
X The waters of the U.S. and/or wetlands, on your project area have been delineated and surveyed, and
the limits of the Corps jurisdiction have been explained to you. Unless there is a change in the law or
our published regulations, this determination may be relied upon for a period not to exceed five years
from the date of this notification.
There are no waters of the U.S., to include wetlands, present on the above described property which
are subject to the permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless
there is a change in the law or our published regulations, this determination may be relied upon for a
period not to exceed five years from the date of this notification.
jC The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area
Management Act (CAMA). You should contact the Division of Coastal Management in
Washington, NC, at [phone] to determine their requirements
Placement of dredged or fill material in Waters of the US and/or wetlands on this property
without a Department of the Army permit may constitute a violation of Section 301 of the Clean
Water Act (33 USC 1311). A permit is not required for work restricted entirely to existing non-
wetland area. If you have any questions regarding this determination and/or the Corps of
Engineers regulatory program, please contact Tom Walker at [phone] ext. 24.
Basis For Determination: Area meets the 3 parameters specified in the 1987 USACE
Wetlands Delineation Manual and is a part of a broad continuum of wetlands associated
with the Pamlico Sound
Property Owner/Authorized Agent Signature
_1r n?
Corps Regulatory Official `off /
Date 7/18/02 Expiratio ate 7/18/x! Qt?
SURVEY PLAT OR FIELD SKETCH OF THE DESCRIBED PROPERTY AND THE
WETLAND DELINEATION FORM MUST BE ATTACHED TO THE FILE COPY OF THIS
FORM
. , t

A,
i' kpi

.oso c,
rs
p C'. r
IR.
• ...
5. r'Nn,
FOR INFORMATION PURPOSES ONLY
I, .
OC i 3
00AST.`;'AN',,G;:MSNT
I„L3,-,iss,t, C1TY
f1
( ) PRIVI
VICINITY MAP N.T.S. `
RO E
PkEPERn !
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R
2 / - I - _ -
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' ce,tily Irol 11vs plat rue drawn Iron in oclwl 6B-0 and su,ey
.
-
, Ins
S not 1 d)unU,lry Su,vu/. ny plot, is for inlgftr tlGon pU,'pob!`. Only. The in(UT?'ol on shown
to corral, nwutut?;
; `jHCn
CON TRlI PJt (\ IT ;olnrs' ,w hgnd and seol its, 21,tE TJoy of LA9,y A.D.:C `pP.••,?5g "• h
TRAV STA. #1274
RFg,?R - 2.82' ..._ C: i¢ SEAL]
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CPAPHI( CALF:
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I l-h -. )o ft
U 2'00 N. Cralfon f w'y. Kill Bevil Hills, NiC. 27948
rnone: f,251j 441-1415 fox: (252) 480-I 1182
v'tt•'ol•cr. ul ,,, nenl :s a vi,?J ro0 ved m?0i hr cress'ni IN Itii to u: o a
WETLANDS DELINEATION AT ENTRANCE AREA TO CUB ROAD
DARE COUNTY, CONSTRUCTION AND DEMOLITION LANDFILL
r,.u L
r 1:,,,
GdiG IJC','
D/
?.dEr+ET r, _
UAT-. ,-0?
SURVEYED FOR
DARE COUNTY
. CROkTAN TO'WNSHIP'
.RF. COUNT" %ORTH CAROLtnA.
REC, REi SHEET:
'I G„. ncT? i fi i
1 -4
COUNTY OF DARE, NORTH CAROLINA
US 264 SOLID WASTE
TRANSFER STATION
(PHASE I)
JANUARY, 2003
...? ? ? V Aydl.q
haskie Snlhh
?? l1 rrBllsvik6 Hill PomeIl3Alav1mar \V/ andy1
Gclerai H rq
t .e11 rd i" Jarvs
p.".11- Pain!
( alhala
?Askewo Re 1i Aelhel l1,b . er
?donn PmmH bor
HII CevO
lwi
Maekev Pore io gN r
?,QpJumbia hM oleo
Me- Ha,b?
;ton cWfy j f n 1 ... iS;. SCI'L t? :.
Jame ? -..J '?
\\\ Slumpt POm
Pike Road
ff 'ilnion Grove Ilkenrry
inklawn
-? cran!on n i?n9alharb
r '
Bay P7nte-0I n;
?Sn-? wgQ(7ualer
aPamliyo se, -;/
d Gook(
IA?r6 a?a? arland
'y ? Fhbuoken ??
1 ??- Haltana
VICINITY MAP
NOT TO SCALE
VEETech.P.Co
1240 SE Maynard Road 1203 Cary, NC 27511 Ph. 919-388-0037 Fax. [phone]
?C
APPLIED WATER TECHNOLOGY
><:> 311 South Academy Street
AWT Cary, NC 27511
Ph. 919-466-9246 Fag. 919-466-7668
INDEX TO DRAWINGS
1. COVER SHEET I INDEX TO DRAWINGS I VICINITY & LOCATION MAPS
2. SITE MAP
3. PARTIAL PLAN & PROFILE OF PROPOSED CUB ROAD EXTENSION (PHASE I)
4. PARTIAL PLAN VIEW OF CUB ROAD
5. DETAILED PLAN VIEW & CROSS-SECTIONAL VIEW OF
CULVERT ON HIGHWAY 264 WESTSIDE CANAL
6. CROSS SECTIONS ON US 264
7. TYPICAL SECTIONS DETAILS
Project Number: 1021-02-031
ALLIGATOR

?) ty x 7
roa4r nr. a n.nss \\?
i
PIVER / NAi OMAI
a-
A%
TSM N 0 ND END OF BRIDGE
Eu;T. 0.40 \ \ ?•?\ / PROPERTY OF;
U.S. DEPT, OF iNE INTERIOR
( U.S. F Ish eM Wildlte Service
\ \ ATTN: MIke Bryant
Post Otke Boa 1989
IlA+? `?v Menteo, N.C. 27954
EXISTING CUB ROAD EXTENSION PROJECT
ACCESS GATE
909TNG SCAM
ETL9TNG ETI3ING OlTCB / `\` ?
OATE BOOTS / `\\`
PHASE I EXTENSION
/ aso a. eeamom wu ` \
U.S. PROPERTY OF:
DEPT, OFTRE INTERIOR ( ` L5 ` a' TOP 11013'8 ?14 BOOSTING Som BM
U. S. F hh and Wlldib Swke / 1 \ ` \ 18.6' BASE warm
ATTN: Mks Bryant / `•\ `? 3.0' SIGN AVG.
Post Otkr, So. 1969 / 1w 10N/0 '? .\ `? \ T'09TI11@Y PONE
Manisa, N.C. 27954 / \ •\ `?? ____
IN LK A Son" PIT
losecroo JOCINUR. ROAD FUTURE
SCALE
/ - - - BASIN SURWROMASON20130T a BORROW PIT Iu RF BETOW BORROW E PIT
/ ` A \ ` + `,\ `•\ 1 1r??_._._._._ 0.5_. EXPANSION AREA - - - - - - - - I PROPERTY OF:.
IKMRIGFI
/ ; \ ` ` ?t p \ \ \, MIPANSION DIRECTION N Y'S• U.P'Fdhand WEldl..ice
•`•\ ` v \ ?' ''? (AS NEEDED) I ATTN: Mike Bryant
Poet Otice Bo x1969
? ? ?\,\? \•\ `•\ `.\ ry y _._._ _._._._._._._._. _._. _- _- _- _- _- _.-._. _- _._. _- _._ _ ._._._ McMea, N.C. 27964 4
P/ '\ : \?`??'+a•+ ?`.? `\ 14acxESE EotD a G.tre I I
A, ts, iR;`•;? `'\ • µ .! h PHASE II EXTENSION
Raw m?
?O
-._._._._..._._._._._.-........................... -'-.-'_._. - - 6p
/% I• ` \ \•% \ ` 4?;\. j \9 ._.-._ _._._._._._._._._._._._._._._._._._._._._._ _._._•-.-•--- . - ti -
In MAM ON a
--- - ---.-'- ---.-.- - '-'-'-'-'_.-'- -'- - -•- ---•-•-.- - I ' I I
/ \ '\ j 1 w I I
DD an elmr N SIMON, P I I
\ ®mla am 1000 m \ • \ \ '\. 1 )Oran DID ATION ®s 10
effir I
``o\ ROAD am mmmru°D°Access emsou DDnI e ea •`.\ ?`.\ `'\ \??.1 I eeD,? 1 s
I I
-Jl
` \ •` ` \. 441 I I
`? ` ` '\ \ I owrAYbnaxomr,amYm _
NOTE: \ \.`. '\ P- •\ -__ mblm sou rsmomm. _ _ _ _ _ ------------------------? "---__-----
PROPENTYSWK NEMBER 1987, FILE i _ ? _ _ _ _ _ _ _ _ _ _ _ - _ a, _ _ i _ _ - _ _ _ _ _ _ _ - _ -:- E_ _ _ _ _ _ C T810ABR 1DB7? _ - _ _ _ _ _ _ _ _ _ _-?______ -.__ ______-___ ________________________________________
6URS7SY8VG, MM ITT HAWK. NC INFORMATION SEPTEMBER FROM SOUTnJCMWW I I
P-151 RECORDED N DEEM BOOK $0. 530 PAGE NO. 769
EEIR P0A0 .
sl°IL
D-19ned By: GDB ReMolons Project Number.
LEGEND Dmwn or- Bw COUNTY OF DARE, NORTH CAROLINA VnTech R C. ,os,-oz-Da,
_ _ . amrpe GlLL D E-blis Em aB,R 1011
-- rec"Relf UNR checked BD: AS US 264 SOLID WASTE Scale: I"= Boo'
ree7Om sour, Date; JANUARY, 2003
--, Dame aura TRANSFER STATION Drawing Number
a Races- wa.mr APPLIED WATER TECHNOLOGY 2
o ®mm amr,uNnmN xum CUB ROAD EXTENSION 311 South Academy Street
-+'-+t-2ort,"N" m* seno, SITE MAP AET Cary, KC 27511 a{ ?-
- ecru aaaw amour
NOTE:
PIPE INVERT ELEVATIONS TO BE FIELD VERIFIED
SLIGHT ADJUSTMENTS OF ELEVATIONS
MAY BE REQUIRED
1-36"ox67CMP _
INV. IN ELM. FREINFORCED CONCRETE EI
D INV. OUT EL. —2.9' 36" PIPE — 90' SKEW
FOLLOW NCDOT ROADWAY
C/L CULVERT DRAWING 838.01
C) STA. 23+87.53
U� /
UI
EXISTING EDGE OF PAVEMENT
PROPOSED EDGE OF PAVEMENT
PROPOSED EDGE OF SHOULDER /
NOTE: AND SOLDIER PILE & LAGGING WALL /
PIPE INVERT ELEVATIONS TO BE FIELD VERIFIED 1 /
SLIGHT ADJUSTMENTS OF ELEVATIONS
MAY BE REQUIRED
REINFORCED CONCRETE ENDWALL, 5.O' O
FOR DOUBLE 60" PIPE 9 I/•0'
r—N
HIGH POINT STA = 24+17.99
PV STA •r
INV
NUTE
Z
_ 11 'T'
�/
----'----
EL32'
0
NVO—4.
M
POND
o
CANAL
_
'--•--•-- -- _ _�•—= =_
—•—
N
+
+ C1 + m
1 N
N75'4234.6"E
1--
C
—
CT1
—
S7T1T32"W
4
H H
—
_--�_S77'S7'38.1"W
(Z CUB ROAD 431 i
CD
z �_ XIST.}T 1
+
HOLE +--_--__—'_.
_ (TO BE
y\
m REMOVED)
o
CA
PHASE 2
PHASE 1
7
��
CONSTRUCTION
o CONSTRUCTION
!lrl��!!6'1•����l�Lr�������®1171�91�
Z
l
EXISTING BORROW PIT1
PLAN
t
SCALE:
H:1"=50'
DATUM EL
—10.00
CURVE TABLE
h /
/ CURVE # RADIUS LENGTH TANGENT DELTA
Cl 3000' 82.87' 41.44' 10 —34'-57"
C2 3000' 117.86' 58.94' 2'-15'-03"
C3 60'
/ C4 60'
31+59.19 c CUB ROAD=
XX+XX.XX q US264
U� 4
}+84.39
/
/ p / C/L CULVE
c /� / STA. 31+1 .92
[u O� /N
CONSTRUCTION NOTES:
C / � m CLEARNING PROJECT SITE PER SPECIFICATION.
/ MSPECIFiCATION OR DIRECTED
c BYTHE GEOTECHNICAL ENGINEER.
/ ® CONSTRUCT STREET PER TYPICAL SECTION.
/
I
FOR DOUBLE 60" PIPE
f F\ V F ILL
SCALE: H:1"=50'
V: 1 5'
Oeaigned By: HP Revl.ione
Drown By: ACS
Cheek•d By: AS
Dole: JANUARY. 2003
I CMP
EL. —3.2'
UT EL. —4.0'
COUNTY OF DARE, NORTH CAROLINA
US 264 SOLID WASTE
TRANSFER STATION
CUB ROAD EXTENSION
PHASE I
PARTIAL' PLAN & PROFILE
LEGEND:
--•--- WETLAND LINE
--- WATER EDGE/DITCH EDGE
ProJeol Number.
♦ La1�T�CiI P C. 1021-02-031
Ra• m�+dl�+dac u
S..I.: AS NOTED
& Drawing Number:
�\ APPLIED WATER TECHNOLOGY =
311 South Academy Street
AWT Ca
HIGH POINT STA = 24+17.99
PV STA •r
LOW POINT
LOW POINT
A 11-19
!lrl��!!6'1•����l�Lr�������®1171�91�
1i�7�����11llAll�lS������������������������v■Z�'15Z�i�i
••
• •�
.r
•
•r
•
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••
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• •
of •
f F\ V F ILL
SCALE: H:1"=50'
V: 1 5'
Oeaigned By: HP Revl.ione
Drown By: ACS
Cheek•d By: AS
Dole: JANUARY. 2003
I CMP
EL. —3.2'
UT EL. —4.0'
COUNTY OF DARE, NORTH CAROLINA
US 264 SOLID WASTE
TRANSFER STATION
CUB ROAD EXTENSION
PHASE I
PARTIAL' PLAN & PROFILE
LEGEND:
--•--- WETLAND LINE
--- WATER EDGE/DITCH EDGE
ProJeol Number.
♦ La1�T�CiI P C. 1021-02-031
Ra• m�+dl�+dac u
S..I.: AS NOTED
& Drawing Number:
�\ APPLIED WATER TECHNOLOGY =
311 South Academy Street
AWT Ca

EXISTING EDGE OF PAVEMENT
PROPOSED EDGE OF PAVEMENT----
PROPOSED EDGE OF SHOULDER
AND SOLDIER PILE & LAGGING WALL
[MAY INVERT ELEVATIONS TO BE FIELD VERIFIED
T ADJUSTMENTS OF ELEVATIONS
BE REQUIRED
REIN
FORCED CONCRETE ENDWALL,
FOR DOUBLE 60" PIPE
FrUp OF Z e
2-60"0 CMP Cp?B
NV. IN EL. -3.2' & 0:,_
NV. OUT EL. -4.0'
TOTAL WETLAND AREA
DISTURBED=2641 SQ. FT.
CANAL
--_-__ __-- -:-_
5775738.1"W 30+00
- +431.45817 ?_ B ?- -
q CUB ROAD
--- --- --- --- --- --- --- -
CANAL

ue 3e ? I
I I !
( I
! / r
? r
r ?
r ?
r ( rr
' I I
r !
r (
r ?
S•0' 1120, Raw!
I !
1.0,
j I
i
1 I
1 1
( ! r
1 / 1
f
' q
1 ?
3
1
I I! ??
11 I Ir
! 1
r 31+59,19 of CUB ROAD=
/
XX+XX,XX US264
J
u?U f 4,51
1
r ( !
4 © 1rl / 1/
I ` 1

r C/L CULVERT
;:. Q? o !
A l1 STA. 31+11.92
? N 1

1 1
C A
/
I

1

1

PLAN
SCALE: H:1"=50'
8.0
4.0
0,0
-4.0
DeelBned By: HP
Drown By: HP
Checked By: AS
Da.: JANUARY, 2003
Z OF US264
PR P. P V M NT
` All
A K IL M T RI L ---2-60"0 C P
.` : (PRO 0 E )
-100 -80 -60 -40 -20 0 20
SECTION D-D
SCALE: H:1"=20'
V:1"=4'
?, ti? ?VED
FEB 3 200'
COASTAL MANAGEMENT
ELIZABETH CITY
Rnlelane Project Number.
COUNTY OF DARE, NORTH CAROLINA W?ETeeh
4DI , p C. 1021-02-031
BYBapmlM BB dk R fill
US 264 SOLID WASTE S.W.: As NOTED
TRANSFER STATION & Dmw eg Number.
CUB ROAD EXTENSION APPLIED WATER TECHNOLOGY 4
PHASE I 311 Saafh Academy Street
A11T Cary, NC 27511 of 7

/ r
EXISTING EDGE OF PAVEMENT rr / /
/ I I
PROPOSED EDGE OF PAVEMENT r r
PROPOSED EDGE OF SHOULDER / r
AND SOLDIER PILE & LAGGING WALL l Ir
r
NOTE:
PIPE INVERT ELEVATIONS TO BE FIELD VERIFIED
SLIGHT ADJUSTMENTS OF ELEVATIONS
MAY BE REQUIRED
1-36"Ox67' CMP
INV. IN EL. -2.0' REINFORCED CONCRETE ENDWALL
INV. OUT EL. -2.9- 36" PIPE - 90' SKEW
FOLLOW NCDOT ROADWAY STANDARD
C/L CULVERT w DRAWING 838.01
STA. 23+87.53 J J ---
U z '
n I
0 II j I?
?O / N
2 W ?, ny /
Wj-
- I----- '-L-I I I-
S77°17'32' 10F
r? o f --18"
)T
XIST
1
.
(
_ (TO BE >>
> REMOVED)
M
n
O
z
Cl)

C
O
Z ?
EXISTING BORROW PIT
ni Ahi
SCALE: H:1"=50'
A POND
O !?
N 25+UU N75°42'34.6°E Let
N
r o
0
. ?p5 VANE
/
i
4
NOTE:
PIPE INVERT ELEVATIONS TO BE FIELD VERIFIED
SLIGHT ADJUSTMENTS OF ELEVATIONS
MAY BE REQUIRED
REINFORCED CONCRETE ENDWALL,
FOR DOUBLE 60" PIPE
£NO OF
2-60"0 CMP z CURB &
NV. IN EL. -3.2' GU17eR
INV. OUT EL. -4.0'
TOTAL WETLAND AREA ?
DISTURBED=2641 SQ. FT.
CANAL
S77'57'38.1 "W 30+00
- 431.4581_ - - - +-- -
CUB ROAD
--------------------------
CANAL
r r
r r
! r r
5.0, rr20' RAW/!
q
rl,Q, r
l r r i
/ r
r ! r
I r
1 /
r !
1
l /r
J I/
f r / 31+59.19 a CUB ROAD=
! XX+XX.XX C US264
r I
e
J ? r
v` 4,5r
? oil d r
r r
,t`,? ? i rl I r l
l ;r l Q J ll l r/I D
r,4 :,r1 6 rr r C/L CULVERT
W I r STA. 31+11.92
CL
3 IN r
Y ® r6P
I r r r
/
r ? C ?\
/
/ r
r
r
r
r
/
r
r
/
r
:JVED
PLAN
SCALE: H:1"=50'
FEB 3 20"
:,XASTAL
ELIZABETH CITY
Designed BY: HP R.,W one Prolat Number:
om m By: HP COUNTY OF DARE, NORTH CAROLINA
VF,Fe P C.
&10
1021-02-031
Y ar
q<.t NN Im a a c mu
CheaNed By: AS
W
S
E
Seelc AS NOTED
oai.: JANUARY, :oan
A
T
US 264 SOLID
TRANSFER STATION
Drawing Number:
4A
UB ROAD
XTENSION APPLIED WATER TECHNOLOGY
C
E
PHASE I 311 South Academy Street
Kz>
NC 27511
Air Car
or L
PARTIAL PLAN VIEW y,

I 1\
a g
I
$
I
§ I
I

I
I w¢iRD.-aY
----
--- --- ---- ---- -- -----
b
UPSTREAM HEAD WALL ELEVATION VIEW
SCALE: 3/8'=1'-o'
L-
Drslgned By: NP Rememm
Drawn By: ACS
Checked By: AS
Dale: JANUARY, 2003
DOWNSTREAM'HEADWALL PLAN VIEW
SCALE: 3/3'=1'-0'
COUNTY OF DARE, NORTH CAROLINA
US 264 SOLID WASTE
TRANSFER STATION
CUB ROAD EXTENSION
PHASE I
j i'- UNE (TYP.)

VMI'ech, P. C.
'fW wla lged W (ID Eq,10 ]7511
APPLIED WATER TECHNOLOGY
311 South Academy Street
AwT Cery, NC 27511
Project Number:
1021-02-031
Scale: AS NOTED
Drawing Number:
5
of 7
DOWNSTREAM HEAD WALL ELEVATION VIEW
SCALE: 3/8'=1'-0'
J'
r
-40 -20 0 +20 +40 -40 -20 0 +20 +40

I I
8
2 8 2
6

4

2 D 1 9 R E E )G E I 'L , 0 1- 1

0

-2
I T
3
01
T
C
P
IA
L
I
-4

-6 T A

I
8

6

4 1 1 1 1 1 I M

2 Y T E L
-1 I 1 T C kI d L
0

-2 1 1 I t 1 1 1

-4

-6

D.0p.d By: HP
Cnrn B
: Acs Rerlslece
COUNTY OF DARE, NORTH CAROLINA
C
y?lg
d Project Number.
y
Checked By: AS .
o
g
ItRBPRmeMpJ4J, 011 1021-02-0031
Ocle: JANUARY, 2003 US 264 SOLID WASTE Sccle: NONE
TRANSFER STATION Orowing Number:
CUB ROAD EXTENSION APPLIED WATER TECHNOLOGY 5
PHASE I 311 South Academy Street
AIIT Cary, NC 27511
al 7
CROSS SECTIONS
RwJ
1 60' RIGHT-OF-WAY (EXISTING)
(11 EXISTING ROAD (US 264)
I
5'-0" MIN.
Q VARIES
02 .02 -
O 03 0 O EXISTING PAVEMENT
TYPICAL SECTION FOR US 264 WIDENING
NTS
4' SHOULDER 14'_0' CUB RD. 14'-0" 4' SHOULDER
FARM 3.1
1
Mpx.
12'-0' I 12'-0"

2
0
I
I
I

®j
1
.02 I .02 .02
MpXX3:1
ar.
0
0
® CSTD. URB 2& GUTTER TYPE
TYPICAL SECTION
PROPOSED CUB ROAD
NTS
FROM: STA. 23+0.00 TO STA. 31+59.19

CUB RD.
4' SHOULDER 12'_0" 12'_0" SHOULDER
rC
.02
.02
1_
O
TYPICAL SECTION
PROPOSED CUB ROAD
NTS
FROM: STA. 6+53.43 TO STA. 23+0.00
CONSTRUCTION NOTES:
2" AC SURFACE COURSE
Q2 2" AC BINDER COURSE
03 8" ABC
® 2'-0" ROLL TYPE CURB & GUTTER
(a SOLDIER PILE AND LAGGING SYSTEM
© 4" ABC
Q GUARD RAIL
® 8' X 12" MEDIAN CURB
Deigned By: Hp Renle icne Project Number.
Drawn By: ACS COUNTY OF DARE, NORTH CAROLINA eCh a C. 1021_02_031
ked B
Ch s
ec
y: AS
Scale: AS NOTED
Dcle: JANUARY, 2003 US 264 SOLID WASTE
TRANSFER STATION & N
b
er,
Drawing
um
CUB ROAD EXTENSION
PHASE l <> APPLIED WATER TECHNOLOGY
311 South Academy Street
TYPICAL SECtIONS Alps Cary, NC 27611 of Z
mailbox:///CI/WINNT/Profiles/bob_zarzecki/Application%20Data/Mo...
Subject: Re: Projects
From: Bob Zarzecki <[e-mail]>
Date: Fri, 04 Apr 2003 07:57:54 -0500
To: Tom Steffens <[e-mail]>
Tom:
Wow! ...that was fast ...sure is a change from the past ...thanks for the incredibly
quick response... don't worry about Haverty this morning ...it's been a year, it can
wait until next week... I'll write up the other four this morning... thanks again.
- Bob
Tom Steffens wrote:
Bob,
03-0135 Steffee - site visit , ok to issue w/condition to mitigate for
buffer impacts behind riprap on south end of project.
03-0195 C&D Landfill... I've commented on this before (ref. 17Feb), but I
guess it got lost in transmission, Issue n/c
03-0167 Smith ...Issue n/c
03-0166 Geewax... I haven't seen this one yet, I reveiwed all the
applications in my box last night and this morning ...wait it just showed up
in the wrong box ( temporary secretaries .... sheesh! whats a guy to do?) I
don't see on the plans how high the bulkhead is, and I recall no real need on
that shoreline..... it was a very gentle to flat grade if I remember
rightly....I think.... HOLD for height info and justification for need. (I
could see them easily building a 5 foot high bulkhead and backfilling with
the spoils, removing the existing spartina thats there now)
02-0210... Haverty.. This one is a more than a year old, and would have been
handled by Deborah, I can find no records either. Are you sure this one
wasn't withdrawn? I will call the applicant to see whats up, though tther
paperwork is lacking the specifics I agree that they would come in under the
General. Hang loose for a little while and I will get back to you later this
am.
toms
Bob Zarzecki wrote:
Tom,
Please send comments on Steffee and the tardies this morning if you can.
I have some unexpected time that I was hoping to clear my desk of some
paperwork. Thanks.
- Bob
030135 Steffee
030166 Geewax - Mike put down the wrong stream index... this project is
on Ocracoke adjacent the dredge/pier site that you and I conducted SAV
surveys on...I don't have a problem with most of it...however, from what
I recall I don't see the need for the bulkhead... I'll follow you lead on
this ... (60days - April 14th)
030195 Dare C&D Landfill - existing landfill... propose to construct a
2nd entrance... crossing a canal and two "ditches"...looks ok to issue n/c
03-0167 Smith - just down the road from you office ...looks like an
eroded shoreline between two existing bulkheads ...ok to issue ?
1 of 1 4/4/03 7:58 AN