19960123 Ver 1_Complete File_19960119

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DMSION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT

1.

APPLICANT'S NAME: Town of Southern Shores

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2. LOCATION OF PROJECT SITE: Dogwood Trail in Duck Woods, Pelican Canal
Photo Index - 1989: 146-7 (0-16) 1984: 136-487 (K-8)
State Plane Coordinates - X: 2961900 Y: 880700

3. INVESTIGATION TYPE: CAMA/D&F

4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - January 24, 1996
Was Applicant Present - No

5. PROCESSING PROCEDURE: Application Received - January 22, 1996
Office - Elizabeth City

6. SITE DESCRIPTION:

(A) Local Land Use Plan - Southern Shores
Land Classification From LUP - Conservation
(B) AEC(s) Involved: PT
(C) Water Dependent: No
(D) Intended Use: Government
(E) Wastewater Treatment: Existing - N/ A
Planned -
(F) Type of Structures: Existing - Culvert with road
Planned - Culvert with road
(G) Estimated Annual Rate of Erosion: N/ A
Source - N/ A

!
(A) Vegetated Wetlands
(B) Highground 1000 square feet Excavated and filled
600 square feet
(C' r:ut.",_ !
'1/i>T ) 550 square feet ,
......... /

DREDGED

[AREA]
FILLED

OTHER

7. HABITAT DESCRIPTION:

(D) Total Area Disturbed: 2,150 square feet (.05 acres)
(E) Primary Nursery Area: Yes
(F) Water Classification: SC Open: N/ A

8. PROJECT SUMMARY: The applicant proposes to remove an existing 30' x 16' culvert and replacl'
it with a 40' x 25' culvert. The applicant proposes to fill approximately 550 square feet of Public
Trust Waters to construct a concrete retaining wall and backfill to stabilize the roadbed.

Town of Southern Shores
Bio Report
Page Two

Site Description

The Town of Southern Shores, Dare County proposes to replace a culvert located under
Dogwood Trail in the Duck Woods section. The culvert is located in a man-made canal known
as Pelican Canal which connects the approximately six miles of man-made waterways in Duck
Woods with the community yacht club on Martin's Point Creek. The existing culvert is
approximately 16 feet wide and 30 feet long with a concrete headwall protecting each portal.
It carries Dogwood Trail, which is a paved road and is the major thoroughfare for the Duck
Woods Community. The elevation of Dogwood Trail at the apex of the culvert is 9 feet above
normal water level. Adjacent properties are developed and undeveloped lots.

Pelican Canal is approximately 54 feet wide and 6 feet deep at the crossing site.
Martin's Point Creek, which is classified as SC by DEM, is designated a primary nursery area
by the WRC. No wetlands are present at the work site.

Proiect Description

The applicant proposes to remove an existing 30' long x 16' wide x 51/2' height clearance
at NWL culvert and replace it with a 40' long x 25' wide X 7' height culvert. The new culvert
will be a precast concrete type; however, the applicant notes that ribbed aluminum may be
substituted. Existing concrete headwalls are to be removed and replaced with new concrete
head walls and wing walls to stabilize the embankment.

Anticipated Impacts

In order to remove the existing culvert, approximately 1,000 square feet of existing
highground will have to be excavated. Placement of the new culvert will require 600 square feet
of fill in the roadway area. An additional 550 square feet of fill will be placed in Public Trust
Waters during the construction and backfilling of the proposed headwall and wing walls. Boat
traffic and water exchange capacity will increase. Water turbidity will increase temporarily
during construction.

CAMA Review

The proposed project involves the Public Trust Waters Area of Environmental Concern.
The proposed project will result in .01 acres of Public Trust Waters being lost. Total
disturbance in the AEC will be .05 acres. No historical/archeological significance is associated
with this lot. No endangered or threatened species of plants or animals have been identified in
the project area.

Town of Southern Shores
Bio Report
Page Three

The canal crossing site is not part of any unique geologic formation. There are no
submerged aquatic beds within the project area.

A consistency review of the project with the Town of Southern Shores Land Use Plan
will be sent under a separate letterhead.

Submitted by:
Date:

Frank A. Jennings, III
February 1, 1996

Form bCM-MP-l

APPLICATION

,

RECl='l\1r:T\

(To be completed by all applicants)

~AN 1 9 1996

1. APPLICANT

a. Landowner:
Name (;; OJ t< cJ I fO'lA- -4 Wu J'h f/Y1' S
Address 6.Jkv It H e. /Z cI
,

City ;/ fI7 flaw fc State fit C
Zip Z-f, ~ 7 Day Phone '1/7 Z'/~ Z:J9]1
Fax JI7' 2GI- Z39 ~

b. Authorized Agent:
Name Cav Cr6.f;
/
Address ~ Uf e Q S Q be; // -e.

City

State

Zip

Day Phone

Fax

c. Project name (if JDY) 7?o~aJ(7l)d T;Q r~(
C uf (/ u.,;t. P Y t' ~ €.

NOTE: Pennit wiU be issued ill name oflandowner(Il), and/or
project name.

2. LOCATION OF PROPOSED
PROJECT

a. County ?~fL

Revised 03/95

b. C~wn, corr2ty ft,andmarkrl
I fJU/l...1.. ,., ... ~ tA (f'1;' W

c. Str~ address or secolUtary road IJum~ ,..1
/'1{r; 1-11-8 3: 1/.7 oJ cv-d f l"b. ( _

d. Is proposed work ~in city limits or planning
jurisdiction? V Yes No

e. Name of body of water ircest project (e.g. river,
creek, sound, bay) ~ 'ou. ~Ha (

3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT

a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
e - .

b. Is the proposed activity mainten~Je of ~ existing
project, new work, or both? /YJQ 1ft 'lLVfct uC~

c. Will the pr~ be for public, private or commercial
use? . I u f,./ , c .

d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. If more space is needed, pleas atta
additional pag. ~ It(
(!,.V

Form DCM-MP-l

4. LAND AND WATER
CHARACTERISTICS

a. Size of entire tract f CJ .Ff:

f- 66;1".

b. Size of individuallot(s)

,,! /J.
.

c. Approximate elevation of tract above MHW or
NWL -+/".. B I. . .-

d. Soil type(s) and texture(s) of tract
<\ ?_~d- +- 'cras;,/ c fed, ~ ~1I'l+
I .

e. Vegetationontract N~-f~'r'2j h fI'/Afh

f.

g.

Conservation
v: Developed
_ Rural

_ Transitional
_ Community
Other

h.

!. -

i.

Is the propo-,project consistent with the applicable
zoning? Yes No
(Anach zoning comp/i.ance certificoJe, if applicable)

j.

Has a professional archaeological assessment been
done for ~e tract? _ Y es ~ No
If yes, by whom?

k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or~ible property?
_ Yes No

1. Are there wetlands on the site? ---:.. Yes v'No
Coastal (marsh) Other " .
If yes, has a delineation been conducted?
(Attach doCJUnDlltJtiOfl. if available)

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J '

Revised 03/~

RrCf\'Jfn
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\
\
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m. Describe existing wastewater treatment facilities.
Ala

n. Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down" and residential discharjes.)
IY1 I VJcr 'y r" ? d J I"L yo f'Q C -! r' v 111 6 -ff

I

o. Describe existing drinking water supply source.
NtJl1P .

s. ADDmONAL INFORMATION

In addition to the completed application form, the
following items must be submitted:

. A copy or the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties. If the applicant is not
claiming to be the owner of said property, then
forward a copy of the deed or other instrument under
which the owner claims title, plus written permission
from the owner to carry out the project.

. An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 112" by 11" white paper. (Refer to
Coastal Resources Ct'mmission 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

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(SR)

Funn DCM-MP-l

site. Include highway or secondary road
numbers, landmarks, and the like.

· A Stonnwater Certification, if one is necessary.

'.! A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return receipts as proof that such owners
have received a copy of the application and plats
by certified mail. Such landowners must be advised
that they have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management. Upon signing this form, the applicant
further certifies that such notice has been rovided.

Name tu t(4.ir
Address
Phone

Name
Address
Phone

Name
Address
Phone
-+
· A list or previous state or federal permits issued for
work on the project tract. Include permit IIlmbers,
permittee, and issuing dates.

H(!).,..t....-

· A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) . to cover the costs of processing the
application.

· A signed AEC hazard notice for projects in
oceanfront and inlet areas.

· A statement or compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public lands, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.

Revised 03/95

6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND

'"

I understand that any permit issued in response to this
application will allow only the development described in
the application. The project will be subject to conditions
and restrictions contained i'1 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.

1:

I certify that I am authorized to grant, and do in fact,
grant permission to representatives of state and federal '
review agencies to enter on the aforementioned lands in
connection with evaluating information related to this
permit application and follow-up monitoring of the
project.

I further certify that the information provided in this
application is truthful to the best of my knowledge.
I '

This is the

(f day of ~_ ,19 7'~
{]/Jf (!Ro~-~~~Al~O~(B

Print Name

Signature~ ~
r or Authorized Agenl

Please indicate attachments pertaining to your proposed
project.

_ DCM MP-2 Excavation and Fill Information
_ DCM MP-3 Upland Development
DCM MP-i Structures Information
=z DCM MP-S Bridges and Culverts
_ DCM MP~ Marina Development

NOTE: Please sign and date each attachment in the
space provided at the bottom of each fonn.

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Form DCM-MP-5

BRIDGES AND
CULVERTS

"x.\\lt\'l
~t~
~ 1 \qq~
~tC

Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-l. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.

(4) Will all, or a part of, the existing culvert be
removed? (Explain)

g. Length of proposed bridge

~

h. Width of proposed bridge

a. Public

Private

i. Height of proposed bridge above wetlands

b. Type of bridge (construction material)

j. Will the proposed bridge affect existing water flow?
Yes No
If yes, explain

c. Water body to be crossed by bridge

d. Water depth at the proposed crossing at MLW or
NWL

k. Navigation clearance underneath proposed bridge

e. Will proposed bridge replace an existing bridge?
Yes No

I. Will the
reducing
opening?
If yes, explain

proposed bridge affect navigation by
or increasing the existing navigable
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)

m. Will the proposed bridge cross wetlands containing
DO navigable waters? Yes No
If yes, 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 NWL

n. Have you contacted the U.S. Coast Guard
concerning their approval?
Yes No
If yes, please provide record of their action.

Revised 03/95

nEe '2. 7 \995

j. Will the proposed~lvert affect existing navigation
potential? v Y \ No 1, I
If.yes, explain ~Q. 9W{ W r y~C .f't> I 1:..
.J/tIcY'ao..fF.cf /J/,'d oUr-we;:' 'Z- tllo4
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Form DCM-MP-5

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2. CULVERTS - B(Z.I"t?~~

a. Water body in which culvert is to be placed
Pt<..//CO(A ('QJ1 a.(

b. Number of culverts proposed I

c. Type of culvert (construction material" style) I
A I u. oM /' V1 fA IAA , I ~ W (l y"t, ~
+10+ b(J if-d u-t -

d. Will proposed culvep-replace an existing bridge?
_ Yes V 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 p~osed culvert replace an existing culvert?
-L Yes _No
If yes,
-::7 f1 '
(1) Length of existing culvert 257
(2) Width of existing culvert / ~ '
(3) Height of the top of the existing culvert above
,.,
the MHWor NWL ~
(4) Will all, or a part of, the existing culvert be
removed? (Explain) Ve 5

f. Length of proposed culvert

4~'

g. Width of proposed culvert

zS"

h.' Height of the top of the proposed culvert above the
MHWorNWL ~.~'

i.

.
,
lA II J e,y e '("f t-' ~ YU e.

Revised 03/95

3. EXCAVATION AND mL

a. Will the placement of the proposed bridge or culvert
require any excavation below the MHW or NWL?
~Yes No
If yes,
(1) Length of area to be excavated ..q:() I
(2) Width of area to be excavated ~ I
(3) Depth of area to be excavated ,Q I
(4) Amount of material to be excavated in cubic
yards IfF-If. e v
I I

b. Will the placement of the proposed br~ge or culvert
require any excavation within: .!i!-
_ Coastal Wetlands _ SA Vs _ Other Wetlands
If yes,
(1) Length of area to be excavated
(2) Width of area to be excavated
(3) Amount of material to be excavated in cubic
yards

c. Will the placement of the proposed bridge or culvert
requ~ any high ground excavation?
Yes No
If yes,
(1) Length of area to be excavated 3E:>
(2) Width of area to be excavated <;&~ I'
(3) Amount of material to be excavated in cubic
yards '1 z c:.

,.

d. If the placement of the bridge or culvert involves
any excavation, please complete the following:
(1) Locati?9 of tjle sJ?OU disposal area; 1 .
fl!1. Sf 1:0- ~~(( ~ c.u.1 II wI: '
(2) Dimensions of spoil disposal area
~ 'x-<Tt:J'
(3) Do you~aim title to the disposal area?
-L Yes No
If no, attach a letter granting permission from
the owner.

~tCt.\'J~l)

\1tC 7. 7 \99)

(4) Will the disposal ar9 be available for future b. Will the proposed project require the relo~ of
maintenance? V Yes No any existing utility lines? ....-- Yes No
(5) Does the disposal area include any coastal If yes, explain in detail
wetlands (marsh), SA Vs, or other wetlands?
_ Yes ~ No
If yes, give dimensions if different from (2)
above.
(6) Does the disposal area inclug,e any area below
the MHW or NWL? ~ Yes _ No
If yes, give dimension if different from No.2
above.

For-m DCM-MP-S

e. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) to be p)aced below
MHW or NWL? Yes ~ No
If yes,
(1) Length of area to be filled
(2) Width of area to be filled
(3) Purpose of fill

f. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) to be placed within:
_ Coastal Wetj.ands _ SA Vs _ Other Wetlands
If yes, /./ ~
(1) Length of area to be filled
(2) Width of area to be filled
(3) Purpose of fill

g. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) ~ be placed on
highground? _ Yes ~ No
If yes,
(1) Length of area to be f1lled
(2) Width of area to be filled
(3) Purpose of f1ll

4. GENERAL

a. Will the proposed PIYject involve any mitigation?
_ Yes V No
If yes, explain in detail

Revised 03/95

c. Will the proposed project require the construction of
any temporary deto9I' structures?
_ Yes V No
If yes, explain in detail

d. Will the proposed project "require any work
channels? _ Yes ~ No
If yes, complete Fonn DCM-MP-2

e. How will excavated or fill mat ial
and erosion controlled? Co l(..r'i

f. What type of construction equipment will be used
(for example, draglinp, backhoe or hydraulic
dredge)? ~ l<-t:o.ua. 1.c"V'. CVQ f"I lL .
,.,

g. Will wetlands be crossed in transporting equipment
to project site? _ Yes ;/' No
If yes, explain steps that will be taken to lessen
environmental impacts.

h. Will the placement of the proposed bridge or culvert
require any shoreline stabilization?
-L Yes No d ' /" )
If yes( exglain 4t detpil Sf!: e ~ C> \. C;--VO-rs
@ ~r's"'}!A.+' l' ~ cl. S & / I I V

/~fI.;/~
t7)$ ~

Applicant or Project ~

C~~
Signature
/f~/~9s.
Date

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management

,AVA

DEHNR

James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director

March 22, 1996
Dare County
DEM Project # 960123

APPROV AL of 401 Water Quality Certification

Ms. Cay Cross
Town of Southern Shores
6 Skyline Road
Kitty Hawk, NC 27949

Dear Ms. Cross:

You have our approval to place fill material in 550 square feet of waters for the purpose of
replacing a culvert and riprapping a shoreline at Dogwood Trail in Duck Woods, as you described in
your application dated 5 February 1996. After reviewing your application, we have decided that this
fill is covered by General Water Quality Certification Number 3025.
This approval is only valid for the purpose and design that you described in your application. If
you change your project, you must notify us and you may be required to send us a new application.
For this approval to be valid, you must follow the conditions listed in the attached certification. In
addition, you should get any other federal, state or local permits before you go ahead with your
project.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory
hearing. You must act within 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 Environmental Management under Section
401 of the Clean Water Act. If you have any questions, please telephone John Dorney at 919-733-
1786.

Attachment

Sincerely,

, res~!~r4

cc: Wilmington District Corps of Engineers
Corps of Engineers Washington Field Office
Washington DEM Regional Office
Mr. John Dorney
Central Files
Doug Huggett; DCM

960 123.ltr

Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer. 50% recycled/10% post consumer paper

state of North Carolina
Department of Environment,
Health and Natural Resources
Division of Coastal Management

-AVA
DEHNR

James S. Hunt, Jr" Governor
Jonathan S. Howes, Secretary
Roger N. Schecter, Director

,-, :',

9 6 U 'I ~~t~'VED
WASHINGTON OFFICE

FEB 0 5 1996

February 1, 1996

Do E. M.

MEMORANDUM

TO:

Mr. A. Preston Howard, Director
Division of Environmental Management

. .. - :.'- ,"19('
rL--': :)u / v

FROM:

John R. Parker, Jr.
Major Permits Processing Coordinator

ENV,;;.:o;\~i::lnl\c SCICI',Ct0
n~..t,I~H

SUBJECT: CAMA/DREDGE & FILL Permit Application Review

Applicant: Town of Southern Shores

Project Location: Dogwood Trail in Duck Woods, Pelican Canal, Dare County

Proposed Project: To remove an existing 30' x 16' culvert and replace it with a 40' x
25' culvert. The applicant proposes to fill approximately 550
square feet of Public Trust Waters to construct a concrete retaining
wall and backfill to stabilize the roadbed.

Please indicate below your agency's position or viewpoint on the proposed project and
return this form by February 22, 1996. If you have any questions regarding the
proposed project, please contact Frank A. Jennings, III 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.

Signed

This agency objects to the project for reasons described in the
attached comments.

Date

.~ 1:1:D 11 b

1367 U,S, 17 South. Elizabeth Ctty. North Carolina 279OC:
An Equal Opportunity Affirmative Action Employer

Telephone [phone] FAX [phone]
50% recycled I 10% post-consumer paper

NOTICE OF FILING OF
APPLICA TION FOR CAMA MAJOR DEVELOPMENT
PERMIT AND WATER QUALITY CERTIFICATION

The Department of Environment, Health and Natural Resources hereby gives public
notice as required by NCGS 113A-119(b) and 143-215 3(a)(1)(c) that the TOWN OF
SOUTHERN SHORES of Dare County, filed an application on January 22, 1996, for a
permit from the Division of Coastal Management to develop in an Area of Environmental
Concern and for certification from the Division of Environmental Management that a
discharge of fill material in project wetlands will not violate applicable water quality
standards.

According to said application the TOWN OF SOUTHERN SHORES 'j,roposes to
remove an existing 30' x 16' culvert and replace it with a 40' x 25' culvert. The applicant
proposes to fill approximately 550 square feet of Public Trust Waters to construct a concrete
retaining wall and backfill to stabilize the roadbed.

A copy of the entire application and additional information may be examined (or
copies furnished upon request and payment of reproduction costs) during normal business
hours at the office of Frank A. Jennings, III, Division of Coastal Management, located at
1367 US 17 South, Elizabeth City, N.C., 919/264-3901, and/or the office of Deborah
Sawyer, Division of Environmental Management, DEHNR Regional Field Office,
Washington, N.C., 919/946-6481. '

The Division of Environmental Management proposes to take final action on this
water quality certification on or before March 4, 1996. The issuance of the CAMA Major
Development permit and the Section 401 Certification may deviate from this projected date
depending upon the nature of the comments submitted and subsequent hearings that may
result.

All persons desiring to make comments should do so in writing to Roger N. Schecter,
Director, Division of Coastal Management, P.O. Box 27687, Raleigh, N.C., 27611, prior to
February 28, 1996 for consideration in the CAMA permit decision, and to Mr. John Dorney,
Division of Environmental Management, P.O. Box 27687, Raleigh, N.C., 27611, prior to
February 23, 1996 for consideration in the water quality certification decision. Later
comments on the CAMA application will be accepted and considered up to the time of permit
decision. Project modifications may occur based on review and comment by the public and
state and federal agencies. Notice of the permit decision in this matter will be provided upon
request.

PUBLISHED ON: THURSDAY, FEBRUARY 8,1996

...

.,.

DMSION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT

1. APPLICANT'S NAME: Town of Southern Shores

2. LOCATION OF PROJECT SITE: Dogwood Trail in Duck Woods, Pelican Canal
Photo Index - 1989: 146-7 (0-16) 1984: 136-~7 (K-8)
State Plane Coordinates - X: 2961900 Y: 880700

3. INVESTIGATION TYPE: CAMAtD&F

4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - January 24, 1996
Was Applicant Present - No

5. PROCESSING PROCEDURE: Application Received - January 22, 1996
Office - Elizabeth City

6. SITE DESCRIPTION:

(A) Local Land Use Plan - Southern Shores
Land Classification From LUP - Conservation
(B) AEC(s) Involved: PT
(C) Water Dependent: No
(0) Intended Use: Government
(E) Wastewater Treatment: Existing - Nt A
Planned -
(F) Type of Structures: Existing - Culvert with road
Planned - Culvert with road
(G) Estimated Annual Rate of Erosion: Nt A
Source - Nt A

(A) Vegetated Wetlands "
(B) Highground 1000 square feet Excavated and filled
600 square feet
(C) Other
PT 550 square feet "
,

DREDGED

[AREA]
FILLED

OTHER

7. HABITAT DESCRIPTION:

(0) Total Area Disturbed: 2,150 square feet (.05 acres)
(E) Primary Nursery Area: Yes
(F) Water Classification: SC Open: NtA

8. PROJECT SUMMARY: The applicant proposes to remove an existing 30' x 16' culvert and replace
it with a 40' x 25' culvert. The applicant proposes to fill approximately 550 square feet of Public
Trust Waters to construct a concrete retaining wall and backfill to stabilize the roadbed.

~

Town of Southern Shores
Bio Report
Page Two

Site Description

,

The Town of Southern Shores, Dare County proposes to replace a culvert located under
Dogwood Trail in the Duck Woods section. The culvert is located in a man-made canal known
as Pelican Canal which connects the approximately six miles of man-made waterways in Duck
Woods with the community yacht club on Martin's Point Creek. The existing culvert is
approximately 16 feet wide and 30 feet long with a concrete headwall protecting each portal.
It carries Dogwood Trail, which is a paved road and is the major thoroughfare for the Duck
Woods Community. The elevation of Dogwood Trail at the apex of the culvert is 9 feet above
normal water level. Adjacent properties are developed and undeveloped lots.

Pelican Canal is approximately 54 feet wide and 6 feet deep at the crossing site.
Martin's Point Creek, which is classified as SC by DEM, is designated a primary nursery area
by the WRC. No wetlands are present at the work site.

Proiect Description

The applicant proposes to remove an existing 30' long x 16' wide x 51/2' height clearance
at NWL culvert and replace it with a 40' long x 25' wide X 7' height culvert. The new culvert
will be a precast concrete type; however, the applicant notes that ribbed aluminum may be
substituted. Existing concrete headwalls are to be removed and replaced with new concrete
head walls and wing walls to stabilize the embankment.

Anticipated Impacts

In order to remove the existing culvert, approximately 1,000 square feet of existing
highground will have to be excavated. Placement of the new culvert will require 600 square feet
of fill in the roadway area. An additional 550 square feet of fill will be placed in Public Trust
Waters during the construction and backfilling of the proposed headwall and wing walls. Boat
traffic and water exchange capacity will increase. Water turbidity will increase temporarily
during construction.

CAMA Review

The proposed project involves the Public Trust Waters Area of Environmental Concern.
The proposed project will result in .01 acres of Public Trust Waters being lost. Total
disturbance in the AEC will be .05 acres. No historical/archeological significance is associated
with this lot. No endangered or threatened species of plants or animals have been identified in
the project area.

,.

Town of Southern Shores
Bio Report
Page Three

The canal crossing site is not part of any unique geologic formation. There are no
submerged aquatic beds within the project area.

A consistency review of the project with the Town of Southern Shores Land Use Plan
will be sent under a separate letterhead.

Submitted by:
Date:

Frank A. Jennings, III
February 1, 1996

Fortn DCM-MP-l

APPLICATION

r

RECl='I\!r:n

(To be completed by all applicants)

~AN 1 9 1996

1. APPLICANT

a. Landowner:
Name (; OJ &< ('J I f~ -4 Wu Jt, f/YI'S
Address 6 .fKv;; H e. /Z cf
,

City k'fllv ;laW fc State /L(t!
/
Zip Z.f7 ~ 7 Day Phone c;/? l'.t. 2:;9 <I

Fax J/7' 2~/- 2,39 ~

b. Authorized Agent:
Name Cav rr~..rJ
/
Address S";&He as Q.bej v-€...

City State

Zip

Day Phone

Fax

c. Project name (if }IJY) 77r;7(J,1(71)d ?;-Q r~(
Cu(vu"t. ~Y/.'Cfy€..

NOTE: Pemrit wiU N illued in name oflandowner(I), and/or
project Mme.

2. LOCATION OF PROPOSED
PROJECT

a. County -P~fL

Revised 03/95

b. 'c9JoWD, Te ~mark~
I d'U/'l...A.. ,.-j ... lA (]""V U

c. Str~ address or secoJUtary road lJum~ I
/'i~/j~8 3: P..7aJwcl .I~ t_

d. Is proposed work within city limits or planning
jurisdiction? V Yes No

e. Name of body of water n;:;..est project (e.g. river,
creek, sound, bay) ~ 'Of,( Cb. Ha (

3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT

a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
e - ~
{:
(jyY,^

b. Is the p~oposed activity mainten~ye of ~ existing
project, new work, or both? M9 ;'H 'lLVfCl uC~

c. Will the prgi~ be for public, private or commercial
use? . / u 14,: C .

d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. If more space is needed, pleas atta h
additional pag. ~ IU
lA (!..V
II

Form DCM-MP-l

4. LAND AND WATER
CHARACTERISTICS

a. Size of entire tract fa if:

f- &6;r.

b. Size of individuallot(s)

,...; ~
.

c. Approximate elevation of tract above MHW or
NWL -+/;0 B I. , . ,-

d. Soil type(s) and texture(s) of tract
\' F>.~.d- +-' ora a.;,/ "fed, ~ -t.11'I+
I .

e. Vegetationontract Ne,-f""r?./ /, Y'1A5h

f.

g.

Conservation
V Developed
_ Rural

_ Transitional
_ Community
---.-:. Other

h.

" -'

i.

Is the propo,project consistent with the applicable
zoning? Yes No
(An4ch :oning compliance cerrijiCQIe, if applicable)

j.

Has a professional archaeological assessment been
done for ~e tract? _ Y es ~ No
If yes, by whom?

k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or~ible property?
_ Yes No

1. Are there wetlands on the site? . Yes ~No
Coastal (marsh) Other ;-:-
If yes, has a delineation been conducted?
(Attach doaunDlllJlion, if avaiJDble)

.... I I

I
J '

~tCt\'JEn
Qf.C '2. 7 \995

\
\
\
\

m. Describe existing wastewater treatment facilities.
Aft

\

n. Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, .wash
down- and residential discharjes.)
IYlI V?t'::r'y r~?dJt.Lvf'rJc~ 'fv.."t>-ff

/

o. Describe existing drinking water supply source.
N ~ 11f' .

s. ADDmONAL INFORMATION

In addition to the completed application form, the
following items must be submitted:

· A copy or the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties. If the applicant is not
claiming to be the owner of said property, then
forward a copy of the deed or other instrument under
which the owner claims title, plus written permission
from the owner to carry out the project.

. An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 1IZ- by 11. white paper. (Refer to
Coastal Resources Ct'mmission 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

"'0~\"\-D
\1\:.\;\:' ' ~
\)iC '2. 1 \qq~

(SR)

Fonn DCM-MP-l

site. Include highway or secondary road
numbers, landmarks, and the like.

· A Stonnwater Certification, if one is necessary.

\~ A list of the names and complete addresses or the
adjacent waterfront '(riparian) landowners and
signed return receipts as proor that such ownen
have received a copy or the application and plats
by certified mail. Such landowners must be advised
that they have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management. Upon signing this form, the applicant
further certifies that such notice has been rovided.

Name er/, /,rlA t 4k
Address
Phone

Name
Address
Phone

Name
Address
Phone
+
· A list or previous state or rederal permits issued for
work on the project tract. Include permit IIlmbers,
permittee, and issuing dates.

H f!) 11~

· A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) . to cover the costs of processing the
application.

· A signed AEC hazard notice for projects in
oceanfront and inlet areas.

· A statement or compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public lands, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.

V..vK.-d n'l/Q.C

6. CERTIFICATION AND PERMISSION
yO ENTER ON LAND

/

I understand that any permit issued in response to this
application will allow only the development described in
the application. The project will be subject to conditions
and restrictions contained i'l 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 certify that I am authorized to grant, and do in fact,
grant permission to representatives of state and federal .
review agencies to enter on the aforementioned lands in
connection with evaluating information related to this
permit application and follow-up monitoring of the
project.

I further certify that the information provided in this
application is truthful to the best of my knowledge.
I '

This is the

(f day of ~. J 19 9~
C?lJf (!RO~-~7%~~~O~(8

Print Name

Signature~ ~

r or Authorized Agml

Please indicate attachments pertaining to your proposed
project.

_ DCM MP-2 Excavation and Fill Information
_ DCM MP-3 Upland Development
DeM MP-4 Structures Information
2' DCM MP-5 Bridges and Culverts
_ DCM MP-6 Marina Development

NOTE: Please sign and date each. attachment in the
spac,e provided at the bottom of each form.

~ 5'fil_ift.r.~ 'ft.ovu Cwc'e ;j!:l'ctlc~
~O,:;?~ 2i3
/<l~ Ur:u.J(, lVC ~r=P~'7

For'll DCM-MP-S

BRIDGES AND
CULVERTS '

~tCt.\\]t\)
~ 1 \qq7J
~tC

Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-l. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.

(4) Will all, or a part of, the existing culvert be
removed? (Explain)

g. Length of proposed bridge

~

h. Width of proposed bridge

a. Public

Private

i. Height of proposed bridge above wetlands

b. Type of bridge (construction material)

j. Will the proposed bridge affect existing water flow?
Yes No
If yes, explain

c. Water body to be crossed by bridge

d. Water depth at the proposed crossing at MLW or
NWL

k. Navigation clearance underneath proposed bridge

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)

I. Will the
reducing
opening?
If yes, explain

proposed bridge affect navigation by
or increasing the existing navigable
Yes No

m. Will the proposed bridge cross wetlands containing
no navigable waters? Yes No
If yes, 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
theMHWorNWL

n. Have you contacted the U.S. Coast Guard
concerning their approval?
Yes No
If yes, please provide record of their action.

Revised 03/95

DtC '2. 7 \795

j. Will the proposed..AIlvert affect existing navigation
potential? V Y , No I. I
lUes, explain t!a 9/M HrY~C 4>" /~. .
..JI1Cyt!o..tuf wid 0/lr.'r11<:;;'"Z.- ll.)()I/
.-L -Ii " ,
,-;;::"0' ' , I. C .

,

Form DCM-MP-S

_~-AJII\CI\ ~r.\)
\,t.\...~_\\ '-"

2. CULVERTS - 8(Z.1'l?~rZ

a. Water body in which culvert is to be placed
P";;COrA Calf 0..(

b. Number of culverts proposed I

c. Type of culvert (construction material" style) I
A !UIM,'I-1tA. IAA , !(jW (lr~~
-1/0.+ br'J #d u,( -

d. Will proposed culvep;replace an existing bridge?
_ Yes y 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 p~osed culvert replace an existing culvert?
~ Yes No
If yes,
?..., ,
(1) Length of existing culvert LVI
(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) Ve 5

f. Length of proposed culvert

4c::J '

g. Width of proposed culvert

zs-'

h.' Height of the top of the proposed culvert above the
MHWorNWL ~.~'

i.

Revised 03/95

3. EXCAVATION AND FILL

a. Will the placement of the proposed bridge or culvert
require any excavation below the MHW or NWL?
:....L Yes No
If yes,
(1) Length of area to be excavated .. 4() I
(2) Width of area to be excavated ~ I
(3) Depth of area to be excavated Q I
(4) Amount of material to be excavated in cubic
yards IfF-II (! v
I "

b. Will the placement of the proposed br~ge or culvert
require any excavation within: .!i3-
_ Coastal Wetlands _ SA Vs _ Other Wetlands
If yes,
(1) Length of area to be excavated
(2) Width of area to be excavated
(3) Amount of material to be excavated in cubic
yards

c. Will the placement of the proposed bridge or culvert
requ~ any high ground excavation?
Yes No
If yes,
(1) Length of area to be excavated 3~
(2) Width of area to be excavated ~~ I'
(3) Amount of material to be excavated in cubic
yards cr Z 2:.

,.

d. If the placement of the bridge or culvert involves
any excavation, please complete the following:
(1) Locati?9 of tj:le spoj,t d~sal area;.L .
flrl'.S,i:G.. ~~(( ~ Cl..l/llwl:'
(2) Dimensions of spoil disposal area
4'() ')(" q'"a ' .
(3) Do you~aim title to the disposal area?
~ Yes No
If no, attach a letter granting permission from
the owner.

~t.Ct.\'Jt.O

~~C " 7 \qq)

(4) Will the disposal ar9 be available for future b. Will the proposed project require the relo~ of
maintenance? V Yes No any existing utility lines? _ Yes No
(5) Does the disposal area include any coastal If yes, explain in detail ,.
wetlands (marsh), SA Vs, or other wetlands?
_ Yes v"'" No
If yes, give dimensions if different from (2)
above.
(6) Does the disposal area inclucje any area below
the MHW or NWL? ~ Yes _ No
If yes, give dimension if different from No.2
above.

Form DCM-MP-S

e. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) to be gJaced below
MHW or NWL? Yes -L.. No
If yes,
(1) Length of area to be filled
(2) Width of area to be filled
(3) Purpose of fill

f. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) to be placed within:
_ Coastal Wetjands _ SA Vs _ Other Wetlands
If yes, If ~
(1) Length of area to be filled
(2) Width of area to be filled
(3) Purpose of fill

g. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) J.D be placed on
highground? _ Yes ~ No
If yes,
(1) Length of area to be fJ.lled
(2) Width of area to be filled
(3) Purpose of fiU

4. GENERAL

a. Will the proposed p9>ject involve any mitigation?
_ Yes V No
If yes, explain in detail

Revised 03/95

,

c. Will the proposed project require the construction of
any temporary deto9C structures?
_ Yes V No
If yes, explain in detail

d. Will the proposed project ,Jequire any work
channels? _ Yes ~ No
If yes, complete Fonn DCM-MP-2

e. How will excavated or fiU mat ial
and erosion controlled? Co ~r1

f. What type of construction equipment will be used
(for example, draglinr, backhoe or hydraulic
dredge)? ~ X1::o"JO-"t;c"V", CV"O.lot e. .
""

g. Will wetlands be crossed in transporting equipment
to project site? _ Yes ./ No
If yes, explain steps that will be taken to lessen
environmental impacts.

h. Will the placement of the proposed bridge or culvert
require any shoreline stabilization?
---L.. Yes No d . /" )
If yes, explain iy de~iI $'e e 1M 90 \. 9'Y'Cr.s
@l ~iS'"} IM-"" {. ci s ~ '" I I V

-:7~ef/~
1/)5 ~

AppUcmt or Project ~

sE~~
/f~/99s.

Date

12,0'

100'

8,0'

FEJ THER
OV RLA Y

6,0'

4,0'

20'

0,0'

20'

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NAIL J2 1 00
5,76'

0128
- ~
5,50'

-t 0..:::.56
5,77'

0186
-i6,92'

.....

WIDTH VARIES

2' 1.2

6" ABC

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SECTION

N T.S.

F ROPOSEI ROADV A Y
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---
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25', 6'r '0 . OJ.> WOODEN BRIDGE RAILING
r ' ~ _ ~ ,/ (TO BE REMOVED TYP)
TT~ II _-'
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I I 1-1 ,-
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,. ,;,t:q."148 '. ..." \,~ .1" .t..:,'t I'" .";.:~""< ,"!,. '.
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TREES@ I 1
(SAVE) ~~ l (PROPOSE RECAST \
300 CULVERT ( I
(TYPI PRO!>OSED CONCRETE "
1 HEADWALL ITYP)
PROPOSED CONCRETE
WINGWALL (TYP)

SITE NORTH

\

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----

1 + 18
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CENTERLINE

c ~'.Clli".~

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PLAN

1" :;J= 20'

FEATHE
OVERLA

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ROADWA Y CENTERLINE STATIONS

EXISTING ELEVATIONS

-- - PROPOSED EDGE OF PAVEMENT

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4F-'v'i')ION 3

SHEET NO.

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OF SHEETS
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PROJF:CT NO

90033

STABILIZATION:

SOIL EROSION AND SEDIMENTATION:

MATERIAL SPECIFICATION:

CONCRETE: 3,000 PSI MINIMUM. ADMIXTURES MAY BE
EMPLOYED ONLY WITH PRIOR APPROVAL OF THE TOWN,

ALL MATERIALS SHALL BE NEW AND IN AS-NEW CONDITION.

BACKFILL: CLEAN SAND OR NATIVE SOIL FREE OF ORGANICS,
CLAY. SILT AND TRASH OR DEBRIS.

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!iENERAL NOTES:

1, CONTRACTOR SHALL LOCATE AND PROTECT EXISTING
UTILITIES FROM DAMAGE, CONTRACTOR SHALL NOTIFY
"ULOCO" AND THE DARE COUNTY WATER DEPARTMENT
NOT LESS THAN 72 HOURS PRIOR TO COMMENCEMENT
OF LAND DISTURBING ACTIVITIES. ONLY THE WATER
MAIN IS SHOWN ON THE DRAWINGS, BUT OTHER
UTILITIES ARE ASSUMED TO BE PRESENT.

1, FINE GRADE,

2, SEED, FERTILIZE AND APPLY MULCH OR EROSION
CONl HOL BLANKETS IN ACCORDANCE WITH THE
SEEDING SCHEDULE,

1. CONSTRUCTION ACTIVITIES SHALL BE UNDERTAKEN AND
CONTROLLED IN SUCH A MANNER AS TO MINIMIZE
SOIL DISTURBANCE AND EROSION.

GENERAL PROJECT SEOUENCE:

1. INSTALL SOIL EROSION AND SEDIMENTATION CONTROL
FEATURES AND TEMPORARY TOILET,

2. PROTECT UTILITIES.

3. DEMOLISH AND REMOVE EXISTING FACILITIES AND
DEBRIS.

4. INSTALL NEW CULVERT SYSTEM

5, BACKFILL AND COMPACT,

6. CONSTRUCT ROADWAY,

7. STABILIZE.

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2. SILT FENCES SHALL BE INSTALLED IN THE LAGOON
ADJACENT TO THE PROJECT WORK AREA.

3, REPAIB EROSION DAMAGE NOT CAUSED BY A 10-YEAR
OR GREATER STORM DURING THE FIRST YEAR AFTER
ACCEPTANCE OF THE COMPLETED PROJECT BY THE
TOWN.

3. SILT FENCES SHALL BE INSTALLED WHERE NECESSARY
TO PREVENT EROSION OF DISTURBED BANKS INTO THE
LAGOON.

R.D.C.

R.D.C.

2, CONTRACTOR SHALL COORDINATE WITH UTILITIES
PROVIDERS TO A VOID EXTRA WORK AND DELAY.

3. THE CONTRACTOR IS RESPONSIBLE TO RELOCATE THE
WATER MAIN. OTHER UTILITIES PfWVIDERS ARE
RESPONSIBLE TO RELOCATE THEIR RESPECTIVE
FACILITIES.

4. APPLY EXCELSIOR BALNKETS WHERE THE SLOPE
EXCEEDS 1:2 (V:H), OR WHERE CONCENTRATED FLOWS
OCCUR.

4, TEMPORARY EROSION CONTROL FEATURES SHALL BE
MAINTAINED UNTIL PERMANENT FEATURES ARE
ESTABLISHED, EXCEPT THAT SILT FENCES IN THE
LAGOON SHALL BE REMOVED UPON COMPLETION OF
THE CULVERT INSTALLATION AND STABILIZATION OF
THE LAGOON BANKS.

C Ai F

AS NOTED

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SEEDING SCHEDULE

4. CONTRACTOR SHALL MAINTAIN A SAFE AND PASSABLE
ROADWAY TRAVEL SURFACE AT ALL TIMES THAT THE
ROADWAY IS OPEN FOR TRAFFIC, CLOSURE OF THE
ROADWA Y SHALL BE FOR THE MINIMUM REASONABLE
TIME, AND SHALL BE ONLY AS APPROVED BY THE
TOWN. THE CONTRACTOR SHALL INSTALL AND
MAINTAIN SUFFICIENT TRAFFIC CONTROLS (INCLUDING
STREET CLOSURE SIGNS) FOR THE CONDITIONS WHICH
OCCUR DURING THE CONSTRUCTION PERIOD,

APRIL 1 - JULY 15; PERMANENT SEEDING:

K-31 FESCUE
COMMON BERMUDAGRASS
GERMAN MILLET

3 LB/1000 SO FT
1 LB/1000 SO FT
3 LB/1000 SO FT

(NOTE: DISTURBED AREAS SHALL BE SEEDED OR SODDED
WITHIN 30 DAYS OF CESSATION OF LAND DISTURBING
ACTIVITIES)

NOTE: DELETE GERMAN MILLET IF OVERSEEDING
AN ESTABLISHED TEMPORARY SEEDING

AUGUST 15 - APRIL 1; TEMPORARY SEEDING:

5. CONTRACTOR SHALL MAINTAIN THE JOBSITE NEAT AND
CLEAN. CONTRACTOR SHALL PRO PERL Y DISPOSE OF
DEBRIS. WASTE, EXCESS MATERIAL AND TRASH. THE
SITE SHALL BE LEFT NEAT, CLEAN AND ORDERLY,

K-31 FESCUE
WINTER RYE GRAIN

3 LB/1000 SQ FT
5 LB/1000 SO FT

6, CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE
CONDUCT AND SUPERVISION OF ALL WORK
ASSOCIATED WITH THIS PROJECT.

SEEDING OR SODDING SHALL BE ACCOMPANIED BY 25 LB OF
10-10-10 FERTILIZER PER 1000 SO FT OR ACCORDING TO SOIL
TEST. ALL SEEDED AREAS SHALL BE MULCHED WITH STRAW
AND DISKED AT THE RATE OF 100 LB PER 1000 SO FT OR
SHALL BE HYDRO-SEEDED AND MULCHED AT A RATE
SUFFICIENT TO ACCOMPLISH THE SEEDING SCHEDULE AND TO
CONTROL WIND AND WATER BORNE EROSION. EXCELSIOR OR
EQUIVALENT BLANKETS SHALL BE INSTALLED AND STAPLED IN
PLACE IN ACCORDANCE WITH THE MANUFACTURERS
RECOMMENDATIONS FOR SEEDED AREAS WITH SLOPES
STEEPER THAN 1:3 (V:H). OVERSEEDING OF ESTABLISHED
TEMPORARY SEEDING SHALL BE MULCHED AS REQUIRED TO
PROTECT AND HOLD THE SEED. SOD SHALL BE LIVE,
HEALTHY BERMUDA GRASS.

7. CONTRACTOR SHALL COMPLY WITH ALL LAWS AND
REGULATIONS APPLICABLE TO GENERAL CONTRACTING
IN THE STATE OF NORTH CAROLINA.

8. "NOISE" HOURS ARE 7:00 AM TO 8:00 PM WEEKDAYS
AND SATURDAYS. NO WORK SHALL BE PERFORMED
DURING OTHER HOURS EXCEPT WITH THE PRIOR
APPROVAL OF THE TOWN.

REPAIR AND/OR REPLACEMENT OF THE SEEDING OR SODDING
INSTALLATION SHALL BE THE RESPONSJB&UTY OF THE
CONTRACTOR IN THE EVENT OF PARTIAL OR COMPLETE
FAILURE OF THE SEEDING TO GERMINATE AND/OR THE
SEEDING OR SODDING TO BECOME ESTABLISHED. ALL SEEDED
AREAS SHALL RECIEVE AN APPLICATION OF FERTILIZER AT
THE INITIAL RATE AT THE BEGINNING OF THE SECOND
GROWING SEASON.

IF PERMANENT SEEDING OR SODDING CANNOT BE PERFORMED
UPON COMPLETION OF LAND DISTURBING ACTIVITIES,
TEMPORARY SEEDING SHALL BE INSTALLED AND MAINTAINED
UNTIL PERMANENT SEEDING CAN BE INSTALLED.
ESTABLISHMENT OF PERMANENT STABILIZATION IS THE
RESPONSIBILITY OF THE CONTRACTOR.

C-4

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90033

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GENERAL NOTES:

1. CONTRACTOR SHALL LOCATE AND PROTECT EXISTING
UTILITIES FROM DAMAGE. CONTRACTOR SHALL NOTIFY
"ULOCO" AND THE DARE COUNTY WATER DEPARTMENT
NOT LESS THAN 72 HOURS PRIOR TO COMMENCEMENT
OF LAND DISTURBING ACTIVITIES. ONLY THE WATER
MAIN IS SHOWN ON THE DRAWINGS, BUT OTHER
UTILITIES ARE ASSUMED TO BE PRESENT.

2, CONTRACTOR SHALL COORDINATE WITH UTILITIES
PROVIDERS TO A VOID EXTRA WORK AND DELAY.

3, THE CONTRACTOR IS RESPONSIBLE TO RELOCATE THE
WATER MAIN. OTHER UTILITIES PROVIDERS ARE
RESPONSIBLE TO RELOCATE THEIR RESPECTIVE
FACILITIES.

4. CONTRACTOR SHALL MAINTAIN A SAFE AND PASSABLE
ROADWAY TRAVEL SURFACE AT ALL TIMES THAT THE
ROADWA Y IS OPEN FOR TRAFFIC, CLOSURE OF THE
ROADWAY SHALL BE FOR THE MINIMUM REASONABLE
TIME, AND SHALL BE ONLY AS APPROVED BY THE
TOWN. THE CONTRACTOR SHALL INSTALL AND
MAINT AIN SUFFICIENT TRAFFIC CONTROLS (INCLUDING
STREET CLOSURE SIGNS) FOR THE CONDITIONS WHICH
OCCUR DURING THE CONSTRUCTION PERIOD.

5. CONTRACTOR SHALL MAINTAIN THE JOBSITE NEAT AND
CLEAN. CONTRACTOR SHALL PROPERLY DISPOSE OF
DEBRIS, WASTE, EXCESS MATERIAL AND TRASH. THE
SITE SHALL BE LEFT NEAT. CLEAN AND ORDERLY.

6. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE
CONDUCT AND SUPERVISION OF ALL WORK
ASSOCIATED WITH THIS PROJECT.

7. CONTRACTOR SHALL COMPLY WITH ALL LAWS AND
REGULATIONS APPLICABLE TO GENERAL CONTRACTING
IN THE STATE OF NORTH CAROLINA.

8. "NOISE" HOURS ARE 7:00 AM TO 8:00 PM WEEKDAYS
AND SATURDAYS. NO WORK SHALL BE PERFORMED
DURING OTHER HOURS EXCEPT WITH THE PRIOR
APPROVAL OF THE TOWN,

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STABILIZATION:

1. FINE GRADE,

2. SEED. FERTILIZE AND APPLY MULCH OR EROSION
CONTROL BLANKETS IN ACCORDANCE WITH THE
SEEDING SCHEDULE.

3. REPAIR EROSION DAMAGE NOT CAUSED BY A 10-YEAR
OR GREATER STORM DURING THE FIRST YEAR AFTER
ACCEPTANCE OF THE COMPLETED PROJECT BY THE
TOWN.

4. APPL Y EXCELSIOR BALNKETS WHERE THE SLOPE
EXCEEDS 1:2 (V:H). OR WHERE CONCENTRATED FLOWS
OCCUR.

SEEDING SCHEDULE:

APRIL 1 - JULY 15; PERMANENT SEEDING:

K-31 FESCUE
COMMON BERMUDAGRASS
GERMAN MILLET

3 LB/WOO SQ FT
1 LB/1000 SO FT
3 LB/1000 SO FT

NOTE: DELETE GERMAN MILLET IF OVERSEEDING
AN ESTABLISHED TEMPORARY SEEDING

AUGUST 15 - APRIL l' TEMPORARY SEEDING:

K-31 FESCUE
WINTER RYE GRAIN

3 LB/1 000 SQ FT
5 LB/1000 SQ FT

SEEDING OR SODDING SHALL BE ACCOMPANIED BY 25 LB OF
10-10-10 FERTILIZER PER 1000 SO FT OR ACCORDING TO SOIL
TEST. ALL SEEDED AREAS SHALL BE MULCHED WITH STRAW
AND DISKED AT THE RATE OF 100 LB PER 1000 SO FT OR
SHALL BE HYDRO-SEEDED AND MULCHED AT A RATE
SUFFICIENT TO ACCOMPLISH THE SEEDING SCHEDULE AND TO
CONTROL WIND AND WATER BORNE EROSION. EXCELSIOR OR
EOUIVALENT BLANKETS SHALL BE INSTALLED AND STAPLED IN
PLACE IN ACCORDANCE WITH THE MANUFACTURERS
RECOMMENDATIONS FOR SEEDED AREAS WITH SLOPES
STEEPER THAN 1:3 (V:HI. OVERSEEDING OF ESTABLISHED
TEMPORARY SEEDING SHALL BE MULCHED AS REQUIRED TO
PROTECT AND HOLD THE SEED. SOD SHALL BE LIVE,
HEALTHY BERMUDA GRASS.

REPAIR AND/OR REPLACEMENT OF THE SEEDING OR SODDING
INSTALLATION SHALL BE THE RESPONSIBIlITY OF THE
CONTRACTOR IN THE EVENT OF PARTIAL OR COMPLETE
FAILURE OF THE SEEDING TO GERMINATE AND/OR THE
SEEDING OR SODDING TO BECOME ESTABLISHED. ALL SEEDED
AREAS SHALL RECIEVE AN APPLICATION OF FERTILIZER AT
THE INITIAL RA TE AT THE BEGINNING OF THE SECOND
GROWING SEASON.

IF PERMANENT SEEDING OR SODDING CANNOT BE PERFORMED
UPON COMPLETION OF LAND DISTURBING ACTIVITIES,
TEMPORARY SEEDING SHALL BE INSTALLED AND MAINTAINED
UNTIL PERMANENT SEEDING CAN BE INSTALLED.
ESTABLISHMENT OF PERMANENT STABILIZATION IS THE
RESPONSIBILITY OF THE CONTRACTOR.

SOil' EROSION AND SEDIMENTATION:

1. ' CONSTRUCTION ACTIVITIES SHAll BE UNDERTAKEN AND
CONTROllED IN SUCH A MANNER AS TO MINIMIZE
SOil DISTURBANCE AND EROSION.

2. SilT FENCES SHALL BE INSTAllED IN THE LAGOON
ADJACENT TO THE PROJECT WORK AREA,

3. SILT FENCES SHALL BE INSTAllED WHERE NECESSARY
TO PREVENT EROSION OF DISTURBED BANKS INTO THE
LAGOON.

4. TEMPORARY EROSION CONTROL FEATURES SHAll BE
MAINTAINED UNTIL PERMANENT FEATURES ARE
ESTABLISHED, EXCEPT THAT SILT FENCES IN THE
lAGOON SHAll BE REMOVED UPON COMPLETION OF
THE CULVERT INSTALLATION AND STABILIZATION OF
THE LAGOON BANKS.

(NOTE: DISTURBED AREAS SHALL BE SEEDED OR SODDED
WITHIN 30 DAYS OF CESSATION OF LAND DISTURBING
ACTIVITIES)

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MATERIAL SPECIFICATION:

CONCRETE: 3.000 PSI MINIMUM. ADMIXTURES MAY BE
EMPLOYED ONLY WITH PRIOR APPROVAL OF THE TOWN,

ALL MATERIALS SHALL BE NEW AND IN AS-NEW CONDITION.

BACKFILL: CLEAN SAND OR NATIVE SOil FREE OF ORGANICS.
CLAY. SILT AND TRASH OR DEBRIS.

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GENERAL PROJECT SEOUENCE:

1 . INSTALL SOIL EROSION AND SEDIMENT A TION CONTROL
FEATURES AND TEMPORARY TOILET.

2, PROTECT UTILITIES.

3. DEMOLISH AND REMOVE EXISTING FACILITIES AND
DEBRIS.

4. INSTALL NEW CULVERT SYSTEM.

5. BACKFILL AND COMPACT.

6. CONSTRUCT ROADWAY.

7. STABILIZE.

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