20050697 Ver 1_Complete File_20050421

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~ Permit Class --:;'-55 LAttY 0 So ({J i ( Permit Number
* NE\V 115-05
1ST ATE OF NORTH CAROLINA
: Department of Environment and Natural Refb)~@n~@ l\)\
~ and \l\\ ~
~ Coastal Resources Con;mission JUL 2, 5 2005

j tl ttmtt ~~:,,;~~i:iR~:flWlC1l
~ for
~: l Major Development in an Area of Environmental Concern
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* pursuant to NCGS 113A-118
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:~ , as requested in the permittee's application dated 3/25/05 (MP-l and MP-2)

I and 4/11/05 (MP-4), includin~ the attached workplan drawing (l), dated 3/27/05. 1..*

* This permit, issued on .Julv 20, 2005 , is subject to compliance with the application (where consistent
~ with the permit), all applicable regulations, special conditions and notes set forth bclO\v. Any violation of these terms may *
:i be subject to fines, imprisonment or civil action; or may cause the permit to be null and void. ~
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:; Archacological Asscssmcnt l
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:( 1) Prior to initiation of any ground disturbing or dredging activities within the project area, the permittee *
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:l shall engage an experienced archaeologist to relocate and identify the site boundaries of 31HY6 and i
~ determine if the proposed undertaking is within the boundaries of this site. If the proposed project is ~
;,~ within the site boundaries, the investigator shall evaluate whether the site is eligible for listing in the :r
, National Register of Historic Places (NRHP). In addition the investigator should determine whether the '0'
f :~
i site may be adversely affected by the project activities; and, if so develop and implement an appropriate :~
:i mitigation plan should the site be considered eligible for the NRHP. All activities associated with the i
~~ archaeological investigation shall be coordinated with the Office of State Archaeology, and copies of all i
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;( documentation provided to the Division of Coastal Management. l
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:\: (Scc attachcd shccts for Additional Conditions)!
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:i This permit action may be appealed by the permittee or Signed by the authority of the Secretary of DENR and the :i
::: other qualified persons within twenty (20) days of the issuing Chairman of the Coastal Resources Commission. ~
* date. An appeal requires resolution prior to work initiation or :~
:; continuance as the case may be. :i:
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::: This permit must be accessible on-site to Department *
* personnel when the project is inspected for compliance...- ~
i d arIes S. Jones, Director i
:~ Any maintenance work or project modification not covered / n *
:l hereunder requires further Division approval. Division of Coastal ~Ianagement .~
~ .

* All work must cease when the permit expires on This permit and its conditions are hereby accepted. ~
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* Decembcr 31,2008 1:
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i In issuing this permit, the State of Korth Carolina agrees *
~ that your project is consistent with the Korth Carolina Coastal ~
:.i. Management Program. Signature of Pennittee ~(
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~ Excavation and/or filling pursuant to NCGS 113-229

Issued to H.E. Whichard, Jr., P.O. Box 1863, Greenville, NC 27835-1863
Authorizing development in Hyde County at Pun~o River, end of SR 1150, Durants Point

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I I-I.E. Whichard, Jr. Permit # 115-05
~ Page 2 of 5

ADDITIONAL CONDITIONS

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~ Shoreline Stabilization
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t 6) As a result of the coordination with the D,S. Army Corps of Engineers, the construction of the ten 15- :~
~ foot wide x 25-foot long riprap groins along the shoreline is not authorized. ~

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~::.':~ 7) The alignment of the permitted bulkhead and riprap shall be staked by a representative of the Division of ~:
~ Coastal Management within a maximum of 30 days prior to the start of any construction, Failure to t
:1 initiate construction within 30 days, or erosion of the shoreline by adverse weather conditions shall :1
:; require the alignment to be re-staked by DCM within a maximum of 30 days prior to the new expected :1
1 start of construction. ~
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* 8) The bulkhead shall be constructed prior to any backfilling activities, ]
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.~ 9) The bulkhead shall be structurally tight so as to prevent seepage of backfill materials through the ]
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:jlO) The bulkhead shall be solid and constructed of treated wood, concrete slabs, metal sheet piles or other 1.t
:r. suitable materials approved by department personnel. t
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J. 11) The backfill material shall be clean and free of any pollutants except in trace quantities. x
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~ 12) The alignment of the approved riprap shall not extend more than 13 feet from the normal water level at ]
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Boat Basin and Access Channel Excavation

2)

Excavation shall not exceed -3 feet below the normal water level. In no case shall the depth of
excavation exceed the depth of connecting waters,

An emthen plug shall be left between the area to be excavated and the Pungo River, and a 24-hour
period after completion of excavation shall elapse prior to plug removal to prevent unnecessary siltation
into the Pungo River.

Spoil Disposal

All excavated materials shall be confined landward of the normal water elevation contour and any
regularly or irregularly flooded vegetated wetlands, I

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All excavated materials shall be confined in the area designated on the attached workplan drawing dated
3/27/05, Any proposal to alter the location of the spoil disposal site shall require additional authorization
from the Division of Coastal Management.

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I H.E. Whichard, Jr. Permit # 115-05
Page 3 of 5

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ADDITIONAL CONDITIONS

The riprap material shall be free from loosc dirt or any pollutant. It shall be of a size sufficient to I
prevent its movement from the approved alignment by wave or cunent action, .

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The riprap material shall consist of clean rock or masonry materials such as but not limitcd to granite,
marl, or brokcn concrete.

Boat Ramp

15) The boat ramp shall either be poured at an upland location and pushed into place once hardencd, or
poured entirely within a watertight containment structure. Live concrete shall not be allowed to contact
waters of the State or waters that will enter waters of the State,

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Unless specifically altered herein, this permit authorizes only the new 6' x 290' pier and accompanying ~
boathouse and platform, repair to the existing 6'x 220' pier and accompanying platform, the two 2' x i
35' finger piers associatcd with the existing boat ramp, the two finger piers, onc 4' x 25' and one 4' x *
45' associated with the new boat ramp, and the 4' x 360' dock to be located around the proposed basin, ~
which are expressly and specifically set forth in the attached permit application and workplan drawing, ~
No other structure, whether floating or stationary, may become a pcrmancnt part of these docking ~
facilities without permit modification. No non-water dependent uses of structures may be conducted on, :~
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in or over public trust waters without permit modification. *

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Docking Facilities

The authorized boathouse shall not be completely enclosed or have side coverage more than one-half the
height of the side, from the roof waterward.

The authorized boathouse shall be single story, and shall not be designed to allow for second story use.

No attempt shall be made by the permittee to prevent the full and free use by the public of all navigable
waters at or adjacent to the authorized work.

The authorized structure and associated activity shall not cause an unacceptable interference with
navigation,

The permittee shall maintain the authorized work in good condition and in conformance with the terms
and conditions of this permit. The permittee is not relieved of this requirement if he abandons the
permitted activity without having it transferred to a third party,

This permit does not authorize the interference with any existing or proposed Federal project, and the
permittee shall not be entitled to compensation for damage to the authorized structure or work, or injury,
which may be caused from existing or future operations undertaken by the United States in the public
interest.

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ADDITIONAL CONDITIONS

The permittee shall install and maintain at his expense any signal lights or signals prescribed by the U.S,
Coast Guard, through regulation or otherwise, on the authorized facilities, At a minimum, permanent
reflectors shall be attached to these structures in order to make it more visible during hours of darkness
or inclement weather.

This permit authorizes a maximum of 9 boat slips, which includes the 6 boat slips located in the upland
boat basin and the three associated with the 290' new pier. At no time shall more than 9 vessels total be
moored or docked at this facility. No vessels may be moored or docked at any structure, other than
those previously mentioned, even on a temporary basis without permit modification. The restriction on
the number of vessels shall apply to all marine vessel types, including but not limited to motorboats,
.~ sailing vessels and personal watercraft.
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] Upland Development ~

~ 25) Unless specifically altered herein, this permit authorizes only the land disturbing activities associated ~
~ with the grading of the property owned by the applicant located at the south end of SR 1150, including 1
J the construction of the associatcd driveway, parking lot, and picnic area, all as expressly and specifically {
J set forth in the permit application dated 3/25/05 and depicted on the attached workplan drawing dated ~
:~ 3/27/05, Any additional land disturbing activitics and/or construction may require a modification of this *-
J permit. Contact a Division of Coastal Management representative at [phone] for this *
:1 determination if further land disturbing activities are proposed, ~
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(26) All fill material shall be clean and free of any pollutants except in trace quantities. *

~ Sedimentation and Erosion Control I
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:.~.'. NOTE: An Erosion and Sedimentation Control Plan shall be required for this project. This plan shall be ~
.~ filed at least thirty (30) days prior to the beginning of any land disturbing activity. Submit this :1
.i! plan to the Department of Environment and Natural Resources. Land Quality Section, 943 ]
.. Washington Square Mall, 'Washington, NC 27889. :(
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1 27) Appropriate sedimentation and erosion control devices, measures or structures shall be implemented to :(
:[: ensure that erol ded mbaterials do not enter ~d~acent wet~lanfds, watherclol ubrses and IPr~pertYll (de.~. siltd~encle, ~
;: diversion swa es or erms, etc.). At a mll11mUm, a S1 t ence s a e proper y ll1sta e 1mme lUte y :(
i landward of the bnlkead cap immediately following completion of backfilling activities. I

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:; Stormwater l\lanagemcnt 1
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:1 28) The N.C. Division of Water Quality approved this project under stormwater management rules of the :~
1 Environmental Management Commission under Stormwater Permit No. SW7050405 on 4/21/05. Any :1
* violation of the permit approved by the DWQ shall be considered a violation of this CAMA permit. :(
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The temporary placement or double handling of fill materials within waters or vegetated wetlands is not :.,1
authorized, ~
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The U.S. Army Corps of Engineers has assigned the proposed project COE Action rd. No. :~
200510888. 1
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ADDITIONAL CONDITIONS

Gcneral

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The permittee understands and agrees that, if future operations by thc United States requires the
removal, relocation, or other alteration of the structures or work authorized by this permit, or if in the
opinion of the Secretary of the Army or his authorized represcntative, said structure or work shall cause
unreasonable obstruction to free navigation of the navigable waters, the permittee shall be required,
upon due notice from the Corps of Engineers, to remove, relocate or alter the stlllctural work or
obstructions caused thereby, without expense to the United States or the state of North Carolina. No
claim shall be made against the United States or the state of North Carolina on account of any such
removal or alteration.

The constlllction and/or operation of the authorized facilities shall not directly result in any closure of
any waters that are open to the taking of shellfish, Any sllch closure directly attributable to the
authorized facility may require that the permittee undertake remedial actions to remedy the situation.

No vegctatcd wetlands shall be excavated or filled.

This permit does not eliminate the need to obtain any additional state, federal or local permits,
approvals or authorizations that may be required,

NOTE:

The permittee is advised that, in accordancc with the Rules of the Environmental Management
Commission, many non-water dependent activities are not authorized within 50 feet of the
normal water level.

The N.C, Division of Water Quality has authorized the proposed project under General Water
Quality Certification No. 3490 (DWQ Project No. 050697), which was issued on 6/7/05.

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Michael F. Easley, Govcmor

William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources

Alan W. Klimek, P.E. Director
Division of Water Quality

June 7, 2005

DWQ Project # 050697
Hyde County

H.E, Whichard, J r.
P,O. Box 1863
Greenville, NC 27835-1863

Subject Property:

Terminus of SR 1150
Durants Point on Pungo River
Near Scranton
Hyde County, NC

Approval of 401 Water Quality Certification (GC3490) with Additional Conditions

Dear Mr, Whichard:

You have our approval, in accordance with the attached conditjons, to place fill material within or
\
otherwise impact 0.76 acres of waters to install a pier, boathouse and shoreline stabilization as described
in your application received by the Division of Water Quality (D,WQ) Wetlands/401 Unit on April 21,
2005, After reviewing your application, we have determined that the Division of Water Quality (DWQ)
General Water Quality Certification Number 3490 covers these water impacts. 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, tWs approval to proceed with your proposed impacts or to conduct impacts to
waters as depicted in your application shall expire upon expiration of the 404 or CAMA Permit.

This approval is 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 the property is sold,
the new owner must be given a copy of this Certification and approval letter and is thereby responsible for
complying with all conditions, 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), This approval requires you to follow the conditions listed in the attached
certification and any additional conditions listed below.

The Additional Conditions of the Certification are:

1, Impacts Approved

The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:

Amount Approved
(Units)

Plan Location or Reference

OnehC l'
N~.r aro lOa
/vatllrnll!/

401 Wetlands Certification Unit
1650 Mail Service Center, Raleigh, North Carolina 27699.1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone]/ FftY. 919.733-6893/lntemet: http://h2o.enr.state.nc.us/ncwetlands

An Equal Opportunity/Affirmative Action Employer - 50% RecycledJ1 0% Post Consumer Paper

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H.E. Whichard, Ir.
Page 2 of2
I une 7

I 404/CAMA Wetlands I 0,76 (acres)

I DCM Field Investigation Report

2, Certificate of Completion

Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to the 401/Wetlands Unit, North Carolina Division of Water Quality,
1650 Mail Service Center, Raleigh, NC, 27699-1650.

3. Water Quality Certification

The proposed project must comply with all of the conditions of General Water Quality
Certification (GC) 3490.

Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application and as authorized by this Certification, shall expire upon
expiration of the 404 or CAMA Permit.

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, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714, This certification and its conditions are final and binding unless you ask for a
hearing,

TIus 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 Cyndi Karoly in the Central Office in Raleigh at 919-
733-9721 or Tom Steffens in the DWQ Washington Regional Office at 252-946-6481,

Sincerely,

~.~

Alan W. Klimek, P.E,

A WKJijm

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Enclosures:

GC 3490
Certification of Completion

cc: Hood Richardson, 110 West Second Street, Washington, NC 27889
Doug Huggett, DCM
US ACE Washington Regulatory Field Office
DWQ Washington Regional Office
File Copy
Central Files

Filename: 050697HEWhichardJ r(Hyde )401 ApprovalCAMA

, fa 050697

North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, Director William G, Ross, Jr., Secretary
MEMORANDUM

TO:

Ms. Cyndi Karoly
Division of Water Quality
\V~tlands Unit

FROrvl:

Doug Huggett
J\lajor Permits Processing Coordinator

DATE:

19 April 2005

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iC'VII~DSAND STORMWATER'BFW;':;'J

SUBJECT:

CArvIA/Dredge & Fill Application Review

APPLICANT:

1VIr. !-I.E, Whichard, Jr.

PROJECT LOCATION: Hyde County

PROPOSED PROJECT: Applicant proposes to establish a single-family residence complete
with an upland boat basin, new pier, boathouse and shoreline stabilization on a 76 acre
tract of t~mnland.

Please indicate bdow your position or viewpoint on the proposed project and return this
form by 10 l\Iay 200S. Please contact Steven 1. Trowell, at 252-948-3854, if you have any
questions regarding the proposed project. When appropriate, in depth comments with supporting
data are requested.

REPLY

This office has no objection to the project as proposed.

This office has no comment on the proposed project.

This office approves of the proposed project only if the recommended
changes are incorporated. See attached.

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

Signed

Date

943 Washington Square Mall, Washington, North Carolina 27889
Phone: [phone] \ FAX: [phone] \ Intemet: WWN.nccoastalmanagement.netl

One, C ]'
Nort 1 am ma
Nfllllmlly

An Equal Opportunity \ Affirmative Action Employer - 50% Recycled \ 10% Post Consumer Paper

!' "

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT

'-

1. APPLICANT'S NAME: Mr. H.E. Whichard, Jr.

2. LOCATION OF PROJECT SITE: Off SR 1150 on the east side of the Pungo River, east of Durants
Point, in Hyde County, near Scranton, North Carolina.
Photo Index - 2000: 109-1249;T-21 1995: 109-1158; V-16 1989:
State Plane Coordinates - X: 2,725,700 Y: 640,700
Pam Ii co Beach Quad. (upper left corner)

3. INVESTIGATION TYPE: CAMA/Dredge and Fill

4. INVESTIGATIVE PROCEDURE: Date of Site Visit -10 March 2005, 15 April 2005
Was Applicant Present - Yes

5. PROCESSING PROCEDURE: Application Received - 11 April 2005
Office - Washington

6. SITE DESCRIPTION:
(A) Local Land Use Plan - Hyde County
Land Classification From LUP - Rural (Highground)/Conservation (Water)
(B) AEC(s) Involved: EW, ES, PTA, PTS
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - None
Planned - One Septic tank with drain field
(F) Type of Structures: Existing - boat ramp, picnic shelter, pier and associated platform
Planned - Access channel to upland boat basin, boat ramp, launch piers,
slips, riprap groins, riprap shoreline, new pier with boathouse
(G) Estimated Annual Rate of Erosion: 5'/year

7.

HABITAT DESCRIPTION:

-- -.- - -- -- "-- - - - --
(A) Vegetated Wetlands N/A N/A N/A
(B) Non-Vegetated Wetlands 2,880 iP (Access 5,750 ft2 (Stone Groins) 3,000 ft2
Pungo River bottom Channel) 21,500 ft2 (Riprap) (shaded
- new pier)
(C) Other 2,400 ft2 (Access == 160,000 ft2
Upland Channel) 10,000 ft2 (Spoil disposal) :t78,640 ft2
(Boat basin) (Gravel parking area and
new paved road)

DREDGEQ

[AREA]
EILLEQ

OTHER

(D) Total Area Disturbed: 284170 ft2
(E) Primary Nursery Area: No
(F) Water Classification: SA NSW

6.5 ac.

Ol/ro

Open: Yes

8. PROJECT SUMMARY: The applicant proposes to establish a single family residence complete with an
upland boat basin, new pier, boathouse and shoreline stabilization on a 76 acre tract of farm land.

....

H.E. Whichard
Hyde County

Project Setting

The project site is a 76-acre farm located on the east side of the Pungo River
downstream of Durants Point in Hyde County off SR 1150 near Scranton, North
Carolina. The majority of the tract is row crop farmland with :t900 linear feet of ag field
adjacent to the Pungo River. Vehicular access to the site is down an unimproved dirt
path off SR 1150 through a wooded area to the ag field. The farm is adjacent to a pine
plantation managed and owned by Weyerhaeuser Timber Company to the south and a
vacant waterfront residential lot adjoining the applicant's property to the north. An area
of Coastal Wetlands is located between the vacant residential lot to the north and the ag
field. The erosion escarpment along the adjacent property including the Coastal Wetlands
have been stabilized with riprap to the property line. The shoreline along the ag field has
a narrow sandy estuarine beach with a :t4' high vertical erosion escarpment. A typical
:t6' wide farm drainage ditch separates the ag field from a +600' \\ide wooded area on
the south side of the property. The shoreline along the wooded area has a :t3' high
erosion escarpment with both live and dead trees erodedlblown over into the river. There
is an old home site present in the ag field. Oyster shell midden is scattered in the ag field
adjacent the river and is also observed emerging from the erosion escarpment.

There is an existing 6~ x 220' pier with a 16' x 31' T-head platfornl10cated at the
end of the farm path located on the northern edge of the ag field. \Vave action from past
storms has elevated the structure and has removed some decking. There is also an
existing boat ramp and picnic shelter in a maintained grassed area adjacent to the existing
pIer.

Water depths are generally shallow ranging from l' to 3'. Observations made
from the shoreline and while wading did not detect the presence of any rooted submerged
aquatic vegetation, although uprooted, floating widgeon grass (Ruppia maritime) was
observed. The Pungo River at this location is classified as SA KSW by the
Environmental Management Commission and Coastal Waters by the Division of Marine
Fisheries.

Project Description

The applicant proposes to develop the ag field into a single home site with boating
access. The proposal includes a 100' wide x 100' long x -3'upland boat basin. A
30'wide x 96'long channel excavated to a minus 3' below the normal water level (N\VL)
is proposed in the Pungo River with two 20'wide x 50'long riprap groins proposed as
stabilization leading to a 30'wide x 80'long x -3' channel/canal through highground to
the proposed basin. The access channel and basin in highground are to be stabilized with
a bulkhead. The upland channel and boat basin are to be excavated landward of an
earthen plug to be left in place until all upland excavation is complete. A 12' x 25' boat
ramp is proposed with two launch piers - 4' x 45' and 4' x 25', one on either side of

-

ramp, in the basin. A 100'long x 100'wide graveled area is proposed to provide boat
trailer parking. The basin is proposed to have six slips defined by mooring piles. A
4'wide x 360'long dock is proposed around the perimeter of the basin on the landward
side of the proposed bulkhead. The applicant is proposing to stabilize 2,150'ofshoreline
along the Pungo River with granite riprap averaging 10' waterward of the NWL. The
applicant is also proposing 10 - 15' wide x 25' long riprap groins. The applicant is
proposing, at this time, to develop the ag field with a single home site. A new drive
through the ag field to the proposed home site will be constructed. A new pier is
proposed 6' wide x 290' long with a 20' x 20' T-head platform, two wet slips defined by
5 mooring piles and a 28' x 35' boathouse. The existing 6' x 220' pier ~d 16' x 31' T-
head platform is to be repaired by leveling the structure and replacing decking where
necessary. Two launch piers, 2' x 35' will be constructed, one on either side of the
existing boat ramp. The existing picnic shelter is to be repaired and a concrete floor to be
poured under roof.

Anticipated Impacts

The project as proposed will result in the excavation of 2,880 ft:: of Pungo River
bottom. The proposed riprap groins and riprap shoreline stabilization will result in the
filling/covering of 27,250 ft:: of Pungo River bottom. The new pier and associated
boathouse will shade 3,000 ft:: of Pungo River bottom. Spoil disposal and the gravel
parking area will result in the disturbance of :t5.4 acres of uplands. There will be some
short-term turbidity during construction. The project will increase boat traffic and their
associated impacts in the immediate area.

Steve Trowell - Washington Regional Office - 18 April 2005

. ... -. ~ .Ji
.

Form D.CM-MP-l

H.E. Whichard, Jr.
Hyde County

APPLICATION

(fo be completed by all applicants)

1. APPLICANT

a. Landowner:

N~e H.E. Whichard, Jr.

Address P.o. Box 1863

CityGreenvi11e, State NC

Zip27835-1 8fi3Day Phone 7.S?-gl h-gO?R

Fax [phone]

b. Authorized Agent:

N~e Hood Richardson

Address 110 West Second Street

City Washinqton

State N C

Zip 27889

DayPhone 252-975-3472

Fax [phone]

c. Proj~t name (if any) H. E. Whichard, Jr.

NOTE: Permit )\.iU be iss~d in na~ oflando...m:r(s}, and/or
project na~,

2. LOCATION OF PROPOSED
PROJECT

a. County Hyde

Re\ised 03/95

b. City, town, community or landmark
Durants Point on PunGo River.
Near Scranton.
c. Street address or secondary road number South
at. end of SR 1150

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

e. Name of body of water nearest project (e.g. river,
creek, sound, bay) PunGo River.

3. DESCRIPTION A.1'\1l 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. Stone shore
Drotectinn, __. o~e new vier.
reoair old nier, boat basin, new
- boat ramo, reoair oicnic shed. Add
finGer oier-to existinG boat ramo.
Boat house. Rip-rap shore and groins.
b. Is the proposed activity maintenance of an existing
project, new work, or both? 30th -

c. Will the project be for public, private or commercial
use? P.,.. i v;:> of- e .

d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. If more space is needed, please attach
additional pages. .
Daily
operations will be residential,
sinqle farnilv constructiop. Methods
will be draaline, backhoe,trucks,
dozer and oile d.,..ivinG equipment.

Are there wetlands on the site? ~ Yes
Coastal (marsh) ye s Other 404
If yes, has a delineation been conducted? delination
(ATtach docu~nla1ion, ifavailable) by CAMA applicable
to proposed permit is shown on ?ermit
maps. No 404 wetlands will be cisturbed.

Form DCM-MP-l

4. LAND AND WATER
CHARACTERISTICS

a. Size of entire tract 76 Acres

b. Size of individuallot(s) One dwellinq

c. Approximate elevation of tract above MHW or
NWL 4 feet NWL

d. Soil type(s) and texture(s) of tract
Sandy clay loam

e. Vegetation on tract Farmland and
woodland.

f. Man-made features now on tract Pier, boat
ramp and pjr.~ir. shpo.

g. What is the CAMA Land Use Plan land
classification of the site? (CcnsulJ 1M local /and use 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? ~ Yes _ No Not Zoned.
(Allach looning compliance certificate, if applicable)

j. Has a professional archaeological assessment been
done for the tract? Yes X 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 eligible property?
Yes ~ No

1.

No

Re,is.ed 03/95

m. Describe existing wastewater treatment facilities.
No existinq waste water facilities.
Proposed facilities will be qround
absorption system.

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 discharges.) Surface
water run off.

o. Describe existing drinking water supply source.
Proposed drinkino water supply
will be from well,

s. ADDITIONAL INFORMATION

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

o 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..

o 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 Commission Rule 7].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

,

; .

. '.

Form DCM-MP-l

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

o A Stormwater Certification, if one is necessary.

o A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return receipts as proof that such owners
hav~ 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 provided.

Name Antoni & Julia Koku t
Address 313 Carol Street
Phone Carboro, NC 27510
Weyerhaeuser Company
Name Att: Howard Snence
Address P .0. Box 1391
Phone New Bern, NC 28563-1391
252-633-7403

Name
Address
Phone

o A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.

CAMA Permits for the existing pier

and boat ramp.

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

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

o A statement of 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. CERTmCATION 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 if} the permit.

I certify that to tbe 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.

.
Print Name

Please indicate attachments pertaining to your proposed
project.

~ DCM MP-2 Excavation and Fill Information
-L DCM MP-3 Upland Development
-L- DCM MP-4 Structures Information
NO DCM MP-5 Bridges and Culverts
NO DeM MP-6 Marina Development

NOTE: Please sign and dale each attachment in the
space provided at the bottom of each form.

. .

. ,

Form DCM-MP-2

'...

EXCAVATION
AND FILL

(Except bridges and culverts)

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.

Describe below the purpose of proposed excavation or
fill activities. All values to be given in feet.

Access
channel
(MLW) or (NWL)

u:tt'll ~th
'16 tf ,/.
~ 30'

Average
Eiliting
Depth

Fwal
Project
Depth

0' to
-3.0') -3.0'
1.5. '

Canal

80'

+4'

-3.0'

30

Boat
basin

100' 100' +4'

-3.0' -

Boat
ramp

12'

o

-3.0'

25'

Rock
groin

***

Two Each
50' 20'

Rock
breakwater

10
Other Rock
(Excludll1g Jet ies
shoreline 5 ' 15" 1. 5 0 ' 2 . 0 '
stabilization)

** Shoreline stablization
*** Entrance to boat basin

Rnised 03/95

H.E. Whichard, Jr. -
Hyde County

1. EXCAVATION

a. Amount of material to be excavated from below
MHW or NWL in cubic yards 170
Access to boat basin
b. Type of material to be excavated Sil tv sand

c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SA Vs) or other wetlands? _ Yes ....A...- No

d. Highground excavation in cubic yards 3300

2. DISPOSAL OF EXCAVATED
l\1A TERlAL

a. Location of disposal area on site

b. Dimensions of disposal area 400 x 400

c. l;)o you claim title to disposal area?
-L Yes No
If no, attach a letter granting permission from the
owner.

d. Will a disposal area be available for future
maintenance? X Yes No
If yes, where? On site

.
. .'

Form DCM-MP-2

-

e. Does the disposal area include any coastal wetlands
(marsh), SA Vs or other wetlands?
_Yes ~No

f. Does the disposal include any area in the water?
Yes X No

3. SHORELINE STABILIZATION

a. Type of shoreline stabilization
X Bulkhead X Riprap

b. Length 2,150 feet of rip-rap
550 feet of bulkhead
c. Average distance waterward of MHW or NWL
10 feet for rip-rap
2 feet for bulkhead
d. Maximum distance waterward of MHW or NWL
13 fpp~ for rip rap
2 feet for bulkhead
e. Shoreline erosion during preceding 12 months
5 feet
(Source of information) actual survev

f. Type of bulkhead or riprap material Granite
boulders, vinyl or treated wood.

g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap 875
(2) Bulkhead backfill 150

h. Typeoffillmaterial Silty sand

i. Source of fill material On site

4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization) N / A

a. Will fill material be brought to site?
Yes X No

Re\"ised 03/95

If yes,
(1) Amount of material to be placed in the
water
(2) Dimensions of fill area

(3) Purpose of fIll

b. Will fill material be placed in coastal wetlands
(marsh), SA Vs or other wetlands?
Yes ~.No
If yes,
(1) Diniensions of f1ll area N / A

(2) Purpose of fill !\! A

5. GENERAL

a. How will excavated or fill material be kept on site
and erosion controlled? Rauled to upland
areas away from shore and plowed
in to farrn1anc. Use silt ~ence
and straw bales.

b. What type of cOllSuuction equipment will be used
(for example, drag line, backhoe, or hydraulic
dredge)?
draaline, backhoe, trucks and
dozer.

c. Will wetlands be cr:.ssed in transporting equipment
to project site? _ Yes ----X- No
If yes, explain steps that will be taken to lessen
environmental impacts.

~~

. . T

Form DCM-l\1P-3

-

H.E. Whichard. Jr.
Hyde County

UPLAND
DEVELOPMENT

(Construction and/or land disturbing activities)

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.

a. Type and number of buildings, facilities, units or
structures proposed One residential unit
Repair picnic shelter and pour new
concrete pad in same foot print.
b. Number of lots or parcels One dwellinq

c. Density (give the number of residential units and the
units per acre) ~ Unit on 76' acres

d. Size of area to be graded, filled or disturbed
including roads, ditches, etc. 4.99 Acres

e. If the proposed project will disturb more than one
acre of land, the Division of Land Resources must
receive an erosion and sedi~entation control plan at
least 30 days before land disturbing activity begins.
If applicable, has a sedimentation and erosion
control plan been submitted to the Division of Land
Resources? X Yes No
If yes, date submitted

f. List the materials (such as marl, paver stone,
asphalt, or concrete) to be used for paved surfaces.
Crl1Rnp.n Rtnne. concrete. HRpnHl+-.

g. Give the percentage of the tract within 75 feet of
MHW or NWL, or within 575 feet in the case of an
Outstanding Resource Water, to be covered by
impervious and/or built-upon surfaces, such as
pavement, buildings, rooftops, or to be used for
vehicular driveways or parking. O. 35 percent
(repai~ the existin9 shed).

Revised 03/95

h. Projects that require a CAMA Major Development
Permit may also require a Stonnwater Certification.
Has a site development plan been submitted to the
Division of Environmental Management for review?
Yes X No
If yes, date submitted

i. Describe proposed method of sewage disposal.
Septic tank.

j. Have the facilities described in Item i. above
received state or local approval? Y P R
(Altacl1 appropriaJe documenJation)

k. Describe location and type of proposed discharges to
waters of the state (for example, surface runoff,
sanitary wastewater, industrial/commercial effluent,
. "wash down" and residential discharges).
Surface water run-off.

1. Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
Wells

m. Will water be impounded? Yes
If yes, how many acres? l\i 11:\

X No

n. If the project is a oceanfront development, when
was the lot(s) platted and recorded? N / A

i

a. Dock(s) and/or Pier(s)
(1) _ Commercial _Cor.nmunity _ Private)
(2) Number I ,1~{z) ) I ?)/~t (f06;;. 1~f'4(/'t:"C/
(3) Length ~q(). ,J), 0' (4)
. '\
-C4r-Wfdili- - - - - 0 - -- - - - - - - ~ "'!J~' At, ~ cJ- -(5).
(5) Finger Piers v Yes _ N~fw<< '^f!:Jt~)
(i) Number 1
(ii) Length q,"1 '
(iii) Width 3;
(6) Platforrn(s) -L Yes _ No
(i) Number 0-, ')
(ii) Length .f-D (1I~.w ~ 3 I . U.t~1 r\
(iii) Width )c)' (leul . /6' (/'/-fX(t'~)
(7) Number of slips proposed q
(8) Proximity of structure to adjacent riparian
property lines ~ .:J.OO /
(9) Width of water body d /?l/ /c:.F
(10) Water depth at waterward end of pier at
MLW or :r-..rwL 3. 0 ~

Form DCM-MP-4

S'fR1IJC1l1lJRES

(Construction \\ithin Public Trust Areas)

Attacl1 this fonn to Joint Application for CAM.A. Major
Permit, Form DCM-MP-l. Be sure to complete all
other sections of the Joint Application which relate to
this proposed project.

b. Boathouse (including covered lifts) ~
(1) Commercial Private
(2) Length 3~'
(3) Width c'2.<P I

c. Groin (e.g. wood, sheetpil,~ etc.y~
(1) Number ~
(2) Length(s) ff

d. Breakv..ater (e,g. wood, sheetpile, etc.)4~
(1) Length /t;/4
(2) Average distance from MHW, NWL or
wetlands /1//4
(3) Maximum distance beyond ~, l'\wL or
wetlands a:~ .~

Re\1sed 03/95

e. Mooring buoys 4~ Ii
(1) _ Commercial _Community _ Private
(2) Number
(3) Des::riptioD of buoy
(Color, inscription, size, anchor, ~c.)

Width of water body
Dista.1ce - buoi(s) - tD - be.- -pla:ed
shoreline

beyond

f.

MooriLg st.-ucture Cooatlif:, r::J...OJ:-inc pilings, etc.)
(1) _ CODlLlercial ___CoII?unity _ Private
(2) !'>:urnber iq ~ It .~ ..od.~)("3 ,.~ -1',;,<:..-)
(3) Lengtb ~.:; ..
(4) \Vidth -y"

g. ()+JJer (Giv; corri'~::.- tUs_. :p:io~-I"" ,..... / j -I-
~ - J x. it., k-V/7U\ r;C:G 4iST OCrtl Iq~
i - tf'x h-; /- if',>: ifS"' &_//01 /:~/A-!:.r~;l:uct;{fy?

tl~~

~'" Project ~=, '

Signature

nat (((!DS-

[phone]

HOOD RICHARDSON, PA

Engineers - Surveyors. Geologists
110 West Second Street
Washington, North Carolina 27889

-

March 24, 2005

NARRATIVE

H. E. Whichard).:JIZ,
Pungo River
Hyde County

Mr. Whichard purchased a 76-acre farm on the Pungo River for the purpose of
constructing one dwelling with boat basin, new boat ramp, pier and boat house. Mr.
Whichard desires to rebuild the existing pier damaged by hurricanes, improve the small
picnic shelter, and improve the existing boat ramp by adding launch piers. The existing
pier is not adequate for a boathouse and has water too shallow for Mr. Whichard's
proposed boat.

Mr. Whichard desires to stabilize the rapidly eroding shoreline with rip rap and instal! ten
rip-rap jetties for additional shoreline protection in this high energy environment

The proposed boathouse is for docking a catamaran in these shallow waters.

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--- -~-~-~=----

PAMLICO BEAC
H,NC
2002
""A "'<I . /
l"E.SERIES V842

'.

',.

\">,0
"""'.... ,>

<-
x

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~I :2\y/

, J

-~-,.",.

Copies Furnished (without enclosure):

Mr. Doug Huggett
Division of Coastal Management
North Carolina Department of Environment
and Natural Resources
400 Commerce Avenue
Morehead City, North Carolina 28557-3421

-2-

DEPARTMENTOFTHEARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
Washington Regulatory Field Office
P.O. Box 1000
Washington, North Carolina 27889.1000

IN REPLY REFER TO

May 4, 2005

Regulatory Division

Action ill No. 200510888

Ms. Cyndi Karoly
Division of Water Quality
North Carolina Department of Environment
and Natural Resources
1650 Mail Service Center
Raleigh, North Carolina 27699-1650

Dear Ms. Karoly:

Please reference the application of Mr. H.E. Whichard, Jr., for Department of the Army
authorization and a State Water Quality Certification to excavate an access channel and boat
basin, place riprap material along an eroding shoreline, and construct a pier and a boathouse, on
property located off State Road 1150, adjacent to the Pungo River, near Scranton, in Hyde
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 3 July 2005, the District Engineer will deem
that waiver has occurred.

Questions or comments may be addressed to Mr. Raleigh Bland, Washington Regulatory
Field Office, Regulatory Branch, telephone [phone], extension 23.

Sincerely,

~~

Raleigh Bland, P.W.S.
Regulatory Project Manager

\)s- Dtoq l

DEPARTMENTOFTHEARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
Washington Regulatory Field Office
P.Q, Box 1000
Washington, North Carolina 27889-1000

May 4, 2005

Regulatory Division

~[g@[gDW[g~ .

MAY 1 0 Z005

Action ill No. 200510888

DENR. WATER QUALITY
\'iETI.ANDS AND STORMWATER BRANCH

Mr. H.E. Whichard, Jr.
Post Office Box 1863
Greenville, North Carolina 27835-1863

Dear Mr. Whichard:

On January 1,2005, we renewed Standard 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 May 2, 2005, for Department of the Army
authorization to excavate an access channel and boat basin, place riprap material along an
eroding shoreline, and construct a pier and a boathouse, on property located off State Road 1150,
adjacent to the Pungo River, near Scranton, in Hyde County, North Carolina, indicates it to be a
candidate for Federal authorization under this 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 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.py the State.~l1 result in
your receiving written notice from us that your application is consistent with the Federal permit
and you may commence your activity. Only after receiving such confirmation should you begin
work.

Your application, pursuant to Section 10 of the River and Harbor Act, has been assigned
Action ill No. 200510888 and will be coordinated by Mr. Raleigh Bland in our Washington
Regulatory Field Office. Mr. Bland is available at telephone [phone], extension 23.

Sincerely,

R~~.s.

Regulatory Project Manager

Copies Furnished (without enclosure):

Mr. Doug Huggett
Division of Coastal Management
North Carolina Department of Environment
and Natural Resources
400 Commerce Avenue
Morehead City, North Carolina 28557-3421

Ms. Cyndi Karoly
Division of Water Quality
North Carolina Department of Environment
and Natural Resources
1650 Mail Service Center
Raleigh, North Carolina 27699-1650

Mr. Terry Moore, District Manager
Washington Regional Office
North Carolina Division of Coastal Management
943 Washington Square Mall
Washington, North Carolina 27889

-2-

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CROSS SECTION A-A'
----.-.--.-. ,.-.-

TYPICAL

'NUT fU :\CAtL ,

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BOAT RAMP

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MAGNETIC
> >-
PLAT CABINET C,
SLIDE 117

N(),f

'<AI ;Kill~[ PiliNGS "<OT
'~~F INI\ f X r [NO TO ROO;: UNf

;
:; t! TO SHORE -

.'
_ _ ;(\]NORMAL WATER LEVEL

d
II
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11
ji
it
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il

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All "IUNC" d" MINIMUM TIf'

j r 1 r
!I II
II If
f! D
iBOTTO~1
II Ii
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BOAT HOUSE DETAILS
(PROPOSED)

(NOT TO 'SCAI r)

\
)

....;

XII

,
'-

MAXi"1i!M

f1l_ji 1 "tllJN D I;k \f~ i ~

-,

r0lNIMi It"-I 'wi' I,
""1 r Y M! Ill';;

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~,
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. ,; , ,^, BR I ' \ [ < ')--r". '../ /
... \ ...^t.-./ ,.-' '~._-). .-, ~ ,
: \C'i'.....:1./'.
, \). ~{:7,t!-.(.(r?:.1 /\'..
\ ' /', t~. I[ ~.'..,
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,-

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SHORE LINE PROTECTION
RIP RAP TYPICAL

!8
&
~O

(NUl TU ',( AU)

200 POUND GRANI[E
MINIMUM \.t[ jrlH I
ROCKY MUUNT QUARY
PRUTRED

\)sf{,~
~~~~
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r
:~--..1 ')/_.-; /
J: '-~ ;:
, :. ~, ____\J-~O~~_0L \.tAlER UVU
, TYPICAt:~ v:;;r-:l-~ _ __ . ,
1--- -- c) 0 '--- '-----1 "
CR(]SS SLCTION'''-..
GEO-FABPIC

CHANNEL JETTY
---- - --- - ...._...._---_._-_.~------~-_._---------
_______________.___ .__.n._________._~. ____~._ ._._. .____.__._
TYPICAL

200 POUND GRANITE
MINIMUM \.tEIGHT
ROCKY MOUNT QUARY
PREFEREO
, 10' I /
~' --~/

_ __ lr ~~ .: _ v _~~~_ \.tATER L t VEL
TYPIIA(~' ~~~)\.}(!: ----
C NJ:,}I ~)
~ - 15'--~ '""
Cf.<'[JS.'j SEe T ION '-.,
GEO-F ABRIC

(NOT TO SCALf-)

TYPICAL STONE JETTY
CROSS SECTION

'NUT TO SCALD

f-- -

'-'- ~~~--I ~--

.- ---- 270'

I

~ :
fiijJ :
@ :
liUiJ ~ ~ ~.
~ ~_~~~_~~: _YJI_::O 4'

r.;-:, , ' . . 11 -----...c- f--______..
UUU 'II''' U -~
~~--:J II tI II
It ll' ",,' 11
II I r II

_-- 7' --_ _H 7' H__

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---- ,--.----.

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'H . 'If' f----,
II II II
11

It
11
II

II BOTTOM
II II
II II

.---

" II
11

II
.11
II

NOTE 1;

~IS VIEW OOES NOT SHOW All Of
PILINGS. (..0 SETS or PIlINGS REOUtREO)

BOAT HOUSE PILINGS NOT
SHOWN EXTENO TO ROOF LINE.

NEW PIER LONGITUDINAL
CROSS SECTION

NOTE 2:

(NOT TO SCAlE)

A)/p
RA,p n

......

'............... - ~ -- n
"~ .... ~ ~J5'

------' "'1

---- - - - --....--.- .

S"'O~~

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Ir. CP
. cr-
p
00'
c_")

{'-

WOODED

\
\
\

120 0
~____ r---- --------- _
GRAPHIC SCALE - FEET

120

. --- .-.-- 20'- ------ -- -i

.' IlAMSTER
WITH OPfN
GIIU. WORK

I
II B I U U" U ft

1___

- -_._- --

-\Zr
--j'

WATER

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8" TIP IoIINIIiWW
WARINE GRAOE
P1UNGS

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'-.

'-.

PR(F()S[O
GRA\'!:L PAIlKING
N/U,

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.~.

PUNGO RIVER

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"i~' 0..,. ~ RIP RAP f) n
, I '8u,c:-~ ....A.
f I ~Jj!......... '" + ~
I C.A............ ........... '. '.s. -.2 --- .sT --.s+
; I' ~.4(4~'''''''''''''--''''''__' trl '0. ~t
, Lli;- :-__~>!;~~~----........ . . · ...o.d____
, , IVE: ~ . .... .......---...u..--......---..----.1f....*;;:~.
II -- BUtLDI~G- SITE 6'. '-t~I-

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CROPlAND : 4. 0 I ~(/
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-- -------~~~01>R.NE~-PRO-DA.:.--
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'091 '.s.

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SOIL DISPOSAL AREA i
SOil WAY BE U .
CONSTRUCTION ~Eg FOR ROAD /
PLOWED IN TO' Il TO BE I
TlLU ENHANCE I
GE.
I
I
i

ELEVATION DATUM:
NORMAL WAlER MARK

6'-_ _

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----..

-.....
-.....
'-.
"

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'-

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LEGEND:
o NEW IRON PIPE, CONTROl
(0) POINT, CONTROl
S FINISHED GRADE
x SPOT ELEVATION
'7 NORMAl WATER LEVEL
· MARINE GRADE PIlING
-3.7' WATER OEPnifROW
NORMAl, WAlm ~tVEl.
o 0 0 CAMA UNE
- P, u__ ~, DITCH
n-,.yyyy,..-.y,.--,. .- TREE UNE
--?f SURFACE WATER flOW

240

:160

,
J

REFERENCE:
0.8. 204 P. 487
PlAT CABINET C, SlIDE 117

I..

400'

-.--~--,-- n._td=t..~
._._--~-~_..._._--~y. -"'-. -....... -- -
~. .:-.~ '.-"'---=-co:.c:c.-=.-c:- -lr"::=~-

'It''.lI.:''~~I'
U U u u ~-4.. ----

r- NA T IlkAL GF'DUN D

----.--
3'1

I
- -.--~r-
3'

v

BOAT BASIN
LONGITUDINAL SECTION B-B'

(NOT Tn SCALD

1---

~)O' FOOT
JE 1 TIE\ - --'l- _
c)' t
t -

1___----------'- 50/-.-- ----~t::-;-:..-7~==lc~:J' ----- ,-- __,~u---,-- (?O~---~--~
m ,.,.,.,.,:~,~~~~.~~~;!.L:~~:~lc- J. .cc~~ ~ _ . BOl j S 1X~ liDO; "lE~lK:Nf 1 BOUS "j cc- ...,_.~ _ // F1~~"I>'iE'

~-~~"'---'-__, "."','" ..,~ . '" __~ 2X6 'alooD ,)~ H , NURMAl \.lATER LEVEL <:7
12' \.tIDE 6# fHICK :: ii---~r-~-~~~-~~~ U -WA f[ R' t _ 8 e-- ' ......-.-~~ _______:>i__
GRAVEl II II II II rr-- -~~-:'~=:--:__. L~ '
11 II 'J I II BOT TOM II - '---ri- :. =>'--.;---
It II 11 II II ,. --' ~2I .,--
II If 11 II II II " 1r'-
II II II II II , I ! I I r
; II

-------------, T / //~
_____________ V ARI E S .._____---11
------------------1---~3-..J

SWALED DITCH

(NOT TO SCALD

',,+
.",.

'.,-+
''>1

'.,-+
'.>.

'if +
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'-.2.

13

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1-:
5-
6-
7-
8-!
9-10
10-11

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It
~17
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-I h.1 0
....
11

...
f4

NOTE

~'

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w
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=>
III

Ii
It
II

-" ---,------- --.----

II BOTTOM
II
"

II
II
Ii

BOAT RAMP LONGITUDINAL
CROSS SECTION

6X6 MINIMUM
MARINE GRADE
PJ/INGS

'.,-+
'<S'.

'if-t
./

II

~r
s:
N
Nl 1

:1111'

7 1
UB'
1.19
3.9
D

(NOT TO SCALE)

i-.-

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- f -.--__.
I -,_
L -+--~
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i-- ' DE AD MAN
i

,;,\\J \\~
r--)Pl"'O
11 ~ 17_
Z'f) \ :Xl

CHANNEL 'if ~~, \\ ~B\ '-.2+
+'01 -.., T>~\\ 0' .~
"" r ~, :; '091 \' \ f, I
t:-.2. r I ')1 \ ~, - -
. J> (', 0 _
I.;, I ~;:: 1J ^ '6'~ ~_
;~"'Iqt- '+ ~~ <,QOO'
~ ~ I f ~ iq.'II ~ \F'''' ~i)'.. SURVEYED CAt.fA UNE
" g. ~ ~ \ ":.s I w-- ~.. ~ ;",\,./",/ P DIH DI AN CE:
1 ~~"'I .. Q f2 .... -
'.$'. ~. .....+ -
~ 0 + q.9+ ..........:~. -
;;: ->.. .. f 0
- >., ~O
~

\
'<?;<!.ctl ~

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-.2 ++ '-.2.) ./
-". .. -~
.......-..-........-------.:.J..-- ~. -~-- ~
_________ ;I -iNt-
. '()(Y' l/I
I;. 50'.' .:.
: I q
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\ '
. .
r---~"" ..~ I---~
I :;: I /
....:. .. : 0 .:_. ~.....~...1..., fTi ..
I ~ ') l/I :;:.-0<- ><
itJ-~' ~-'''; Vi

/rL€iLj r:

/' '~ ~
100", 100" i~
P ARKINi ARE A )>-
=

lon

~ v-..
.r ... +.i [j
STAINLESS STEll NUT ...~~==t=c~~~: [T / VINYL
BOL T AND "'ASHER BOTH [ND': i,' ~
: fn 8( ,
, t r l l f ~) i
,

\HU 1 p[LiNe

NORMAl 'wi A IF P t. f. VEt

C7
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f ILLE 0

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BOAT BASIN
,-

CROSS SECTION

NfP 1 fJ ,>Ll1LJ

l-J
7

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L....J
Cd
I

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-.--.......

Z / It;i'
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f fLl ~

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rt i
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<; r IF L BIJl T

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.,

DEADMAN i
GX6 MINIMUM I

6'

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S I [ Fi NU r
AND IJA:Jjf.-R

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1 : LEAVE NA ruRAl PlUG UNTIL
WORK IS COt.tPLETE AND WATER
IS CLEAR. LAST WORK IS TO
REMOVE PLUG.

MARSH

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BULKHEAD PLAN VIEW

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to ~:- 'f. r-~t\1

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404 WE LANDS HAVE BEEN
AND ARE NOT PRESENT IN
CONSTRUCTION AREA'S. 404
ARE PRESENT BEHIND THE.
THE MARSH AREA.

DELINEA TED
ANY OF THE
WETLANDS
CAMA LINE IN

05069"

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~ POINT ---.--~

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PUNGO RiVER

PROPERTY OF:
WHICHARD,

JR.

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~~

Sll 1 ,4'S ......,

H.E.

rft
...

AREA MAP
NO SCALE

~
~ 1150 I,.

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SIl I/~) ~x,t -...-.J'? SUD€~
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SURVEYED BY: HOOD RlCHAROSON. P ./t..
(~[RS-G(OLOG~TS-PLANNERS
I to WEST 2ND STREET
WASHINGTON, H.C. 27889
PHONE: [phone],472

~

CURRITUCK TOWNSHIP BEAUFORT COUNTY
NORTH CAROLINA

1" = 1 20'

SURVEY DATE: MARCH 27, 2005

SCALE:

RRH 04-05-214A