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State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Kerr T. Stevens, Director
1 • •
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
June 10,1999
Hyde County
DWQ Project 4990316
APPROVAL of 401 Water Quality Certification
Ms. Shannon Patterson
Facility Engineer
N.C. Wildlife Resources Commissioners
Division of Engineering Services,
512 N, Salisburg St.
Raleigh N.C. 27604

Dear Ms. Patterson:
You have our approval, in accordance with the attached conditions, totplace fill lmaterial aunch fin 4,5 3assquare-feet a described in
wetlands and dredge 7,680 square feet of waters for the purpose o cg a boat your application dated 24 April, 1999. After reviewing your application, we have decided that this fill is covered by
General Water Quality Certification Number 3112. In addition, you should get any other federal, state or local permits
before you go ahead with your project including (but not limited to) Sediment and Erosion Control, Coastal Stormwater,
Non-Discharge and Water Supply Watershed regulations. Also this approval will expire when the accompanying 404 or
CAMA permit expires unless otherwise specified in the General Certification.
owneo mn. If ust o be given ange your
This approval is only valid for the purpose and design that you described in thyour e neapplicati
a copy of
project, you must notify us and send us a new application. If the property this Certification and approval letter and is thereby responsible for complyiis sold, ng with all conditions. If total wetland fills for
this project (now or in the future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC
2H .0506 (h). For this approval to be valid, you must follow the conditions listed in the attached certification. This
approval shall expire when the corresponding Nationwide Permit expires or as otherwise provided in the General
Certification.
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 Water Quality under Section 401 of the Clean Water Act. If you
have any questions, please telephone John Dorney at 919-733-1786.
Sin ly,
Pt evens
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Washington Field Office
Washington DWQ Regional Office
Mr. John Domey
Central Files 990316.1tr
Doug Huggett; DCM
Division of Water Quality • Environmental Sciences Branch
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
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Kerr T. Stevens, Director
'A4610 0 )1
7
AM=" W0000"Namoom
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
April 1, 1999
NC Wildlife Resources Commission
512 N. Salisbury Street
Archdale Building
Raleigh, NC, 27604 1 1 88
To Whom It May Concern:
Subject: Application for 401
DWQ # 990316
Hyde County
Water Quality Certification
PAYMENT
RECEIVED
On March 24, 1999, your application for a 401 Water Quality Certification for
the Hydeland Canal Boating Access Area in Hyde County was received by the N.C.
Division of Water Quality. The Division will begin to review the project for eventual
decision. However, please be aware that beginning January 1, 1999 that the N.C.
General Assembly passed legislation requiring payment of a fee of $200.00 for this
project. The 401 Certification cannot be issued until this fee is paid. Until that time,
your application will remain on hold as incomplete.
Please call Cyndi Bell at 919-733-1786 if you have any questions.
erely,
o n f Z. Dorney
cc: Central Files
Washington DWQ Regional Office
Washington Field Office US Army Corps of Engineers
Cyndi Bell
Wetland File
Wetlands/401 Unit 4401 Reedy Creek Road Raleigh, North Carolina 27607
Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post consumer paper
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: North Carolina Wildlife Resources Commission
2. LOCATION OF PROJECT SITE: Off SR 1122, in Hyde County near Matt?Iniokeet aqa rI t the
Hydeland Canal.'`
Photo Index - 1995: N/A' 1989: N/A; 1984: 91-1093: B-2' "
State Plane Coordinates - X: 2,831,600 Y: 619,600 New Holland Quad. (lower left corner)
3. INVESTIGATION TYPE: CAMA /D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 12/17/98 PAyM?N?
Was Applicant Present - Yes RE?EIVE?
5. PROCESSING PROCEDURE: Application Received - 3/3/99
Office - Washington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Hyde County
Land Classification From LUP - Conservation
(B) AEC(s) Involved: ES, EW, PTA
(C) Water Dependent: Yes
(D) Intended Use: Public
(E) Wastewater Treatment: N/A
Planned - N/A
(F) Type of Structures: Existing - Unpaved secondary road, ground water monitoring wells
Planned - Upgade and paving of existing road, construct a parking lot,
boat ramp, launch piers.
(G) Estimated Annual Rate of Erosion: N/A
7. HABITAT DESCRIPTION:
[AREA]
DREDGED FILLED OTHER

(A) Vegetated Wetlands ±3,530 sq ft
(404 designated)
(B) Non-Vegetated Wetlands 550 cubic yards 40 cubic yards
H deland Canal Bottom 7,680 s ft 1,008 s ft
(C) Other
Upland ±308,800 s ft
(D) Total Area Disturbed: ± 7.0' acre
(E) Primary Nursery Area: Yes
(F) Water Classification: SC Open: Yes
8. PROJECT SUMMARY: Applicant proposes to upgrade and pave an existing unpaved secondary road,
and a boat launch area as part of construction of two 14'x62' boat ramps with a floating and fixed dock,
and a parking area. NCDOT will be responsible for the road work. The applicant proposes to excavate in
the canal to provide access to the location of the proposed boat ramps. Existing pilings and an old sunken
barge will be removed.
1
N.C. WILDLIFE COMMISSION
Boating Access Area on Hydeland Canal
Hyde County
Environmental setting
The project site is located off SR 1122, an unpaved secondary road, adjacent the east side of
the Hydeland Canal approximately 2.5 miles upstream of Juniper Bay near Swan Quarter in Hyde
County, North Carolina. The proposed site encompasses approximately 0.93 acre of a larger 19,436
acre tract of land owned and managed by the N.C. Wildlife Commission. Approximately .08 acre
(3,530 sq. ft.) of the proposed 0.93 acre (40,511 sq. ft.) to be developed has been delineated as 404
wetlands by the U. S. Army Corps of Engineers (UCACOE). The north side of the site is bordered
by existing agriculture fields. The east and south sides of the site is bordered by land owned and
managed by the NC WRC. The Hydeland canal which is approximately 30 feet wide in this location
borders the west side of the site.
The proposed project site has an elevation of approximately 2.5 feet above the normal
waterlevel (NWL) and is vegetated primarily with Pines, Sweetgums, Wax Myrtles, Baccharis,
Swamp rose and an occasional Pecan tree. Manmade features at the site consist of the remnants of
an old sunken barge and four groundwater monitoring wells.
Hydeland canal is an Estuarine Water, Estuarine Shoreline and Public Trust Area of
Environmental Concern and is classified as SC by the Environmental Management Commission.
Hydeland canal is also designated as a Primary Nursery Area by the Marine Fisheries Commission and
is open to shell fishing.
Project proposal
The applicant is proposing to develop a public boat launching facility with associated parking.
Proposed at the site are two 14' wide concrete launching ramps. The ramps will have a overall
length of 62' of which 30' will be below the NWL. Prior to the placement of the ramps, the ramp area
will be properly sloped and graded with No. 5 washed stone. An 8' wide by 38' long concrete apron
will be located at the landward end of the ramp. Also, proposed is a launch pier and dock. The pier
will be constructed between the two ramps 8' wide by 61' long with 28' of the launch pier floating,
extending waterward of the NWL. The dock will be located upstream adjacent the proposed ramps,
5' wide and 45' long. Dredging of ±550 cubic yards of material will be required in a 7,600 square feet
area around the boat ramp and dock to increase the existing 3' water depths to a maximum of 5.5'.
A silt curtain will be used to contain turbidity. All spoil materials will be placed in the high ground
parking area. The existing sunken barge will be removed from the canal. Proposed upland
development consists of a turn around area adjacent to the proposed boat ramp resulting in the filling
of 3,530 square feet of designated 404 wetlands. A 570' x ±50' parking area is proposed
approximately 400 feet northeast of the proposed boat ramp. A handicap parking area is proposed
adjacent the turn around area. The North Carolina Department of Transportation will be upgrading
and paving the entire length of SR 1122 and the proposed turn around area.
Anticipated impacts
The project as proposed will result in the filling of 11,080 square feet of canal bottom associated with
the placement of the double boat ramp. The proposed excavation will disturb ±7,600 square feet of
canal bottom and result in localized turbidity. The project will result in the loss of ±3,530 square feet
of USACOE 404 wetlands. Paving of SR 1122, the turn around area and graveling of the proposed
parking area will increase surface water runoff in to the canal. The project as proposed will improve
boating access to Juniper Bay and surrounding waters and will likely elevate it's current use and
associated impacts.
Steve Trowell - Washington Regional Office - 12 March 1999
' s
Form DCNI-MP-1
APPLICATION
(To be completed by all applicants)
1. APPLICANT
a. Landowner:
Name North Carolina Wildlife Resource Commission
Address 512 N. Salisbury St, Archdale Bldg.
City Raleigh State NC
Zip 27604-1188 Day Phone [phone]
Fax [phone]
b. Authorized Agent:
Name
Address
City State
Zip Day Phone
C. Street address or secondary road number
SR 1121& SR 1122
d. Is the proposed work within the city limits or planning
jurisdiction? Yes X No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) Jumper Bay
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.
Construction of a free public boat launching facility:
2 concrete launch rumps, one floating courtesy dock, one fixed
pier, a crushed stone parking area, and an asphalt surface
manuevering area directly in front of the concrete launch ramps.
NCDOT will also stabilize and widen SR 1122 from SRI 121 with asphalt
pavement to just beyond the NCWRC proposed BAA entrance.
Fax
c. Project name (if any) NCWRC Hydeland Canal Boating
Access Area; Widening and paving of SRI 122
b. Is the proposed activity maintenance of an existing
project, new work, or both? New Construction
C. Will the project be public, private or commercial
use? Public
NOTE: Permit will be issued in name of landowner(s), and/or
project name.
2. LOCATION OF PROPOSED
PROJECT
a. County Hyde
b. City, town, community, or landmark
Mattamuskeet
a. 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.
This BAA facility will provide fi-ee public boating access to
Juniper Bay and adjacent waters. The following equipment will
be used: bulldozer, backhoe, trackhoe, motograder., steel roller,
and paving machine. SRI 122 project will provide a stable road
bed to better handle the increase in traffice due to the BAA.
Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 19,436 acres (NCWRC); 6.5 acres (NCDO'1)
b
Size of individual lot(s) NSA

m. Describe existing wastewater treatment facilities.
N/A
n.
Describe location and type of discharges to waters of
the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down", and residential discharges.) Surface runoff
will be directed via sheet flow through grass buffers
c. Approximate elevation of tract above MHW or NWL o. Describe existing drinking water supply source.
approx. 2.5 ft above NWL N/A
d. Soil type(s) and texture(s) on tract
Silty Loam
e
f.
Vegetation on tract Mixed hard and softwood forest with
grass along the edge of the existing gravel road.
Man-made features now on tract Remains of a sun!
barge and wood pilings, and Groundwater Monitoring Wells.
g. What is the CAMA Land Use Plan land classification
of the site? (Consult the local use plait)
X Conservation Transitional
Developed Community
Rural Other
h. How is the tract zoned by local government?
N/A
i. Is the proposed project consistent with applicable
zoning? X Yes No
(attach zoning 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 X No
1. Are there wetlands on site? X Yes No
Coastal (marsh) Yes X No
if yes, has a delineation been conducted? Yes
(attach documentation, if available)
*In an onsite meeting with Tom Walker, Project Manager
with US Army Corps, Section 404 jurisdictional wetlands
were delineated as shown on attached 1 of 4 plat.
en
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
A copy of the deed (with state application only) or
other instrument under which the applicant claims
title to the affected properties. If the applicant is not
claiming to be the owner of said property, then
forward a copy of the deed or other instrument under
which the owner claims title, plus written permission
from the owner to carry out the project.
An accurate dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 1/2" by 11" white paper. (Refer to
Coastal Resources Commission Rule 7J.0203 for a
detailed description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
Engineers regarding that agency's use of larger
drawings.) A site or location map is part of plat
requirements and it must be sufficiently detailed to
guide agency personnel unfamiliar with the area to
the site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
Form DC11I-NIP-1
A Stormwater 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 provided.
Name Earl Pugh, Jr.
Address Rtl, Box 215-H, Engell-ard, NC 27824
Phone
Name J.E. Berry Estate c/o Grace Berry
Address Rt.l, Box 150, Swanquaiter, NC 27885
Phone
Name Carolyn Bell Hall
Address PO Box 13495, N. Chesapeake, NC 23325
Phone
Name J.W. Tomlinson
Address PO Box 338, Engelhard, NC 27824
Phone
Name Hydeland Corporation
Address 803 Old Mill Road, Chapel Hill,NC 27515
Phone
A list of previous state or federal permits issued
for work on this project tract. Include permit
numbers, permittee, and issuing dates.
Stonnwaterpermit # SW7980710
A check for $250.00 made payable to the Department of
Environment, and Natural Resources (DENR) to cover the
costs of processing the application.
A signed AEC hazard notice for projects in
oceanfront and inlet areas.
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
Environment Policy Act.
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 in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
I 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.
This is the 25th day of February , 19 99
Print Name Shannon Patterson
Signature
Landowner or Authorized Agent
Please indicate attachments pertaining to your proposed
project.
X DCM MP-2 Excavation and Fill Information
X DCM MP-3 Upland Development
X DCM MP-4 Structures
DCM MP-5 Bridges and Culverts
DCM MP-6 Marina Development
NOTE: Please sign and date 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-1. 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.
Average Final
Existing Project
i.rnoth Width Dpnth nenth
Access channel
(MHW) or (NWL)
Canal
Boat basin
Boat ramp
Rock groin
Rock
breakwater
Other (excluding
shoreline
stabilization)
No. 5 Washed Stone
Concrete (ramp and
apron) '

approx.
240' average
32' 3.3' 3.5' to
5.5'

62'
(Two single
lane launch
ramps) approx.
14'
each approx.
315" 494"

Above
NWL
20yds^3
20yds^3 Below
NWL
30yds^3
10yds^3
1. EXCAVATION
a. Amount of material to be excavated from below MHW
or NWL in cubic yards 550 cubic yards
b. Type of material to be excavated Silty Loam Soil
C. Does the area to be excavated include coastal wetlands
(marsh), submerged aquatic vegetation (SAV's) or
other wetlands. Yes X No
d. Highground excavation in cubic yards 120 cubic yards
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area Material will be graded into
proposed parking area outside AEC.
b. Dimensions of disposal area space available: 525'
by 80'
C. Do you claim title to the disposal area?
X Yes No
If no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? N/A Yes No
If yes, where?
Form DCM-MP-2
Form DCNI-MP-2
If yes,
e. Does the disposal area include any coastal wetlands (1) Amount of fill to be placed in the water
(marsh), SAV's, or other wetlands? Approx.40 yds^3 (inc. concrete ramp and stone fill)
Yes X No (2) Dimensions of fill area Ramps: Two
62'X14'ea, Apron 8'6"X38'
f. Does the disposal area include any area in the water? (3) Purpose of fill subgrade preparation and
Yes X No
launch ramps

3
SHORELINE STABILIZATION l?/ b. Will the fill material be placed in coastal wetlands
. A (rr?arsh), SAW or other wetlands?
?t Yes No
If yes,
a. Type of shoreline stabilization N/A
d Ri
B
lkh
(1) Dimensions of fill area
-16 -3
prap
u
ea
b. Length N/A f fill tS
(2) PurposN
't
?iv17 ell rLt
c. Average distance waterward of MHW or NWL
N/A
5. GENERAL
d. Maximum distance waterward of MHW or NWL
N/A
a. How will excavated or fill material be kept on site and
e. Shoreline erosion during preceding 12 months erosion controlled Crushed stone will be graded
None (shoreline is stabilized) into parking lot upon need. Washed stone will be
(Source ofinfor,nation): used as subgrade beneath launch ramp.;241,, G?Stvrd'e,
<>>'«,5 ?? ?? S ?v < ' ? r-cf'rte l f S'r? 1r ?, ?l? ?kLur%
f. Type of bulkhead or riprap material N/A
b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic dredge)?
g. Amount of fill in cubic yards to be placed below Bull dozer, backhoe, trackhoe, motograder, steel
water level roller, and paving machine.
(1) Riprap
(2) Bulkhead backfill b. Will wetlands be crossed in transporting equipment to
project site? Yes X No
h. Type of fill material if yes, explain steps that will be taken to lessen
environmental impacts.
i. Source of fill material
NCWRC Hydeland Canal Boating Access Area
Applicant or Project Name
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
X Yes No
.t2. w
. ?;? Signature
2/25/99
Date
Form DCM-MP-3
UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all other
sections of the Joint Application that relate to this
proposed project.
a. Type and number of buildings, facilities, units, or
structures proposed asphalt handicap parking area,
concrete apron adjacent to top of access ramp, gravel parking
area., widening and asphalt pavement on SRI 122
b. Number of lots or parcels
N/A
C. Density (give the number of residential and the units
per acre) N/A
d. Size of area to be graded, filled, or disturbed including
roads, ditches, etc. 29,220 sq ft (NCWRC) and
6.5 acres (NCDOT)
h. Projects that require a CAMA Major Development
Permit may also require a Stormwater Certification.
Has a site development plan been submitted to the
Division of Environmental Management for review?
X Yes No
If yes, date submitted 7/20/98
i. Describe proposed method of sewage disposal.
N/A
Have the facilities described in item i
state or local approval N/A
(attack appropriate documentation)
k. Describe location and typeof proposed discharges to
waters of the state (for example, surface runoff,
sanitary wastewater, industrial/commercial effluent,
"wash down" and residential discharges).
surface runoff
If the proposed project will disturb more than one
acre of land, the Division of Land Resources must
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins.
If applicable, has a sedimentation and erosion control
plan been submitted to the Division of Land
Resources? Yes X No
If yes, date submitted will be submitted by the end of Feb.
List the materials (such as marl, paver stone, asphalt,
or concrete) to be used for paved surfaces.
Concrete, crusher run stone, asphalt and clean stone
Describe proposed drinking water supply source (e.g.
well, community, public system, etc.)
N/A
M.
n
Will water be impounded?
If yes, how many acres?
above received
Yes N/A No
If the project was an oceanfront development, when
was the lot(s) platted and recorded? N/A
NCWRC Hydeland Canal Boating Access Area
Applicant or Project Name
9.
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 Less than 1%
Signature
2/25/99
Date
Form DCM-NIP-4
STRUCTURES
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all other
sections of the Joint Application that relate to this
proposed project.
a. Dock(s) and/pier(s)
(1) _Commercial X Community Private
(2) Number 1 floating dock attached to concrete abutment ;and one fixed pier
(3) Length 61' including abutment ; and 45'
(4) Width 8'; and 5'6"
(5) Finger Piers Yes X No
(i) Number
(ii) Length
(iii) Width
(6) Platform(s) Yes X No
(i) Number
(ii) Length
(iii) Width
(7) Number of slips proposed N/A
(8) Proximity of structure to adjacent riparian property
lines several thousand feet
(9) Width of water body Approx. 60'
(10) Water depth at waterward end of pier at MHW or
NWL approx.4'4"
b. Boathouse (including covered lifts) N/A
(1) Commercial Private
(2) Length
(3) Width
c. Groin (e.g. wood, sheetpile, etc.) N/A
(1) Number
(2) Length(s)
d. Breakwater (e.g. wood, sheetpile, etc.) N/A
(1) Length
(2) Average distance from MHW, NWL, or wetlands
e
Mooring Buoys N/A
(1) Commercial Community
(2) Number
(3) Description of Buoy
(Color, inscription, size, anchor, etc.)
(4) Width of water body
(5) Distance buoy(s) to be placed beyond shoreline
f. Mooring structure (boatlift, mooring pilings, etc.) N/A
(1) _ Commercial Community Private
(2) Number
(3) Length
(4) Width
Private
g Other (Give complete Description)
NCWRC Hydeland Canal Boating Access Area
Applicant or Project Name
Signature
2/25/99
Date
(3) Maximum distance beyond MHW, NWL, or
wetlands

0
North Carolina Wildlife Resources Commission
512 N. Salisbury Street, Raleigh, North Carolina 27604-1188, 919-733-3391
Charles R. Fullwood, Executive Director
Division of Engineering Services ---?? 1'
Apt-it 20, 1999 ?>
Cyndi Bell
DENR - DWQ Water Quality Lab
4401 Reedy Creek Road
Raleigh, North Carolina 27607-6445
Dear Ms. Bell:
x

In response to your letter dated April 1, 1999, the NCWRC is sending a check in the amount of
$200 for a 401 Water Quality Certification for the proposed Hydeland Canal Boating Access Area
(DWQ No. 990316) in I lyde County.
If you have any questions or concerns please contact me at [phone] x.295.
Sincerely,
Shannon L. Patterson
Facility Engineer
lnclosures
SLP/slp

PAYMENT
RECEIVED
a (. < '74-(' h01 /
To: John Dorney
Planning Branch
DIVISION OF ENVIRO (ANT ,?..
CAMA/COE PERMIT APPLT REVIEW
G
WaRO PROJECT # WQ S
REVIEWER: ?ii? 04414 1 ?? /
WETLAND INFORMATION FOR CENTRAL OFFICE TRACKING
PERMIT YR: PERMIT NO.: COUNTY: /V
PROJECT NAME• 2?
• OVG(.J
PROJECT TYPE: ?ew?llip?Lv TYPE: -(&?)COE
COE #: DOT
ja?
RCD FROM CDA: DATE FROM CD :,i
REG OFFICE: WaRO 2 O
STREAM 0 ADJACENT WATER BODY:
OPEN R CL S STREAM INDEX #: ?
IMPACT: _ //2-WL TYPE:
WL REQUES : 3 ? WL ACR EST:
HYDRO CNECT?:^ G WL SCORE:
MITIGATION: / MITIGATION TYPE:
MITIGATION SI - G SHEET ATTACHED?
RECOMMENDATION ISSUE ISSUE/COND DENY HOLD
STORMWATER PLAN REQ' D : IF YES, DATE APPROVED:
??
PROJECT DESCRIPTION: J
WATER QUALITY CERT. (401)
CERT. REQ'D;:6
/J
IF YES, TYP
SEWAGE DISPOSAL
TYPE OF DISPOSAL PROPOSED:
(EXISTING, PROPOSED, SEPTIC
TO BE PERMITTED BY:
(DEM, DHS, COUNTY)
IF BY DEM, IS SITE AVAILABLE AND PERMIT
WATER/WETLAND FILL Z
AREA OF FIT-T-• WATER: /AM54Z)
TANK ETC.)
ISSUANCE PROBABLE:
IS FILL ELIMINATING A SIGNIFIC USE?
2
WETLAND : •3/ S
DREDGING
AREA TO BE DREDGED:
IS DREDGING ACTIVITY EXPECTEIY TO CAUSE A SIGNIFICANT LOSS OF
RESOURCE?
IS SPOIL DISPOSAL ADEQUATELY ADDRESSED? Y
MARINA
ARE THE FOLLOWING ADEQUATELY ADDRESSED?
SEWAGE DISPOSAL: MARINA SERVICES:
OXYGEN IN BASIN: CLOSURE OF SHELLFISHING WATERS:
CC: WaRO; Central Files; ;
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