19920516 Ver 1_COMPLETE FILE_19920105

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State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental Management
512 North Salisbury Street s Raleigh, North Carolina 27604
James G. Martin, Governor A. Preston Howard, Jr., P.E.
William W. Cobey, Jr., Secretary October 6, 1992 Acting Director
Mr. C. Roger Scheel
Post Office Box 266
Columbia, North Carolina 27925
Dear Mr. Scheel
Subject: Certification Pursuant to Section 401 of the Federal
Clean Water Act,
Proposed boat basin, bulkhead and breakwater
Project # 92516
Tyrrell County
Attached hereto is a copy of Certification No. 2783 issued
to Mr. C. Roger Scheel dated October 6, 1992.
If we can be of further assistance, do not hesitate to
contact us.
Sincerely,
o ston Howard, Jr. P.E.
Attachments
cc: Wilmington District Corps of Engineers
Corps of Engineers Washington Regional Office
Washington DEM Regional Office
Mr. John Dorney
Mr. John Parker
Central Files
REGIONAL OFFICES
Asheville Fayetteville Mooresville Raleigh Washington Wilmington Winston-Salem
704/251-6208 919/486-1541 704/663-1699 919/571-4700 919/946-6481 919!395-3900 919/896-7007
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer
?k
NORTH CAROLINA
TIE--61:1 County
CERTIFICATION
THIS CERTIFICATION is issued in conformity with the
requirements of Section 401 Public Laws 92-500 and 95-217 of the
United States and subject to the North Carolina Division of
Environmental Management Regulations in 15 NCAC 2H, Section .0500
to C. Roger Scheel pursuant to an application filed on the 17 day
of August 1992 to construct a bulkhead, breakwater and boat basin
as shown on your 2 October 1992 letter. .
The Application provides adequate assurance that the
discharge of fill material into the waters of Albemarle Sound in.
conjunction with the proposed boat basin, bulkhead, in Tyrrell
County will not result in a violation of applicable Water Quality
Standards and discharge guidelines. Therefore, the State of
North Carolina certifies that this activity will not violate
Sections 301, 302, 303, 306, 307 of PL 92-500 and PL 95-217 if
conducted in accordance with the application and conditions
hereinafter set forth.
Condition(s) of Certification:
1. That the activity be conducted in such a manner as
to prevent significant increase in turbidity
outside the area of construction or construction
related discharge (increases such that the
turbidity in the Stream is 25 NTU's or less.are
not considered significant).
2. Design shall be as shown on your 2 October 1992
letter with the boat basin beginning near the
junction of the canals and ditch.
Violations of any condition herein set forth shall result in
revocation of this Certification.
This Certification shall become null and void unless the
above conditions are made conditions of the Federal Permit.
This the 6 day of October, 1992.
DIVISION OF ENVIRONMENTAL MANAGEMENT
Preston Howard, J . P. E.
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WQC# 2783
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DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
IN REPLY REFER TO September 23, 1992
Regulatory Branch
Action ID. 199201108
Mr. John Parker
Division of Coastal Management
North Carolina Department of Environment,
Health, and Natural Resources
Post office Box 27687
Raleigh, North Carolina 27611-7687
Dear Mr. Parker:
Reference the application of Mr. , Jr., for a
Department of the Army permit to excavate a basin, construct and backfill a
bulkhead, place riprap material, construct a pier, dock and two wooden
breakwater structures and repair a wooden jetty on Albemarle Sound, Edgewater
Estates, INNNEAWCounty, North Carolina.
The Federal agencies have completed review of the proposal as presented by
the application and Mr. David Moye's revised field investigation report, dated
August 12, 1992.
We recommend that the following conditions be included in the State
authorization:
a. All work authorized by this permit must be performed in strict
compliance with the attached plans, which are a part of this permit.
b. The bulkhead and riprap material will be positioned in strict
accordance with permit plans. To prevent an unintentional violation of this
authorization, representatives of the North Carolina Division of Coastal
Management and the Corps of Engineers will be available to stake the bulkhead
and riprap alignments prior to construction.
c. All backfill materials will be obtained from a highground source and
confined landward of the permitted bulkhead.
d. The fill material will be clean and free of any pollutants except in
trace quantities. Metal products, organic materials, or unsightly debris will
not be used.
e. All excavated materials will be confined landward of the mean high
water (MHW) elevation contour and any regularly or irregularly flooded
vegetated wetlands.

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f. Excavation will not exceed 4 feet below the elevation of mean low
water (MLW).
g. The temporary placement or double handling of excavated or fill
materials within waters or vegetated wetlands is not authorized.
h. No attempt will 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. Use of the permitted activity must not interfere with the public's
right to free navigation on all navigable waters of the United States.
i. The permittee will 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 transfered to a third party.
j. The activity will be conducted in such a manner as to prevent a
significant increase in turbidity outside the area of construction or
construction-related discharge. Increases such that the turbidity in the
waterbody is 50 NTU's or less are not considered significant.
Questions or comments may be addressed to Mr. Scott McLendon, Washington
Field Office, Regulatory Branch, telephone [phone].
Sincerely,
G. Wayne Wright
Chief, Regulatory Branch
Copies Furnished:
Mr. John Dorney
Water Quality Section
J Division of Environmental
Management
North Carolina Department of
Environment, Health, and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Mr. Terry Moore
Washington Regional Office
North Carolina Division of
Coastal Management
Post office Box 1507
Washington, North Carolina 27889
Ms. L. R. (Mike) Gantt
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post office Box 33726
Raleigh, North Carolina 27636-3726
Mr. Larry Hardy
National Marine Fisheries Service
Pivers Island
Beaufort, North Carolina 28516
Mr. Thomas Welborn, Chief
U.S. Environmental Protection
Agency - Region IV
Wetlands Regulatory Unit
345 Courtland Street, NE.
Atlanta, Georgia 30365
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State of. Nlorth Carolina
Department of Environment, Health, and Natural Resources
l?z?isi.on 'Oi Envixozu?aental Mana.?er-,er.,t
P.,O. Box 29535
Raleigh, NC 27626-0535
! WA TER WALITY SECT 10N
FAX # 919x33-1338
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FAX ?rUMBER:
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TRANSMISSION REPORT
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State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Env' oaniental Mana.gemen.t
P.O. Box 29535
Raleigh, ?NTT 27626-0535
WA TER QUALITY SECTION
FAX # [phone]
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DATE START REMOTE TERMINAL MODE TIME RESULTS TOTAL DEPT. FILE
* TIME IDENTIFICATION PAGES CODE NO.

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September 24, 1992
Mr. Charles Roger Schee'l,, Jr.
P.O. Box 266
Columbia, N.C. 27925
Dear Mr. Scale:
RE: Application for CAMA Permit and 401 Water Quality
Certification
Boat basin, bulkhead and breakwater
DEM Project # 92516
The Division of Environmental Management has completed its
initial review of your modified project. As you are aware DEM
issued a 401 Water Quality Certification for a similar project
with less wetland and water impact on 29 April 1992. That
project did not present a significant water quality issue since
the fill was small and unavoidable. However your present project
proposal requests significantly more fill than that earlier
project (e.g., 0.25 acres of wetland fill compared to 0.04 acres
of fill). In addition the new location of your proposed boat
basin is of concern regarding flushing since it would be located
on a small existing ditch rather than the larger canal. Finally
we are concerned that your new location of the fill adjacent to
the Albemarle Sound would remove a significant amount of water
which is classified as B waters (swimming).
° '41P
Mr. Roger Scheel
September 24, 1992
Page 2
We are uncertain why you have applied for additional fill
and for the new configuration of the boat basin. Please inform
us of the purpose of your new design. We also need answers to
the questions outlined above. Until these answers are sent to
me, I am requesting that the Division of Coastal Management place
this project on administrative hold. I can be reached at 919-
733-1786 if you have any questions. Please respond within two
weeks of the date of this letter so we can expedite this matter.
Sincerely,
John R. Dorney
cc: Washington DEM Regional Office
Division of Coastal Management
Central Files
00* eA
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To:
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John Dorney '
Planning Branch
DIVISION OF ENVIRONMENTAL MANAGEMENT
CAMA/COE PERMIT APPLICATION REVIEW w m
WaRO PROJECT # 9,2 + 06 D - G.- WQ
REVIEWER: SAWYER
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SUPERVISOR: THO g
DATE:n ?•? I' ??2
bLL!.
WETLAND INFORMATION FOR CENTRAL OFFICE TRACKING
PERMIT YR: 9 PERMIT NO_ COUNTY.;
PROJECT NAME:
PROJECT TYPE: 1-P.6Q? PERMIT TYPE: ?COE
COE #: #:
RCD FROM CDA: ® DATE FROM CDA: 9 Z V$f 7
REG OFFICE: WaRO RIVER SUB BASIN #: 120 A U 9
STREAM OR ADJACENT WATER BODY: 496.
CLASS : $ S J STREAM INDEX # : a
OPEN OR CLO?S/ED: t
WL IMPACT: 1 WL TYPE:
WL REQUESTED: p.2S?• WL ACR EST:
HYDRO CNECT?: WL SCORE:
MITIGATION: N MITIGATION TYPE:
MITIGATION SIZE: RATING SHEET ATTACHED?
REC01MENDATION: ISSUE ISSUE/COND DENY HOLD _ ,
STORMWATER PLAN REQ'D: ? IF YES, DATE APPROVED:
PROJECT DESCRIPTION: P a4'e J.* 4- 6jale- G?•v j
V
WATER QUALITY CERT. (401)
CERT. REQ' D : Y
IF YES, TYPE:
1 .rD
SEWAGE DISPOSAL
TYPE OF DISPOSAL PROPOSED: orio
(EXISTING, PROPOSED, SEPTIC TANK ETC.)
TO BE PERMITTED BY:
(DEM, DHS, COUNTY)
IF BY DEM, IS SITE AVAILABLE AND PERMIT ISSUANCE PROBABLE:
WATER/WETLAND FILL
AREA OF FILL: WATER: WETLAND: 4' 2- ?°c-•
IS FILL ELIMINATING A SIGNIFICANT USE?
DREDGING
AREA TO BE DREDGED : 410 q5" 6 0
IS DREDGING ACTIVITY EXPECTED TO CAUSE A SIGNIFICANT LOSS OF
RESOURCE? ?
IS SPOIL DISPOSAL ADEQUATELY ADDRESSED?
MARINA
ARE THE FOLLOWING ADEQUATELY ADDRESSED?
SEWAGE DISPOSAL: MARINA SERVICES:
OXYGEN IN BASIN: C S OF SHELLFISHING WATERS:
CC: WaRO; Central Files; DCM Field Offices; COE Washington Office
4 •
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RECOMEMED CONDITIONS OR PERMIT RESTRICTIONS:
DIVISION OF IRONMENTAL MANAGEMENT
MEMORANDUM
' TO: Bill Moore, Environmental Engineer
Water Quality Section, WaRO
FROM: Deborah Sawyer, Environmental Technician
Water Quality Section, WaRO
SUBJECT: Dredge and Fill Reviews for Stormwater Review
Project: Q
Project No.: 1 02 -6(2O -y
Date Received: 7
Date Comment: ?7 D 8 2
Description of Project:
Comments:

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.ASHINGTON vrFICE
AUG 171992
State of North Carolina , t
Department of Environment, Health, and Natural Resources
Division of Coastal Management
1424 Carolina Avenue • Washington, North Carolina 27889
James G. Martin, Governor Roger N. Schecter
William W. Cobey, Jr., Secretary Director
17 August 1992
MEMORANDUM
TO: Mr. A. Preston Howard, Acting Director
Division of Environmental Management
FROM: John R. Parker, Chief
Major Permits Processing Section
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Charles Roger Scheel, Jr.
Project Location: Off SR 1213 at Edgewater Estates on the south side of Albemarle
Sound in Tyrrell County
Proposed Project: Excavate a boat basin adjacent an existing canal, bulkhead and stone
riprap to reclaim land lost to erosion, highground and adjacent 404
designated wetland to be filled to increase elevation above the NWL,
pier with T-head, dock, repair wooden groin and two pile supported
breakwaters.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form by 7 September 1992. If you have any questions regarding the proposed
project, please contact David Moye at 946-6481. When appropriate, in-depth comments
with supporting data is requested.
REPLY This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the
attached comments.
Signed
Date
Box 1507 • Washington, North Carolina 27889 • Telephone [phone]
An Equal Opportunity Affirmative Action Employer

7
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1
State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Coastal Management
1424 Carolina Avenue • Washington, North Carolina 27889
James G. Martin, Governor
William W. Cobey, Jr., Secretary
MEMORANDUM
TO: John Parker
FROM: David Moye
DATE: 17 August 1992
SUBJECT: Charles Roger Scheel, Jr. Permit Application
Roger N. Schecter
Director
Attached is the revised CAMA Major Application for Roger Scheel's project in
Tyrrell County. Due to the extensive changes from the original application, I have
included an updated Field Investigation and Biological Report. If I can provide
additional information, please let me know.
Note, this application package including the Field Investigation and Biological
Report dated 12 August 1992 supersedes the original application package.
Box 1507 • Washington, North Carolina 27889 • Telephone [phone]
An Equal Opportunity Affirmative Action Employer
DIVISION OF COASTAL MANAGEMENT v
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FIELD INVESTIGATION ur
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REPORT

999

1. APPLICANT'S NAME Charles Roger Scheel, Jr.

2. LOCATION OF PROJECT SITE Off SR 1213 at Edgewater Estates on the south side
of Albemarle Sound in Tyrrell County.
PHOTO INDX: 1989: 62-8; I-17, H-17 1984: 101-951; E-5, D-5, E-4
STATE PLANE COORDINATES : X: 2,809,600 Y: 820 175
SPCS Columbia West Quad (upper right
3. INVESTIGATION TYPE: bREDGE & FILL X CAMA X Corner).
4. INVESTIGATIVE PROCEDURE:
(A) DATES OF SITE VISIT 1-13-92 10-17-91 7-10-91
(B) WAS APPLICANT PRESENT yes yes yes
REVISED
5. PROCESSING PROCEDURE: APPLICATION RECEIVED 7 August 1992
OFFICE Washington
b. SITE DESCRIPTION:
(A) LOCAL LAND USE PLAN Limited Transition (land) Conservation (water, 404 wetland)
LAND CLASSIFICATION FROM LUPProject is being reviewed by DCM Planning staff
for consistency.
(B) AEC(S) INVOLVED: OCEAN HAZARD ESTUARINE SHORELINE X
COASTAL WETLANDS PUBLIC TRUST WATERS X
ESTUARINE WATERS X OTHER
(C) WATER DEPENDENT: YES X NO
(D) INTENDED USE: PUBLIC PRIVATE X COMMERCIAL
(E) TYPE OF WASTE WATER TREATMENT: EXISTING None
PEED None
(F) TYPE OF STRUCTURES: EXISTING None
PLANNED Pier, dock, bulkhead and riprap, wooden breakwater
(G) ESTIMATED ANNUAL RATE OF EROSION 45' SOURCE applicant
7. HABITAT DESCRIPTION: AREA 0. a4a&I-5
(A) VEGETATED WETLANDS DREDGED FILLED OTHER
404 area 4,500 ft2 10,833.75 ft2
(B) NON-VEGETATED WETLANDS:
canal bottom, sound bottom 1,600 ft2 7,500 ft2
(C) OTHER:
Highground 6,641 ft2 17,800 ft2
(D) TOTAL AREA DISTURBED: 48,874.75 ft2
(E) PRIMARY NURSERY AREA: YES NO X
(F) WATER CLASSIFICATION: SB OPEN: YES X NO
8. PROJECT SUMMARY: The applicant proposes to excavate a boat basin adjacent an existin;
canal Bulkhead and stone riprap is proposed to reclaim land lost to erosion. Existin;
highground and adjacent 404 designated wetland is to be filled to increase elevation
above the NWL. A pier with T-head as well as a dock is proposed. An existing wooden
groin will be repaired and two pile supported breakwaters are proposed offshore.
s • "
9
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Charles Roger Scheel, Jr.
Tyrrell County
Project Setting
The applicant's property is located in Tyrrell County off SR 1213 on the
south side of Albemarle Sound at Edgewater Estates north of Columbia, North
Carolina. The property is bordered on the east and west by developed and
bulkheaded lots. The lot to the west is separated from the applicant's lot by
a manmade canal. Both adjoining lots are vegetated with upland vegetation
including lawn grass, pines, mixed hardwoods and ornamental shrubs. The site
varies from 2' to 5' above mean sea level.
The northern portion of the property fronts Albemarle Sound and is a highly
eroded and unprotected shoreline. The eastern third of the property is
highground vegetated with upland grasses and pines. The western two thirds of
the property is designated as 404 wetland by the U.S. Army Corps of Engineers.
The 404 wetland area is vegetated with mixed hardwood including cypress (most of
which has been recently cut) and other various species of wetland vegetation.
The western edge of the property borders a manmade agricultural drainage ditch
and has a ±10' wide spoil bank with several openings into the 404 wetland area.
Albemarle Sound is classified as SB waters by the Environmental Management
Commission.
Project Description - Revised
The applicant proposes to excavate an approximately 50' by 150' boat basin
adjacent an existing manmade canal by excavating an old spoil bank and 404
designated wetlands. The boat basin will be bulkheaded and a 6' wide dock will
be placed adjacent the bulkhead. The remaining 10,833.75 ft' of 404 designated
wetland will be filled and sloped to a grade of ±4' above MSL. The adjacent
highground is to be graded behind a proposed retaining wall, constructed along
the highground interface line approved by the U.S. Army Corps of Engineers, at
±5' above MSL. An existing spoil pile approximately 35' by 93.75' will be
excavated to a ±4' elevation above MSL.
The project includes additional bulkhead and rock riprap for shoreline
stabilization and reclamation of land lost to erosion. The average distance
offshore for this section of bulkhead is proposed to be 80' but will still be
landward of the existing adjacent bulkheads. The section of this bulkhead
adjacent the sound, will be armored with rock riprap extending 8' waterward of
the bulkhead and tying into the existing wooden groin.
Other structural features proposed include: a ±35' long by 6' wide pier
with a 12' by 18' T-head, a 6' wide by 200' long dock adjacent the proposed boat
basin, and two 12' long wooden breakwaters ±60' offshore. The applicant proposes
to repair and/or replace an existing 135' long wooden groin of which ±80 will
function as a bulkhead. An additional ±75' of bulkhead is proposed along the
existing canal bank.
• f '

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Charles Roger Scheel, Jr.
Tyrrell County
Anticipated Impacts - Revised
The project as proposed would result in the excavating of approximately
4,500 square feet of 404 designated wetland and 1,600 square feet of canal
bottom. The project would also result in the filling of approximately 10,833.75
square feet of 404 designated wetland and 7,500 square feet of sound bottom. The
project would result in localized turbidity associated with dredge and fill
activities as well as with construction activity.
David W. Moye - Washington Office - 12 August 1992
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DEAR MR. MOORE:
AT THIS TIME PLEASE RELEASE THE PERMIT APPLICATION YOU
HAVE ON HOLD AND PROCEED WITH THIS MODIFICATION.
THANKS FOR ALL OF YOUR HELP.
RESPECT LLY,
C. R. SCHEEL, J .
9/0?z
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•
DIVISION OF COASTAL MANAGEMENT
P. 0. BOX 1507
WASHINGTON, NC 278.89
DEAR MR. MOORE:
ENCLOSED PLEASE FIND THE APPLICATION MODIFICATION TO DREDGE
AND FILL. THE PROJECT IS LOCATED OFF S.R. 1213 EDGEWATER
ESTATES ON THE ALBEMARLE SOUND IN TYRRELL COUNTY. WE WOULD LIKE
TO IMPROVE THE LOTS RECENTLY PURCHASED BY FILLING A PORTION OF
LOT # 1 (WHICH HAS NEARLY ERODED AWAY) STABILIZE THE SHORE,
EXCAVATE A BOAT BASIN, INSTALL BULK HEADING, CONSTRUCT A
PIER, AND DOCKS, REPAIR BULK HEADING, EXCAVATE EXISTING SPOIL
BANK, SAND BAR, AND INLET, FILL A PORTION OF THE PROPERTY AND
CONSTRUCT TWO BREAKWATERS TO PROTECT PROPOSED PIER.
WE HAVE•RECENTLY PURCHASED LOTS 1, 9, 16, AND 17, OF EDGEWATER
ESTATES (APPROXIMATELY 1100 SQUARE FEET REMAIN OF LOT 1,
FORMERLY 10,720 SQUARE FEET). DUE TO THE INCESSANT EROSION FROM
STORMS, NORTHEAST WINDS, AND THE LACK OF STABILIZATION MEASURES,
TAKEN TO STOP WAVE ACTION,. DAMAGE OVER THE YEARS HAS OCCURRED.
WITHIN THE PAST YEAR ALONE, THERE HAS BEEN SOME 45 FEET OF THE
SHORELINE THAT HAS ERODED,,,; WE PROPOSE TO FILL A PORTION OF LOT
NUMBER 1 FOR AN:OVER'ALC DISTANCE OF 85 FEET, WATERWARD, FROM THE
PRESENT BEGINNING LINE FROM LOT 1. (PLEASE-NOTE THAT AVERAGE
DISTANCE RAN FROM 85 TO 35 FEET).,
TO STABILIZE THIS NEW SHORELINE, WE PROPOSE TO CONSTRUCT A
WOOD BULKHEAD PLUS'STABILIZING THE FRONT PORTION WITH ROCK.
THE STONES WILL WEIGH BETWEEN 15 TO 200 POUNDS, WITH 50%. OF THE
STONES TO WEIGH 100 J?OUNDS. THEINEWBULKHEAD WILL BEGIN AT
EDGEWATER ESTATES BOAT RAMP, RUN SOUTH TO NORTH SOME 25 FEET,
TURN LEFT AND WILL RUN EAST TO WEST CONNECTING TO AN EXISTING
BULKHEAD ON THE WEST SIDE OF THE PROPERTY. A FIVE FOOT HIGH
BULKHEAD WILL BE CONSTRUCTED FACING NORTH CONNECTING TO AN
EXISTING FIVE FOOT BULKHEAD ON THE WEST. THE EXISTING BULKHEAD
WILL BE REPAIRED AND ALSO BROUGHT UP TO CURRENT STANDARDS
(FILTER FABRIC, DEAD MAN, ETC.). WE WOULD ALSO LIKE TO CONSTRUCT
A PIER. FROM THE CENTER OF THE NORTH FACING BULKHEAD A SIX FOOT
WIDE TREATED PIER, EXTENDING 35 FEET WITH A 12 X 18 TEE AT THE
END. TO ABATE WAVE ACTION TO THE PIER AND BULKHEAD WE WISH TO
CONSTRUCT BREAKWATERS MATCHING ONES. IN EXISTENT ON THE EASTSIDE
OF THE WATERFRONT. THESE BREAKWATERS RUN SOME 300 FEET ACROSS
EDGEWATER ESTATES WATERFRONT.

•
A'BOAT BASIN WILL BE CONSTRUCTED IN THE SOUTHWEST CORNER OF
THE PROPERTY AND A 4 FOOT WOOD BULKHEAD WILL BE INSTALLED
STABILIZING THIS EXCAVATION. A SIX FOOT WIDE DOCK WILL ALSO BE
CONSTRUCTED ALONG THE BASIN BULKHEAD TOR DOCKING PURPOSES. A
PLUS 4' SPOIL BANK EXISTS IN THIS AREA TO BE EXCAVATED FOR A
BASIN AND WE WISH TO CREATE A NEW S.POIL'BANK OF THE SAME SIZE
DIRECTLY BEHIND PROPOSED BULKHEAD FOR STABLIZATION. THIS SPOIL
BANK WILL BE SLOPED TO MEET EXISTING GROUND LEVEL OF ALMOST PLUS
FOUR FEET.
THE NEW BULKHEAD TO BE INSTALLED ON THE WEST SIDE OF THE
PROPERTY (INCLUDING BASIN) WILL BE 4 FEET HIGH TO MEET THE
EXISTING SPOIL LEVELS NOW. THE REMAINDER OF THE SPOIL BANK ON
THE WEST SIDE OF THE PROPERTY IS 8 TO 10' FEET TALL, SOME 100
FEET LONG, AND IS 95% SAND. WE WILL EXCAVATE TO THE 4' PLAIN
AND DISTRIBUTE MATERIAL TO EVEN OUT AND SLOPE TO THE EXIS'T'ING
GRADE OF THE PROPERTY. THIS AREA IS WITHIN THE BOUNDARY SET
FORTH BY THE CORPS OF ENGINEERS, BUT IS LESS THAN ONE QUARTER OF
AN ACRE. THE SPREADING OF THIS FILL MATERIAL IS TO CREATE A
NATURAL SLOPE FOR WATERSHED PURPOSES. THIS PROPERTY IS THE LAST
BLOCK ON THE WEST END OF EDGEWATER ESTATES AND HALF OF EDGEWATER
ESTATES HAS A NATURAL SLOPE RUNNING EAST TO WEST ONTO THIS
PROPERTY AND SLOPING IS NECESSARY TO CREATE PROPER DRAINAGE FOR
THIS PROPERTY AND THE COMMUNITY. THE REMAINDER OF THE EXCAVATED
FILL FROM THE BASIN WILL BE USED TO FILL THE FRONT PORTION OF
THE LAND TO BE RECLAIMED. THERE IS ALSO A SMALL SANDBAR AT THE
MOUTH OF THE INLET THAT WILL BE EXCAVATED TO MINUS 4' TO MEET
EXISTING CONDITIONS. WE ALSO PROPOSE TO FINISH THE CLEANOUT OF
INLET WHICH WAS RECENTLY DONE TO MINUS 4'.''
IT SHOULD BE STRESSED THAT SEVERE EROSION HAS OCCURRED ON THE
PROPERTY WITHIN THE PAST YEAR. THIS LOT IS BORDERED ON BOTH
SIDES BY BULKHEADED AND/OR RIPRAPPED LOTS WHICH HAVE ACCOUNTED
FOR THE ACCELERATED EROSION RATES. THE FORMER BOUNDARY OF LOT
#1 EXTENDED APPROXIMATELY 125 FIEET•FROM THE PRESENT SHORELINE,
THE ADJACENT WATERFRONTS LOTS EXTEND APPROXIMATELY 100 FEET
BEYOND LOT #1. WE ARE REQUESTING TO RECLAIM 2/3 OF THIS
DISTANCE. IN ADDITION, WE ALSO PROPOSE TO CONSTRUCT A RETAINING
WALL ALONG THE CORPS DESIGNATED HIGH GROUND LINE ESTABLISHED IN
OCTOBER 1991. AT THE PRESENT THE PROPOSED MATERIALS WILL
CONSIST OF USED RAILROAD TIES STACKED ON TOP OF EACH OTHER AND
STAKED.
IT SHOULD BE NOTED THE-RECLAIMING OF THIS MUCH LAND (LOT #1) IS
NECESSARY TO CREATE A MORE STRAIGHT LINE ACROSS THE WATERFRONT
OF EDGEWATER ESTATES AND VA-LEE BEACH. THE TUNNEL EFFECT FROM
WAVE ACTION AND DIRECT NORTHEAST WINDS WOULD CONTINUE TO ERODE
PROPERTY CAUSING DETERIORATION OF FUTURE BULKHEADS ON THIS
PROPERTY AS WELL AS ADJACENT PROPERTY OWNERS.(WHICH IS HAPPENING
NOW).

s
AFTER REVIEWING MATERIAL ISSUED JANUARY 21, 1992 "WATER QUALITY
CERTIFICATION NUMBER 2665 AND THE SECOND DRAFT OF E,. 1I 1J. R.
WETLAND RATING SYSTEM JULY 26, 1991", WE REQUEST THAT THIS
PROPERTY IS A CANDIDATE FOR MODIFICATION REVIEW.
IF THERE ARE ANY QUESTIONS CONCERNING THIS PROPOSAL, PLEASE FEEL
FREE TO CALL ME AT 919-796-1549. THANK YOU FOR YOUR FAVORABLE
CONSIDERATION FOR THIS REQUEST.
SINCERELY,
CHARLES R. SC EEL, JR.
CRS/]-.Q
4
t? 41L
ri{M
Memorandum
To: Jim Mulligan
Deborah Sawyer
From: David W. Moye I
Subj: Application for CAMA Major Permit and/or Dredge & Fill Permit
Charles Roger Scheel, Jr.
Tyrrell County
Date: 11 February 1992
Attached is an application for a CAMA Major and/or a Dredge & Fill Permit which
was received by me on 5 February 1992. I am considering this application
complete, have acknowledged receipt, and have begun processing.
If you have any questions do not hesitate to contact me.
C--
APPW NOTICE OF FILING OF ?n
APPLICATION FOR CAMA MAJ L MT U
PERMIT AND WATER QUALITY ON
SEP 1992 _
The Department of Environment, Health and Natural rces her ;des public notice
as required by N.C.G.S. 113A-119(b) and 143-215 3( )( j?to ger Scheel,
Jr. of Columbia, N.C. filed an amended application on 7WA 2 for a permit from
the Division of Coastal Management to develop in a ea 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, Mr. Scheel proposes to excavate a 4,500 sq. ft. boat
basin adjacent an existing canal. Bulkhead and stone riprap is proposed to reclaim
land lost to erosion. Existing highground and approximately 10,800 sq. ft. of adjacent
404 designated wetland is to be filled to increase elevation above the Normal Water
Level. A pier with T-head as well as a dock is proposed. An existing wooden groin
will be repaired and two pile supported breakwaters are proposed offshore.
A copy of the entire amended application and additional information may be examined (or
copies furnished upon request and payment of reproduction costs) during normal business
hours of the Division of Coastal Management, 1424 Carolina Avenue, Washington, N.C.,
and/or the Division of Environmental Management, 1424 Carolina Avenue, Washington, N.C.
The Division of Environmental Management proposes to take final action on this water
quality certification on or before 26 September 1992. 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 Mr. Roger Schecter;
Director, Division of Coastal Management, P.O. Box 27687, Raleigh, N.C. 27611 prior
to 18 September 1992 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 13 September 1992 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, state and federal agencies. Notice of the permit decision in
this matter will be provided upon written request.
Please publish on 27 August 1992 in the Coastland Times
r
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Division of Coastal Management
Field Offices
Raleigh Central Office
N.C. Department of Environment,
Health & Natural Resources
P.O. Box 27687
225 N. McDowell Street
Raleigh, N.C. 27611-7687
[phone]
U.S. Army Corps of Engineers
Wilmington District
P.O. Box 1890
Wilmington, N.C. 28402
[phone]
Elizabeth City
Route 6, Box 203
Highway 17 South
Elizabeth City, N.C. 27909
[phone]
---- --------------- ------- --------- - --- -
%
Gates
Hertford ?,•';?s9G
;----------------- 9% , rd
?0, s
Bertie
Washington
P.O. Box 1507
1424 Carolina Avenue
Washington, N.C. 27889
[phone]
1
i Craven
;I
Pamlico
\
\
Onslow
Carlefel /-'%,I
-- ---------J
II \
I \
I ,
Pender %
iNew,'•.
Hanover
/ Wilmington
Brunswick 7225 Wrightsville Avenue
Wilmington, N.C. 28403
[phone]
Washington ; ,,'Tyrrell D
,
?I 'Beaufort
Morehead City Y
P.O. Box 769
3411 Arendell Street
Morehead City, N.C. 28557
[phone]
1-800-682-2632
Hyde

Please tyfe or print. Carefully describe all anticipated
development activities, including construction, excava-
tion, filling, paving, land clearing, and stormwater con-
trol. If the requested information is not relevant to your
project, write N/A (not applicable). Items 1-4 and 8-9
must be completed for all projects.
1 APPLICANT
a. Name Ct4AzI%S fem. ScHs:fr Tr-
Address7o 5Y. ?-4,(,
City Co 10 M rS(*tN- State M .C
Zip 2--711z S Day phone 7 ? (1P15Y9
Landowner or Authorized agent
b. Project name (if any) '_F91 2 IATS
c. If the applicant is not the landowner, also give the
owners ame and address.
C? vwt?, ?A ti. , Z 7S
2 LOCATION OF PROPOSED
PROJECT
a. Street address or secondary road number
OFF 5. 1,213
b. City, town, community, or landmark
??C?S wAT? R. ?S'rATFS
c. County T R f LL
d. Is proposed work within city limits or planning
jurisdiction? 1.10
e. Name of body of water nearest project
AR,.4MARtis SoyN0
3 DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
?REAKWA1fPS ?tF tL. tom- oCI<S, ? ?at?
If you plan to build a marina, also complete and
attach Form DCM-MP-2.
b. Is the proposed activity maintenance of an
existing project, new work, or both?
Obd WOQK -C)e6EQT 4'bR t A1AJTfA_,H+-`. ar F,?If.r
- N?, u i kFtFA
c. Will the project be for community, private, or
commercial use?
,I>F-,UM'«
d. Describe the planned use of the project.
•uk?<?-4 -0 1 ;?!, PPS, P S44oiz.?iI o8 Foci
57A?cA:?AT?ono 4 C6N!A1rE ,o,t-r l?/IS?N
4 LAND AND WATER
CHARACTERISTICS
a. Size of entire tract ± o?z s- Ace-i
b. Size of individual lot(s)
SAP^f
c. Elevation of tract above mean sea level or
National Geodetic Vertical Datum
2 - !; '
d. Soil type(s) and texturc(s) of tract
SAODq InAok A C104?
e. Vegetation on tract (oF--.d?ss Tk f f s
f. Man-made features now on tract O bof
g. What is the CAMA Land Use Plan Classification of
the site? (Consult the local land use plan.)
Conservation ? Transitional
Developed Community
Rural Other
ned by local government?
h. How is the trac161k
is How are adjacent waters classified?
sS
a. Describe all development activities you propose (for j. Has a professional archaeological survey been
example, building a home, motel, marina, bulkhead, carne out for the tract? IJ o If so, by whom?
or pier).__R>M4-_ AFAD ?+Z?Pt?AP S A0Rf1 WS /tJ A .
C-)(nAQAIS_ 3604T -'vns??l ?C?yiCb Ar?r fR.
61Am-rFWQE or- CAUfL ?xs?s t??Cz 3utkr Fwa "'CC>k5r-RWT'
12/89
0
w
5 UPLAND DEVELOPMENT
Complete this section if the project includes any land
development.
a. Type and number of buildings, facilities, or
structures proposed lJ 00S
b. Number of lots or parcels OLA-
c. Density (Give the number of residential units and the
units per acre.) 01A

m. Water supply source ou A ZJ SysrF #A
n. If the project is oceanfront development, describe
the steps that will be taken to maintain established
public beach access yvays or provide new access.
R
d. Size of area to be graded or disturbed
sct o'
178a,D Fr
e. If the proposed project will disturb more than one
acre of land, the Division of Land Resources must
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins.
If applicable, has a sedimentation and erosion
control plan been submitted to the Division of Land
Resources? 0 4
f. Give the percentage of the tract within 75 feet of
mean high water to be covered by impermeable
surfaces, such as ppavement, buildings, rooftops.
03 w s;
g. List the materials, such as marl, paver stone, asphalt,
or concrete, to be us d for paved surfaces.
/A-
h. If applicable, has a stormwater management plan
been submitted to the Division of Environmental
Management? 01A
i. Describe proposed sewage disposal and/or waste
water treatment facilities.
K) 1A r
j. Have these facilities received state or local approval?
k. Describe existing treatment facilities.
Kltos? -
1. Describe location and type of discharges to waters of
the state (for example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down"). Soi,;rAft --k 0M oFF
if the project is on the oceanfront, what will be the
elevation above rrp?ean sea level of the first habitable
floor? CIA
6 EXCAVATION AND FILL
INFORMATION-
a. Describe below the purpose of proposed excavation
or fill activities (excluding bulkheads, which are
covered in Section 7).
Access channel
(MLW) or (NWL)
Boat basin
Other (break- p,'Ev
water, pier, -aeK WM
boat ramp,,?ock
rock jetty) --
Fill placed in
wetland or below
MHW
Upland fill
areas
Length Width Depth
M +4+I,i A" c?-.
e., o, E? 5T
oo, q, -2-
ism so -`F
y(
,5 c.
W7
12.
I..' Lop y
2no W w?
g3
7s
.
1J7.5 (?2. S •Ati:?n:irii\iY: ?i:•i::
.
2 d

f ' > K*
: i
soar ..>:<
:<
b. Amount of material to be excavated from below
water level in cubic yards G, v d?
c. Type of material _ SANb
d. Does the area to be excavated include marshland,
swamps, or other wetlands?
y s IfOd 'hSSICN TES W4T LPNDS
e. High ground excavation, in cubic yards
IZ?.9 (30.ubs
2 12/89
A ?
L Dimensions of spoil disposal area
g. Location of spoil disposal area ftl? EP- To
ktALM"
h. Do you claim title to the disposal area? ?? S
If not, attach a letter granting permission from the
owner.
i. Will a disposal area be available for future
maintenance? `/f5
If so, where? e43 s rr*
j. Does the disposal area include any marshland,
swamps, or water areas?
U14 5
k. Will the fill material be placed below mean high
water? ?l FS;
c. Shoreline erosion during preceding 12 months, in
feet . 415 Dl-.,s Fsar-
d. Type of bulkhead materialIPMOZ Won.> Zt rock ?tP????
e. Amount of fill, in cubic yards, to be placed below
mean high water 5 72.34 C y Ds
f. Type of fill material 58,0b f TopSo L F?? tt 1 N fl
A3SUJ 'BJLK+Vr-Ahb
8 ADDITIONAL INFORMATION
In addition to the completed application form, the follow-
ing items must be submitted:
A copy of the deed (with state application only) or other
instrument under which the applicant claims title to the
1. Amount of fill in cubic yards SSS a A+ O affected property. If the applicant is not claiming to be
moss 03 0-t- ?Clup? fLiP':KwT the owner of said property, then forward a copy of the
in. Type of fill material ElF*V ATtrD SAP iTSe; U deed or other instrument under which the owner claims
title, plus written permission from the owner to carry out
n. Source of fill material ExcA?AT10"S 00 s i r?F_
4 UPIAUp SOUPO
o. Will fill material be placed on marsh or other
wetlands? WS
the project.
An accurate work plat (including plan view and cross
sectional drawings) drawn to scale in black ink on an 8
1/2 x 11 white paper. (Refer to Coastal Resources
Commission Rule 7J.0203 for a detailed description.)
p. Dimensions of the wetland to be filled
10,}.9 33 .?5 sm Fr
q. How will excavated or fill material be kept on site
and erosion controlled?
$0T OFA c7 -?s-reuJiL OAZ S
e 4r FfueF
r. What type of construction equipment will be used
(for example, drag_line, backhoe, or hydraulic
13?c sd r??
dredge)? ? Inc kA 1L Do z fA
s. Will wetlands be crossed in transporting equipment
to project site? If yes, explain steps that will
be taken to less 6n environmental impacts.
U c5_? or- 1Ul A-m
7 SHORELINE STABILIZATION
y e.P?r*P `1376
a. Length of bulkhead or ripr p
N--?Uu BLk4D - S 00 r-r p g, - 94.375 FT
b. Average distance waterward of mean?igh water or
normal water level g0' A-D_TAcs.Nr A-+3. soLiob
o' of CANS1 UAir-
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats arc acceptable only if 18 high
quality copies are provided by applicant. (Contact the
U.S. Army Corps of Engineers regarding that agency's
use of larger drawings.) A site or location map is a part
of plat requirements and it must be sufficiently detailed
to guide agency personnel unfamiliar with the area to the
site. Include county road (SR) numbers, landmarks, and
the like.
A stormwater management plan, if applicable, that
may have been developed in consultation with the
Division of Environmental Management.
A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners. These
individuals have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management and should be advised by the applicant of
that opportunity.
1289
Name f? IQ Nly-A&)DF A
Address %-e'& 25s
GPEsw?ir "C . 27gZe
Name 17 J' SPE49
Address '?o '3x 30 3
ce,6 sws- c 27918
Name
Address
A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
A check for $100 made payable to the Department of
Environment, Health & Natural Resources to cover the
costs of processing the application.
A signed AEC hazard notice for projects in oceanfront
and inlet areas. _
A statement on the use of public funds. If the project
involves the expenditure of public funds, attach a state-
ment documenting compliance with the North Carolina
Environmental Policy Act (N.C.G.S. 113A-1 to 10).
9 CERTIFICATION AND PERMISSION
TO ENTER ON LAND
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 ap-
proved Coastal Management Program and will be con-
ducted in a manner consistent with such program.
I further 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
project.
This is the 6 day of
X
Landowner or AuthorizedAgent
4 12/89

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---?*? DIVISION OF COASTAL MANAGEMENT
APPLICATION RECEIVED 2-5-92
OFFICE Washington
'00,10 "PLICANT' S NAME Charles Roger Scheel, Jr.
2. LOCATION OF PROJECT SITE Off SR 1213 at Edgewater Estates on the south side
of Albemarle Sound, in Tyrrell County
PHOTO IND%: 1989: 62-8; •I-17, H-17 1984: 101-951; E-5, D-5, E-4
STATE PLANE COORDINATES: X: 2,809,600 Y: 820,175; SPCS Columbia West
Quad (upper right corner)
3. INVESTIGATION TYPE: DREDGE & FILL X CANA X
4. .INVESTIGATIVE PROCEDURE:
(A) DATES OF SITE VISIT 1-13-92 10-17-91 7-10-91
(B) WAS APPLICANT PRESENT Yes Yes Yes

.5. PROCESSING PROCEDURE:
6.
SITE DESCRIPTION:
(A) LOCAL LAND USE PLAN Tyrrell County-1990
LAND CLASSIFICATION FROM LUP Limited Transition
DEVELOPMENT CONSTRAINTS IDENTIFIED IN LUP Public Trust Areas "such uses
as navigational channels, drainage ditches, bulkheads to preventerosion, piers,
docks, or marinas shall be permitted."
(B) AEC(S) INVOLVED: OCEAN HAZARD ESTUARINE SHORELINE X
COASTAL WETLANDS PUBLIC TRUST WATERS -X
ESTUARINE WATERS X OTHER
(C) WATER
FIELD INVESTIGATION REPORT
YES X NO
(D) INTENDED USE: PUBLIC PRIVATE X COMMERCIAL
(E) TYPE OF WASTE WATER TREATMENT: EXISTING None
PLANNED None
(F) TYPE OF STRUCTURES: EXISTING None
PLANNED Pier, dock, bulkhead and riprap, wooden breakwater
(G) ESTIMATED ANNUAL RATE OF EROSION 45' ' SOURCE Applicant
7. HABITAT DESCRIPTION:
AREA
(A) VEGETATED WETLANDS DREDGED FILLED OTHER
404 wetland + 1,838 sq. t.
(B) NON-VEGETATED WETLANDS:
Sound bottom
+ 1,800 sq.ft. + 3,594 sq.ft.
(C) OTHER:
Highground + 2,675 sq.ft. + 18,000 sq.ft.
(D) TOTAL AREA DISTURBED: + 27,907 sq.ft.-
8. PROJECT SUMMARY: 'the applicant proposes to excavate a boat basin protected by a ston(
breakwater and bulkhead. Additional bulkhead and stone riprap is propose to reclaim
land lost to erosion. Existing ig groun is to ill to increase e eva ion above
the NWL. A pier with T- ea as we as a dock is proposed.. An existing w _ en groin
will be repaired and two pile supported breakwaters are proposed offshore.
The applicant's property is located in Tyrrell County off SR 1213 on the south
side of Albemarle Sound at Edgewater Estates north of Columbia, North Carolina.
The property is bordered on the east and west by developed and bulkheaded lots.
The lot to the west is separated from the applicant's lot by amanmade canal.
Both adjoining lots are vegetated with upland vegetation including lawn grass,
pines, mixed hardwoods and ornamental shrubs. The site varies from 2' to 5'
above mean sea level.
The northern portion of the property fronts Albemarle Sound and is a highly
eroded and unprotected shoreline. The eastern third of the property is
highground vegetated with upland grasses and pines. The western two thirds of
the property is designated as 404 wetland by the U.S. Army Corps of Engineers.
The 404 wetland area is vegetated with mixed hardwood including cypress (most of
which has been recently cut) and other various species of wetland vegetation.
The western edge of the property borders a manmade agricultural drainage ditch
and has a ± 10' wide spoil bank with several openings into the 404 wetland area.
Albemarle Sound is classified as SB waters by the Environmental Management
Commission.
Project description
The applicant proposes to excavate an irregularly shaped 3,638 square foot boat
basin protected by a proposed rock riprap breakwater on one side and the
remaining area stabilized by bulkhead. The riprap breakwater will have a 27'
toe to toe width and will extend 5' above the NWL. The basin is to be excavated
to 4' below the NWL. The landward side of the basin will be stabilized with
bulkheading which will be adjacent the 404 wetland and will be 105' long and
will not project above the adjacent wetland elevation.
The project includes additional bulkhead and rock riprap for shore stabilization
and reclamation of land lost to erosion. The maximum.distance offshore for this
section of bulkhead is proposed to be 30' and will extend 5' above the NWL. The
section of this bulkhead adjacent the sound will also be armored with rock
riprap extending 15' waterward of the bulkhead and tying into the proposed
breakwater.
Remaining highground on the project site is to be filled to increase the
elevation above the NWL. This fill area will be confined by a combination of
the 5' high section of bulkhead and a proposed retaining wall to be constructed
along the highground wetland interface line approved by the U.S. Army Corps of
Engineers. This area will be stabilized via sloping and seeding. An old spoil
bank on the property is proposed to be excavated to the 3' contour above the NWL
and the resulting material will be used as fill.
Other structural features proposed include: a ± 75' long by 6' wide pier with a
12' by 18' T-head, a ± 150' long by 6' wide dock constructed landward of the
bulkhead, and two 20' long wooden breakwaters ± 90' offshore. The applicant
proposes to repair and/or replace an existing.135' long wooden groin.

Anticipated impacts -
The project as proposed would result in the covering of approximately 3,594
square feet of sound bottom with riprap. Approximately 1,800 square feet of
sound bottom and 1,838 square feet of 404 wetland will be excavated for the boat
basin. The project would result in localized turbidity associated with dredge
and fill activities as well as with construction activity. The goal of the
proposed project is the stabilization of an existing canal mouth and the
creation of a protected basin.
David W. Moye - Washington Office - 11 February 1992

P
er%
45,
Cons S ?1
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ir?° ? ApQ s o{?
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St
P?tt?'y ?'s?

t Op A? l?c,s?,N? wooAE4 AiP,#1, COM,5TnuGT
Please type or print. Carefully describe all anticipated " N tx)c7or7iyA ? gK? ?f SRS ?'? ?? N (,y
p devefinent activities, including construction, excava _ cx J ZhL4?l? ?2o a,J
tion, filling, paving, land clearing, and stormwater con-
trol. If the requested information is not relevant to your
project, write N/A (not applicable). Items 14 and 8-9
must be completed for all projects. b.
1 APPLICANT
C.
a. Name GHATZU- 226612- QC44f_1?t, 32
Address '?? c?• f3oX -Z-(,(,
City C -o t.u m t3 ? A State .G .
Zip X79 ?? Day phone 713 &
Landowner or / - Authorized agent
b. Projecrname (if any) :[?QJA-M
c. If the applicant is not the landowner, also give the
owner's name and address.
V/26wm DA-2L
r
?1. v t?ox z t?- c?
2 LOCATION OF PROPOSED
PROJECT
a. Street address or secondary road number
b. City, town, community, or landmark
c. County :a tZ P_Ft'V
d. Is proposed work within city limits or planning
jurisdiction? t4o
e. Name of body of water nearest project
r,1??mAPtr' ho urjD
3 DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
If you plan to build a marina, also complete and
attach Form DCM-MP-2.
Is the proposed activity maintenance of an
existing project, new work, or both?
I%X%15'1 141j CIPZ)14
Will the project be for community, private, or
commercial use?
d. Describe the planned use of the project.
A_ n?cLa? 4
4 LAND AND WATER
CHARACTERISTICS
a. Size of entire tract t e)r.lF, _6LJZL
b. Size of individual lot(s) h? 6
c. Elevation of tract above mean sea level or
National Geodetic Vertical Datum
ti 1-n 5"
d. Soil type(s) and texture(s) of tract
S?Dy l.o,a'n a- CW
e. Vegetation on tract (?IW 4i 4 liz? 5 6
L Man-made features now on tract n? ©n1 f?
g. What is the CAMA Land Use Plan Classification of
the site? (Consult the local land use plan.)
Conservation ? Transitional
Developed Community
Rural Other
h. How is the-tract zoned by local government?
i. How are adjacent waters classified?
56
a. Describe all development activities you propose (for j. Has a professional archaeological survey been
example, building a home, motel, marina, bulkhead, carri?e?d? out for the tract? t-/o If so, by whom?
or pier)., iPr'.AP 'nha t3ra ?'srteJ r__UA,
gxcAgA a Fqg1:: tiAS;,J R? L i;Ln 4 -P,ElZ mm-dordoW,;--
Fxcad,gTc)l aF 9 t mj,"4nLG L- M-4/ TZ--nl4fkg.
12/89
41

R 5 LAND DEVELOPMENT - -
YP
)
Complete this section if the project includes any land
development.
a. Type and number of bu? dings, facilities, or ; m. Water supply source rzi KgTC ( 5?5 i r rn
structuresproposed r. br.10,
n. If the project is oceanfront development, describe

A the steps that will be taken to maintain established
b. Number of lots or parcels f
- public beach accessways or provide new access.
J
c. Density (Give the number of residential units and the ) A
'
units per acre.) A-
d. Size of area to be graded or disturbed o. If the project is on the oceanfront, what will be the
,q .px , I o0o 667, elevation above mean sea level of the first habitable
e. )f the proposed project will disturb more than one floor? r1i I A-
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
6 EXCAVATION AND FILL
control plan' been submitted to the Division of Land INFORMATION

I1 ?1-
Resources? r l
f. Give the percentage of the tract within 75 feet of a. Describe below the purpose of proposed excavation
mean high water to be covered by impermeable or fill activities (excluding bulkheads, which are
surfaces, such as pavement, buildings, rooftops. covered in Section 7).
Wonlr, -- Length Width Depth
g. List the materials, such as marl, paver stone, asphalt, Access channel
or concrete, to be used for paved surfaces. (MLW) or (NWL)
l I & Boat basin
h. If applicable, has a stormwater management plan
been submitted to the Division of Environmental
Management? nl I h-
i. Describe proposed sewage disposal and/or waste
water treatment facilities.
LI &:
Other (break-
water, pier, . ?tER.
boat ramp,1QE4KVJATUs(Z)
rock jetty).,,,??N
/1tM N7twlAnkf:
Fill placed in
wetland or below
MHW

IRRkhu SNAP
P. F7 Lr

(W ctrl A IA-' ) 8'T p EAD
20` ( '??
I b s"± 1.1 07b 4'

I q000 Fr-

j. Have these facilities received state or local approval? Upland fill
r,J ) A- areas
k. Describe existing treatment facilities.
4,J0r3&
1. Describe location and type of discharges to waters of
the state (for example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down"). Sti2F,ACX? 0-tolotf
b. Amount of material to be excavated from below
water level in cubic yards 47v
c. Type of material n
d. Does the area to be excavated include marshland,
swamps, or other wetlands?
%e66-4D4- DEwE,nJa F..D Ufa i at- S
e. High ground excavation, in cubic yards
:10
2 12/89
M ~
f
9.

Dimensions of spoil disposal area c. Shoreline erosion during preceding 12 months, in
t$000 C_,O rr ` APDt?c?lr feet -4h5` ( Et; co vx2 r eTfnR)
PDUL P PRW o 6o1A NP SrPA-
Location of spoil disposal area A-rf 'f JfkMJ4kbur0 Type of bulkhead material- uArr p wwo oo ah-, !
h. Do you claim title to the disposal area?
If not, attach a letter granting permission from the
owner.
i. Will a disposal area be available for future
maintenance? `(rh
If so, where? 'e 1 6[11F4
j. Does the disposal area include any marshland,
swamps, or water areas?
k. Will the fill material be placed below mean high
watefl Yes
1. Amount of fill in cubic yards 4e'`
m. Type of fill material 6x c_A•(A7 D 4A4ra d--1bPW r J.
n. Source of fill material f&A J nc J5 `otl 5 M6 + BA, +o
(Jr- N oGn,ToPSo?? FROM 4xARF.W 170WO FtiQm)
o. Will fill material be placed on marsh or other
wetlands? r f n
p. Dimensions of the wetland to be filled
tj n?J p-,
q. How will excavated or fill material be kept on site
and erosion controlled? I
1.Dent) RgaAiJ r 1_ &)A:I, f LUWC44EAV
e. Amount of fill, in cubic yards, to be placed below
meanhigh water 1153'- oF. RoCJC, Qjp2AP
f. Type of fill material Vow
8 ADDITIONAL INFORMATION
In addition to the completed application form, the follow-
ing 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 property. 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 work plat (including plan view and cross
sectional drawings) drawn to scale in black ink on an 8
1/2 x 11 white paper. (Refer to Coastal Resources
Commission Rule 7J.0203 fora detailed description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if 18 high
quality copies are provided by applicant. (Contact the
U.S. Army Corps of Engineers regarding that agency's
use of larger drawings.) A site or location map is a part
of plat requirements and it must be sufficiently detailed
to guide agency personnel unfamiliar with the area to the
site. Include county road (SR) numbers, landmarks, and
the like.
r. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)?_(2FA 61 j F. 161 A I a&= kik r,
s. Will wetlands be crossed in transporting equipment
to project site? 1.5 If yes, explain steps that will
be taken to lessen environmental impacts.
MAiS Lui A, De QED u4DB2, EXGAV4_1jotJ
???i r Prnr:,.f?
7 SHORELINE STABILIZATION
R! RA -? "011
a. Length of bulkhead or riprap r3uiKNEAn= 140:
A stormwater management plan, if applicable, that
may have been developed in consultation with the
Division of Environmental Management.
A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners. These
individuals have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management and should be advised by the applicant of
that opportunity.
b. Average distance waterward of mean high water or
normal water level Rirp-A- P yJi« AVwAft, kT' Tc-rof_
11 a is 30, ro C-PESr
12/89
4 # Nr

. Name A • W. A t,Edc.h412,uZ
,ibAddr% 32.0- pwbc -Ati - - 9 CERTIFICATION AND PERMISSION
?rzra?w . ?l.G. aag TO ENTER ON LAND
Name T-111 5;? AFL Any permit issued in response to this application will
Address 12-9. thox so l!; allow only the development described in the application.
C kjVJ Wi, jJ .(,, g1C)A9 The project will be subject to conditions and restrictions
contained in the permit.
Name
Address
A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
0asV
A check forSIWmade payable to the Department of
Environment, Health & Natural Resources to cover the
costs of processing the application.
A signed AEC hazard notice for projects in oceanfront
and inlet areas.
A statement on the use of public funds. If the project
involves the expenditure of public funds, attach a state-
ment documenting compliance with the North Carolina
Environmental Policy Act (N.C.G.S. 113A-1 to 10).
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's ap-
proved Coastal Management Program and will be con-
ducted in a manner consistent with such program.
I further 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
project.
This is the ? day of
A 19TV.
_ _
or
4 12/89
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4* . - . 9 4

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.Q. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
IN REPLY REFER TO April 2, 1992
Regulatory Branch
Action ID. 199201108
Mr. John Parker
Division of Coastal Management
North Carolina Department of Environment,
Health, and Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Dear Mr. Parker:
Reference the application of Ms. Virginia Dare Rhodes and Mr. Charles
Roger Scheel, Jr., for a Department of the Army permit to excavate a basin,
construct and backfill a bulkhead, place riprap material, construct a pier,
dock and two wooden breakwater structures and repair a wooden jetty on
Albemarle Sound, Edgewater Estates, T-yrrell County, North Carolina.
The Federal agencies have completed review of the proposal as presented by
the application and your field investigation report.
We recommend that the following conditions be included in the State
authorization:
a. The bulkhead and riprap material will be positioned in strict
accordance with permit plans. To prevent an unintentional violation of this
authorization, representatives of the North Carolina Division of Coastal
Management and the Corps of Engineers will be available to stake the bulkhead
and riprap alignments prior to construction.
b. All backfill materials will be obtained from a highground source and
confined landward of the permitted bulkhead.
c. The fill material will be clean and free of any pollutants except in
trace quantities. Metal products, organic materials, or unsightly debris will
not be used.
d. All excavated materials will be confined landward of the mean high
water (MHW) elevation contour and any regularly or irregularly flooded
vegetated wetlands.
e. Excavation will not exceed 4 feet below the elevation of mean low
water (MLW).
f. The temporary placement or double handling of excavated or fill
materials within waters or vegetated wetlands is not authorized.
r,10
-2-
g. No attempt will 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. Use of the permitted activity must not interfere with the public's
right to free navigation on all navigable waters of the United States.
h. The permittee will 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 transfered to a third party.
i. The activity will be conducted in such a manner as to prevent a
significant increase in turbidity outside the area of construction or
construction-related discharge. Increases such that the turbidity in the
waterbody is 50 NTU's or less are not considered significant.
Questions or comments may be addressed to Mr. Scott McLendon, Washington
Field Office, Regulatory Branch, telephone [phone].
Sincerely,
G. Wayne Wright
Chief, Regulatory Branch
Copies Furnished:
Mr. John Dorney
Water Q lity Section
Divis' n of Environmental
M agement
No h Carolina Department of
Environment, Health, and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Mr. Larry Hardy
National Marine Fisheries Service
Pivers Island
Beaufort, North Carolina 28516
U.S. Environmental Protection
Agency - Region IV
Wetlands Regulatory Unit
345 Courtland Street, N.E.
Atlanta, Georgia 30365
Ms. L. K. (Mike) Gantt
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Mr. Terry Moore
Washington Regional Office
North Carolina Division of
Coastal Management
Post Office Box 1507
Washington, North Carolina 27889

°To : John Dorney
Planning Branch SEP 41992
.
• DIVISION OF ENVIRONMENTAL DS GROUP
CAMA/COB PERMIT APPLICAT ALITY SECTION
WaRO PROJECT # ! o? - Duo d - ?- WQ SUPERVISOR: ORPB q l
REVIEWER: SAWYER DATE:
WE'T'LAND INFORMATION FOR CENTRAL OFFICE TRACKING
PERMIT YR: 9 P?Z TT 0.• COUNTY: i?
PROJECT NAME: 1?QP C? ogr-?
PROJECT TYPE: B Q•o..? ??ERMIT TYPE: ?OB
COE #: DOT
RCD FROM CDA: ® DATE FROM CDA: 5.2,6V 2
REG OFFICE: WaRO RIVER AM S BAS 2 O A 07
STREAM OR ADJACENT WATER BODY: .&?
CLASS: .133.,,) STREAM INDEX 274
OPEN OR CLOSED
WL IMPACT: T WL TYPE: g L
WL REQUESTED: Q • ?-Saa. WL ACR EST:
HYDRO CNECT?: WL SCORE:
MITIGATION: F / MITIGATION TYPE:
MITIGATION SIZE: RATING SHEET ATTACHED?
RECOMMENDATION: ISSUE ISSUE/COND <9§) HOLD

STORMWATER PLAN REQ'D: IF YES, DATE APPROVED:
PROJECT DESCRIPTION:
?(..ee?,e11 / ?xo,A % ric.e.? ?.?,L `? = I?? ? lt-?-a.e?.??,t.?l?.,
WATER QUALITY CERT. (401)
CERT. REQ'D:
IF YES, TYPE : a.0
SEWAGE DISPOSAL
TYPE OF DISPOSAL PROPOSED:
(EXISTING, PROPOSED, SEPTIC TANK ETC.)
TO BE PERMITTED BY:
.(DEM, DHS, COUNTY)
IF BY DEM, IS SITE AVAILABLE AND PERMIT ISSUANCE PROBABLE:
WATER/WETLAND FILL
AREA OF FILL: WATER : WETLAND : D .
IS FILL ELIMINATING A SIGNIFICANT USE?
DREDGING
AREA TO BE DREDGED: Z-/b{ '15-66 o/A-11,
IS DREDGING ACTIVITY EXPECTED TO CAIISE A SIGNIFICANT LOSS OF
RESOURCE?
IS SPOIL DISPOSAL ADEQUATELY ADDRESSED?
MARINA
ARE THE FOLLOWING ADEQUATELY
SEWAGE DISPOSAL:
OXYGEN IN BASIN:
ADDRESSED?
I RVICES:
CLOSURE OF S NG WATERS:
CC: WaRO; Central Files; DCM Field Offices; ODE Washington office
'ar..4
RECOMMMED CONDITIONS OR PERMIT RESTRICTIONS:
1 -4w
4, .4
Z
/6 a o ??? ? s dv
.7
19,
u
,,t,. ? ? ? Ls-taa?x?
.C.O?--?- v •
e7
-61
-00
doy r
NOTICE OF FILING OF
r,.,.
APPLICATION FOR CAMA MAJOR DEVELO16i, T? ,
PERMIT AND WATER QUALITY CERTIFICAJII A#
The Department of Environment, Health and Natural. Resources hbreby gives Sublic notice
as required by N.C.G.S. 113A-119(b) and 143-215 3(a)(1)(c) thoger Scheel,
Jr. of Columbia, N.C. filed an amended application on 7 Augu•a? al Z -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, Mr. Scheel proposes to excavate a 4,500 sq. ft. boat
basin adjacent an existing canal. Bulkhead and stone riprap is proposed to reclaim
land lost to erosion. Existing highground and approximately 10,800 sq. ft. of adjacent
404 designated wetland is to be filled to increase elevation above the Normal Water
Level. A pier with `T-head as well as a dock is proposed. An existing wooded groin
will be repaired and two pile supported breakwaters are proposed offshore.
A copy of the entire mended application and additional information may be examined (or
copies furnished upon request and payment of reproduction costs) during normal business
hours of the Division of Coastal Management, 1424 Carolina Avenue, Washington, N.C.,
and/or the Division of Environmental Management, 1424 Carolina Avenue, Washington, N.C.
The Division of Environmental Management proposes to take final action on this water
quality certification on or before 26 September 1992. 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 Mr. Roger Schecter,
Director, Division of' Coastal Management, P.O. Box 27687, Raleigh, N.C. 27611 prior
to 18 September 1992 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 13 September 1992 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„ state and federal agencies. Notice of the permit decision in
this matter will be provided upon written request.
Please publish on 27 August 1992 in the Coastland Times
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME Charles Roger Scheel, Jr.
2. LOCATION OF PROJECT SITE Off SR 1213 at Edgewater Estates on the south side
of Albemarle Sound in Tyrrell County.
PHOTO INDX: 1989: 62-8; I-17, H-17 1984: 101-951; E-5, D-5, E-4
STATE PLANE COORDINATES : X: 2,809,600 Y: 820,175
SPCS Columbia West Quad (upper right
3. INVESTIGATION TYPE: DREDGE & FILL X r17 corner).
_ 4. INVESTIGATIVE PROCEDURE : (A) DATES OF SITE VISIT 1-13-92 7` 10-91
(B) WAS APPLICANT PRESENT Yes " -yes ; yes'
REVISED --?-??
5. PROCESSING PROCEDURE: APPLICATION RECEIVED,;WETLANDS ?' ,U gust 1992
OFFICE Washington"
6. SITE DESCRIPTION:
(A) LOCAL LAND USE PLAN Limited Transition (land) Conservation (water, 404 wetland)
LAND CLASSIFICATION FROM LUpProject is being reviewed by DCM Planning staff
for consistency.
(B) AEC(S) INVOLVED: OCEAN HAZARD ESTUARINE SHORELINE X
COASTAL WETLANDS PUBLIC TRUST WATERS X
ESTUARINE WATERS X OTHER
(C) WATER DEPENDENT: YES X NO
(D) INTENDED USE: PUBLIC PRIVATE X COMMERCIAL
(E) TYPE OF WASTE WATER TREATMENT: EXISTING None
PLANNED None
(F) TYPE OF STRUCTURES: EXISTING None
PEED Pier, dock, bulkhead and riprap, wooden breakwater
(G) ESTIMATED ANNUAL RATE OF EROSION 45' SOURCE applicant
7. HABITAT DESCRIPTION:
(A) VEGETATED WETLANDS
404 area
AREA
DREDGED FILLED OTHER
4,500 ft2
(B) NON-VEGETATED WETLANDS:
canal bottom, sound bottom 1,600 ft2
10,833.75 ft2
7,500 ft2
( C ) OTHER:
Highground 6,641 ft2 17,800 ft2
(D) TOTAL AREA DISTURBED: 48,874.75 ft2
(E) PRIMARY NURSERY AREA: YES NO X
(F) WATER CLASSIFICATION: SB OPEN: YES X NO
8. PROJECT SUMMARY: The applicant proposes to excavate a boat basin adjacent an existir
canal. Bulkhead and stone riprap is proposed to reclaims land lost to erosion. Existir
highground and adjacent 404 designated wetland is to be filled to increase elevation
above the NWL. A pier with T-head as well as a dock is proposed. An existing wooden
groin will be repaired and two pile supported breakwaters are proposed offshore.
1 At
Charles Roger Scheel, Jr.
Tyrrell County
Project Setting
The applicant's property is located in Tyrrell County off SR 1213 on the
south side of Albemarle Sound at Edgewater Estates north of Columbia, North
Carolina. The property is bordered on the east and west by developed and
bulkheaded lots. The lot to the west is separated from the applicant's lot by
a manmade canal. Both adjoining lots are vegetated with upland vegetation
including lawn grass, pines, mixed hardwoods and ornamental shrubs. The site
varies from 2' to 5' above mean sea level.
The northern portion of the property fronts Albemarle Sound and is a highly
eroded and unprotected shoreline. The eastern third of the property is
highground vegetated with upland grasses and pines. The western two thirds of
the property is designated as 404 wetland by the U.S. Army Corps of Engineers.
The 404 wetland area is vegetated with mixed hardwood including cypress (most of
which has been recently cut) and other various species of wetland vegetation.
The western edge of the property borders a manmade agricultural drainage ditch
and has a ±10' wide spoil bank with several openings into the 404 wetland area.
Albemarle Sound is classified as SB waters by the Environmental Management
Commission.
Project Description - Revised
The applicant proposes to excavate an approximately 50' by 150' boat basin
adjacent an existing manmade canal by excavating an old spoil bank and 404
designated wetlands. The boat basin will be bulkheaded and a 6' wide dock will
be placed adjacent the bulkhead. The remaining 10,833.75 ft' of 404 designated
wetland will be filled and sloped to a grade of ±4' above MSL. The adjacent
highground is to be graded behind a proposed retaining wall, constructed along
the highground interface line approved by the U.S. Army Corps of Engineers, at
±5' above MSL. An existing spoil pile approximately 35' by 93.75' will be
excavated to a ±4' elevation above MSL.
The project includes additional bulkhead and rock riprap for shoreline
stabilization and reclamation of land lost to erosion. The average distance
offshore for this section of bulkhead is proposed to be 80' but will still be
landward of the existing adjacent bulkheads. The section of this bulkhead
adjacent the sound, will be armored with rock riprap extending 8' waterward of
the bulkhead and tying into the existing wooden groin.
Other structural features proposed include: a ±35' long by 6' wide pier
with a 12' by 18' T-head, a 6' wide by 200' long dock adjacent the proposed boat
basin, and two 12' long wooden breakwaters ±60' offshore. The applicant proposes
to repair and/or replace an existing 135' long wooden groin of which ±80 will
function as a bulkhead. An additional ±75' of bulkhead is proposed along the
existing canal bank.

Charles Roger Scheel, Jr.
Tyrrell County
Anticipated Impacts - Revised
The project as proposed would result in the excavating of approximately
4,500 square feet of 404 designated wetland and 1,600 square feet of canal
bottom. The project would also result in the filling of approximately 10,833.75
square feet of 404 designated wetland and 7,500 square feet of sound bottom. The
project would result in localized turbidity associated with dredge and fill
activities as well as with construction activity.
David W. Moye - Washington Office - 12 August 1992
'Please type or print. Carefully describe all anticipated
development activities, including construction, excava-
tion, filling, paving, land clearing, and stormwater con-
trol. If the requested information is not relevant to your
project, write N/A (not applicable). Items 1-4 and 8-9
must be completed for all projects.
1 APPLICANT
a. Name ?C OR 7-1 C,S IR . -S --ti F S I
Address 7c ° 6X -.2-4,L
City Co 10 M Mr'PA- State Ill C
Zip 2.."7 'JJ 2- S Day phone 7 ? 4,/,5Y4
w"" Landowner or Authorized agent
b. Project name (if any)
-Tir + U wry.
c. If the applicant is not the landowner, also give the
owner'? s• ame and address.
??`?,? ?HobS S
7. 1L Z1 -
et5 U wt -,, t'A Z ?
2 LOCATION OF PROPOSED
PROJECT
a. Street address or secondary road number
OFF S.'?. 1,213
b. City, town, community, or landmark
??% G5 W ATE (z. ESTAtfS
c. County T R f 1-L
d. Is proposed work within city limits or planning
jurisdiction? 00
e. Name of body of water nearest project
A i?,.c r1t A P_ t s- s c U >J 0
3 DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
_?PEAKWAWPC- ?tS2 , b0Ck'S
If you plan to build a marina, also complete and
attach Form DCM-MP-2.
b. Is the proposed activity maintenance of an
existing project, new work, or both?
N£u) WOPK 12 xGfiPT • biR, fAA+NTftiNY`4 at= FKIi -r-
-$ u I CcAFA
c. Will the project be for community, private, or
commercial use?
4>P ,ATE -
d. Describe the planned use of the project.
li?,JLWoc-A-0 4 ;;?, PPA P SAC,dzr,- I1 0E Foci
5rA-&tA:p AT?oro A C9.Mr1: 7,,oorz- 3ns,ti,
4 LAND AND WATER
CHARACTERISTICS
a. Size of entire tract f o? s? Ae-#? £
?
b. Size of individual lot(s) S 4 "'
c. Elevation of tract above mean sea level or
National Geodetic Vertical Datum
9 _ G '
d. Soil type(s) and texture(s) of tract
SAu?J t nAsv%_ A ct A?
e. Vegetation on tract 6tf-4SS 4, ig f f s
f. Man-made features now on tract 0to" •
g. What is the CAMA Land Use Plan Classification of
the site? (Consult the local land use plan.)
Conservation ?Transitional
Developed Community
Rural Other
h. How is the traczoned by local government?
-
i. How are adjacent waters classified?
s t3
a. Describe all development activities you propose (for j. Has a professional archaeological survey been
example, building a home, motel, marina, bulkhead, came out for the tract? Q0 If so, by whom?
or pier).- WCAD Z?Pt?AP s No2Et iuf A
cl)(iAJAi4 75-Atr 3? nS11>0iCO tk?E
AlAmTWI,c6 of CAUCL_ t `XSlsnR -3?Lk?+F???CO??SrRwr
12/89

5 UPLAND DEVELOPMENT
Complete this section if the project includes any land
development.
a. Type and number of buildings, facilities, or
structures proposed 6002
b. Number of lots or parcels
c. Density (Give the number of residential units and the
units per acre.) 01 P,
d. Size of area to be graded or disturbed
178d'C, Sct rT
e. If the proposed project will disturb more than one
acre of land, the Division of Land Resources must
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins.
If applicable, has a sedimentation and erosion
control plan been submitted to the Division of Land
Resources? 13(A-
f. Give the percentage of the tract within 75 feet of
mean high water to be covered by impermeable
surfaces, such as vement, buildings, rooftops.
X,0 b
g. List the materials, such as marl, paver stone, asphalt,
or concrete, to be used for paved surfaces.
?q•
m. Water supply source C ou A TJ SUSTF r^
n. If the project is oceanfront development, describe
the steps that will be taken to maintain established
public beach access ays or provide new access.
h? A.
o. If the project is on the oceanfront, what will be the
elevation above Tean sea level of the first habitable
floor? ??
6 EXCAVATION AND FILL
INFORMATION:
a. Describe below the purpose of proposed excavation
or fill activities (excluding bulkheads, which are
covered in Section 7).
Length Width Depth
Access channel
(MLW) or (NWL)
Boat basin
h. If applicable, has a stormwater management plan Other (break- -p,E¢
been submitted to the Division of Environmental water, pier, 7,3QK u tg5
Management? 01A boat ramp,',,,-,,
i. Describe proposed sewage disposal and/or waste rock jetty) -- -
water treatment facilities. Fill placed in
01A wetland or below
MHW

no ? -2
lso so -?t
3 s ,t c,

20o Ltwims

Z b ! L o:•: r: •:: ;'tom 'r•::+x:•:

..i,'4}.: .x.5:4,.: •,.

Have these facilities received state or local approval? Upland fill
?' areas
k. Describe existing treatment facilities.
&o,-
1. Describe location and type of discharges to waters of
the state (for example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down"). soyp,>E?_ _ZKO M ore
b. Amount of material to be excavated from below
water level in cubic yards C? y 4c
c. Type of material SnNr, ?? ?? ?.. F 1
d. Does the area to be excavated include marshland,
swamps, or other wetlands?
?lc? ???? 'rSS1?Ni1T?p W4T ?+QUDS
e. High ground excavation, in cubic yards
Nql)s
12/89
2 ? •
f. Dimensions of spoil disposal area c.
/ 7y7'?O ?.[9 f 1
g. Location of spoil disposal area ft EL To 3 ?
P 9LIALM"
h. Do you claim title to the disposal area? .?t5
If not, attach a letter granting permission from the
owner.
i. Will a disposal area be available for future
maintenance? 1hr5
If so, where? 6 s
j. Does the disposal area include any marshland,
swamps; or water areas?
i 5
k.
1.
m
n.
o.
Shoreline erosion during preceding 12 months, in
feet 4,5 Pus F:F:--y'
l?oc T<,PT?
Type of bulkhead materials wool>
d.
e. Amount of fill, in cubic yards, to be placed below
mean high water 5 "72.3 G y Ds
f. Type of fill material SRQb 'R?PSo1L 13.?rtlNo
?3_rw BoLV_0r-R?
8 ADDITIONAL INFORMATION
In addition to the completed application form, the follow-
ing items must be submitted:
Will the fill material be placed below mean high A copy of the deed (with state application only) or other
water? 4 FS instrument under which the applicant claims title to the
affected property. If the applicant is not claiming to be
Amount of fill in cubic yards 1-555 ?+??
moss Nom =_k3CLqo? _?the owner of said property, then forward a copy of the
.?? :?kA'?' ,Type of fill material ElMIk-V IFD SA149 *?-TS-01 t, deed or other instrument under which the owner claims
title, plus written permission from the owner to carry out
Source of fill material2XCAQATloNS 0),3 s%Tr-
QFIAJp Sot,2eF
Will fill material be placed on marsh or other
S
wetlands? LAS
p. Dimensions of the wetland to be filled
10}, & 3 .75 scs? Fr
q. How will excavated or fill material be kept on site
and erosion controlled?
SILE F-Ir-AXE
r. What type of construction equipment will be used
(for example, drag_ine, backhoe, or hydraulic
dredge)? 7 z IM C, t,-iK 17o y e Ac 1 r 1? dog
s. Will wetlands be crossed in transporting equipment'
to project site? If yes, explain steps that will
be taken to lessen environmental impacts.
c 5 O 4r-' to A-Tt-s
7 SHORELINE STABILIZATION
a. Length of bulkhead or ripr p E,QK-P 3,75
N`cW i3Lk?D Smo r-r - ?Ik++? tZ?Pa?? 8?r 37s FT
b. Average distance waterward of mean nigh water or
normal water level '90' 4-D37,a-.N-r 1-o- -5ocbvo
D/ cnM`,, 3AMr-
the project.
An accurate work plat (including plan view and cross
sectional drawings) drawn to scale in black ink on an 8
1/2 x 11 white paper. (Refer to Coastal Resources
Commission Rule 7J.0203 for a detailed description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if 18 high
quality copies are provided by applicant. (Contact the
U.S. Army Corps of Engineers regarding that agency's
use of larger drawings.) A site or location map is a part
of plat requirements and it must be sufficiently detailed
to guide agency personnel unfamiliar with the area to the
site. Include county road (SR) numbers, landmarks, and
the like.
A stormwater management plan, if applicable, that
may have been developed in consultation with the
Division of Environmental Management.
A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners. These
individuals have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management and should be advised by the applicant of
that opportunity.
12/89
Name 4 to ALC- Ao r-
Address PO 3x Z T:5>
GP-_c_w5_ir " C Z7gae
Name T T Sa1511?9
Address ?o i3x 30 3
ceSSws?11 "C 2792-8
Name
Address
A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
A check for $100 made payable to the Department of
Environment, Health & Natural Resources to cover the
costs of processing the application.
A signed AEC hazard notice for projects in oceanfront
and inlet areas.
A statement on the use of public funds. If the project
involves the expenditure of public funds, attach a state-
ment documenting compliance with the North Carolina
Environmental Policy Act (N.C.G.S. 113A-1 to 10).
9 CERTIFICATION AND PERMISSION
TO ENTER ON LAND
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 ap-
proved Coastal Management Program and will be con-
ducted in a manner consistent with such program.
I further 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
project.
This is the 6 day of ?v5 i , 19q?l.
Landowner or Authorized,dgent
4 12/89
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DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
IN REPLY REFER TO November 3, 1992
Regulatory Branch
Action ID. 199201108 and State Permit No. 115-92
Mr. Charles Roger Scheel, Jr.
Post Office Box 266
Columbia, North Carolina 27925
Dear Mr. Scheel:
Reference your application for a Department of the Army permit to excavate
a basin, construct and backfill a bulkhead, place riprap material, construct a
pier, dock and two wooden breakwater structures and repair a wooden jetty on
Albemarle Sound, Edgewater Estates, Tyrrell County, North Carolina.
Your proposal has been reviewed and found to be consistent with the
provisions and objectives of general permit No. CESAW-C080-N-000-0291.
Therefore, you may commence construction activity in strict accordance with
applicable State authorization and the enclosed plan. Failure to comply with
the State authorization or conditions of the general permit could result in
civil and/or administrative penalties.
If any change in your work is required because of unforeseen or altered
conditions or for any other reason, plans revised to show the change must be
sent promptly to this office and the North Carolina Division of Coastal
Management prior to performing any such change or alteration.. Such action is
necessary as revised plans must be reviewed and the authorization modified.
Questions or comments may be addressed to Mr. Gary Mitchell, Washington
Field Office, Regulatory Branch, telephone [phone].
Sincerely,
G.'Wayne Wright
Chief, Regulatory Branch
Enclosure

-2-
Copies Furnished with enclosure:
Director, Atlantic Marine Center
National Ocean Service
ATTN: MOA 232X1
439 West York Street
Norfolk, Virginia 23510-1114
Mr. John Dorney
Wate Quality Section
Division of Environmental
anagement
rth Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
U.S. Environmental Protection
Agency - Region IV
Wetlands Regulatory Unit
345 Courtland Street, N.E.
Atlanta, Georgia 30365
Mr. John Parker
Division of Coastal Management
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Ms. L. K. (Mike) Gantt
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Mr. Larry Hardy
National Marine Fisheries Service
Pivers Island
Beaufort, North Carolina 28516
Mr. David Griffin, District Manager
N.C. Division of Coastal Management
1367 U.S. Highway 17 South
Elizabeth City, North Carolina 27909
sNerr I or ¢

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State of North Carolina
Department of Environment, Health, and Natural Resources
Divisi of Coastal Management
1424 Carolinaashinjgton, North Carolina 27889
James G. Martin, Govemor
William W. Cobey, Jr., Secretary
..
7.
ugu ?'L'CI 9 92
.ngMD.c -
Roger N. Schecter
Director

COASTALAND TIMES
Post Office Box 428
Manteo, North Carolina 27954
Attention: Advertising Department
Please include the enclosed Notice of Filing in the Public Notice section of the
27 August 1992 edition of your newspaper. If it will not be possible to include this
notice in that edition, or if you should have any questions about this notice, please
call me as soon as possible at 946-6481.
The State Office of Budget and Management requires an original Affidavit of
Publication prior to payment for newspaper advertising. Please send the affidavit, an
original copy of the published notice, and an original invoice to Dedra Blackwell,
Division of Coastal Management, P.O. Box 27687, Raleigh, North Carolina 27611-7687.
Thank you.
Sincerely,
Portia Peaden
i
cc: Dedra Blackwell
John Parker
Box 1507 • Washington, North Carolina 27889 • Telephone [phone]
An Equal Opportunity Affirmative Action Employer

NOTICE OF FILING OF
APPLICATION FOR CAMA MAJOR DEVELOPMENT
PERMIT AND WATER QUALITY CERTIFICATION
The Department of Environment, Health and Natural Resources hereby gives public notice
as required by N.C.G.S. 113A-119(b) and 143-215 3(a)(1)(c) that Charles Roger Scheel,
Jr. of Columbia, N.C. filed an amended application on 7 August 1992 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, Mr. Scheel proposes to excavate a 4,500 sq. ft. boat
basin adjacent an existing canal. Bulkhead and stone riprap is proposed to reclaim
land lost to erosion. Existing highground and approximately 10,800 sq. ft. of adjacent
404 designated wetland is to be filled to increase elevation above the Normal Water
Level. A pier with T-head as well as a dock is proposed. An existing wooden groin
will be repaired and two pile supported breakwaters are proposed offshore.
A copy of the entire amended application and additional information may be examined (or
copies furnished upon request and payment of reproduction costs) during normal business
hours of the Division of Coastal Management, 1424 Carolina Avenue, Washington, N.C.,
and/or the Division of Environmental Management, 1424 Carolina Avenue, Washington, N.C.
The Division of Environmental Management proposes to take final action on this water
quality certification on or before 26 September 1992. 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 Mr. Roger Schecter,
Director, Division of Coastal Management, P.O. Box 27687, Raleigh, N.C. 27611 prior
to 18 September 1992 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 13 September 1992 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, state and federal agencies. Notice of the permit decision in
this matter will be provided upon written request.
Please publish on 27 August 1992 in the Coastland Times