19850054 Ver 1_COMPLETE FILE_19850101

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
April 11, 1986
IN REPLY REFER TO
Regulatory Branch
SUBJECT: File No. SAWC085-N-069-0316
Mr. L. L. Wise
Route 1, Post Office Box 25
Camp Jo Jane
Oriental, North Carolina 28571
Dear Mr. Wise:
Reference your application for a Department of the Army permit
to excavate an earthen dam and maintain a canal and channel to
connect a pond to Tarklin Creek, Camp Jo Jane, Pamlico County,
North Carolina.
Your proposal has been reviewed and found to be consistent
with the provisions and objectives of general permit No. SAWCO80-
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 a violation of
Federal law.
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. Ernest Jahnke,
telephone [phone].
Sincerely,
Charles W. Hollis
Chief, Regulatory Branch
Enclosure
-2-
Copies Furnished (with enclosure):
Director, Atlantic Marine Center
National Ocean Survey, NOAA
ATTN: CAM04, 439 W. York Street
Norfolk, Virginia 23510
Mr. John Parker
Division of Coastal Management
North Carolina Department of
Natural Resources and
Community Development
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Mr. Charles Jones
Morehead City Regional Office
North Carolina Division of
Coastal Management
Post Office Box 769
Morehead City, North Carolina 28557
Mr. William Mills
Water Quality Section
Division of Environmental
? Management
North Carolina Department of
Natural Resources and
Community Development
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Mr. William L. Kruczynski, Chief
Wetlands Section
Marine and Estuarine Branch
U.S. Environmental Protection Agency
345 Courtland Street
Atlanta, Georgia 30365
Ms. L. K. (Mike) Gantt
U.S. Fish and Wildlife Service
Post Office Box 25039
Raleigh, North Carolina 27611-5039
Mr. Nelson Paul
Morehead City Regional Office
North Carolina Division
of Coastal Management
Post Office Box 769
Morehead City, North Carolina 28557
Mr. Randy Cheek
National Marine Fisheries, NOAA
Environmental Assessment Branch
Pivers Island
Beaufort, North Carolina 28516
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9 sue, S/ TE
TARKILN CREEK
VICINITY MAP
SCALE I /NCH = I MILE ??soy CR
35° 00'
wR15 RIg,
SrREEr W
VVI5 p0? -3.5 -3.0
vV `E *8-4 ?QO ?, ?? OQ?kb -2.5 Z .3. 0
POND I (A X x J
tc) 6.1 1 -6
m t1.4 _
'94
9
7,5 t76 7A
? TIN tg•D ?gE ? ?
W?5
STREET
I SITE PLAN OF
Existing POND and CHANNEL
SCALE I INCH s ZOO FEEr
ELEVATIONS ARE SHOWN /N FEET
ABOVE(*) AND BELOW(-) SEA
LEVEL BASED ON A HYDR04061C
SURVEY USING u. S. COAST AND
GEODETIC DATA FOR BASIS.
BY A. HUGH HARRIS, ?R. V/C/N/TY MAP and SITE PLAN
Professional Engineer - RL S
ORIENTAL, N. C. L. L . II I J
SHEET /of 2
?UL Y 14, 1985 TOWNSHIP 5, PAML /CO COUNTY, N. C.
48
`SWALE - 8' f --+-?-- 6' SWALE
-48.0' f B. O' ---
?? - Ec rioN c-^
N 8
.5 Pond Level E
4'
Sea Leve/
NOTE- Increase slope - - - - _ = 0.0
in this Sec//on as excess depth
fill /s generated. /LL -3.0'
Existing Bottom- - 6.0'
SCALE /"_ /0'
B ' --?
0
/. 5
5 4' -
6, SWALE-
-t 8.0' +8.0, SEC r/ON B-B°te
_ Pond Level _ + / 4'
Sea Leve '- _ - -"
0.0'
3' depth
-- - 3.0'
FILL
• -- - - 6.0'
Ex/sting Bo/tom
SCALE /": /0'

57'
SWALE
8' , -1 ___F -?
6
+ 8.0' -
+ T o' SECT/ON A-,
d
-Pond Love/
Sea Level- - - - - - - - - - f /• 4'
0,0,
3
Rofore rein oval of Dam=
Remove all water from pond.
Plow earth from bank to bottom
(;rude and Compact bottom
Frovide diversion Swale to paved Spillway
Provide Orodient on bottom to Crook
Establish vegetative cover on slopos
BY .A. HUGH HARRIS, ?R
Professional Engineer- RL S
OR/ENTAL, N. C.
SHEE T 2 of 2
JUL Y / 4, 1985
depth
F14
6
- . 0'
Existing Bottom
SCALE /".x /O'
POND DETAILS and FILL SPECIFICATIONS for
L. L. W/ SE
TOWNSHIP 5, PAMLICO COUNTY, N. a
Pwflass Permit Number
New STATE OF NORTH CAROLINA 16-86
Department of Natural JkoM Community Development

E2
. Excavatio
to NCGS 113-229
Issued toL. L. Wise, Route 1, P. 0. Box 25, Oriental. NC 28571
authorizing development in Pamlico County at Tarkl i n Creek (canal off of at
Camp Jo Jane) as requested in the permittee's application dated' rec. 7/29/85 including
attached plats, sheets 1 L& 2 of ,2 dated 7/14/85.
This permit, issued on/, 3 0 ` 1 D , is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may subject
permittee to a fine, imprisonment or civil action; or may cause the permit to be null and void.
(1) Prior to the removal of the plug in the canal, fill material will be placed
in the area of the canal landward of the plug to raise the elevation of
of the bottom of the canal to that of surrounding waters, a depth of approxi-
mately 3 feet, mean sea level (MSL). This fill material, obtained from
an upland source, w 11 be clean, free of waste metal products, organic materials,
petroleum products-1 and debris. A minimum time period of 24 hours will
be allowed to elapse, between the completion of .the placement of thisfill
material and the excavation of the plug.
(2) Vegetation will be established and maintained on the side slopes of the
canal.
(3) In order to protect juvenile biological species, no excavation or filling
will be permitted between the dates of April 1 and September 30 of any year
without the prior approval of the N. C. Division of Coastal Management.
(4) All excavated materials will be placed and retained landward of the, normal
water elevation contour and any regularly: or irregularly flooded marshlands.
This permit action may be appealed by the permittee
or other qualified persons within twenty (20) days of the
issuing date. An appeal requires resolution prior to work
initiation or continuance, as the case may be.
This permit must be accessible on-site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification
not covered hereunder requires further Departmental
approval.
All work must cease when the permit expires on
December 31, 1989
In issuing this permit, the State of North Carolina
agrees that your project is consistent with the_ North
Carolina Coastal Management Program.
Signed by the authority of the Secretary of DNRCD and
the Chairman of the Coastal Resources Commission.
David W. Owens, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee
R,.
APPLICATION f
Y1r
FOR L
PERMIT TO EXCAVATE AND/OR FILL WATER QUALITY CERTIFICA.
EASEMENT IN LANDS COVERED BY WATER LAMA PERMIT FOR MAJOR DEVELOPMENT
Department of Administration State of North Carolina Department of the Army
(65146-12) Department of Natural Resources and Community Development Corps of Engineers, Wilmington District
(GS 113.229, 143.215.3(x)(1), 143-215.3(c), 113A-118 (33 CFR 209.320-329)
Please type or print and fill in all blanks. If information is not applicable, so indicate by placing N/A in blank.
1. Applicant Information Wi se, Lo L o
A. Name
Last First Middle
B. Address Camp Jo Jane
Street, P. O. Box or Route
Oriental Nortb. Carolina 28571 [phone]
City or Town State Zip Code Phone
II. Location of ProQosedProject:
A. County to 19i co
0. 1. City, town, community or landmark Camp Jo Jane
2. Is proposed work within city limits? Yes No
C. Creek, river, sound or bay upon which project is located or nearest named body of water to project
Tarkiln Creek
III. Description of Project To connect existing pond to existing channel by rlemoval, of
A. 1. Maintenance of existing project 2. New work deem
8. Purpose of excavation or fill
1. Access channel length width depth
2. Boat basin length 5width 50 depth 3
3. Fill area length width depth
4. Other length width depth
C. 1. Bulkhead length none Average distance waterward of MHW (shoreline)
2. Type of bulkhead construction (material)
D. Excavated material ("total for project)
1. Cubic yards
2. Type of material
E. Fill material to be placed below MHW (see also VI. A)
1. Cubic yards 1105 2. Type of material Soil from adjoining bank
IV. Land Type, Disposal Area, and Construction Equipment:
A. Does the area to be excavated include any marshland, swamps or other wetland? Yes No X
B. Does the disposal area include any marshland, swamps or other wetland? Yes-No X
C. Disposal Area NIA
1. Location
2. Do you claim title to disposal: area!
D. Fill material SOUr(C if fill is to be trucked in N/A
E. How, will excavated material be entrapped and erosion controlled? On O .om of pori an compacted
F. Type of equipment to he used Bulldozer Motor Grader
G. Will marshland be crossed in transporting equipment to project site? If yes, explain No
D&F-B1
Rev. 10/78
Am
V. Ine9ended Use of Project Area (Desa be)
A. 1. Private For. adjoining lot owners
'fir 2. Commercial
1 3. Housing Development or Industrial
4. Other
B. 1. Lot size(s) About one half aerie:
2. Elevation of lot(s) above mean high water feet
3. Soil type and texture Sandy loath and clay
4. Type of building facilities or structures none
S. Sewage disposal and/or waste water treatment A. Existirl _ep 1 c Planned
0. Describe
6. Land Classification (circle one) DEVELOPED TRANSITIONAL COMMUNITY RURAL
CONSERVATION OTHER (See CAMA Local Land Use Plan Synopsis)
VI. Pertaining to Fill and Water Quality:
A. Does the proposed project involve the placement of fill materials below mean high water? YesX No
B. 1. Will any runoff or discharge enter adjacen waters as a result of project activity or planned use of the
area following project comniptlon? Yes_No
2. Type of discharge Rain and soil water
3. Location of discharge Paved spillways
None
Vii. Present rate of shoreline erosion (if known):
VIII. List permit numbers and issue dates of previous Department of Army Corps of Engineers or State permits for
. work in project area, if applicable: None
IX. Length of time required to complete project: Fnrnr pnthc
X. In addition to the completed application form, the following items must be provided:
A. Attach a copy of the deed (with State application only) or other instrument under which applicant
claims title to the affected property. OR if 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 ownt? r to carry out the project on his land.
B. Attach an accurate work plat drawn to scale on $;i X 11" white paper (see instruction booklet for
details). Note: Original drawings preferred - only high quality copies accepted.
C. A copy of the application and plat must be served upon adjacent riparian landowners by registered or
certified mail or by publication (G.S. 113-229 (d))Enter date served
D. List names and complete addresses of the riparian landowners with property adjoining applicant's.
Such owners have a dTinrl Ec Ct t a ubmjlammmeJat() gene s Ii ?rle@ntal N. L.
11 p a
wttttalu s s 8r±enttt±J N. •
I
p
XI. Certification requirement: 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.
XII. Any permit issued pursuant to this application will allow only the development described in this appli-
cati6n and plat. Appliicants should therefore describe in the application and plat all anticipated devel-
opment activities, including construction, excavation, filling, and land clearing.
DATE tl-__? L l/- -t ?1--
Applicant's Signature
D&F-B2 SEE REVERSE SIDE FOR MAILING INSTRUCTIONS
Rev. 10/78

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s
TARK1 L N CREEK
VICINITY MAP
SCALE I INCH =I MILE co
35° 00R/3 N ..N E?S? R?VgR
STREET w
W) 00 "o 5 -3.5 -3.0
WISE tg.4 I p?? I # 0 '.Op -3.0
POND A X x
t C pER
u 1?NN?? te.o ?gE ? a
WISE
SrREEr
ELEVATIONS ARE SHOWN IN FEET
ABOVE J*) AND BELOW(-) SEA
LEVEL BASED ON A HYDROLOGIC
SURVEY USING U. S. COA$T AND
SITE PLAN OF GEODETIC DATA FOR BASIS.
Existing POND and CHANNEL
SCALE / INCH = POO FEET
BY A. HUGH HARRIS, JR. VICIN/ TY MAP and SITE PLAN
?+ C'
Professional Engineer - RL S L. L. W1 JG
ORIENTALf N. C.
SHEET 102
JUL Y 14, 1985 TOWNSHIP 5, PAML I CO COUNTY, v. C.

48'
,SWALE B' SWALE -
-f 8.0' + 8.0' ----
-' \ J
Ire% - o,, SECT/ON C-C ate
O °re ?}6C
Pond _L eve/
1.5 - - - - -- + /. 4'
Sea LIYI/ _ O.O `
NOTE- Increase slope - - '- 3` depth
in this Section as excess -- -3.0'
fill is generated. ILL
Existing Bottom, ? -- -6.0,
a' -- ?
A_54
u
SCALE I10'
54'
6 SWALE
f 8.0' f B.0'
SECTION B-B 1.0
Pond Level---I- + /. 4'
-3`eo Lsve/ ?y 0.0'
- 3' depm s - - -
-5.0'
FILL
Existing Bottom
SCALE. / "= /O'
57
8' - ---- - ?_. 6' SWALE_
+ 8.0'
o' SECTION A-A;
-ale
m I Pond Level / ?- _ - - _ - - - - _- + 1.4'
O - - - - $eo Level
1.5 - 5, depth
F/L
Existing Bottom SCALE /"-r /O'
Pefore removal of Dom:
Remove o// water from pond.
Plow earth from bunk tobottom
.rode and Compact bottom
Provide diversion Swale to paved Spillway
Provide Gradient on bottom to Creole
£stoblish vegelvtive cover on slope$
OY A. HUGH HARRIS, ?R
Professional: Engineer RL S
ORIENTAL, N. C.
SHEE T 2 of 2
JULY l4, 1985
OIL=
POND DETAILS and FILL SPECIFICATIONS for
L. L. W/ SE
TOWNSHIP 5, PAMLICO COUNTY N. C.
DIVISION OF ENVIRONMENTAL MANAGEMENT
Water Quality Section
December 5, 1985
M E M O R A N D U M
TO: John Parker
FROM: Dennis Ramsey,
SUBJECT: Application for CAMA Permit
L.L. Wise
Pamlico County
The Subject application has been reviewed for water quality impacts
and the following comments are offered:
1. The project currently proposed is the same project that was
denied in the Spring of 1982. The net result of the project,
if 'permitted, would be a dead-end canal approximately 800 feet
long.
2. It is expected that violations of dissolved oxygen water
quality standards would occur in the canal system due to
stagnation of water resulting from poor flushing
characteristics and seasonal influx of fresh water runoff.
Such violations are very possibly occurring in the existing
dead-end canal. To allow the extension of the existing
dead-end canal by removing the plug would increase the
potential for stagnant water conditions, standard violations,
and fish kills.
3. Another factor that influences poor water quality in dead-end
canal systems is non-point source pollution in the form of
septic tank leachate. This problem is usually associated with
developed canal systems and is somewhat dependent on the
density of development, ability of the soils to absorb septic
tank effluent, seasonal high water tables and setback
distances of septic system from the canals. The current
development is relatively low density and provides for
reasonable setbacks from the canal system. The site is
comprised of primarily clay soils which have low permeability
characteristics. The seasonal high water table is within 2
ft. of the surface. The site conditions do not appear to be
very favorable for septic tank systems and; therefore, the
potential for non-point source pollution does exist.

-2-
4. This proposed project will not require a 401 water quality
certification.
As outlined above, water quality standard violations are expected.
Therefore, the Water Quality Section objects to this project.
DRR/BM:dkb
cc: Jim Mulligan
Bill Mills
/;
A*. ?..?
w..
E DII/VISSION OF ENVIRONMENTAL MANAGEMENT
R E C E I 1 Y E D November 7, 1985
MRMnD AATnTTM NOV .151985
To: Bill Mills WATER QUALM SECTION
OPERATIONS BRANCH
Permits and Engineering
THROUG Jim Mulligan, Regional Supervisor
Washington Regional Office
FROM: William J. Moore, Environmental Engineering Tech W
Water Quality Section
Washington Regional Office
SUBJECT: DF/CAMA Application
L. L. Wise
Pamlico County
Project Location
Near the terminus of SR 1350 E. of Arapahoe and adjacent to Tarkiln Creek (SC)
Project History
(1) Applicant submitted DF/CAMA application 3-5-79 for 300 ft. extension of
existing 240' x 40' canal
- completed project would result in dead-end canal approximately 540 ft. long
by 40 ft. wide by 4 ft. deep
No 401 required; no objection by DEM - 4/6/79 memo.
(2) Applicant submitted DF/CAMA application 10/26/81, for connecting 280 ft.
borrow pit to existing 540 ft. x 40' canal
- completed project would result in dead-end canal approximately 820 ft. long
- No 401 required; DEM objected based on water quality concerns; 2/5/82 memo
(3) Applicant requested modification by letter - 4/15/82
modification included (1) fill borrow canal to depth of 3 feet ,. (2) place
septic tanks >100' from canal, (3) seed banks of canal
- DEM objections and concerns of 2/5/82, remained; project denied
Current Project Proposal
Mr. Wise is now proposing the same project which was denied in the spring
of 1982. The proposed involves:
(1) Fill the borrow canal to obtain a depth of 3 ft.
(2) Remove a 20 ft. earthern plug
(3) Connect the existing borrow canal approximately 300 ft. long by 40 ft. wide
by 3 ft. deep to an existing dead-end canal approximately 500 ft. long by
40 ft. wide by 2.5-4 ft. deep.
s ' .4
.4W Bill Mills
11-7-85
Page 2
Comments and Recommendations
The existing f 500 ft. dead-end canal is connected to Tarkiln Creek just a
few hundred yards upstream of the mouth of Tarkiln Creek. Tarkiln Creek is
classified SC waters and although not designated, serves as a primary nursery
area, as communicated by Dennis Spizbergen, DMF, Morehead. The waters in
Dawson Creek near the mouth of Tarkiln Creek are classified SA. The proposed
project wduld--i:nvoive-extending the dead-end canal to an overall length of
approximately 800 feet. EPA studies document the ac -that long-dead-e-nd_____-
canals tend to create stagnant water conditions as a result of poor flushing
and seasonal influx of fresh water runoff. The poor flushing action in the
canal system causes D.O. and salinity stratification, which in turn violates
the dissolved oxygen standards and in some instances kills fish. The poor
flushing of dead-end canal systems, coupled with D.O. standard violations
and fish kills, has been observed on several occasions in recent months in
the Washington Region. It is very possible that the above circumstances could
occur in the existing dead-end canal. To allow the extension of the existing
dead-end canal would increase the potential for,stagnant water conditions,
standard violations and fish kills.
Another factor that influences poor water quality in dead-end canal systems is
non-point source pollution in the form of septic tank leachate. This problem
is usually associated with developed canal systems and is somewhat dependent on
the density of development, ability of the soils to absorb septic tank effluent,
seasonal high water tables and setback distances of septic system from the canals.
The current development is.relatively low density and provides for reasonable
setbacks from the canal system. The site is comprised of primarily clay soils
which have low permeability characteristics. The seasonal high water table is
within 2 ft. of the surface. The site conditions do not appear to be very
favorable for septic tank systems and; therefore, the potential for non-point
source pollution does exist.
In summary, our primary concerns regarding the extension of the canal system
are the increased potential for water quality standard violations and fish kills.
It is recommended that DEN object to the proposed project.
WJM/ekw
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DIVISION OF ENVIRONMENTAL MANAGEMENT
9- Y -S-5-
MEMORANDUM
TO: Bill Mills
Permits and Engineering
THROUGH: Jim Mulligan, Regional Supervisor a y/2-7/?O
Washington Regional Office
FROM: William J. Moore, Environmental Engineering Tech rri_" G
Water Quality Section
____
- Washington--Region-a-1---Of-f-ice- ------- -
SUBJECT: Regional Office Review and Recommendations MATER QUt;(_iTY SECTION
L L 64 se.. OPERATiOi '? _fRANCH
? ??y, ? Go ?O vn I??
A preliminary review of the proposed project indicates that:
?A 401 Water Quality Certification will'not be required.
A 401 Water Quality Certification will be required, and will
require public notice advertisement.
A 401 Water Quality Certification will be required, but should
meet the conditions of the General Certification for
and therefore will not require public notice.
Final review and recommendations
A 401 Water Quality Certification will not be required, this office
has no objections to the proposed project.
It is recommended that a 401 Water Quality Certification be issued
containing a turbidity limit of 25 : 50 NTU. This office has no
objections to the proposed project.
The proposed project appears to meet the conditions of the General
Certification for:
This office has no objections to the proposed project.
Additional Comments:
f"P" Cd r` n Vo / ? e S cv-» 1% a e-7L ?, o -F S b e Ff- X ? Fr" x -7, S" FT
1 eX S?t' ^7 G0. ACk.1 'b S 0 r 4'0.ce L Jal a w,S M-e
ear eK 1 ?q J fo7?a.l ?ar?a( 1 QKc? ??i wo..lei ?LAe.h be•.,
Gwrok, /06.o FT
TaYk(ih Cv.__e k ?SC? ??"??v any t>-Aw5o-' C?-?ekC5?4? neoti,
cc:
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PA.
OFFICE OF COASTAL MANAGEMENT P a z. .3n U U 3.6
i FIELD INVESTIGATION REPORT l o n g. 7 6 4 5 4 5
1. ,Applicant's name L . L . Wise
2'. Location of project site Off SR 1340, canal off Tarkl i n Creek, Pamlico County
no photo ref.
3. Investigation type: Dredge & Fill CAMA X
4. Investigative procedure: (A) Dates of site visit 4-10-85
(B) Was applicant present no
5. Processing procedure: Application received 8-30-85 Office Morhea City
6. Site description: (A) Local Land Use Plan Paml i Co
Land classification from LUP Rural
-- Deve?pment --constraints-iaeritife?ic---in-LUP -------------
none identified
(B) AEC(s) involved: Ocean Hazard Estuarine shoreline
Coastal wetlands Public trust waters X
Estuarine waters Other
(C) Water dependent: Yes No X Other
(D) Intended use: Public X Private X Commercial
(E) Type of waste water treatment: Existing se
p t 1 C tan k
Planned septic tank
(E) Type of structures: Existing. mobile homes/ frame residences
Planned same
(G) Estimated annual rate of erosion N/A Source N/A
7. Habitat description: AREA
(A) Vegetated wetlands: Dredged Filled Other
(B) Non-vegetated wetlands:
(C) Other:
Earthen plug 800 sn_ft
canal fill. & bank grading 78,400 s4-.ft
(D) Total area disturbed: 79,20() a _ f t _
8. Project summary Applicant proposes toopen an existing borrow pond to
T a r k 1 i n
Creek off SR 1340 in Pamlico County

9.' Narrative Description
The applicant's property is currently a residential subdivision un-
der development which is located adjacent to Tarklin Creek off SR
1340 in Pamlico County. The property segment subject to this permit
request involves an existing borrow canal about 560' long by 40'
wide with depths ranging between -5' to -7..5' NWL. The surround-
ing property is +6 - 8' in elevation and subdivided into lots ap-
proximately 1/2 acre in size. Three of the lots surrounding this
borrow canal have been built upon with residential structures.
The borrow canal is separated from the head of another man-made canal
by an earthen plug. The canal adjacent to the borrow canal is about
500' long by 40' wide by 2,5' to 4' deep. This canal connects to
Tarklin Creek, Tarklin Creek is designated as inland waters by the
N. C. Marine Fisheries and the WLRC and the water classification of
Tarklin Creek is SC as designated by DEM.
The applicant is proposing to fill the 'existing borrow canal to match
the water depths in the adjacent canal. This will be accomplished
by sloping the sides of this basin with a bulldozer to obtain the
necessary fill material and to also provide a suitable slope for
establishing grass. This work is to be done in the pond after it is
pumped dry. Once the work is completed, vegetation is proposed to
be established and then water introduced into this basin gradually
by removing the top half of the earthen plug by a drag line. The tur-
bidity in the basin will be allowed to subside before completely re-
moving the plug to the proposed grade. The finished water depth of
the borrow canal is expected to be 3' NWL and this is'expected to
complement the depths of the adjacent waters.
At the head of the basin is a proposed boat ramp which is intended to
extend water access to additional subdivided lots.
10. Anticipated impacts
Conducting the project as proposed will result in the.extension of
this man-made system an additional 560' into the high ground. The
total man-made system will be approximately 860' long once this is
done and about 40' wide. About 1.8 acres will be disrupted by the
process of filling the canal to the proper depth and sloping the banks.
Water quality problems have long been associated with dead end canal
systems due to poor circulation patterns.
r
'Submitted
by Nelson G. Paul ' Date'**Sept, 10, 1985
APPLICATION 1, r?
_,.. - FOR P , U f+, •,.- 1 ` Ii
PERMIT TO EXCAVATE AND/OR FILL WATER QUALITY CERTIFICAT
EASEMENT IN LANDS COVERED BY WATER LAMA PERMIT FOR MAJOR DEVELOPMENT' ~ - - -
Department of Administration State of North Carolina Department of the Army
(GS 14612) Department of Natural Resources and Community Development Corps of Engineers, WllmingWn Oistriet
.(GS 113-229,143-215.3(a)(1), 143-215.3(c), 113A-118 (33 CFR 209.320.329)
Please type or print and fill in all blanks. If information is not applicable, so indicate by placing N/A in blank.
1. Applicant Information
- -- --- _ -- --------------- -------wise,--------L ? _ _ _------ L-?-- --
A-Name
• Camp Jo Jane First Middle 't
B. Address
Street, P. O. Box or Route
Oriental North. Carolina 28571 [phone]
City or Town State Zip Code Phone
11. Location of Proposed Project:
A. County Val-alico
Camp JO Jane
B. 1. City, town, community or landmark. X
2. Is proposed work within city limits? Yes No
C. Creek, river, sound or bay upon which project is located or nearest named body of water to project
Tarkiln Creek
Ill. Description of Project To connect existing pond to existing channel by removal of
A. 1. Maintenance of existing project 2. New work
B. Purpose of excavation or fill
1. Access channel length width depth
2. Boat basin length50Q ` width 50 depth 3
3. Fill area length width depth
4. Other length-width depth
C. 1. Bulkhead length none Average distance waterward of MHW (shoreline)
2. Type of bulkhead construction (material)
D. Excavated material (total for project)
1. Cubic yards 2. Type of material
E. Fill material to be placed below MHW (see also VI. A)
1. Cubic yards 1105 2. Type of material Soil from. adjoining bank
IV. Land Type, Disposal Area, and Construction Equipment:
A. Does the area to be excavated include any marshland, swamps or other wetland? Yes No X _
B. Does the disposal area include any marshland, swamps or other wetland? Yes No X
C. Disposal Area N/A
1. Location
2. Do you claim title to disposal area!
D. Fill material source if fill is to be trucked in N/A
E. How will excavated material be entrapped and erosion controlled? un DOT, LOM 01 pond and COmpaC (;e
F. Type of equipment to be used Bulldozer Motor Grader
G, Will marshland be crossed in transporting equipment to project site? If yes, explain No
i
o.
A I
D&F•01
Rev, 10/78
V.,I?Meaded Un of Protest Area (Descrfbe)
A. 1. Private For. adjoining lot owmers
2. Commercial
3. Housing Development or Industrial
4. Other
B. 1. Lot size(s) About one half acrL-
2. Elevation of lot(s) above mean high water ee
3. Soil type and texture Sandy loam and clay
4. Type of building facilities or structures none
5. Sewage disposal and/or waste water treatment A. Existin _U 1 C o Planned
-- -_-----_-----B.-Describe---------------------_:.-------
6. Land Classification (circle one) DEVELOPED TRANSITIONAL COMMUNITY RURAL
CONSERVATION OTHER (SeeCAMA Local Land Use Plan Synopsis)
VI. Pertaining to Fill and Water Quality:
1
A. Does the proposed project involve the placement of fill materials below mean high water? YesX No
B. 1. Will any runoff or discharge enter adjacent waters as a result of project activity or planned use of the
area following project comnlet;on? Yes X No
2. Type of discharge Rain and soil water
3. Location of discharge Paved spillways
VI1. Present rate of shoreline erosion (if known): None-
V111. List permit numbers and issue dates of previous Department of Army Corps of Engineers or State permits for
. work in project area, if applicable: None
JX. Length of time required to complete project: _-?nur Mc?nthg
X. In addition to the completed application form, the following items must be provided:
A. Attach a copy of the deed (with State application only) or other instrument under which applicant
claims title to the affected property. OR if 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 on his land.
B. Attach an accurate work plat drawn to scale on 8'; X 11 " white paper (see instruction booklet for
details). Note: Original drawings preferred - only high quality copies accepted.
C. A copy of the application and plat must be served upon adjacent riparian landowners by registered or
certified mail or by publication (G.S. 113-229 (d))Enter date served
D. List names and complete addresses of the riparian landowners with property adjoining applicant's.
Such owners have 30d ys i wh'c to subm' commP rc to encies li d below
Oma '?1nntn_L?er, amp ?o bane, Mental, N. C.
i s
Ale
9
ant a 7 T7 r
X1. Certification requirement: 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.
XII. Any permit issued pursuant to this application will allow only the development described in this appli•
cation and plat. Applicants should therefore describe in the application and plat all anticipated devel-
opment activities, including construction, excavation, filling, and land clearing.
DATE
Applicant's Signature
D&F-82 SEE REVERSE SIDE FOR MAILING INSTRUCTIONS
Rev. 10/:7@
6 -
• S R /005 ?
h
a

y?
S/ TE

TARKILN •CREEK
VICINITY MAP
SCALE / INCH =I MILE
35° 00? --
R/3o RIY?R

STREEr

0 -
JS -30
??$E 4-8.4 ??
p 0 ?POp?a6
'0
I .
-2.5
2 -3.0
z
POND A X 4 x
11
dw- 6
-3.0
-8
'4-Cl
tc
.
?
M *1.4 5g.r -5.3i_63
- 3 • -4.94 .
.
?
t75 s, A
y R? C B -r7 5 ?0 ,
pE .
?
TiNN?L +8.0 SSE
4Y o
2 E
Wry

TR?Er
S
ELEVATIONS ARE SHOWN IN FEET
ABOVE (+) AND BELOW(-) SEA
LEVEL BASED ON A HYDROLOGIC
SURVEY USING U. S. COAST AND
SITE PL AN OF GEODETIC DATA FOR BAS/S.
Existing POND and CHANNEL
SCALE I INCH s 200 F££T
BY A. HUGH IYA KRIS, ?R. VICINITY /NAP and SITE PLAN
Professiono/ Engineer - RLS ?• t?,?®?
0??'
ORIENTAL, N. C.
SHEET / of 2
?UL Y 141 1985 TOWNSHIP 5, PAML ICO COUNT Y, ?V. C.
, e
r 48'
SWALE _ e' 6' SWALE
f 8.0' -0-8.0,
--
EC TION C- IC
.?,.o ass
L 5 - Pond_Leve/-11 - _ _ _ t /. 4'
See Level O O'
NOTE- Increase slope - - - --- ,
in this Section as excess 3 depth
fill I$ generated. /LL -3.0'
Existing Bottom- ? - 6.0'
SCALE I /0'
54'
SWALE 8' SWAL£
f 8.0' +8.0,
'moo SECTION B-B cB
G
o ?*
_
_ Pond Level -I-
/.5 Leo Leve/ + /. 4,
-- - - 0.0'
3' depth
-3.0,
FILL
-6.0'
Ex/sting Bottom
SCALE /0'
5 7'
8' I 1 6'
S!YALE-
f 7 0' + 8.0 -
SECTION A-? l to
+C.
o`er°s I Pond Level ?' E?GaJo
o - - - - L - - i- - - - - - - - - - -f- /. 4'
Seo Level
l.5 - - __ - -- . -- 010'
3' depth
Existing Bottom -1
Pefore removal of Dome
Remove all water from pond.
Plow earth from bant to bottom
erode and Compact bottom
fYovide diversion Swale to paved Spillway
Provide Gradient on bollom to Crook
Establish vogetalive cover on slopos
BY A. HUGH HARRIS, ?R
Professional Engineer - RL S
ORIENTAL, N. C.
SHEE T 2 of 2
JULY / 4, /985
6.0
SCALE / /0'
POND DETAILS and FILL SPECIFICATIONS for
L. L. W/ SE
TOWNSHIP 5, PAMLICO COUNTY, N. C.

r.
SEP 19 1985
WASTAL RE5WOC
E5 COMM. State of North Carolina
Department of Natural Resources and Community Development
Division of Coastal Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor i? W.-Owens
-- S?`F omas es, tary Director
Sept. 10, 1985
Mrs. A Ice eddingf' d
Div' ion o Comm ity ssist e
eigh, ort arolina 611
Dear Mrs. Beddingfield:
The attached copy of an application submitted by:
L. L. Wise
Applicant's Name
Tarklin Creek Pamlico
Location of Project County
for a State permit to perform excavation and/or fill
work in coastal North Carolina and for a CAMA major
development permit...
_ X for a CAMA major development permit (only) ...
... is being circulated to State and Federal agencies having jurisdiction
over the subject matter which might be affected by the project.
Please indicate on the reverse side of this form yoilr viewpoint on
the proposed work and return it to me not later than &L LC
Sincerely,
J n Parke(?ief
Major Permits Processing Section
JRP:ap:2480
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
An Equal Opportunity Affirmative Action Employer
OFFICE OF COASTAL MANAGEMENT '-aL. 3o U U 30
FIELD INVESTIGATION REPORT l o n g . 76 45 45
1. Applicant's name
L. L. Wise
2•. Location of project site Off SR 1340, canal off Tarkl i n Creek, Pamlico County
no photo ref..
3. izlvestigation type: Dredge & Fill CAMA X
4. Investigative procedure: (A) Dates of site visit 4-10-85
(B) Was applicant present no
5. Processing procedure: Application received 8-30-85 Office Morehead City
6. Site description: (A) Local Land Use Plan Paml i co
Land classification from LUP Rural
Development constzaint'---s iden i ied-in-?tiP -?___
none identified
(B) AEC(s) involved: Ocean. Hazard Estuarine shoreline
Coastal wetlands Public trust waters X
Estuarine waters Other
(C) Water dependent: Yes No X Other
(D) Intended use: Public X Private 'X Commercial
(E) Type of waste water treatment: Existing septic tank
Planned septic tank
(E) Type. of structures: Existing. mobile homes/ frame residences
Planned same
(G) Estimated annual rate of erosion. N/A Source NIL
7. Habitat description: AREA
(A) Vegetated wetlands: Dredged Filled Other
(B) Non-vegetated wetlands:
(C) Other:
Earthen -plug son sq, ft
canal fill. & bank grading _.ft
,(D) Total area disturbed:` 79 - 9nn a n- f t
8. Project summary Applicant proposes to pen an existing borrow pond to
Tarklin Creek off SR 1340 in Pamlico County!
is
9. Narrative Description
The applicant's property is currently a residential subdivision un-
der development which is located adjacent to Tarklin Creek off SR
1340 in Pamlico County. The property segment subject to this permit
request involves an existing borrow canal about 560' long by 40'
wide with depths ranging between -5' to -7..5' NWL. The surround-
ing property is +6 - 8' in elevation and subdivided into lots ap-
proximately 1/2 acre in size. Three of the lots surrounding this
borrow canal have been built upon with residential structures.
The borrow canal is separated from the head of another man-made c-a-n-a
byan earthen plug. The canal adjacent to the borrow canal is about
500' long by 40' wide by 205' to 4' deep. This canal connects to
Tarklin Creek. Tarklin Creek is designated as inland waters by the
N. C. Marine Fisheries and the WLRC and the water classification of
Tarklin Creek is SC as designated by DEM.
The applicant is proposing to fill the existing borrow canal to match
the water depths in the adjacent canal. This will be accomplished
by sloping the sides of this basin with a bulldozer to obtain the
necessary fill material and to also provide a suitable slope for
establishing grass. This work is to be done in the pond after it is
pumped dry. Once the work is completed, vegetation is proposed to
be established and then water introduced into this basin gradually
by removing the top half of the earthen plug by a drag line. The tur-
bidity in the basin will be allowed to subside before completely re-
moving the plug to the proposed grade. The finished water depth of
the borrow canal is expected to be 3' NWL and this is expected to
complement the depths of the adjacent waters.
At the head of the basin is a proposed boat ramp which is intended to
extend water access to additional subdivided lots.
10. Anticipated impacts
Conducting the project as proposed will result in the extension of
this man-made system an additional 560' into the high ground. The
total man-made system will be approximately 860' long once this is
done and about 40' wide. About 1.8 acres will be disrupted by the
process of filling the canal to the proper depth and sloping the banks.
Water quality problems have long been associated with dead end canal
systems due to poor circulation patterns.
Submitted'by Nelson G. Paul
Date . Sept. 10, 1985
r a` APPLICATI- V j a
--- --- FOR •.i
PERMIT TO EXCAVATE AND/OR FILL WATER QUALITY CERTIFICAT
_. EASEMENT IN LANDS COVERED BY WATER LAMA PERMIT FOR MAJOR DEVELOPMENT
Department of Administration State of North Carolina Department of the Army
(GS 14612) Department of Natural Resources and Community Development Corps of Engineers, Wllming¢on DbUkt
_(GS 113-229, 143.215.3(x)(1), 143-215.3(c), 113A-118 (33 CFR 204.320-329)
Please type or print and fill in all blanks. If information is not applicable, so indicate by placing N/A in blank.
1. Applicant Information Wise L. L.
A. Name - -- - - -_-- --
• Last First Middle
B. Address Camp Jo Jane
Street, P. O. Box or Route
Oriental North Carolina'. 28571 [phone]
City or Town State , Lip Code Phone
11. Location of Pro Qosed Project:
A. County ntlllico
B. 1. City, town, community or landmark Camp JO Jane
2. Is proposed work within city limits? Yes No
C. Creek, river, sound or bay upon which project is located or nearest named body of water to project _-,
Tarkiln Creek
III. Description of Project To connect existing pond to existing channel by removal of
A. 1.. Maintenance of existing project 2. New work
0. Purpose of excavation or fill
1. Access channel length width depth
2. Boat basin length 500 width - 50 depth •'?-
3. Fill area length width depth
4. Other length width depth
none
C. 1. Bulkhead length Average distance waterward of MNW (shoreline)
2. Type of bulkhead construction (material)
D. Excavated material (total for project)
1. Cubic yards 2. Type of material
E. Fill material to be placed below MNW (see also VI. A)
1. Cubic yards 1105 2. Type of material Soil from. ad.i of ni ng bank
IV. Land Type, Disposal Area, and Construction Equipment:
A. 'Does the area to be excavated include any marshland, swamps or other wetland? Yes No X
B. Does the disposal area include any marshland, swamps or other wetland? Yes No X
C. Disposal Area N/A
1. Location
2. Do you claim title to disposal areal
D. Fill material source if fill is to be trucked in N/A
E. Now will excavated material be entrapped and erosion controlled? On bottom O Pen an cc)m{Jac _e
F. Type of equipment to he used Bulldozer - Motor Grader
G. Will marshland be crossed in transporting equipment to project site? If yes, explain No
I
D&F-B1 t
Rev. 10/78
Itttsndi the of Project Area (E%ewr*e)
For. adjoining lot owners
A. 1. Private
2. Commercial
3. Housing Development or Industrial
4. Other
About one half aerie
B. 1. Lot size(s)
2. Elevation of lot(s) above mean high water lee
3. Soil type and texture Sandy loath and clay
4. Type of building facilities or structures none
5. Sewage disposal and/or waste water treatment A. Existing-se Planned
B. Describe - --
6. Land Classification (circle one) DEVELOPED' TRANSITIONAL COMMUNITY RURAL
CONSERVATION OTHER (See CAMA Local Land Use Plan Synopsis)
VI. Pertaining to Fill and Water Quality:
A. Does the proposed project involve the placement of fill materials below mean high water? YesX No
B. 1. Will any runoff or discharge enter adjacent waters as a result of project activity or planned use of the
area following project comnleNon? Yes X No
2. Type of discharge Rain and soil water
3. Location of discharge 'Paved spillways
VII. Present rate of shoreline erosion (if known): one
VIII. List permit numbers and issue dates of previous Department of Army Corps of Engineers or State permits for
work in project area, if applicable. None
IX. Length of time required to complete project: Fnnr Mcant-hg _
X. In addition to the completed application form, the following items must be provided:
A. Attach a copy of the deed (with State application only) or other instrument under which applicant
claims title to the affected property. OR if 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 on his land.
B. Attach an accurate work plat drawn to scale on 8;2 X 11" white paper (see instruction booklet for
details). Note: Original drawings preferred - only high quality copies accepted.
C. A copy of the application and plat must be served upon adjacent riparian landowners by registered or
certified mail or by publication (G.S. 113-229 (d))Enter date served
D. List names and complete addresses of the riparian landowners with property adjoining applicant's.
Such owners have 30 d ys irl whjcFt to submjt commP f, to encies li. d below,
Oma T1n11t1_=r, amp ju bane, Orintal, N. C.
F a
4- -1 XT -1
nnt=ate rr r.
XI. Certification requirement: 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.
XII. Any permit issued pursuant to this application will allow only the development described in this appli•
cation and plat. Applicants should therefore describe in the application and plat all anticipated devel-
opment activities, including construction, excavation, filling, and land clearing.
DATE
Applicant's Signature
i
D&F-82 SEE REVERSE SIDE FOR MAILING INSTRUCTIONS
Rev. 10/78

ICINITY MAP
SCALE I INCH I MILE
- ---- --= -- ------ S R 1005
h
M
TE
s
TARKILN CREEK

4A- CH
-- -- ---- - -.-3-5 ° Qom.-- - - - -- - -
RI30 RfVcR

STREET

vV
-3
5 30
NI se +8.4 6
0 .
-2.5
-3.0
1
POND x?
A X -,32
19
-3.0 -4.
A -
M t/A -4.91-63 isg` C
?.,
rT.5 `-? 475 .m. ? 1 A
?0 `
7
y RI C e +5 ?0
vE
T?NN0L.
+B.0
2
E
1 WAS
\
rR??r
s
ELEVATIONS ARE SHOWN IN FEET
ABOVE(*) AND BELOW(-) SEA
LEVEL BASED ON A HYD;4040CIC
SURVEY USINti U. S. C0AST AND
SITE PLAN OF GEODETIC DATA FOR BAS/S.
Existing POND and CHANNEL
SCALE I INCH : 200 FEET
BY A. HUGH HARRIS, JR. VICINITY MAP and SITE PLAN
Professional Engineer - RLS ?• e

L
,?0®?
WISE
ORIENTAL, N. C.
SHEE T I of 2
JULY /Q, 1985 TOWNSHIP 5, PAMLICO COUNTY, N. C.
48'
SCALE - 8' ---+? ?•+-6'? SWALE
- 4 8.0, f 8.0' --
ECTION C-IC
-. a E?GQl
Pond _L evel ?1 - - - -- f /. 4'
See Level O.O'
NOTE- Increase slope , - -- --
in this Section as excess 3 depth
fill is generated. /LL -3.0'
Existing Bottom - -6.0,
SCALE /".r /O'
54'
-
ALE 8 6 SWALE-
f 8.0' +8.0'
_ _ ?l
DLO
O
/. 5
I "
SEC 770/V B-8
Pond Level ---'
- Sea Leve/ .?, - -
f
3' depth
ZVI'
FILL
Exlsting Bottom
SCALE / to
4- /. 4'
0.0,
-3.0 6".O'
57' [..
SYVALE_
f 8.0 -
to + 7. O' SECTION A -A,
to
o`°°?n I Pon
d L eve/
Sea Level *1.4'
15 - -- 0.0,
3' depth
Ex/sting Bottom
Pefore removal of Dam:
Remove a// water from pond.
Plow earth from bank to bottom
erode and Compact bottom
P?ovide diversion Swale to paved spillway
Provide Gradient on bottom to Creek
Establish regototive cover on s/opos
BY A. HUGH HARRIS, ?R
Professional Engineer- RL S
ORIEN7,4L, N. C.
SHOE r 2 of 2
JULY l4, 1985
-3.0 1
- 6.0'
SCALE / /O
POND DETAILS and FILL SPECIFICATIONS for
L. L. W/ SE
TOWSHIP 5, PAMLICO COUNTY, N. C,

V ?.0
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
October 29, 1985
IN REPLY REFER TO
Regulatory Branch
SUBJECT: File No. SAWCO85-N-069-0316
RECEIVED
--_ _ -- _ __ - --- ------ - -r? ?V_0 4.1985 -----
Mr. John Parker WATER UALTY SECTION
Division of Coastal Management OPEI0110i\;; .3RANCH
North Carolina Department of
Natural. Resources and
Community Development
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Dear Mr. Parker:
Reference the application of Mr. L. L. Wise for a Department
of the Army permit to excavate an earthen dam and maintain a canal
and channel to connect a pond to Tarklin Creek at Camp Jo Jane,
Pamlico 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. Prior to the removal of the plug in the canal, fill
material will placed in the area of the canal landward of the plug
to raise the elevation of the bottom.of the canal to that of
surrounding waters, a depth of approximately 3 feet, mean sea
level (MSQ. This fill material, obtained from an upland source,
will be clean, free of waste metal products, organic materials,
petroluem products, and debris. A minimum time period of 24 hours
will be allowed to elapse between the completion of the placement
of this fill material and the excavation of the plug.
b. Vegetation will be established and maintained on the side
slopes of the canal.
-2-
c. In order to protect juvenile biological species, no
excavation or filling will be permitted between the dates of
April 1 and September 30 of any year without the prior approval of
the North Carolina Division of Coastal Management.
d. All excavated materials will be placed and retained
landward of the normal water elevation contour and any regularly
--- - -or--i.r-r_egularly _flooded marshlands.
Questions or comments may be addressed to Mr. Ernest Jahnke,
telephone [phone].
Sincerely,
Charles W. Hollis
Chief, Regulatory Branch
Copies Furnished:
Mr. William Mills
Water Quality Section
Division of Environmental
Management
North Carolina Department of
'Natural Resources and
Community Development
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Mr. Charles Jones
Morehead City Regional Office
North Carolina Division of
Coastal Management
Post Office Box 769
Morehead City, North Carolina 28557
Ms. L. K. (Mike) Gantt
U. S. Fish and Wildlife Service
Post Office Box 25039
Raleigh, North Carolina 27611-5039
Mr. Randy Cheek
National Marine Fisheries
Service, NOAA
Pivers Island
Beaufort, North Carolina 28516
Mr. William L. Kruczynski, Chief
Wetlands Section
Marine and Estuarine Branch
U. S. Environmental Protection Agency
345 Courtland Street
Atlanta, Georgia 30365
Mr. Nelson Paul
Morehead City Regional Office
North Carolina Division of
Coastal Management
Post Office Box 769
Morehead City, North Carolina 28557

IN REPLY REFER TO
Regulatory Branch
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402.1890
August 7, 1985
SUBJECT: File No. SAWC085-N-069-0316
Mr. L. L. Wise
Camp Jo Jane
Oriental, North Carolina 28571
Dear Mr. Wise:
RECEIVED
rWATER QUALITY SECTION
OPERATIONS BRANCH
On January 27, 1981, we issued general permit No. SAWC080-N-
000-0291 (enclosed), which provides Federal authorization for
construction activities that receive-authorization from the State
of North Carolina.
A review of your application received July 26, 1985, for a
Department of the Army permit to excavate an earthern dam and
maintain a banal and channel to connect a pond to Tarkiln Creek at
Camp Jo Jane in Pamlico County, North Carolina, indicates it to be
a candidate for Federal authorization under this general permit.
Accordingly, the-administrative processing of your application
will be accomplished by the North Carolina Division of Coastal
Management. Comments from Federal review agencies will be
furnished to the State.
If your application must be withdrawn from this general
permit process for any reason, you will be written and informed of
its further management. If there are no unresolved differences of
State-Federal positions or policy, the final action taken on your
application by the State will result in your receiving written
notice from us that your application has been successfully
processed under our general permit. Only after receiving such
confirmation should you begin work.
Your application, pursuant to Section 10 of the River and
Harbor Act, has been assigned No. SAWC085-N-069-0316 and will be
coordinated by Mr. Ernest Jahnke, telephone [phone]. He is
available to address questions or comments you may have.
Sincerely,
Charles W. Hollis
Chief, Regulatory Branch
Enclosure
t ?s

-2-
o es Furnished'.
Mr. John Parker
Division of Coastal Management
North Carolina Department of
Natural Resources and
Community Development
Post Office Box 27687
Raleigh, North Carolina 27611-7687
---------- - - --- - - -----------
Mr. William Mills
Water Quality Section
Division of Environmental
. Management
N th Carolina Department of
VNatural Resources and
Community Development
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Mr. Charles Jones
Morehead City Regional Office
North Carolina Division of
Coastal Management
Post Office Box 769
Morehead City, North Carolina 28557
Ms. L. K. (Mike) Gantt
U. S. Fish and Wildlife Service
Post Office Box 25039
Raleigh, North Carolina 27611-5039
Mr. Randy Cheek
National Marine, Fisheries
Service, NOAA
Post Office Box 570
Beaufort, North Carolina 28516
Mr. Lee Pelej
Environmental Review Section
Environmental Assessment Branch
U. S. Environmental Protection Agency
345 Courtland Street, N. E.
Atlanta, Georgia 30365