20000537 Ver 1_COMPLETE FILE_20000413

Attachment
cc: Corps of Engineers Wilmington Field Office
Wilmington DWQ Regional Office
Doug Huggett, DCM
John Dorney
Central Files
000537

State of North Carolina
'Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
09NAA
D E N R
May 11, 2000
DWQ# 00-0537
Carteret County
Jerry Tolbert
203 Georgia Avenue
Morehead City, NC, 28557
APPROVAL of 401 Water Quality Certification
Dear Mr. Tolbert:
i
You have our approval, in accordance with the attached conditions, to dredge 0.003 acre of wetlands in order
to construct a bulkhead, ramp, basin and breakwater on your property in Carteret County as described in your
application dated 13 April 2000. After reviewing your application, we have determined that this fill is covered by
General Water Quality Certification Numbdr 3112. This Certification allows to use your CAMA Permit when the
NC Division of Coastal Management issues it. In addition, you should get any other federal, state or local permits
before you go ahead with your project including (but not limited to) Sediment and Erosion Control, Coastal
Stormwater, Non-Discharge and Water Supply Watershed regulations. Also this approval will expire when the
accompanying CAMA Permit expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application. If you change
your project, you must notify us and you may be required to send us a new, application for a new certification. If
the property is sold, the new owner must be given a copy of the Certification and approval letter and is thereby
responsible for complying with all conditions. If total wetland fills for this project (now or in the future) exceed
one acre, compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h). For this approval to
be valid, you must follow the conditions listed in the attached certification.
If you do not accept any of the conditions of this certification; you may ask for an adjudicatory hearing. You
must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition which
conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, P.O.
Box 27447, Raleigh, N.C. 276 1 1-7447. This certification and its conditions are final and binding unless you ask
for alicaring.
This letter completes the review of the Division of Wai:er Quality under Section 401 of the Clean Water Act.
If you have any questions, please telephone John Dorney at 919-733-9646.
Sincerely,
rr/ .Steve s
r
Non-Discharge Branch 1621 Maii Service (AnTer Raleigh, North Carolina 27699-1621
Telephone [phone] FAX # [phone]
An Equal ^ pcrtianity affirmative Action Employer S01Y, racyded/10% post consumer paper
h
A
NCDENR
JAMES B. HUNT JR.
GOVERNOR
BILL HOLMAN
SECRETARY
DONNA D. MOFFITT
DIRECTOR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF COASTAL MANAGEMENT
April 11, 2000
Kffl
MEMORANDUM:
TO: Mr. John R. Dorney
Environmental Biological Supervisor Division of Water Quality 1300537
FROM: Doug Huggett
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Jerry Tolbert
Project Location: Carteret County, adjacent Peletier Creek, at 203 Georgia Avenue, in
the Mansfield area of Morehead City.
Proposed Project: Proposes to excavate a small basin into his yard through a fringe of
marsh, providing an access ramp stabilized with timber walls, perform
maintenance excavation around his existing slips, and stabilize his
marsh fringe by placing rock at its waterward edge.
Please indicate below your agency's position or viewpoint on the proposed project and return
this form by May 2, 2000. If you have any questions regarding the proposed project, please
contact Tere Barrett at [phone]. When appropriate, in-depth comments with
supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
SIGNED 0AJ DATE I t(f
MOREHEAD CITY OFFICE
HESTRON PLAZA 11, .151-B HIGHWAY 24, MOREHEAD CITY NC 28557
PHONE: [phone] FAX: [phone]
- AN EQUAL OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED / 10% POST-CONSUMER PAPER
DENR TOLL FREE HOTLINE: [phone]
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Jerry Tolbert
2. LOCATION OF PROJECT SITE: Adjacent to Peletier Creek, at 203 Georgia Avenue; in the Mansfield
area of Morehead City.
Photo Index - 1995: 41-515, grid #Q-16 1989: 154-29, grid #0-10
State Plane Coordinates - X: 2666100 Y:363400
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit -April 06, 2000
Was Applicant Present - Yes
5. PROCESSING PROCEDURE: Application Received - cc: April 10, 2000
Office - Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Morehead City
Land Classification From LUP - Developed
(B) AEC(s) Involved: PT, EW, CW
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - Municipal sewer
Planned - None
(F) Type of Structures: Existing - Residence, Docking facility
Planned - Ramp, Basin, Bulkhead, Breakwater
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION:
[AREA]
DRR1)(TF.T) Fu I FT)
1600537
OTUFu
(A) Vegetated Wetlands
S artina alterniflora 140 sf
(B) Non-Vegetated Wetlands
(C) Other
High Ground 40 sf 1410 sf
Shallow Bottom 1725 sf 315 sf
(D) Total Area Disturbed: 3630 sf
(E) Primary Nursery Area: No
(F) Water Classification: SB Open: No
8. PROJECT SUMMARY: Applicant proposes to excavate a small basin into his yard through a fringe of
marsh, providing an access ramp stabilized with timber walls, perform maintenance excavation around his
existing slips, and stabilize his marsh fringe by placing rock at its waterward edge.
FIELD INVESTIGATION REPORT:
Jerry Tolbert
Page 2
9. NARRATIVE DESCRIPTION:
3 2000
WETLANDS
The project site is a .32 acre residential lot within the Mansfield subdivision of Morehead City.
This is off of Highway 70 and Mansfield Parkway, at 203 Georgia Avenue, adjacent to the
westernmost branch of Peletier Creek. There is an existing residence and docking facility on the
property. This area is serviced by municipal water and sewer, and is predominantly single family
residential in nature. Peletier Creek is a manipulated system approximately 110' to 120' across at
the project site, and has historically incurred a very high level of boating activity.
The property is vegetated with typical lawn grasses, with a fringe of smooth cordgrass at the
water's edge. The waters of Peletier Creek are classified SB by the Division of Water Quality;
the system is closed to the taking of shellfish for consumption, and the creek is not designated a
Primary Nursery Area. The substrate within the creek is very silty in composition. The
Morehead City Land Use Plan classifies the area as Developed, with all areas within CAMA
Areas of Environmental Concern classified as Conservation. There is an existing four slip
docking system on the property.
The applicant wishes to be able to utilize the eastern slip for a larger boat, without impeding
navigation in the creek. In order to do so, he proposes to excavate into his yard 10' x 14' wide.
This requires a cut through the fringe of smooth cordgrass. He proposes to place a reinforced
concrete boat ramp through the new basin into the yard, and continue with a drive, for a total
ramp length of 32'. The sides of the new cut and the concrete ramp will be stabilized with a 17'
timber bulkhead wall along each side, for a total length of 34'.
The area adjacent to the new ramp and connecting to the new basin is proposed for maintenance
excavation, as is the connecting area under the existing docks. This area is approximately 45' x
25', with existing water depths averaging -2.4'. The proposed finished depth will be -45,
connecting to the existing creek depths approaching -5' nlw. Another area under an existing slip
at the west side is proposed for maintenance, approximately 30' x 20' in size, with existing
depths ranging from -1.9' to 4. This, too, is proposed for a finished depth of -4.5'. The 128
cubic yards of spoil material to be generated from this proposal will be placed in the yard of the
residence. There is an area of approximately 800 square feet designated for this disposal.
Lastly, the applicant wishes to stabilize his marsh fringe. Because of regular maintenance of the
creek and a high level of boating activity, there is an abrupt escarpment at the waterward edge of
the marsh, which continues to erode. The applicant wishes to place a 3' wide rock revetment
along this marsh edge to discourage sloughing. This structure would be approximately 105' in
length, averaging 6' to 10' from the normal high water line, against the marsh escarpment.
Approximately 23 cubic yards of rock would be required for this structure.
10. ANTICIPATED IMPACTS:
As proposed, this project would require the excavation of 140 square feet of smooth cordgrass
marsh for the basin, 100 square feet of which would then be filled with a concrete ramp.
Approximately 40 square feet of additional high ground would be excavated for this feature, and
Jerry Tolbert
Page 3
±270 square feet filled. Another ±340 square feet of high ground will be disturbed for the
installation of the tie backs for the bulkhead walls. The maintenance excavation of the creek will
require the disturbance of approximately 1725 square feet of shallow bottom area, removing 128
cubic yards of silty material. This will disturb another 800 square feet of high ground. The spoil
area may need to be enlarged depending on the time necessary for de-watering of the spoil.
Placement of the rock along the marsh escarpment will cause another ±315 square feet of shallow
bottom area to be filled. This structure may provide a positive impact in reducing the rate of
marsh erosion into the creek. Turbidity levels can be expected to increase during excavation.
T. Barrett April 10, 2000 Morehead City
Form DCM-MP-1
APPLICATION
(To be completed by all applicants)
1. APPLICANT
a. Landowner:
Name -Tr kA! V T-, /n ,+:7
Address 201 G f-c& 61.4 4F.
City , 4aNt u 'd D (Irv State K:
Zip ? S> > Day Phone } S - 77 G ; v ,?-?
Fax 700-?c?-)
b. Authorized Agent:
Name
Address
City State
Zip Day Phone
b. City, town, community or landmark
c. Street address or secondary road number
? cc (!rA- G/,4 Aar-
d. Is proposed work within city limits or planning
jurisdiction? v" Yes No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) P F 1 r V t, x! f
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
Rut) b H- 6'H AA a,u Lo,??i
AagAGF 1?yRsTi??a 0800" Wpp.
V',441 l,vf weik F_b4t. wt
b. Is the proposed activity maintenance of an existing
project, new work, or both? OF, w wow fi
Fax
c. Project name (if any)
NOTE: Permit %Q be issued in name of lm+downer(s), and/or
project name.
2. LOCATION OF PROPOSED
PROJECT
a. County C d VrF•,&,:7 -
c. Will the project be for public, private or commercial
use? ,J A., I ?,47` t;
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. If more space is needed, please attach
additional pages. 'r u f n * 1, y t?u,J*'
9411 " -? 41 1 -H-
? ar•, STIt? ik4 T FAk , L,-?-
.? '! Yl f <,t? b f 7' h A1,4 ice) i, )s
7" c: ?? V I a A Tci L j t v( 4 -T 7-iW 1.
J'5fta.441 CC) 4:)1 NLC701 0 U w,(l 6P CUV(A+F7t
V J w tp rt 4 L /4kZ,;L/ ISc.111 1-Ira A S,
Revised 03/45
Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
m. Describe existin wastewater treatment facilities.
I-r T4tK
a. Size of entire tract G q x 1q, x r x 1I L. u' x r 4 :. W
b. Size of individual lot(s) ?A N>f
c. Approximate elevation of tract above MHW or
NWL Sz F' T> V,4 a.u rN (,
d. Soil type(s) and texture(s) of tract n
n. Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down" and residential discharges.) 4? ue FJcr
1., uXW oc- i
existing drinking water supply source.
I u L. , .a -/ u ej
e. Vegetation on tract r,JY (s AP., -' 200
COASTAL MANAGEMENT
f. Man-made features now on tract
1?b"J4 I f f- r Am, 4&L!, I; i
g. What is the CAMA Land Use Plan land
classification of the site? (Consult the local land use plan.)
Conservation
Developed
Rural
Transitional
Community
Other
h. How is the tract zoned by local government?
k FN i7)7 "71.4 1
i. Is the proposed project consistent with the applicable
zoning? _v/' Yes No
(Anach zoning compliance certificate, if applicable)
j. Has a professional archaeological assessment been
done for the tract? Yes L.,-*' No
If yes, by whom?
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes ? No
1. Are there wetlands on the site? ? Yes No
Coastal (marsh) ? Other
If yes, has a delineation been conducted? tilt'
(Anach documentation, if available)
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
• A copy or the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties. If the applicant is not
claiming to be the owner of said property, then
forward a copy of the deed or other instrument under
which the owner claims title, plus written permission
from the owner to carry out the project.
• An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 112" by 11" white paper. (Refer to
Coastal Resources Commission Rule 7J.0203 for a
detailed description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
Engineers regarding that agency's use of larger
drawings.) A site or location map is a part of plat
requirements and it must be sufficiently detailed to
guide agency personnel unfamiliar with the area to the
Form DCM-MP-1
site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
• A Stormwater Certification, if one is necessary
• A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return receipts as proof that such owners
have received a copy of the application and plats
by certified mail. Such landowners must be advised
that they have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management. Upon signing this form, the applicant
further certifies that such notice has been provided.
Naive -Toh,/ tlr,+r? r 17 c/
Address ?. W (*,F. ot, l i,a Jt r t?lU?f?r,?» Grfc. /,C
Phone 09-'2 --*G - gzuu
Name w, f, k # 7r k t JQ >D
Address 0,0• dw4 7 037 y d 4r r, w . ?,1(. Z
Phone G/ cl. 7 R"? - q C y'7
Name
Address
Phone
6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND
I understand that any permit issued in response to this
application will allow only the development described in
the application. The project will be subject to conditions
and restrictions contained ;n the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
I certify that I am authorized to grant, and do in fact,
grant permission to representatives of state and federal
review agencies to enter on the aforementioned lands in
connection with evaluating information related to this
permit application and follow-up monitoring of the
project.
I further certify that the information provided in this
application is truthful to the best of my knowledge.
This is the ?-O f h day of MAAvh , }9-2_OqO
Print Name _ t= y t/ 7-0/ r-k /
Signature /-
Downer or utborized Agent
• 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 $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
• A signed AEC hazard notice for projects in
oceanfront and inlet areas.
• A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public lands, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
Please indicate attachments pertaining to your proposed
project.
L,' DCM MP-2 Excavation and Fill Information
DCM MP-3 Upland Development
-LZ DCM MP-4 Structures Information
DCM MP-5 Bridges and Culverts
DCM MP-6 Marina Development
NOTE: Please sign and dare each attachment in the
space provided at the bonom of each form.
400 copies of this public document were printed at a total cost of $52.48 or $.13 per copy.
Revised 03/95
Form DC,'v1-iViP4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application which relate to
this proposed project.,
a. Dock(s) and/or Pier(s)
(1) _ Commercial -Community _ Private
(2) Number
(3) Length
(4) Width
(5) Finger Piers Yes No
(i) Number
(ii) Length
(iii) Width
(6) Platform(s) Yes No
(i) Number
(ii) Length
(iii) Width
(7) Number of slips proposed
(8) Proximity of structure to adjacent riparian
property lines
(9) , Width of water body
(10) Water depth at waterward end of pier at
MLW or NWL
b. Boath ouse (including covered lifts)
(1) Commercial Private
(2) Length
(3) Width
c. Groin (e.g. wood, sheetpile, etc.)
(1) Number
(2) . Length(s)
d. Breakwater (e.g. wood, sheetpile, etc.)
(1) Length
(2) Average distance from MHW, NWL or
wetlands
(3) Maximum distance beyond MHW, NWL or
wetlands
e. Mooring buoys
(1) - Commercial -Community - Private
(2) Number
(3) Description of buoy
(Color, inscription, size, anchor, etc.)
(4)
(5)
Width of water body _
Distance buoy(s) to
shoreline
be placed beyond
f. Mooring structure (boatlift, mooring pilings, etc.)
(1) _ Commercial -Community _ Private
(2) Number
(3) Length
(4) Width
g. Daher (Give complete description)
)l0 1?4QA/ it/'wlor 10
?loth
w ?yti Cs u?w?y? ,? a c.t?n f o 14,1 m
1 St L? u?.
?Apcl / aI C'141
AA cant o Project Name
Signal
3 - :..v- 00
Date
Revised 03/95
Form DCM X10-2
EXCAVATION
AND FILL
(Except bridges and culverts)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete. all
other sections of the Joint Application that relate to this
proposed project.
Describe below the purpose of proposed excavation or
fill activities. All values to be given in feet.
Average Find
Eaasting Project
Length Width Denth Mnth
Access
channel
(h1LW) or (NWL)
Canal
Boat
basin
Boat
ramp
Rock
groin
Rock
breakwater
Other
(Excluding
shop:line
stabili=ion)

30 0
I0 ly L/
r*7 10

H f?
!?iC?r} . ?' ? f l.l! 11J
1
APR Z 4 ?a110l
s? ooasra,
HEAD SENT
1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards ay 7
b. Type of material to be excavated
I,Q r Acv fpp l M FxT
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? ? Yes No
d. Highground excavation in cubic yards AnA4 dV C
y `lrr ao
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area _4 [)Z c fN I Wy#0
b. Dimensions of disposal area 4.44AW" D U x Yo
c. Do you claim title to disposal area?
? Yes No
If no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? t. Yes No
If yes, where? CA ;-,7 r-_
evised 03/95
Form DCM-MP-2
e. Does the disposal area include any coastal wetlands
(marsh), SAVs or other wetlands?
Yes ? No
f. Does the disposal include any area in the water?
Yes ? No
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
Bulkhead Rip rap
b. Length 3 PH loS ?C 3 KI/akga
c. Average distance waterward of MHW or NWL
d. Maximum distance waterward of MHW or NWL
10
e. Shoreline erosion during preceding 12 months
--- n,-d,yr?x ! S '
(Source of information) Own ?-?( - ? tla y T??j?
f. Type of bulkhead or riprap material
-rIA14E.i7 U/al U 4"!t t? o
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap
(2) Bulkhead backfill 7?/?Nr
h. Type of fill material - a'
Source of fill material _ ,G149'et'l
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
Yes No
If yes,
(1) Amount of material to be placed in the
water
(2) Dimensions of fill area
(3) Purpose of fill
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
Yes No
If yes, .
(1) Dimensions of fill area
(2) Purpose of fill
5. GENERAL
a. How will excavated or fill material be kept on site
and erosion controlled?
E 09/01-/ F NcF
b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)?
?uQGLI>tE G 1L 6,4cl-9C"
c. Will wetlands be crassed in transporting equipment
to project site? Yes L,- No
If yes, explain steps that will be taken to lessen
environmental impacts.
o`-rk RRy / c'4
Applicant o jest Name
Signature
..??pl? G o0 0
Date
Revised 03/95
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Rf-EDGE OF WATER
REVISED: 04/09/99
MAP PREPARED FOR:
JERRY TOLBERT
1, JO+N W. COLLM REMSURED LAND SURVEYOR CEn T?Nr TMs MAP WAS TYP E OF SURVEY: PROPOSED
DRAWN BY WE-UNDER MY DIRECT 9l1PERVl$I 1 IN ACNAL SURVEY.
RAMP
MADE BY ME-UNDER MY 9UPERVISIODEED BOOK_„PAGF
THAT THE RATIO OF PPXDMON As CALL UUAtED BY COORDINATES rs 1:10,000 S 1"= 40' COUNTY: CARTERET
TWAT 1H0 MAP WAS PREPARED IN ACCORDANCE 1NIH 0.5.47 0 AS AMENDED
I FURTHER CERMY TO ONE OR MORE of THE FOILoAMNo. 111111+H1b?rrr DA 0311 1 99 STATE: N.C.
_TWST THIS POST s OF A SURVEY WHICH CREATES A
IN
AN AREA OF THE COLMIY OR MUNIIIIAL Y 1WAT HAS AN ? a • • • ('A -?
TWP i 0 E FILE 990 JC
??AA?/ATTEp9 PARCELS OF LAND; ? c .• ?,f
I XX..-TTNT THIS PLAT IS OF AN 'MM PARCEL OF LAND• NA?•• ?ES MAP PREPARED BY.
TINT THIS PLAT IS OF A SURVEY OF NaiHER CAT "M
T+NT THE RFORMAM MI AVARAeLE TO THE SURVEYOR Suc- T}NT8 E EA L I ' L&-R-R J. P ST, SR.
i 10 THE DE3r OF MY PROFE990NAL. AwL1IY 1 AM UNABLE 11d L?,l`9J( :
WITN?+ E PPROVtSK*3 + I+ED HERED f s z ? REGISTERED LAND SURVEYOR #L-3735
1
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203 WEEP-N-OAKS
ARVETOr+ R iL-B91 ???? •• •?.V??? `? PHONE/FAXT1N252z247--6135
i
lung I.
MEMORANDUM
TO: John Dorney Regional Contact: J. Steenhuis
Non-Discharge Branch WO Supervisor: Back Shiver
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Jerry Tolbert
Project Number 00 0537
Recvd From DCM
Received Date 4/13/00 Recvd By Region
Project Type
County Carteret
County2
Region Wilmington
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req. EM
LAMA ? WT-0-
Y O N ? 20-36-ll SB ? 30,503. 1.00 F F-
Mitigation Wetland
MitigationType Type Acres Feet
I F_ I F_
Is Wetland Rating Sheet Attached? O Y ON Did you request more info? O Y ON
Have Project Changes/Conditions Been Discussed With Applicant? O Y O N
Is Mitigation required? O Y O N Recommendation: *issue O Issue/Cond O Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
This offence has no objection to the project as proposed.
cc: Regional Office
Central Office Page Number 1
Facility Name Jerry Tolbert County Carteret
Project Number 00 0537 Regional Contact:
Date:
Comments (continued from page 1):
J. Steenhuis
5/4/2000
cc: Regional Office
Central Office Page Number 2
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
IN REPLY REFER TO
Regulatory Division
Action ID No. 200001056
Mr. John Dorney
Division of Water Quality
North Carolina Department of
Environment and Natural Resources
1621 Mail Service Center
Raleigh, North Carolina 27699-1621
Dear Mr. Dorney:
April 24, 2000
WgUNDS GR Urit)N
Reference the application of Jerry Tolbert for Department of the Army authorization and a
State Water Quality Certification to dredge a basin, construct bulkheads, and install riprap on
Peletier Creek, at 203 Georgia Avenue in Morehead City, Carteret County, North Carolina. Your
receipt of this letter verifies your acceptance of a valid request for certification in accordance
with Section 325.2(b)(ii) of our administrative regulations.
We are considering authorizing the proposed activity pursuant to Section 10 of the Rivers
and Harbors Act. However, we have determined that a water quality certification is required
under the provisions of Section 401 of the Clean Water Act. A Department of the Army permit
will not be granted until the certification has been obtained or waived.
According to our administrative regulations, 60 days is reasonable for State action.
Therefore, if you have not acted on the request, or asked for an extension of time, by June 17,
2000, the District Engineer will deem that waiver has occurred.
Questions or comments may be addressed to the undersigned at teiephone [phone].
Sincerely,
Jeffrey H. Richter
Regulatory Project Manager
Copies Furnished:
Mr. Doug Huggett
Division of Coastal Management
North Carolina Department of
Environment and Natural Resources
1638 Mail Service Center
Raleigh, North Carolina 27699-1638

REPLY TO
ATTENTION OF:
Regulatory Division
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
69 DARLINGTON AVENUE
WILMINGTON, NORTH CAROLINA 28403
November 1, 2000
Action ID No. 200001056 and State Permit No. 94-00
Mr. Jerry Tolbert
203 Georgia Avenue
Morehead City, North Carolina 28557
Dear Mr. Tolbert:
Reference your application for a Department of the Army permit to excavate a basin,
construct bulkheads, and install rip-rap on Peletier Creek, at 203 Georgia Avenue, Morehead
City, Carteret County, North Carolina.
Your proposal has been reviewed and found to be consistent with the provisions and
objectives of general permit No. 198000291. 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.
Please be advised that the following are conditions of this DA permit:
1. The permittee understands and agrees that, if future operations by the United States
require the removal, relocation, or other alteration, of the structure or work herein authorized, or
if, in the opinion of the Secretary of the Army or his authorized representative, said structure or
work shall cause unreasonable obstruction to the free navigation of the navigable waters, the
permittee will be required, upon due notice from the Corps of Engineers, to remove, relocate, or
-'*Pr the structural work or obstructions caused thereby, without expense to the United States.
_",all be made against the United States on account of any such removal, relocation, or
-- ;ttee shall notify NOAA/NATIONAL OCEAN SERVICE, Chief Source
Tear N CS261, 1315 E West HWY RM 7316, Silver Spring, MD
.ior to beginning work and upon completion of work.
de by the permittee to prevent the full and free use by the public of
ent to the authorized work. Use of the permitted activity must not
.t to free navigation on all navigable waters of the United States.
f '"

3. The permittee shall comply with the attached list of US Coast Guard Regulations.
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 Jeff Richter, Regulatory Division, telephone
[phone].
Sincerely,
Enclosure
Copies Furnished (with encl):
Chief, Source Data Unit
NOAA\National Ocean Service
ATTN: Sharon Tear N/CS261
1315 East-West Hwy, Rm 7316
Silver Spring, Maryland 20910-3282
Mr. John Dorney
Division of Water Quality
North Carolina Department of
Environment and Natural Resources
1621 Mail Service Center
Raleigh, North Carolina 27699-1621
Mr. William L. Cox, Chief
Wetlands Section - Region IV
Water Management Division
U.S. Environmental Protection Agency
61 Forsyth Street, SW
Atlanta, Georgia 30303
Mr. Doug Huggett
Division of Coastal Management
North Carolina Department of
Environment and Natural Resources
1638 Mail Service Center
Raleigh, North Carolina 27699-1638
G. Wayne Wright, Chief
Regulatory Division
Dr. Garland B. Pardue, Field Supervisor
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. M. Ted Tyndall, District Manager
Morehead City Regional Office
North Carolina Division of Coastal Management
Hestron Plaza Two
151-B Highway 24
Morehead City, North Carolina 28557

40 0 40 80 120
GRAPHIC SCALE - FEET
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A T10N AS 70 THE PROMIONS ED ?.? i ? REGISTERED LAND SURVEYOR #L-3735
Trt11i HANG 8EA1 + •t`•?'q9 203 WEEP-N-OAKS
NEWPORT,
REOxIETTED LAW suRvE> Rtsl{ L-8l1 ii •.•V ¢`?? N.C. 28570
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