20021625 Ver 1_COMPLETE FILE_20021008

WA TF Michael F. Easley, Governor
? qpG William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
f Alan W. Klimek, P.E. Director
> Division of Water Quality
October 15, 2002
DWQ# 02-1625
Dare County
Ms. Juliette Prakken
16037 Innovation Drive
Colonial Heights, VA, 23834
APPROVAL of 401 Water Quality Certification with Additional Condition
Dear Ms. Prakken:
You have our approval, in accordance with the attached conditions, to fill 0.016 and shade 0.007 acre of coastal wetlands and
estuarine waters in order to construct a dock and bulkhead along the shoreline of a man-made canal to the Pamlico Sound adjacent to
your residence in Dare County, as described in your application received by the Division of Water Quality on October 8, 2002. After
reviewing your application, we have determined that this fill is covered by General Water Quality Certification Number 3371, which can be
downloaded from our web site at http://h2o.enr.state.ne.us/ncwetlands . This Certification allows you to use your CAMA Permit when
issued by the NC Division of Coastal Management. 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, Non-Discharge, Water Supply Watershed and U.S.
Coast Guard regulations. Also this approval will expire when the accompanying LAMA 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 in writing 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 and the additional condition
listed below:
1. You are required to return the attached Certification of Completion form to notify DWQ when all work included in the 401
Certification has been completed.
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 conforming to Chapter 150B of the North
Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This
certification and its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have any
questions, please telephone Tom Steffens or Deborah Sawyer in our Washington Regional Office at [phone] or Cyndi Karoly in
our Central Office in Raleigh at [phone].
AW K/cbk
Attachments
cc: Corps of Engineers Washington Field Office
Washington DWQ Regional Office
Central Files
File Copy
Gary Price, P.O. Box 591, Avon, NC, 27915
021625
N. C. Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 [phone] Customer Service
1 800 623-7748

DCM % DWQ %
Development Type FEE (14300 1601,435100093 1625 6253) (24300 1502 435100095 2341
non-commercial
private
I
,
.
development that does not Involve
$250
100%(S250) 0°n (50)
the Billing or excavation of any
wetlands or open water areas:
public or commercial development
11
.
that does not involve the filling or $400 100%. (5400) 0% (SO)
excavation of any wetlands or open
water areas:
III. For development that involves the
filling and/or excavation of up to 1
acre of wetlands and/or open water
areas, determine if A. B. C, or D
below applies:

lil(A). For private, non-commercial
development, if General water Quality $250 100%(S250) 0% (SO)
Certification No.3301 (see attached)
can be applied:
Inn- For public or commercial
development, if•General water Quality $400 100%(S400) 0% (SO)
Certification No.3301 (see attached)
can be applied:
111(C). If General Water Quality
Ceriifcation No. 3301 (see attached)
could be applied, but DCM staff
determined that additional review and
$400 60%(S240) 40% (S160)
written DWQ concurrence is needed
because of concerns related to water
quality or aquatic life:
ill(D). If General Water Quality
Certification No. 3301 (see attached) 5400 60%(S240) 40% (5160)
can not be applied:
IV. For development that involves
the filling and/oe excavation of more 5475 60%(S285) 40% (5190)
than one acre of wetlands and/or
open water areas:

DIVISION OF COASTAL MANAGEMENT FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Juliette Prakken
2 LOCATION OF PROJECT SITE: Lot 150, S. Albacore Dr, Hatteras Colony Subdivision, Avon,
Dare County, man-made canal to the Pamlico Sound
Photo Index - 2000: 174-2040, 14; 1995: 174-1784,H 11
State Plane Coordinates, X: 3041400 Y: 606000 GPS: C092517A
3. INVESTIGATION TYPE: CAMA/D & F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - September 25, 2002
Was Applicant Present - Yes (Agent)
5. PROCESSING PROCEDURE: Application Received Complete - September 25, 2002
Office - Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Dare County
Land Classification From LUP - Conservation
(B) AEC(s) Involved: Public Trust Area, Estuarine Waters, Estuarine Shoreline, Coastal Wetlands
(C) Water Dependent: yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - none; Planned - nothing additional
(F) Type of Structures: Existing - vacant lot; Planned - 75 ft of bulkhead & a 30 ft by 10 ft dock
(G) Estimated Annual Rate of Erosion: 1.0 ft.
Source - Applicant
7. HABITAT IMPACT DESCRIPTION: [AREA]
FXf ' A V A TFn FILLED SHADING
(A) Coastal Wetlands 150 sf (.003 A)
(B) US ACE Wetlands 375 sf (.008 A)

(C) Public Trust/Estuarine 225 sf (005 A) 300 sf (/007 A)
Waters
(D) Upland / Estuarine Shoreline 375 sf (.008 A)
(D) Total Area Disturbed: 1,125 st., (.026 A)
(E) Primary Nursery Area: No
(F) Water Classification: SA; closed to shellfish harvest
8. PROJECT SUMMARY: This project involves the construction of a dock and bulkhead stabilization
structure along the shoreline of a man-made canal to the Pamlico Sound in Hatteras Colony Subdivision,
Avon, Dare County.
Juliette Prakken, Dare County
FIELD INVESTIGATION REPORT
Page 2
Project Setting
The application site is located at lot 150, South Albacore Lane, Hatteras Colony Subdivision in
Avon, Dare County. The site consists of a 6,673 sf lot, with a total of 75 if of shoreline along a
man-made canal that connects to the Pamlico Sound. Martin and Juliette Prakken are the owners of
this property, and this-property exists solely as a vacant lot. The adjacent property, to the east, is
owned by Stephen Hovanec, and the shoreline of this lot is stabilized with a conventional wooden
bulkhead. A single-family structure and a dock are also located on this property. The adjacent
property, to the west, is owned by Joseph Pankiewicz. This property is a vacant lot .with a
bulkhead shoreline stabilization structure.
This lot has a level grade, and has a reported elevation of 4.5 ft above the NWL. The soils on this
lot are sandy with more organic-hydric type soils located directly adjacent to the shoreline. This
lot is vegetated in mostly Myrica cerifera, Juniperus virginianna, and Spartina patens, as well as
other trees, shrubs, grasses, and vines. The area directly adjacent to the shoreline is vegetated in a
2-foot wide Juncus roemerianus, Spartina patens, and Distichlis spicata coastal wetland fringe that
gives way to a 5 ft wide fringe of Borrichia frutescens, Baccharis halimifolia, and Spartina patens.
Evidence of shoreline erosion exists along portions of the shoreline of lot 12. Portions of this
shoreline are being undercut, and a 12-inch high escarpment is present beneath the existing
wetland fringe along the entire shoreline. The application states that 1 ft of erosion has occurred
within the last year.
The canal width is approximately 100 ft. The water depth at this site, at a distance of 10 ft
offshore, is approximately 2.5 ft. The canal bottom consists of predominately sand with little
organic material. No significant areas of submerged aquatic vegetation were observed along the
shoreline during the application site visit. The waters of this canal carry the same water
classification as the Pamlico Sound. The North Carolina Environmental Management Commission
has designated these waters as `SA' waters (suitable for shellfish propagation and harvesting);
however, the waters in this vicinity are closed to the commercial harvest of shellfish. During the
site visit, no shellfish were observed along the water bottom in the vicinity of this project. Juvenile
finfish were observed in waters along the shoreline.
The Coastal Resources Commission (CRC) has also designated these waters as Public Trust Area
and Estuarine Water Areas of Environmental Concern (AEC). In addition, under the designation
of the CRC, the Estuarine Shoreline AEC extends in a contour of 75 ft landward of the NWL. The
CRC has also designated coastal wetland vegetated areas, like the one described above, as a
Coastal Wetland AEC. The North Carolina Marine Fisheries and Wildlife Resources Commissions
classify the waters of the Pamlico Sound as Coastal Waters.
Juliette Prakken, Dare County
FIELD INVESTIGATION REPORT
Page 3
Project Description
The applicant proposes to stabilize the shoreline of lot 150 with a wood bulkhead, and tie this
structure into the existing bulkhead structures on the adjacent lots to the east and west. A 15 ft
long return wall will be installed between lots 150 and 151 (Hovanec). The bulkhead alignment
will extend waterward an average of 3 ft beyond the NWL, and on the east side, will extend
approximately 5 ft waterward of the adjacent bulkhead. The proposed bulkhead will be constructed
of treated wood, and the tieback area will be backfilled with sand from an off-site source. This
bulkhead alignment will result in the placement of approximately 5 cy of fill material below the
NWL. The applicant also wishes to construct a 30 ft by 10 ft dock waterward of the new bulkhead
alignment, near the center of the lot. This dock will be situated 22.5 ft from each adjacent
property, and outside of the adjacent riparian corridors. This proposal does not include any
maintenance excavation of the adjacent canal bottom areas beyond the bulkhead alignment.
Anticipated Impacts
The proposed bulkhead alignment will result in the filling of approximately 225 sf of Public Trust
Area and Estuarine Waters. This project will also result in the filling and associated loss of
approximately 75 sf of the existing coastal wetland and U. S. Army Corps of Engineers
jurisdictional wetland fringe habitat within Estuarine Shoreline. The overall land, water, and
wetland losses, or disturbance within the Estuarine System, associated with the project, will be
approximately 1,125 sf.
An inspection of available mapping data on cultural resources revealed that several archaeological
or cultural resource sites have been recorded on the available maps in the close vicinity of this
project. These may be located on this, or adjacent lots. Due to the map scale of these available
resource location maps, it was not possible to determine the exact location of these indicated
resources. These maps have not been updated in at least 10 years, and potential exists for impacts
to cultural or historical resources.
The proposed shoreline stabilization structure and filling activity will result in an increase in
turbidity levels, at least temporarily, along this portion of this waterway. The placement of a
bulkhead structure may result in alteration of the shallow water bottom habitat adjacent to the
existing shoreline. The proposed structure will reduce the erosion of the shoreline of this lot, and
in turn, may result in a reduction of the long-term turbidity associated with erosion of some un-
stabilized shorelines. This structure's placement between the two existing bulkhead structures
should reduce any erosion that has been occurring behind the return walls of these neighboring
structures.
Juliette Prakken, Dare County
FIELD INVESTIGATION REPORT
Page 4
The proposed dock structure will result in the shading of 300 sf of Public Trust Area and Estuarine
Waters. The proposed dock structure will not be located within any adjacent riparian corridors.
The proposed structures, and their construction, will not interfere with any riparian access or
public trust concerns along this canal, and this proposal does not include any maintenance
excavation of the adjacent canal water bottom. This project may have the potential to impact
archaeological, or cultural resources that have been identified on existing cultural resource location
maps.
Submitted by: Dennis W. Hawthorn
Date: October 2, 2002
APPLICATION
1. APPLICANT
a. Landowner:
Name Juliette Prakken
Address 16037 Innovation Drive
City Colonial Heights State Va.
Zip 23834 Day Phone [phone]
Fax
(To be completed by all Applicants)
... CFEIVED
SEP 1 8 2002
NiANAGEMENT
f i_.1.2"ABETH CITY
b. City, town, community or landmark
» AvD4
c. Street address or secondary road number LOT 1 SL) y-r4
ffQM Ma +1?*Yp'hk 50u ? Al &4r-CW D!Z
d. Is proposed work within city limits or planning
jurisdiction? X Yes No
e. Name of body of water nearest project (e.g. river
creek, sound, bay) Pamlico Sound
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
b. Authorized Agent:
Name Gary Price
Address P.o. Box 591
City Avon, State NC
Zip 27915 Day Phone [phone]
Fax [phone]
c. Project name (if any)
Note: Permit will be issued in name of landowner(s), and/or
project name
2. LOCATION OF PROPOSED
PROJECT
a. County Dare
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier,
and excavation and/or filling activities.
Construct Bulkhead & Dock
b. Is the proposed activity maintenance of an
existing project, new work, or both? New
c. Will the project be for public, private or
commercial use Private
d. Give a brief description of purpose, use, methods
construction and daily operations of proposed
project. If more space is needed, please attach
additional pages. Erosion control storm and
flood protection: and Mooring
Residential: Mechanical and Manual labor
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 6.673.58 sa ft
b. Size of individual lot(s) n/a
c. Approximate elevation of tract above MHW or
NWL 4.5
m. Describe existing wastewater treatment facilities.
none
n. Describe location and type of discharges to waters
of the state. (For example, surface runoff,
sanitary wastewater, industrial/commercial affluent
"wash down" and residential discharges.).
Surface Runoff
d. Soil type(s) and texture(s) of tract
sand
e. Vegetation on tract Indigenous Upland &
wetland
o. Describe existing drinking water supply source.
County Water Supply
f. Man-made features now on tract none
g. What is the CAMA Land Use Plan land classification
of the site? (consultthe%alland use plan)
X Conservation Transitional
Developed Community
Rural Other
h. How is tract zoned by local government?
Residential
i. Is the proposed project consistent with the applicable
zoning? X Yes No
(attachzoningcompllance certificate, ifapplicable)
j. Has a professional archaeological assessment been
done for the tract? Yes X No
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes X No
1. Are there wetlands on the site? X Yes No
Coastal (marsh) X Other no
If yes, has a delineation been conducted? no
21 ew, , -70
SatL-; V+S?T c1.-25--0-Z,
5. ADDITIONAL INFORMATION
In addition to the completed application form, the following
Items must be submitted:
A copy of the deed (with state application only) or other
instrument under which the applicant claims title to the
affected properties. If the applicant is not claiming to be
the owner of said property, then forward a copy of the deed
or other instrument under which the owner claims title, plus
Written permission to carry out the project.
An accurate, dated work plat (including plan view and
cross-sectional drawings) drawn to scale in black ink
on 8 1/2" by 11" white, paper. (Refer to Coastal Resources
Rule 71.0203 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 an adequate number
of quality copies are provided by the applicant. (Contact
the U.S. Army Corps of Engineers regarding that agency's
use of larger drawings.) A site or location map is part of plat
requirements and it must be sufficiently detailed to guide
agency personnel unfamiliar with the area to the site. Include
highway or secondary road numbetspnm hefke.
-SEP 1 8 `1002
COAST,-"L k4ANAGEMENT
Ei.IZABEI'H CITY
A Stormwater Certification, if necessary.
A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return receipts as proof that such owners
have received a copy of the application and plats
by certified mail. Such landowners must be advised
that they have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management.
Upon signing this form, the applicant further certifies
that such notice has been provided.
Name Joseph Pankiewicz
Address 635 Parkway Ave.
Trenton. N1., 08618
Name Stephen Hovanec
Address 475 Snyder Hill, Road
Ithaca. NY., 14850
Name
Address
Phone
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.
Environmental Policy Act (N.C.G.S. 113A- 1 to
10) If the project involves the expenditure of public
funds or use of public lands, attach a statement
documenting compliance with the North Carolina
Environment Policy Act.
6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND
I understand that any permit issued in response to this application will
allow only the development described in the application. The project will
be subject to conditions and restrictions contained in the permit.
I certify that to the best of my knowledge, the proposed activity complies
with state of North Carolina's approved Coastal Program and will be
conducted in a manner consistent with such program.
I certify that I am authorized to 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 21St day of August , 2002
Print Name Gary Price
Signature r
Landow we utho&edAgent
Please indicate attachments pertaining to your proposed project.
% _DCM MP-2 Excavation and fill Information
DCM MP-3 Upland Development
x DCM MP-4 Structures Information
DCM MP-5 Bridges and Culverts
DCM MP-6 Marina Development
NOTE.' PLEASE SIGN AND DATE EA,CH,AT A90-Ni?(df, SPACE
PROVIDEDATTHEBOITOMOFEACHFORM e,i ?°
'SEP 3 8 1002
A statement of compliance with the N.C.
CGAS TA.L 'MANAGEMENT
ELIs.ABET>-I CITY
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 Permit Application relate
to this proposed project.
1. EXCAVATION n/a
a. Amount of material to be excavated below
MHW or MLW in cubic yard
Describe below the purpose of proposed excavation or
fill activities. All values to be given in feet.
Average Final
Existing Project
Length Width Depth Depth
Access
channel
(MLW) or (NWL)
Canal
Boat
basin
b. Type of material to be excavated
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation?
d. Highground excavation in cubic yards
2. DISPOSAL OF EXCAVATED
MATERIAL n/a
a. Location of disposal area
Boat
ramp b. Dimensions of disposal area
Rock
breakwater
c. Do you claim title to disposal area?
Yes No
Other
(Excluding
shoreline d. Will a disposal area be available for future
stabilization) Maintenance? Yes No
If yes, where?
SEP 1 8,20N
k_;0 SST L (MANAGEMENT
ELV%A.BE T H CITY
e. Does the disposal area include any coastal wetlands
(marsh), SAV's or other wetlands?
Yes No
f. Does the disposal include any area in water?
Yes No
If yes,
(1) Amount of material to be placed in the
water
(2) Dimensions of fill area
(3) Purpose of fill
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
X Bulkhead Riprap
b. Length 75'
c. Average distance waterward of MHW o NWL
3`
d. Maximum distance waterward of MHW or NWL
5`
e. Shoreline erosion during preceding 12 months
1' (observation)
(source of iuformadou)
f. Type of bulkhead or riprap material Wood
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap n/a
(2) Bulkhead 5
h. Type of fill material Sand
i. Source of fill material Upland Off Site
4. OTHER FILL ACTIVITIES n/a
a. Will fill material be brought to site?
Yes No
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 material be kept on site
and erosion controlled? N/A
b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)? Backhoe
c. Will wetlands be crossed in transporting equipment
to project site? Yes X No
If yes, explain steps that will be taken to lessen
environmental impacts
Juliette Prakken
Applicant or Project Name
Signature
4115/-, v
Date

EP 1 R 2002
A01 -;'0A,,N,'AGEMEW
_-J . -1-;,? 111 CITY
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA e. Mooring buoys n/a
Major Permit, Form DCM-MP-1. Be sure to complete (1) Commercial Community Private
all other sections of the Joint Application which relate (2) Number
to.this proposed project. (3) Description of buoy
(color, inscription, size, anchor, etc)
a. Dock(s) and/or Pier(s)
(1) Commercial Community _A _Private
(2) Number 1
(3) Length 30'
(4) Width 10'
(5) Finger Piers Yes x No
(i) Number
(ii) Length
(iii) Width
(6) Platform(s) Yes x No
(i) Number
(ii) Length
(iii) Width
(7) Number of slips proposed 1
(8) Proximity of structure to adjacent riparian
property lines 122,5 r i
(9) Width of water body 100'
(10) Water depth at waterward end of pier at
MLW or NWL -2.5'
b. Boathouse (including covered lifts) n/a
(1) Commercial Private
(2) Length
(3) Width
c. Groin (e.g. wood, sheetpile, etc.) n/a
(1) Number
(2) Length(s)
d. Breakwater (e.g.) wood, sheetpile, etc.) n/a
(1) Length
(2) Average distance from MHW, NWL or
wetlands
(3) Maximum distance beyond MHW, NWL or
wetlands
(4) Width of water body
(5) Distance buoy)s) to be placed beyond
shoreline
f. Mooring structure (boatlift, mooring pilings, etc.)
(1) Commercial Community Private
(2) Number
(3) Length
(4) Width
g. Other (Give complete description) n/a
Applicant Juliette Prakken
Signature,
Date

SEP
COASTAL MANAGEMEW
ELIZ,'IBETH CITY
SITE
PROPOSED DOCK L MATERIALS:
+L ALL WOOD 2.5 CCA TREATED HATTEI
ALL HARDWARE HD GALV.
T&G SHEETING (2'X 81
eP PILING (8' X 10' •16') WAHOO
TIE BACK RODS(12') SEASHORE
TIE BACK PILES (B' X 6') LVp' SANDFIDD
NN,L \ DOCK FRAMING AND DECKING (2'X 8')
UND PROPOSED BULKHEAD O z
EaISTTNG G9 WITH FILTER CLOTH DRIVE AN LFISH
TYPICAL SECTION Z
SAILFISH LN.
(11 = 3,)
n
?? - COBIA WAY BEACHCOMBER DR.
`- - ?_ - - ?_ - - BONITOROAD -? AVON, NC
' -ANAL ooo, w1D, - LOCATION SKETCH, NOT TO SCALE
TIETOBULKHEAD ' N79-45100- 2
OFOTHERS 75.00'?.?W -
EXISTING BULKI- iEAD --- o I - ?yyD?Y
30' 2 OS QRDI
N
_ 2.5' PROPOSED DOCK PRO PROpSp11ED ULK EAD -€C7t0_NJ ?
O -?NMQL AND' LDS RVEYS.
Lr; ESCARPMENT
MITOFBACKFILL = =
E
o° EXISTING BULK A[ -_ ? ? E ~
LOT 149 _
(PANKIEWICZ) o°
° R
1 LOT ISO '- 3"gFFER
0 0.15 acres It
\ 6,673.58 sq ft ?? II
' LOT 151
(HOVANEC)
L I n
w
I ' W 1'
$' trT 11
L 1 ? ? _ _ I 11
m
ESTUARINE SHORE(INE ' O '? ?
z
8 J R q?2q?, Z 641°24'35' IL c'mi
?C ??O' S> R=50.00' L=36.14' I I
?Cg ss-?6. LC=35.36' -
s90 q LCB=S 59°02'43' E
V l' i
F 8.86' -_ 1
V~ -V S79 °Q5' L BOUNDARYONEACCO OR we
d E "`° _
SO -V iV SOU H ALBAOORE ENE 15 BOUNDARY ON N O Cf1UN 4.
C -'U ARY Of SF
H Ap ^?O V ' NORTH SIDE OF
UT UA RE LANE -`?-----?-?,

LEGEND / -!- - -
? EXISTING CONCRETE MONUMENT
U EXISTING IRON STAKE
C PK NAIL
(b UTILITY POLE LOT 144
h FIRE HYDRANT
• SET IRON STAKE
)k COASTAL WETLAND FRINGE -
1,Q, PROPOSED ELEVATION
/ 30 20 10 0
' IVED
SEP 1 8 2002
PLAN PREPARED BY:
GARY PRICE
6y
II _
I ' Y
1 LOT 143
1
1
1 LOCATED IN THE SOUTHEAST QUADRANT 1
OF INTERSECTION OF PORPOISE PLACE 1
I AND SOUTH ALBACORE LANE.
WATERFRONT CONSTRUCTION PLAN FOR
JULIETTE PRAKKEN
LOT 150, SECTION 4,
HATTERAS COLONY
AVON, NC
Township County
DARE State
NORTH CAROLINA
KINNAKEET
Fr F.I.R.M. Zone Pin Number
01 0640 09 16 5096
AE
Base Flood Elevation Zoning
FRecorded 8.00'
Community/Panel/Suffix R-1
Average Ground Elevation
375348 0810 E
MEMORANDUM
TO: John Dorney Regional Contact: tom steffens
Non-Discharge Branch WQ Supervisor: Rncger Thorpe
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Juliette Prakken County Dare
Project Number 02 1625 County2
Recvd From DCM Region Washington
Received Date 10/8/02 Recvd By Region
Project Type dock and bulkhead..
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet am
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
LAMA OTH KT O N ? 30-22 SA ? x(1,154. 0.03 F__ F- IF-
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? 0 Y 0 N Did you request more info? 0 Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N
Is Mitigation required? 0 Y O N Recommendation: 0 Issue 0 Issue/Coed 0 Deny
Provided by Region: Latitude (ddmmss)
Longitude (ddmmss)
Comments:
Issue n/c
cc: Regional Office
Central Office Page Number 1