19980735 Ver 1_COMPLETE FILE_19980727

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
6TF?';W'J
AwAftft
NC ENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
November 10, 1998
Perquimans County
WQC 401 Project # 980735
APPROVAL of 401 Water Quality Certification
Mr. William Finck
1404 Campostella Road
Chesapeake, NC 23320
Dear Mr. Finck:
You have our approval, in accordance with the attached conditions, to place fill material in 0.96 acres of wetlands or
waters for the purpose of constructing a bulkhead, pier and boathouse, as you described in your application dated October
30, 1998. After reviewing your application, we have decided that this fill is covered by General Water Quality
Certification Number 3112. In addition, you should get any other federal, state or local permits before you go ahead with
your project including (but not limited to) Sediment and Erosion Control, Coastal Stormwater, Non-Discharge and Water
Supply Watershed regulations. Also this approval will expire when the accompanying 404 or CAMA permit expires
unless otherwise specified in the General Certification. This Certification replaces one issued to you on September 17,
1998.
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. 27611-7447. This certification and its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you
have any questions, please telephone John Domey at 919-733-1786.
Sincerely,
Ho _ ward, Jr. P.E.
pne w
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Washington Field Office
Washington DWQ Regional Office
Mr. John Dorney
Central Files
John Parker; DCM
980735.1tr
Division of Water Quality • Environmental Sciences Branch
Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone]
FAX [phone]
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r ??b

NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF COASTAL MANAGEMENT
/ERR
October 30, 1998
MEMO TO: John Dorney
FROM: Doug Huggett -
SUBJECT: CAMA Major Permit application for Mr. William Finck
WAYNE MCDEVITT
SECRETARY Mr. Finck originally applied for a shoreline stabilization project which was going to
utilize concrete "Jersey" style median barriers to stabilize approximately 3 miles for
estuarine shoreline in Perquimans County. All of the barriers were to be placed at or
above the mean high water line with backfill. Based upon Mr. Finck's original
"k"'OFPITT application, a General Water Quality Certification (copy enclosed) was issued for the
x proposed development. However, during the course of the CAMA permit review,
F several agencies (specifically, The Division of Coastal Management, the Corps of
Engineers, the Wildlife Resources Commission, the Division of Marine Fisheries, and
the US Fish and Wildlife Service) questioned the feasibility of the design and the
' potential environmental consequences resulting from the anticipated failure of the
structure, and advised that Mr. Finck should pursue ripraping of the shoreline as
opposed to the concrete barrier proposal. After a great deal of negotiations, Mr. Finck
finally agreed to re-design the project to utilize sloping riprap. The landward toe of
the riprap will follow the original alignment of the concrete barriers. However, due to
the need to provide a stable front slope, some of the riprap material will need to be
placed below the mean high water level. The riprap will average a waterward distance
`. from the mean high water of approximately 3 feet along the 14,500 linear feet of
shoreline. I anticipate that this additional fill within waters of the State will
necessitate a modification or re-issuance of the original 401 Certification.

With the above mentioned information in mind, I am submitting to your office the
enclosed revised permit drawings for Mr. Finck's proposal, as well as the original
application forms and bio-report. In accordance with NCAC T15A:07J, the Division
did not determine Mr. Finck's revision to be a major change, and therefore did not
request a revised permit application. In that Mr. Finck has agreed to a more
environmentally sound project design, I would like to be able to provide a rapid turn-
around. Therefore, any efforts that you can undertake to expedite the 401 review of
this modification would be appreciated. Please feel free to contact me if you require
any additional information.
P.O. BOX 27687, RALEIGH, NC 2761 1 -7687 / 2728 CAPITAL BLVD., RALEIGH, NC 27604
PHONE [phone] FAX [phone]
AN EQUAL OPPORTUNITY /AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED/10% POST-CONSUMER PAPER
I
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
September 17, 1998
Perquimans County
WQC 401 Project # 980735
APPROVAL of 401 Water Quality Certification
Mf . William Finck
1404rCamp6stella Road
Chesapeake, NC 23320
Dear Mr. Finck:
You have our approval, in accordance with the attached conditions, to place fill material in 6.7 acres of wetlands or
waters for the purpose of constructing a bulkhead, pier and boathouse, as you described in your application dated July 27,
1998. „After,reviewing your application, we have decided that this fill is covered by General Water Quality Certification
Iun?ez??112? ? 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
?-l Watershed regulations. Also this approval will expire when the accompanying 404 or 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 a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you
have any questions, please telephone John Domey at 919-733-1786.
P.res Howard, r. P.E.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Washington Field Office
Washington DWQ Regional Office
Mr. John Dorney
Central Files
John Parker; DCM
980735.1tr
Division of Water Quality • Environmental Sciences Branch
Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone]
FAX [phone]
An Equal Opportunity Affirmative Action Employer • 50% recycled/10% post consumer paper

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: William E. Finck
2. LOCATION OF PROJECT SITE: End of SR 1300, Perquimans County, Little River and Albemarle
Sound
Photo Index - 1995: See attached sheet
State Plane Coordinates - X: 2829100 Y: 869350 Quad: Stevenson Point
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 8 June 1998
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received - 11 June 1998
Office - Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Perquimans County
Land Classification From LUP - Conservation
(B) AEC(s) Involved: PTA, EW, ES
(C) Water Dependent: Yes-
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - Septic drain field
Planned - N/A
(F) Type of Structures: Existing - Single family dwelling, barns
Planned - Bulkhead, pier, boathouse
(G) Estimated Annual Rate of Erosion: 6'-8'
Source - Applicant
7. HABITAT DESCRIPTION: [AREA]
DREDGED FTT.T.F.D OTNFR
(A) Estuarine Waters, Public 3,995 sq.ft. Shaded-
Trust Area
(B) Non-Vegetated Wetlands
(C) Other 290,000 sq.ft.
Estuarine Shoreline Filled & aded
(D) Total Area Disturbed: 293,995 sq.ft. (6.75 acres)
(E) Primary Nursery Area: No
(F) Water Classification: Little River-SC; Albemarle Sound-SB Open: N/A
8. PROJECT SUMMARY: The applicant proposes to construct 14,500 ft. of concrete bulkhead along the
shoreline, a 6' x 480' pier with a 12' x 20' deck, a 25' x 35' boathouse and four mooring pilings for a 14'
x 30' boatslip.
Photo Index -
162-1659
162-1660
162-1661
Photo Index -
121-22
121-21
121-20
121-19
Photo Index -
117-823
118-824
118-825
118-826
Photo Index -
130-1309
130-1310
129-1645
IF
1995:
D-3 to P-1
K-1 to R-24 and D-21 to K-24
I-10 to N-24
1989:
5-14 to I-24
R-5 to L-24
G-1 to 0-24
H-1 to 0-16
1984:
A-6 to I-20
E-10 to O-1
H-1 to P-24
F-20 to G-24
1978:
D-6 to J-24
G-1 to A-19
M-6 to X-12
r IT
William E. Finck
Bio Report
Page Two
The applicant's property consists of 631 acres located at the end of SR 1300, New Hope
Township, Perquimans County, North Carolina and adjacent to the Little River and the
Albemarle Sound. The property has 482 acres under cultivation for cash crop production,
approximately 10 acres of wooded wetland, and the remainder is either wooded or pasture.
The property has approximately 10,400 feet of shoreline along the Little River and
approximately 5,200 feet of shoreline along the Albemarle Sound. Adjacent property consists
of residential subdivisions, each with bulkheading along the shoreline. The property has an
elevation of six feet above normal water level (NWL) except in the wetland areas where the
elevation is closer to one foot above NWL. The shoreline of the property has experienced
severe erosion and an almost vertical erosion escarpment exists landward of NWL. Other
evidence of the erosion include live trees that have fallen in the water due to undercutting and
current field crops present on small sections of land that have been surrounded by water. Live
field crop vegetation is also evident along the shoreline and below the NWL. The applicant
estimates the Albemarle Sound shoreline has eroded 8 ft. in the last year and portions of the
Little River shoreline have eroded up to 6 ft.
The waters of the Little River in this area are classified as SC and the waters of the
Albemarle Sound in this area are classified as SB by the Division of Environmental
Management and both water bodies are undesignated for shellfish taking by the Division of
Environmental Health, Shellfishing Sanitation Section.
In order to protect his property from erosion, the applicant proposes to construct 14,500
ft. of concrete bulkhead along the shoreline. The applicant proposes to use precast concrete
interlocking traffic barriers for the bulkhead structure. The barrier units are to be placed
landward of the NWL and along a graded area to facilitate the placement of the units. The
applicant proposes to backfill and grade the area behind the bulkhead structure to a 3:1 slope
and to create a permanent vegetative buffer in this area. The shoreline stabilization is
proposed for all of the non-wetland shoreline on the property. An existing agricultural ditch
that drains to the Albemarle Sound will be channeled through the proposed bulkhead structure
by a 24" reinforced concrete pipe.
In order to access the Little River, the applicant proposes to construct a 500 ft. long
pier, boathouse and platform. The pier as proposed, will be 6' x 480', the boathouse 25' x
35' and the platform 12' x 20'. Four mooring pilings are also proposed for a single boatslip.
The applicant proposes a flat roof for the boathouse to be used as an observation deck.

William E. Finck
Bio Report
Page Three
Anticipated Impacts
The placement of the concrete bulkhead structure and the associated backfilling and
grading will result in approximately 290,000 sq.ft. of land disturbance in the Estuarine
Shoreline Area of Environmental Concern (AEC). The construction of the pier, boathouse and
platform will shade 3,995 sq.ft. of Estuarine Waters (EW) and Public Trust Area (PTA) and
the boatslip will capture 420 sq.ft. of EW and PTA. The pier length will allow the applicant
to access a water depth of approximately 4 feet. The existing water depth at 200 ft. from
shore is 2 ft. The project will result in localized turbidity as a result of the construction
activity.
Submitted by: Frank A. Jennings, III
Date: 7 July 1998
Form DCM-MP-1

APPLICATION AUG 2 1 1997
(To be completed by all applicants)
b. City, town, community or landmark
New Hope Township
1. APPLICANT
a. Landowner:
Name William E. & Ann L. Finck
Address 1404 Campostella Road
City ' Chesapeake State VA
Zip 23320 Day Phone [phone]
Fax
b. Authorized Agent:
Name J. Gregory Dodd
Address 300 George Washington Hwy. N.
City Chesapeake State VA
Zip 23323 Day Phone [phone]
Fax [phone]
C. Project name (if any) Leigh Farm
Shor lin Stabilization
NOTE: Perndt will be Wiwd in name of Zw downer(s), and/or
project name.
2. LOCATION OF PROPOSED
PROJECT
a. County Perquimans
c. Street address or secondary road number
S.R. 1300, Land's End
d. Is proposed work within city limits or planning
jurisdiction? Yes X No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) ILi rt1 e Ri v(-r (N)
Albermarle Sounds)
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.
Bulkhead, Pier. Boathouse. Mooring
Piles @ Pier's End, Backfill Bulkhead
b. Is the proposed activity maintenance of an existing
project, new work, or both? -New Stabilization
c. Will the project be for public, private or commercial
use? Private (note: preservation of agri-
cultural use also services public).
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. Purpose: shoreline stabil=
ization of rapid erosion. Method of
const: place precast bulkhead landward
of NWL. Backfill using 3 Hor, to 1 vert.
slope, creating this slope requires _
-cutting and grading of existing shear
bank (cut used as backfill).
Revised 03/95
Form DCM-MP-1 QUA 2
4: LAND AND WATER
CHARACTERISTICS
a. Size of entire tract
631 Ac
b. Size of individual lot(s) No dPVPi mkt •proposed
c. Approximate elevation of tract above MHW or
NWL, 6 feet above NWL

m. Describe existing wastewater treatment facilities.
N/A
n. Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down" and residential discharges.)
agricultural drainage ditches onlv
d Soil type(s) and texture(s) of tract o. Describe existing drinking water supply source.
.
Sandy Cl ay County pulic water supply
e. Vegetation on tract Agricultural Crops,
f. Man-made features now on tract Misc. sheds/
ADDITIONAL INFORMATION
5
barns outside of AEC. .
g. What is the CAMA Land Use Plan land In addition to the completed application form, the
classification of the site? (co?=Lr ae local land use plam) following items must be submitted:
Conservation Transitional '8 A copy of the deed (with state application only) or
_ -Developed Community
other instrument under which the applicant claims title
X Rural X Other Agricultural to the affected properties. If the applicant is not
h. How is the tract zoned by local government? claiming to be the owner of said property, then
forward a copy of the deed or other instrument under
Agricultural uses which the owner claims title, plus written permission
i Is the proposed project consistent with the applicable from the owner to carry out the project.
. zoning? X Yes No (Note: No new
(Aaach zoning aomptm,ce cenifiaue, ifappacbk) development dated work (including view
'8 An accurate, plat ( g p
proposed:) and cross-sectional drawings) drawn to scale in black
j. Has a professional archaeological assessment been ink on an 8 112" by 11" white paper. (Refer to
done for the tract? Yes X No* Coastal Resources Commission Rule 7J.0203 for a
If yes, by whom? detailed description.)
Is the project located in a National Registered
k Please note that original drawings are preferred and
.
Historic District or does it involve. a National only high quality copies will be accepted. Blue-line
Register listed or eligible property? prints or other larger plats are acceptable only if an
*
X N adequate number of quality copies are provided by
o
Yes applicant. (Contact the U.S. Army Corps of
_
L Yes No..
Are there wetlands on the site?
1 Engineers regarding that agency's use of larger
_
.
Coastal (marsh) Other X drawings.) A site or location map is a part of plat
has a delineation been conducted? Yes
If yes requirements and it must be sufficiently detailed to
,
(Anach aocumenwaon, if available) *-* guide agency personnel unfamiliar with the area to the
*Note: Original farm house has been subdivided out of overall, tract & may have had__national
register recognition.
Henry Wicker with the US ACOE has performed Jurisdictional determination as well -as Bill
Blackwell with Natural Resources Conservation Service (See attachments).
Revised 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
X Bulkhead Riprap
b. Length 14500 ft.
c. Average distance waterward of MHW or NWL
None- n1 l to he -pl ared landward of W._
d. Maximum distance waterward of MHW or NWL
N/A
(2) Purpose of fill
5. GENERAL
a. How will excavated or fill material be kept on site
e. Shoreline erosion during preceding 12 months and erosion controlled? 3:1 slope w; 1 1 he
6 to 8 ft. (1996_& 197 oat crop intact established from top of bulkhead.
(source ofinformarion) in caved soil) Established slope will be permanently
vegetated.
f.. Type of bulkhead or riprap material Precast
concrete interlocking traffic barriers
g. Amount of fill in cubic yards to be placed below
water level None
(1) Riprap
(2) Bulkhead backfill
h. Type of fill material Existing native soils
b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)?
Dozer or front end loader for leveling
sand for placement of precast bulkhead
by use of backhoe.
c. Will wetlands be cr5ssed in transporting equipment
to project site? Yes X No
If yes, explain steps that will be to cT"en to lessen
environmental impacts.
i. Source of fill material + fill Arn- tract
upland of AEC if required.
4. OTHER FILL ACTIVITIES N/A
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
Yes No
If yes,
(1)
(2)
Amount of material to
water
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
>_EI&-7H FAt2M S LI,,JG 5TAgtu--2--.
by J . &4? F.C7e< r
Applicant or Project Name
P ?.
Lure
A.an,ist 4. 1997
Date
be placed in the
Revised 03/95
Form DCM-1 fP-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
X Bulkhead Riprap
b. Length 14500 ft.
c. Average distance waterward of MHW or NWL
None, all to ha :larpd landward of NWT,_
d. Maximum distance waterward of MHW or NWL
N/A
e. Shoreline erosion during preceding 12 months
6 to 8 ft. (1996 & '97 oat crop ini
(Source of information) in caved soil)
f. Type of bulkhead or riprap material Precast
concrete interlocking traffic barriers
g. Amount of fill in cubic yards to be placed below
water level None
(1) Riprap
(2) Bulkhead backfill
h. Type of fill material Existing native soils
i. Source of fill material + 611 Arre tram
uDland of AEC if required.
4. OTHER FILL ACTIVITIES N/A
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
Yes No
If yes,
(1) Amount of material to
water
(2) Dimensions of fill area
b.
(3) Purpose of fill
Will fill material be placed in
(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? 3:1 slope wi 11 he
established from toD of bulkhead-
Established slope will be permanently
vegetated.
b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)?
Dozer or front end loader for leveling
sand for placement of precast bulkhead
by use of backhoe.
c. Will wetlands be cr:,ssed in transporting equipment
to project site? Yes X No
If yes, explain steps that will be ti en to lessen
environmental impacts.
?E t C?t? FA2M S EU??r= 5VAE31 u 7-i-L.
by AUNT
Applicant or Project Name
P ?•
cure
ALxaust, 4. 1997
Date
be placed in the
coastal wetlands
Revised 03/95
Form DCM-MP-4
STRUCTURE'S
RECE'' 1.- -1
AUG 2 1 i
(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 X Private
(2) Number
(3) Length 500 f t.
(4) Width 6 ft.
(5) Finger Piers Yes X No
(i) Number
(ii) Length
(iii) Width
e. Mooring buoys N/A
(1) _ Commercial -Community _ Private
(2) Number
(3) Description of buoy
(Color, inscription, size, anchor, etc.)
(4)
(5)
f.
(6) Platform(s) X Yes No @ end of pier.
(i) Number
(ii) Length 20
(iii) Width 12
(7) Number of slips proposed 2
(8) Proximity of structure to adjacent riparian
property lines 2400 ft, south of
(9) Width of water body ±1 _ R mi 1 Ps
(10) Water depth at waterward end of pier at
MLW or NWL 3.4 ft.
b. Boathouse (including covered lifts)
(1) Commercial X Private
(2) Length 35 ft.
(3) Width 25 ft.
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
Width of water body -
Distance " buoy(s) to
shoreline
be placed beyond
Mooring structure (boatlift, ooring p 1 nii gs •etc.)
(1) - Commercial -Community X Private
(2) Number _4 ad iacent to platform @
(3) Length end of pier.
(4) Width
g. Other (Give complete description)
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State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
/ • •
NC ENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
September 17, 1998
Perquimans County
WQC 401 Project # 980735
APPROVAL of 401 Water Quality Certification
Mr. William Finck
1404 Campostella Road
Chesapeake, NC 23320
Dear Mr. Finck:
You have our approval, in accordance with the attached conditions, to place fill material in 6.7 acres of wetlands or
waters for the purpose of constructing a bulkhead, pier and boathouse, as you described in your application dated July 27,
1998. After reviewing your application, we have decided that this fill is covered by General Water Quality Certification
Number 3112. In addition, you should get any other federal, state or local permits before you go ahead with your project
including (but not limited to) Sediment and Erosion Control, Coastal Stormwater, Non-Discharge and Water Supply
Watershed regulations. Also this approval will expire when the accompanying 404 or CAMA permit expires unless
otherwise specified in the General Certification.
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 a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you
have any questions, please telephone John Dorney at 919-733-1786.
Since ely,
I
res n Howard, r. P.E.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Washington Field Office
Washington DWQ Regional Office
Mr. John Domey
Central Files
John Parker; DCM
980735.1tr
Division of Water Quality • Environmental Sciences Branch
Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone]
FAX [phone]
An Equal Opportunity Affirmative Action Employer • 50% recycled/10% post consumer paper
t
2.
9 8 0 ` 3 5 FIELD INVESTIGATION REPORT
• H 0%
APPLICANT'S NAME: William E. Finck
DIVISION OF COASTAL MANAGE]
State Plane Coordinates - X: 2829100 Y: 869350 Quad: Stevenson Point
LOCATION OF PROJECT SITE: End of SR 1300, Perquimans County,
Sound
Photo Index - 1995: See attached sheet
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 8 June 1998
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received - 11 June 1998
Office - Elizabeth City
6. SITE DESCRIPTION:'
(A) Local Land Use Plan - Perquimans County
Land Classification From LUP - Conservation
(B) AEC(s) Involved: PTA, EW, ES
(C) Water Dependent: Yes-
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - Septic drain field
Planned - N/A
(F) Type of Structures: Existing - Single family dwelling, barns
Planned - Bulkhead, pier, boathouse
(G) Estimated Annual Rate of Erosion: 6'-8'
Source - Applicant
7. HABITAT DESCRIPTION: [AREA]
DR FDrFT) FTT .T .FT) OTTJP'P
(A) Estuarine Waters, Public 3,995 sq.ft. Shaded__
Trust Area
(B) Non-Vegetated Wetlands
(C) Other 290,000 sq.ft.
Estuarine Shoreline Filled & graded
(D) Total Area Disturbed: 293,995 sq.ft. (6.75 acres)
(E) Primary Nursery Area: No
(F) Water Classification: Little River-SC; Albemarle Sound-SB Open: N/A
8. PROJECT SUMMARY: The applicant proposes to construct 14,500 ft. of concrete bulkhead along the
shoreline, a 6' x 480' pier with a 12' x 20' deck, a 25' x 35' boathouse and four mooring pilings for a 14'
x 30' boatslip.
Pho index -
X162-1659
162-1660
162-1661
Photo Index -
121-22
121-21
121-20
121-19
Photo Index -
117-823
118-824
118-825
118-826
Photo Index -
130-1309
130-1310
129-1645
1995:
D-3 to P-1
K-1 to R-24 and D-21 to K-24
I-10 to N-24
1989:
5-14 to I-24
R-5 to L-24
G-1 to 0-24
H-1 to 0-16
1984:
A-6 to I-20
E-10 to O-1
H-1 to P-24
F-20 to G-24
1978:
D-6 to 1-24
G-1 to A-19
M-6 to X-12
William E. Finck
Bio Report
Page Two
The applicant's property consists of 631 acres located at the end of SR 1300, New Hope
Township, Perquimans County, North Carolina and adjacent to the Little River and the
Albemarle Sound. The property has 482 acres under cultivation for cash crop production,
approximately 10 acres of wooded wetland, and the remainder is either wooded or pasture.
The property has approximately 10,400 feet of shoreline along the Little River and
approximately 5,200 feet of shoreline along the Albemarle Sound. Adjacent property consists
of residential subdivisions, each with bulkheading along the shoreline. The property has an
elevation of six feet above normal water level (NWL) except in the wetland areas where the
elevation is closer to one foot above NWL. The shoreline of the property has experienced
severe erosion and an almost vertical erosion escarpment exists landward of NWL. Other
evidence of the erosion include live trees that have fallen in the water due to undercutting and
current field crops present on small sections of land that have been surrounded by water. Live
field crop vegetation is also evident along the shoreline and below the NWL. The applicant
estimates the Albemarle Sound shoreline has eroded 8 ft. in the last year and portions of the
Little River shoreline have eroded up to 6 ft.
The waters of the Little River in this area are classified as SC and the waters of the
Albemarle Sound in this area are classified as SB by the Division of Environmental
Management and both water bodies are undesignated for shellfish taking by the Division of
Environmental Health, Shellfishing Sanitation Section.
In order to protect his property from erosion, the applicant proposes to construct 14,500
ft. of concrete bulkhead along the shoreline. The applicant proposes to use precast concrete
interlocking traffic barriers for the bulkhead structure. The barrier units are to be placed
landward of the NWL and along a graded area to facilitate the placement of the units. The
applicant proposes to backfill and grade the area behind the bulkhead structure to a 3:1 slope
and to create a permanent vegetative buffer in this area. The shoreline stabilization is
proposed for all of the non-wetland shoreline on the property. An existing agricultural ditch
that drains to the Albemarle Sound will be channeled through the proposed bulkhead structure
by a 24" reinforced concrete pipe.
In order to access the Little River, the applicant proposes to construct a 500 ft. long
pier, boathouse and platform. The pier as proposed, will be 6' x 480', the boathouse 25' x
35' and the platform 12' x 20'. Four mooring pilings are also proposed for a single boatslip.
The applicant proposes a flat roof for the boathouse to be used as an observation deck.
William E. Finck
Bio Report
Page Three
The placement of the concrete bulkhead structure and the associated backfilling and
grading will result in approximately 290,000 sq.ft. of land disturbance in the Estuarine
Shoreline Area of Environmental Concern (AEC). The construction of the pier, boathouse and
platform will shade 3,995 sq.ft. of Estuarine Waters (EW) and Public Trust Area (PTA) and
the boatslip will capture 420 sq.ft. of EW and PTA. The pier length will allow the applicant
to access a water depth of approximately 4 feet. The existing water depth at 200 ft. from
shore is 2 ft. The project will result in localized turbidity as a result of the construction
activity.
Submitted by: Frank A. Jennings, III
Date: 7 July 1998
Fonn DCM-,MP-1
APPLICATION
(To be completed by all applicants)
1. APPLICANT
L .Landowner:
Name William E. & Ann L. Finck
Address 1404 Campostella Road
City - Chesapeake State VA
Zip 23320 Day Phone [phone]
Fax
b. Authorized Agent:
Name J. Gregory Dodd
Address 300 George Washington Hwy. N.
City Chesapeake State VA
Zip 23323 Day Phone [phone]
Fax [phone]
C. Project name (if any) Leigh Farm
Shorelin Stahili7atinn
NOTE: Pernat will be issued in naive of landowner(s), mid/or
project name.
2. LOCATION OF PROPOSED
PROJECT
a. County Perquimans

AUG 2 1 1997
b. City, town, community or landmark
New HoDe Township
c. Street address or secondary road number
S.R. 1300, Land's End
d. Is proposed work within city limits or planning
jurisdiction? Yes X No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) Li t f-1 a R i vp r (N)
,
Albermarle Sound&s)
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.
Bulkhead, Pier. Boathouse Mooring
Piles @ Pier's End, Backfill Bulkhead
b. Is the proposed activity maintenance of an existing
project, new work, or both? New Stabilization
c. Will the project be for public, private or commercial
use? Private note: Dreservation of aari-
cultura use a so services public).
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. Purpose: shoreline stabil=
ization of rapid erosion. .Method of
const: place precast bulkhead landward
of NWL. Back-fill using 3 Hor, to 1 vert.
slope, creating this slope requires
cutting and grading of existing shear
bank (cut used as backfill).
Revised 03/95
Form' DCM-MP-1 QUA 2 i -
m. Describe existing wastewater treatment facilities.
4. LAND AND WATER N/A
CHARACTERISTICS
631 Ac n. Describe location and type of discharges to waters
a. Size of entire tract of the state. (For example, surface runoff, sanitary
b Size of individual lot(s) No deyol opine t- -imposed wastewater, mdustrial/commercial effluent, "wash
"
. and residential discharges.)
down
C. Approximate elevation of tract above MHW or agricultural drainage ditches onlv
N)WL 6 feet above NWL
d Soil type(s) and texture(s) of tract o. Describe existing drinking water supply source.
.
-Spndj ('lag County pulic water supply
e. Vegetation on tract Agricultural Crops.
f. Man-made features now on tract Misc. sheds/
ADDITIONAL INFORMATION
5
barns outside of AEC. .
g. What is the CAMA Land Use Plan land In addition to the completed application form, the
classification of the site? (Cowzdz the total land use plan.) following items must be submitted:
Conservation Transitional • A copy of the deed (with state application only) or
-Developed Community
other instrument under which the applicant claims title
X Rural X Other Agricultural to the affected properties. If the applicant is not
h. How is the tract zoned by local government? claiming to be the owner of said property, then
forward a copy of the deed or other instrument under
Agricultural uses which the owner claims title, plus written permission
i Is the proposed project consistent with the applicable from the owner to carry out the project.
. zoning? X Yes No (Note: No new
(Anac, zoning co„pliance eenifi«ue, if applicable) development
• An accurate, dated work plat (including plan view
. proposed:) and cross-sectional drawings) drawn to scale in black
j. Has a professional archaeological assessment been ink on an 8 1/2" by 11" white paper. (Refer to
done for the tract? Yes X No* Coastal Resources Commission Rule 77.0203 for a
If yes, by whom? detailed description.)
k Is the project located in a National Registered Please note that original drawings are preferred and
. Historic District or does it involve. a National only high quality copies will be acce=ted. Blue-line
Register listed or eligible property? prints or other larger plats are acceptable only if an
Yes X No* adequate number of quality copies are provided by
applicant (Contact the U.S. Army Corps of
1. Are there wetlands on the site? -!-Yes No - Engineers regarding that agency's use of larger
Coastal (marsh) Other X drawings.) A site or location map is a part of plat
If yes, has a delineation been conducted? Yes requirements and it must be sufficiently detailed to
(Anach domnienration. if available) *-* guide agency personnel unfamiliar with the area to the
*Note: Original farm house has been subdivided out of overall, tract & may have had:mational
register recognition.
x Henry Wicker with the US ACOE has performed Jurisdictional determination as well as Bill
Blackwell with Natural Resources Conservation Service (See attachments).
Revised 03/95
Form DCM-MP-1
199;
site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
6. CERTIFICATION AND PERMISSION
• A Stormwater Certification, if one is necessary.
• A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return receipts as proof that such owners
have received a copy of the application and plats
by certified mail. Such landowners must be advised
that they have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management. Upon signing this form, the applicant
further certifies that such notice has been provided.
Name Marv T. & Margaret Taylor Wood
Address 1336 Vd stover Ave. /Nor. VA 23507
Phone [phone]
Name Jack & Janice S. Thornton
Address 525 11th Avenue Circle NW/Hickory NC
Phone [phone]
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.
No prior permits issued; however. USACOE
has performed field work for jurisdictional
determination.
• 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.
TO ENTER ON LAND
I understand that any permit issued in response to this
application will allow only the development described in
the application. The project will be subject to conditions
and restrictions contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
I certify that I am authorized to grant, and do in fact,
grant permission to representatives of state and federal
review agencies to enter on the aforementioned lands in
connection with evaluating information related to this
permit application and follow-up monitoring of the
project.
I further certify that the information provided in this
application is truthful to the best of my knowledge.
"Only when accompanied by landowner.--
P
S
C/ 0
+n&Cpertaining Please ir/rA o to your proposed
project-
Y DCM MP-2 Excavation and Fill Information
N/A DCM MP-3 Upland Development
X DCM MP-4 Structures Information
N/A DCM MP-5 Bridges and Culverts
N/A DCM MP-6 Marina Development
NOTE. Please sign and date each attachment in the
space provided at the bottom of each form.
Revised 03195
This is the 44h day of ,?, 191)-7.
Form DCM-MP-2
EXCAVATION
AND FILL
(Except bridges and culverts)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
Describe below the purpose of proposed excavation or
fill activities. All values to be given in feet.
Access
channel
(MLVIr) or (NWL)
Canal
Boat
basin
Boat
ramp
Rock
groin
Rock
breakwater
Other
(Excluding .
shoreline
stabilization)
Average Final
Existing Project
Length Width Depth Depth

AUG 2 1 1997
1. EXCAVATION N/A
a. Amount of material to be excavated from below
MHW or NWL in cubic yards
b. Type of material to be excavated
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
2. DISPOSAL OF EXCAVATED
MATERIAL N/A
a. Location of disposal area
b. Dimensions of disposal area
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? Yes No
If yes, where?
Revised 03195
Form DCM-MP-2
e. Does the disposal area include any coastal wetlands If yes,
(marsh), SAVs or other wetlands? (1) Amount of material to be placed in the
Yes No water
(2) Dimensions of fill area
f. Does the disposal include any area in the water?
Yes No (3) Purpose of fill
b
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
X Bulkhead Riprap
b. Length
14500 ft.
c. Average distance waterward of MHW or NWL
None, all to beD 1arPd landward of W._
d. Maximum distance waterward of MHW or NWL
N/A
Will fill material be placed in
(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
e. Shoreline erosion during preceding 12 months and erosion controlled? 3:1 slope wi 11 hP
6 to 8 ft. (1996 & '97 oat crop intact established from top of bulkhead.
(Sourceofinformarion) in caved soil) Established slope will be permanently
vegetated.
f.. Type of bulkhead or riprap material Precast
concrete interlocking traffic barriers
g. Amount of fill in cubic yards to be placed below
water level. None
(1) Riprap
(2) Bulkhead backfill
h. Type of fill material Existing native soils
i. Source of fill material + 611 Arre tract
upland of AEC if required.
4. OTHER FILL ACTIVITIES N/A
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
Yes No
b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)?
Dozer or front end loader for leveling
sand for placement of precast bulkhead
by use of backhoe.
c. Will wetlands be cr3ssed in transporting equipment
to project site? Yes X No
If yes, explain steps that will be ti en to lessen
environmental impacts.
I.EtC'H FAt2M S ,iG 5TA61u-7_-.
by J. &,e 6C-_r?I< tx)lD', A4____eTl7
Applicant or Project Name
P ?.
cure
A,?n?ist 4. 1997
Date
coastal wetlands
Revised 03/95
Form DCM-MP-2
e. Does the disposal area include any coastal wetlands If yes,
(marsh), SAVs or other wetlands? (1) Amount of material to be placed in the
Yes No water
(2) Dimensions of fill area
f. Does the disposal include any area in the water?
Yes No (3) Purpose of fill
b. Will fill material be placed in coastal wetlands
3. SHORELINE STABILIZATION (marsh), SAVs or other wetlands?
Yes No
If yes,
a. Type of shoreline stabilization (1) Dimensions of fill area
X Bulkhead Riprap
(Z) Purpose of fill
b. Length 14500 f t . .
c. Average distance waterward of MHW or NWL
Nona, tall to hP :lnrarl landward of NWT._
d. Maximum distance waterward of MHW or NWL
N/A
5. GENERAL
a. How will excavated or fill material be kept on site
e. Shoreline erosion during preceding 12 months and erosion controlled? 3:1 slope wi 11 h,-
6 to 8 ft. (1996 & '97 oat crop intact established from top of bulkhead.
(Source of information) in caved soil) Established slope will be permanently
.1 . vegetated.
f. Type of bulkhead or riprap material Precast
concrete interlocking traffic barriers
g. Amount of fill in cubic yards to be placed below
water level None
(1) Riprap
(2) Bulkhead backfill
h. Type of fill material Existing native soils
i. Source of fill material + 611 Arre tract
upland of AEC if required.
4. OTHER FILL ACTIVITIES N/A
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
Yes No
b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)?
Dozer or front end loader for leveling
sand for placement of precast bulkhead
by use of backhoe.
c. Will wetlands be crDssed in transporting equipment
to project site? Yes X No
If yes, explain steps that will be tMen to lessen
environmental impacts.
L.EtC-;H FA12M SL 3E-I,)G S?61u? .
by . C?i2 ECG EN?r ^' ?- ?,I AC-PeNT'
Applicant or Project Name
Lure (J J
ALAIgLi5t, 4. 1997
Date
Revised 03195
Form DCM-MP4
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 ,X__ Private
(2) Number
(3) Length 500 f t.
(4) Width 6 ft.
(5) Finger Piers Yes X No
(i) Number
(ii) Length f.
(iii) Width
(6) Platform(s) _X Yes No @ end of pier.
(i) Number
(ii) Length 20
(iii) Width 12
(7) Number of slips proposed 2
(8) Proximity of structure to adjacent riparian
property lines 2400 ft. south of
(9) Width of water body +1 _8 m; 1_es
(10) Water depth at waterward end of pier at
MLW or NWL 3.4 ft.
b. Boathouse (including covered lifts)
(1) Commercial X Private
(2) Length 35 f t.
(3) Width 25 ft.
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
RECF!Vc7r^
AUG 2 j ico-
e. Mooring buoys N/A
(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
Mooring structure (boatlift, ooring p 1 nii gs •etc.)
(1) _ Commercial -Community X Private
(2) Number 4 adjacent to platform @
(3) Length end of pier.
(4) Width
g. Other (Give complete description)
l.M LC
T?-;end nVoc
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Mq,y;- :,r~;JPv~S, ~,I 51~ rl AVENUE CIRCi_ ~w_;~<TNWES'i r - I ,f
~ - 276Oi ~ ~ .i-unEr f ,de
B VICINITY MAP SCALE I 2 MILES ~ i N~ ~ [.n 1ST'.. :?iJL'KHtAr+ .,JE ~
PEROUI~AANS COUt~Y, N.c. i .~.y.i - ~,r ~ f
~ ~ ROPOSED BOG' x e - . r + r
v J y'"' ~ VIER WITH ~ ~ { ~ ~ i ,..'~1 r
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SEE DETaltS. ~ \ _ SHEET ~ _ ~ ~ _ \
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. _ ~ ;ANO WTTOM ;a JNA4A; WAT k ..;_Er . 4 i)C' nS~L'ME~'
p($IpNi* vaR1E5 WAKE VARIES
TYPICAL SECTION INDICAPNG METHOD FOR SHORELINE PROTECTION

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TYPICAL. r r SIOPF r ~ ~ 1 r '
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D AILS STORMWATER PENETRATION OF BULKHEAD, ET i-.. T__..{_.. ~ ..y_ r-.
TYPICAL WHERE DffCH DRAHVAC~ OCCURS - N ftUDINAL SECTION SEC110N A LO G
N.T.S.
P AN VIEW = 2' L
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" I - o'x8' WALE ~ ~ s. i ~ ' ~ SEAA1 `S
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I i OMITTED FOR CLAR!Ty ~.c~ ~a r S~ ?
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1, SECTION B
EVATION SECTION 'A' EL
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DETAIL STORMWATER PEI~TRATK}N OF BULKHEAD, 0O~% ~ OE ~ ,i ~R
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} STEVENSON PT. _ o no
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JACK do JANICE ~ TNOIRNTON ~ ~ o 0
ER ~ ALBEMARLE ~ a O(/~,UA 11th AVENUE CIRCLE NORTHWEST ~ a a NS iQj SOUND 525 , a a 0
~ HICKORY, N.C. 27601 ~ ~ PROPOSED BULKHEI SED BULKHEAD LINE W w
B VICINITY MAP SCAL,E~ 1 2 ISLES E NO BULKHEAD
I~lou~luu~s cOU~rY, N.c. 4 WETLANDS PROPOSED BULKHEAD LINE
SILT FENC PROPOSED 500 x 6 SILT FENCE -
PIER WITH 25x35 NO BULKHEAD
A ATH USE ~ WETLANDS 80 0 , APPROXIMATE NORMAL WATER LEIiEL
SEE DETAILS, W PlPE(F) SHEET 3. ro rn ~
NO BULKHEAD rn
12.2' FR. M~fW BULKHEAD ®WETLANDS APPROXIMATE TOP OF BANK • N D
• SILT FENCE NO BULKHEAD • • • 01 •
• ®WETLANDS • . • 75' ESTUARINE SHORELINE AEC
W ~ 75' ESTUARINE SHORELINE AEC • 7 ESTUARINE SHORELINE AEC • z
9 7 8 ~ ~ • oQ _
N • W LANDS • WETLANDS ~ SILT FENCE
w oas D " 0 ~ ~
I F) ~rn Q, Z N
N WOOD WOODS 14 13 12 11 10 rn WOODS • F -
N WOODS . ETLANDS ,WOODS ~ o ~ L W
PINCH D 75' ESTUARINE SHORELINE AEC • • / ~ _
PIPE(F APPROXIMATE TOP OF BANK - ~
OWE LING • . v Y ~ O
~ " ! P DATED" LIMITS OF • • ~ • D LA TI A'~ a O
RNERS END SUBDl~ISION ~ Q sELEC vE 1 7 ~ CLEARING PL CAB 7 SL. 6 p ii. ~ N m W N
b ~ 11 c ~ W ~ ~ o U U
~warA~x. c/i AGRICULTURAL DITCHES OUTFALLING a ~ w ~
~ AC,RICUL RlRI~ DITCH TO LITTLE RIVER ARE SHOWN IN ~ w M
W W o AGRICULTURAL DITCHES OUTFALLING ~ WOODS APP OXIMATE LOCATIONS. L w ~ o vI W 3
~ TO LIITLE RNER ARE SHOWN IN o , 75' ESTUARINE. SHORELINE AEC °1 L ~ ~~ir 'rn ~ o
N o APPROXA~MTE LOCATIONS. WO DS BENT P!N N
'7 FOUND (RESET) W ^ Z H RESET) , o
ti ~ - _-APPROXIMATE NORMAL WATER LEI/EL ~ ~ ~ ~ m L v t \
R = 261.28' O T ~ r h
BENT P1P ~ ~ L = 199.49' FOUND € t U1 ~O ~ I ~i Z ~
:fig ~C ~ G I ~ y ~ O
S51 7 1 ~j ~POSEQ
N5 ~ , R = 201.28 ~ Q~ 6'• ~!j ~e~~~« , ~ s~. : c,
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~ sroRw~?r~ r~TRAnoN do , tKh
NEW " ~O11D.~ ~ '9p ? , , s'r, ~ ~ s. .o ~ OF BULKHEAD ~ h 6
~ ~ ' ~ NOW OR FORMERLY PIN(F) ~0 4 h
~ ARD ~ MARGARET MAORIS ww•• k `w IY ~ ~ ph
~ T~~ ~ Z 'TRACT 12 ~ ,tk
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s 0~ PINCHfO
o,, ~ 5 ~ " s h P/PE(f) ON LINE 163.8't FR. MHW.
~b. S`JgIC3 E ~
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TRACT 14 ~
0 Qh 0 ry ti tiry
k~ ~ p~~ ~ ~ ti°' ~ ry
ny ~ ~i 0 OWNERS ya~~?
P MARY T. ~ MARGARET TAYLOR Wt70DS ~ ~ ~ s4 0
P~ j~ , ~ ~ 1336 WESTOVER AVENUE 3~ ~
a o~ Q~ Q~ NORFOLK, VIRGINIA 23507 $v N ~
~ SUBDNISION OF ~ ~ v~ ~ x 4j ~ti ~0
SO6'36'f l "E WA 1FRS EDGE ae
9.00 PL. CAB. 1 SL. 143 H SUBDIVISION OF N
0 ~ h , 'S ~ TRAiCTS 7 dt 11 HENRY WINSLOW PROPERTY
~ 1 ti 0 P.B. 4 PG. 199
J 0
*AEC AREA TO BE DISTURBED (SEE CROSS SECTIONS, SHEET 2): Z
0
, FlLL (BETWEEN BULKHEAD LANDWARD OF Q XI N SHEARED BANK 74495 SF 1.71 AC F NWL AND E STI G ) ( )
Q
GRADING (TO CREATE 3:1 SLOPE FROM N U
BULKHEAD TO EXISTING GROUND ~ Q
L ATION. THIS AREA IS FROM E EV OCT Q
EXISTING TOP OF BANK LANDWARD 58765 SF (1.35 AC) Q
~1bii „ VISTA! ~IENT Z
TOTAL AREA TO BE DISTURBED 133260 SF (3.06 AC) W
~Z -Q
~ NDTE: ALL ELEVATIOIIS A1tE 9ASED SFIOREIMIE ON AN ASSUMED NONWL N41TER W J p
ELEVATION = 10.00 FEET. t 1.6 IM Y J~
• 's IIIPMP 11 r: ~ NOTE: DISTURBED AREA REPRESENTS STABILIZATION FOR APPROXIMATELY 15000 LF OF SHORELINE FOR A WIDTH OF APPROXIMATELY 10 FEET. Q
SILT FENCE I > 1 s ` N OR U
x
~ S uJ
_y
NORMAL WATER ELEV. -10.00 (ASSMED) • T _ 916 FUM
TYPICAL SECTION
MILE 10401/r
f

i I i
, i ~ i O ~ ~ O I ~ O O ~ I I ~ ' ~ o I I ! ~ ~ I
~O ~ p I ~ i O _ ~ _ ~ ~ ~ r- s ~ o I ; NI - - -i---- - ~ - I
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~ l I _ - _ - t- _ ~ t ~_____t_.__ ! ~ o Z - -~----i__ _ ~ v,
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I 'i I ~ i / I , I i I I I ~ ~ i I I F
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HORIZ 1" .1 21 ' SCAL9: SCAL : HOR 2' SC LE: H RIZ. _
j VERT. 1 = VER 1 " 2' ; V RT. 1; = 2 I ! _ _
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3/4' HOT pPPED P~R,fj_1E GALVAIpg'D OGEE swwo~r. W
3/4' HOT gPPED TYAPI~CAL ~ NUL CALYANIffD 1' Q
11E-ROD
E>o51MIG g10lNID Z CIY. ~ 16.00 Q
FlL1ER FABRIC ( I t2'-0' d C 0
Z Q_
r9 EET PTN~E ~ U
3000 P.SI A.E. CON I ( 'Y'w FlL1ER BEf N'EEN PRECAST ` BIA.KFIEAO 3 SHEET PILE, w 1 ~ o >
TYPICAL PROPOSED ~ ~ . ~ 13.00 ~ p tY STA61U2ED 1'~' ~
~ SLOPE ~1 T FENCE
iF~IROU~f'~FI AN ~ PILE ( ~ ~ , CONCRETE FILLER. B~~CENIERS ~ O
TYPICAL PIIOPOS{D w
r EtNb1EAD I I
smNE RP-RAP I I I APPROX eorro~l I I
II II II
W W ~
DETAIL STORMWATER PENETRATION OF BULKF~AD, ~ a N 0
TYPICAL WHERE DITCH DRANVAGE OCCURS
SECTION A - L SECTION
PLAN VIEW 1" = 2' ~o z
N.T.S.
N
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a
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W 2
Y
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ALL FASTENERS SHALL C = w ~ M ~
eE ouvAtnzED o U U w Z o
~ ~ w r N1D1H PER ~ ~ N
OATH ~ PLAN VIEW r, ~ w M O ~ B OUSE ~1 L ~
W/ OBSERVAitON b ~ i w 3 lL DECK 1 ~ _ 2x6 (.~a) s.T. ~ ~ ~ ~
t7 0" oEaaNC ~ ~ O.• ~ 0
2x8 (2.3) ST. ~ ~ Z
~~~-MOORING ~asTS w n ~ ~ ~ PILES N ~ a xii ~ k
0 2-2x6 (2.S) S.T. L ~
6 6 BEAM ~ ~ r jA~ > = w
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. 90 ~cd'1' srP~ o w ~ 0O R ~ 6' WIDE PIER ~ 4 4
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SECTION 8
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PROPOSED ~ ~ cn 1 BULKHEAD EDGE OF ~ iy
~ ~ ~ ~ WATER
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to ~~h ~ ~ ~ o d~ hr e _ mn
~ ~
PROPOSED ~ ~ ~
TOP OF BANK ~
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~ ~ SILT ~E j o Z Z FENCE ~1~ ~ ~ Q
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n1 ~ WEILANOS F- Q O Q C, ~ F .
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I SITE PLAN
PIER AND BOAT HOUSE
co
1"60'

W
O
EROSION & SEDIIi[BNT CONTROL NARRATIVE Q
FOR Z
LEIGH FARltlt Q J ~ d 0
The scope of this project is to construct o shoreline stabilization system to prevent future erosion alon E- Z
the banks of the Albemarle Sound and Li tl g t e Rwer for the Leigh Farm located in Perqu~mans County, w .a - L
North Carolina. The length of the shoreline stabilization is approximately 14,400 linear feet. Stormwater _ U - ~ N
penetration of bulkhead will be provided with rip-rap of all ditches discharging into the sound or river. N ~ ~
All wetlands discharging across the shore line will remain in its natural state.
Z
Prior to construction the contractor will place a silt fence barrier between the edge of water and the proposed precast concrete bulkhead. Tree protection shall be placed a$ needed. After placement of the DRIP LINE ~ to
bulkhead, the existing vertical earth embankment will be reshaped to provide a slope of 3:1. After the O tY
fine grading the disturbed area between the bulkhead and top of the undisturbed bank will be seeded, PROTECTIVE w DEVICE
lime and fertilizer in accordance with the seeding specifications. After the growth of grass has been
DRIP LINE- established for the stabilization of the disturbed area, the silt fence will be removed and any sediment DRIP LINE LIMITS OF
retained behind the silt fence shall be removed and disposed of landward the site. CLEARING &
General Erosion and Sediment Control Notes GRADING I i::
M,. ~rMr h~ N I. PROPOSED r-~,,n~`' ~
1. Unless otherwise indicated, aH vegetative and structural erosion and sediment control practices will be ~ ro „n., GRADING vw. rn
constructed and maintained according to minimum standards and specifications of the North Carolina v SNOW FENCE cv ~
Erosion and Sediment Control Planning and Design Manual. "'t p n~ S'
MIN. ~
2. All erosion and sediment control measures are to be placed prior to or as the first step in clearin . 9 o
3. The contractor is responsible for installation of any additional erosion control measures necessa to z CORD FENCE
ry prevent erosion and sedimentation as determined by the plan approving authority. BOARD FENCE
r7 N
4. All areas graded shall be seeded within 15 days of the disturbance. ~ ~t d
CJ TREE PROTECTION DETAIL
5. The contractor shall inspect off erosion control measures periodically and after each runoff - producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the eras. 0 NOT TO SCALE TREEPROT.DWG ~ ~ LL
w O w
~ Y
~ ~ a ii N ~ m J
Q1 ..C N w F¢- 00 tai
o U U o ~ _ Z
a ~ w
~ rr N ~ ~ M Q ~
N I w 3 w
8ssdlnp mixture iNCtlnp mixture ~ o ~ ~
Species' Tall fescue ~ o Speci•sr Rat• (Ibher•) ~ z Talllescue ~ w r` ~
Pensacola Ba ~ ~ N ~ Pensacola Bahiagrass 50 S6edl mtxlu o ~
Seriaa lespe ~ ~ ~ 3 Z N Seriaa lespedeza 30 ~a~ ~
Kobelespedo Kobe lespedeza ~ Rate (Ib/acre) ~ L rn 10 Tall fescue 200 (4.51W1,000 ft'') a~ ~
INtq > 2 lil i J
t. From Sept.1 • M ~ C Q F- Nuraa P~ ~ ~ a From Sept.1 • Mar,1, use rxugrilied serb•a seed. o, v7 p
NOIE:'"'s~LT FENCES ARE U1IUZED IN AREAS WHERE ^ i 2.On poor drainer Between Mry 1 and Aug.15 add 151blacro Sudangrass or 10 ~Q~ ~ On poorly drained sites omit serieaa and increase Kobe to 30 IWacre.
ONLY SHEET OR OVERLAND FLOWS ARE EXPECTED. ~ 3. Where a nwt a01 Where a resat appararroe M deli marl natbt. Before May 1, or alter Aug. f 5, add 40 Ib/acre rya , rod. omrf s•riaa and ' t rrtaaMM Kobe o
k P r (tatBB 3 = ~
' ~ 1. $ET POSTS AND EXCAVATE A 4" x 4' rat ~ ~ ,Ol~N: _ . ~s ~~'kt.
TRENCH UPSLOPE ALONG THE LINE OF POSTS. . tQ ent 011lrrMli 'Feb. • . tQ and Aug, 15, add f0 bfacre German millet r . ~ Apr. 15 ~ r
' Sudangrass. Prior tc 0151blacre o j: } m rdangrass. Prior to May 1 or aRer Au . 15, add 25 Avoids MOnrttbr.l0~n. M ~ O) 9 Ibha• ?1?• (grain). ~ s•adnrg Wrap ba done at . ~t+rM. ado ~ m
s,~ v i' 401b/acn ,4 ~1?aill,and rMa a drannal Iw>mg that oN•r: max:,wat M'~•
~ Soedlnp dates ledlnp dates tion. o ~ # o w o`
. -CAI FMh ' Best PoalbN M o o U 1~. fs - Mar. 20 Feb. t6 - Apr. 90 tfi011 amall~y .
/ ~ F# k ~ 4 , ~ Apply IirtN tIM tW1=•r acoadirq to sdl Nsts, or apply x.000 ~aa•
~Pt• Sapt.1.Oct. 31 nd Oau apriaAhrraltinrestoneand1,0001b/acret0•t0.10iertiNz•r.Operat•
~ ~ ~4i1 tiNape etp~Irnant across the waterway. lit
~ / ~,o ~1~~ b er MIIICh aaoasdrrtp sadtals, apply 3.000tS:0001b/eaa
M ~ lrbaalrnra (twtM lower rata on sandy soib) and 1000 Ua• juie, axt~sior araM' or dtlr•r •f1 iv
~ t to ` a 1 MAa 10.10•tOfa1N~•r ect • channel Imrng material to Dover the bottom of channeb and ditches, and staple secure;y, The lining
4' al+ould s>Qand above the hgh•st cakui~ad depth of ilow. On channel side
loo tt~ ~ ~ stop•s above this h•' ht, and in drama es not reouirin r9 g gtemccraryliniros, ~0 ~OiM tip atrow o? equivalent corer d another su8abl apply 4,0001bracre grain straw and anchor st raw c 5?aoiinc 'e~• n
~MI.MaAor~wb • Y c.,.e. bM.AtAdlOttikawbytadcingwdhasphalt,nettirq,arc' abv 'she'ep.
i~+Mp a nw(dt atwh ~MMI a rMrrfdt alrstwrrng tool. A disk with bl ~ ' crime ades set Weary stra~ht pn
2 ATTACH 1HE FIL*R FA~NC TO THE 3. BACKFILL AND COMPACT THE as a e~ w FENCE A#~ Ett1END n N'1D THE TRENCH. EXCAVATED SOIL ~ as a ~ ~nn9 t~• Mukh and tr~hor materials must not be allcw l^g ec Io wash coven s'c;,es
. , where they can clog drainage devices. ~
EI~M?it iNtwan h UlaM1b iMallan hrGy adequate, refertilize in the s•or:nr ar, IMtbttentttnc~ ri uxoro•
iAH b f1111Nb a lap ~0 when sericea ~al~ttaabs a tapdress with 500 fb,racre 10.10.10 t•rtditar. Mow Inspect and repair mulch it uent . Fiefenilize in ia:e vrin ~ - ~ - as eq ry to . ?-e ~c~ ~ when sericea is omitted from the mixture. Ras••d, !eAikt• e ~ year; use so9 tests or ao I t50 Iblacre t0-' G' ^ -
swl~kdamaged areas nd . PY 1,1ow • _;:~arsy a ~~a~ Ikdanraged areas immediately. ~ height of 2.4 inches. - ~ ~
~
~R*r b Appendix 8.l 1 ~ v ~P ~ ~ b Appendix 8.02for botanical names. rR•ter to Appendix 8.02for botanical names. . O 0 ~
~ ~ ~ Z ~,ur Q
i i v u7 w (!t N G
i ~ y ~O
~ / ~d /~~N .
~h
r y S~dtng mixturt ~
tq~cture ' Rat• ~yt~cture ce • Nar nt~•degrass 10-20 IWaae (seed) or
. ~ titMeNe' U/hcw blear 33 bu/acre 11/talow (blend of twa a (sprgs)
ExTENSION OF FABRIC ( INTO THE TRENCH. tirNtmproved ~ .tM~a Improved varieties) 200
A~IIo~?1 A~lau?? ~ ~vding daes
Abr. • Juror
ss • o~. is FlLTER f5 • fk:t.15 (Sprigging cart b• done through July where water is ava~able for irrga•
s: 1.Oct. FABRIC f • Oct. 31 a Fab 15 Ap, 30
GROUND LINE SON amrndnleMst
a 6 t : Apply Hm• and ferb'Gzer according to soil tests, or a 13001b/acro 10.1 - 10. PP Y 0
x Ihd>latezer a limas ~Irdt•Aipzer aocordpq>QSdttpb, aapptyS,00t1•b,b00 tb/acro limestone (ua• tAe bw•r rata on sarby scib) arse f ,000
A t~ teQIIIZe F a 10.110fenidZer. ~pl~ to Q
Pont sprigs in furrows with atractor-drawn transplanter, or broadcast b V N ~ U Y
i _ . 4RARY SLT FENCE (SF) • hand.
~IO~ilsore sine ALE SF-DET.DWG M ~IO~ilaoro small straw a equirabnt core of anoMe BwtaM• Q ,1t?.Mraw by tacking with aaphap, a ~ Fuaowa should b• 4.6 inches deep and 2 h apart. Place sprgs about 2 `i Q
!MI)~r~choru ~ ~ ~ LL apart in the row wdh one end at or above ground level (F' are 6. t t d . F Mir~r ~cttoring foal A disk wAh bhtdas sat nearly stra+pM qn g )
tli+sgl~tl inch Ii+Ogldr arrcltori tad. ~ nil Broadcast ~ ratq shown above, and press sprigs into the top 1/2.2 in- I
h; chat of sod with a disk set stra' ht so that ri s are n N g sP g of brought back W
toward the surface. Z - U Q
to soil ~~~Ibi to soil test: or 40 ~laa• in J W aPp~y nigopar? ,tan. er Feb„ Q 0 ~ ib M Nor., from a t2.4.6, f 6.4.9, a sbtilar turf fa• J l'
+ apP MlYctt appdCaNOm dung warm weedier, M tAb inaesaea
. I 1M~Ipase. Reseed, Nrt~ize, -and Do not mulch. nwleh dan~tpW arras im• U
Ma heia Ma h•ioht of 2.5.3.5 Yrtt•. *..a.~r
1 R Mabmename y 0 W
Ae>~t4.02forbotaniostnames. Fertilze very sparingly-20 lb/acre nitrogen in spring with no phos• W
# photos. Cenlipedegrass cannot tolerate high pH or excess fertilizer.
'Refer to Appendix 8.02 for botanical names.
r.
o2 a'