20060556 Ver 1_COMPLETE FILE_20060912

O?O? W A f ?9QG

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Mr. Phillip Harrington
3-N-1, Inc.
P.O. Box 3332
Elizabeth City, NC 27906
Michael F. Easley, Governor
DWQ Project # 06-0556, Ver. 2
Pasquotank County
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
October 4, 2006
Subject Property: 3-N-1, Inc. Property
Pasquotank River [030150, 30-3-(7), SC]
Approval of 401 Water Quality Certification (GC3400) with Additional Conditions
Dear Mr. Harrington:
You have our approval, in accordance with the attached conditions, to fill or otherwise impact 0.2059
acres of Public Trust Area (PTA) estuarine waters to construct a bulkhead, as described in your
application dated August 11, 2006, and received by the Division of Water Quality (DWQ) 401
Oversight/Express Review Permitting Unit on September 12, 2006. After reviewing your application, we
have determined that the Division of Water Quality (DWQ) General Water Quality Certification Number
3400 covers these water impacts. This Certification allows you to General Permit No. 198000291 when
issued by the US Army Corps of Engineers (USACE). In addition, you should get or otherwise comply
with any other federal, state and local requirements before you go ahead with your project including (but
not limited to) erosion and sediment control regulations and CAMA. Also, this approval to proceed
with your proposed impacts or to conduct impacts to waters as depicted in your application shall
expire upon expiration of the 404 or CAMA Permit.
This approval is 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. If the property is sold,
the new owner must be given a copy of this Certification and approval letter and is thereby responsible for
complying with all conditions. If total fills for this project (now or in the future) exceed one acre of
wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A
NCAC 2H.0506 (h). This approval requires you to follow the conditions listed in the attached
certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
Amount Approved (Units) Plan Location or Reference
PTA -estuarine waters 0.2059 acres DCM Field Investi ation Re ort
401 Oversight/Express Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: http://h2o.encstate.nc.us/ncwetlands
None Carolina
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An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
3-N-1, Inc.
Page 2 of 2
October 4, 2006
2. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to the 401 Oversight/Express Review Permitting Unit, North Carolina
Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
3. Water Quality Certification
The proposed project must comply with all of the conditions of General Water Quality
Certification (GC) 3400.
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application and as authorized by this Certification, shall expire upon
expiration of the 404 or CAMA Permit.
If you do not accept any of the conditions of this Certification (associated with the approved water
impacts), 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, 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 Cyndi Karoly in the Central Office in Raleigh at 919-
733-9721 or Kyle Barnes in the DWQ Washington Regional Office at 252VA-6481.
Sinc ly,
Alan W. Klimek, P.E.
AWK/ijm
Enclosures: GC 3400
Certification of Completion
cc: Doug Huggett, DCM
USACE Washington Regulatory Field Office
Kyle Barnes, DWQ Washington Regional Office
File Copy
Central Files
Mike Street, P.O. Box 769, Morehead City, NC 27557
Atlantic Environmental Consultants, LLC, P.O. Box 3266, Kitty Hawk, NC 27949
Filename: 060556Ver2_3-n- l lnc(Pasquotank)401_CAMA
MCDENR
North Carolina Department of Environment and Natural
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, Director
September 11, 2006
MEMORANDUM:
TO: Cyndi Karoly
Environmental Biological Supervisor
Division of Water Quality
FROM: Doug Hugett
Major Permits Processing Coordinator
Resources
William G. Ross Jr., Secretary
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: 3-N-1, Inc. c/o Phillip Harrington
Project Location: Off River Road (SR 1169) River Glen Phase II, Elizabeth City
Proposed Project: Excavation and bulkhead
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by October 2, 2006, to 400 Commerce Avenue, Morehead City, NC 28557. If you have
any questions regarding the proposed project, please contact Kim Hedrick at [phone].
When appropriate, in-depth comments with supporting data are requested.
REPLY: V 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 age c objects to the project for reasons described in the attached
o en
m._
SIGNED ; DATE
L"1367 U.S. 17 South, Elizabeth City, North Carolina 27909 S E P 1 2 2006
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer - 30% Recycled by Fiber Weight
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DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: 3-N-1, Inc., c/o Phillip Harrington, River Glen Phase II (MP#93-06MM)
2. LOCATION OF PROJECT SITE: Off River Road (SR 1169), River Glen Phase II, Elizabeth City,
Pasquotank County, adjacent to a manmade canal to Pasquotank River.
Photo Index - 2000: 237-1909 (F-11 to J-13) 1995: 167-1712 (E-18 to J-19)
1989: 127-6 (G-11 to K-13) 1984: 121-751 (J-3 to N-4)
State Plane Coordinates - X: 2,829,561 Y: 930,332 Elizabeth City, N.C., L.R.
GPS - B081717A
3. INVESTIGATION TYPE: CAMA, D&F
4. INVESTIGATIVE PROCEDURE: Date of Site Visit - 08/17/2006
Was Applicant Present - Yes, Phillip Harrington was present
5. PROCESSING PROCEDURE: Application Received Complete - September 6, 2006
Office - Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Pasquotank County
Land Classification From LUP - Urban Transition
(B) AEC(s) Involved - PTA, EW, and ES
(C) Water Dependent - Yes
(D) Intended Use - Private, Residential
(E) Wastewater Treatment: Existing - None
Planned - City Sewer System
(F) Type of Structures: Existing - Partial wood bulkhead
Planned - Vinyl bulkhead
(G) Estimated Annual Rate of Erosion - <0.5 feet/year
Source - DCM field representative estimation
7. HABITAT DESCRIPTION: [AREA]
FxrnvntPrl Filled Disturbed

(A) Public Trust Area, Estuarine Waters
NA Bulkhead
8,972 sq. ft.
NA
i
l
i
f P Bulkhead ac i an
(B) Uplands in Estuarine Shoreline AEC en
nsu
a
p o
T
1,237 sq. ft. NA grad m
235,202 sq. ft.

(C) Uplands outside Estuarine Shoreline
AEC Detention Ponds
245,092 sq. ft. Roads
256,148 sq. ft. Road Swales
488,887 sq. ft.
Grading
151,426 s . ft.
(D) Total Area Disturbed - 1,386,964 sq. ft. (31.8 acres)
(E) Primary Nursery Area - No
(F) Water Classification - SC Open - No
3-N-1, Inc., c/o Phillip Harrington, River Glen Phase II (MP#93-06MM)
Field Investigation Report
Page 2
8. PROJECT SUMMARY:
The applicant proposes to excavate the tip of a peninsula to widen a basin entrance to Pasquotank
River and construct a 4,486-foot long vinyl bulkhead immediately east of an existing 1,185-foot long
vinyl bulkhead (LAMA Major Permit #93-06) along the shoreline of a manmade canal to Pasquotank
River and along the Pasquotank River shoreline on his property located on an existing farm field east
of existing Grandview Estates Subdivision (Phase II) off River Road, Elizabeth City Community,
Pasquotank County. This portion of subdivision has been named River Glen II and is a major
modification to CAMA Major Permit #93-06 for Grandview Estates Phase II.
PROJECT SETTING
The location of the proposed River Glen Phase II development site is within a 126-acre tract of farmland
that is being converted to a 155-lot residential subdivision with no common access area at this time,
located off River Road (SR 1169) in the River Glen Subdivision east of Grandview Estates Subdivision
(see sheet 1 of 5), Elizabeth City community of Pasquotank County. Individual lots vary in size from
15,000 square feet to 25,000 square feet. The development site is located on the northern shoreline of a
manmade canal to Pasquotank River and extends along 840 feet of Pasquotank River shoreline near to and
south of Cobb Point and north of the U.S. Coast Guard Air Station. The entire canal is approximately
5,000-foot long running from west to east, then turns to the north where it opens into an approximate
500-foot long by 400-foot wide basin with a 34-foot wide opening to Pasquotank River. The majority of
the canal running from west to east is between 150-feet to 200-feet wide.
The property is mostly flat with an approximate 9-foot elevation, and the field proposed as River Glen
Phase II Subdivision is currently planted soybeans. There are two bulkhead sections on the property. An
840-foot wood bulkhead exists at the mouth of the manmade basin along Pasquotank River and extends to
the property line to the north. Another 50-foot section of bulkhead exists around the elbow of the canal
where it makes a sharp turn to the west. The tract consists of Roanoke soil type. The canal shoreline on
the property consists of low banks (0-5 feet) with no presence of 404 or coastal wetlands adjacent to the
proposed bulkhead. The west bank of the basin has a 404 wetland fringe shoreline delineated by Atlantic
Environmental Consultants, LLC, and confirmed by a U.S. Army Corps of Engineers representative on
April 6, 2006. The proposed bulkhead will terminate at the south end of the wetland fringe where the
canal makes an elbow turn to the north into the basin. There is a thin line of native trees, predominantly
wax myrtle, red bay, sweet gum, and red maple near to and along the bank. The bank also has a line of
cypress trees that were planted along the water's edge. The property on River Glen Phase II has an
irregular shoreline that is approximately 3,576 linear feet. The water depths in the canal range from -4
feet in the western portion of the canal and gradually deepen to -7 feet as it approaches Pasquotank River.
The water depths adjacent to Phase II of the project are -4 feet to -5 feet in the middle of the canal.
The adjacent property to the west is Grandview Estates Phase II (an authorized 52-lot subdivision), then
Grandview Estates Phase I (a 38-lot developed subdivision). The riparian property adjacent to the mouth
of the manmade basin to Pasquotank River are two a single-family residence lots, then Breezewood
Subdivision to the north. River Glen Phase I (96-lots) is located north of River Glen Phase II, but is not
adjacent to the water. The canal borders the property to the south and Pelican Pointe Subdivision (213
lots) lies south of the canal.
2
` 3-N-1, Inc., c/o Phillip Harrington, River Glen Phase II (MP#93-06MM)
Field Investigation Report
r Page 3
Division of Water Quality Stormwater Permit and Division of Land Resources, Land Quality Section,
Sedimentation and Erosion Control Plan for River Glen Phase II are currently being applied for. There
were no observed presence of submerged aquatic vegetation or shellfish in the vicinity of the canal or
Pasquotank Riaver shoreline on August 16, 2006.
Reviews of available information suggest that there are no known archeological sites or geologic
formations associated with the applicant's property. The waters of Pasquotank River in this area are
classified as SC by the Division of Environmental Management and are closed to shellfish harvesting.
DEVELOPMENT PROPOSAL
In order to prevent further erosion, the applicant proposes to construct a 3,646-foot long vinyl bulkhead
that will tie into an existing bulkhead to the west and terminate with a 20-foot wing wall after replacing
the 50-foot section of bulkhead at the elbow of the canal adjacent to 404 wetlands. Another 840-feet of
vinyl bulkhead will replace the existing wood bulkhead along Pasquotank River and wrap around a
proposed excavated area at the mouth of the basin. The total linear feet of bulkhead for the entire project
will be 4,486-feet. The proposed bulkhead alignment will have a maximum distance of 5-feet and an
average distance of 2-feet waterward of normal water level (NWL). The bulkhead replacement sections,
will have a maximum distance of 2-feet waterward of the existing bulkhead. Clean, dry fill will be used
for backfill from excavation of storm water retention ponds and onsite grading. The only excavation
proposed is 28-foot long by 54-foot wide tip of high ground to a depth of -6.5-feet below NWL off the tip
of the peninsula where the mouth of the basin meets, Pasquotank River. The applicant proposes to
excavate the tip off the peninsula to widen the only entrance/exit to the canal system, which is currently
34-foot wide. A wider opening will provide safer conditions for increased number of boaters that will be
utilizing the canal. The spoil from the excavation will be temporarily placed at least 30-feet landward of
normal water level, on high ground, and surrounded by silt fence, until it is dry. The spoil will then be
placed behind the bulkhead as fill after it has dried (see Sheet 3).
The erosion rate of the manmade canal adjacent to River Glen Phase II is less than 0.5 feet/year. The
adjoining shoreline to the west makes a sharp turn to the north and has a natural 404 wetland fringe with
no shoreline stabilization. The applicant proposes to remove trees along the shoreline that interfere with
the installation of the bulkhead and will be grading and seeding the entire shoreline in the Estuarine
Shoreline Area of Environmental Concern (AEC).
In order to properly handle storm water, the applicant proposes to construct four separate detention ponds
outside the Estuarine Shoreline AEC. The nearest pond to the canal is approximately 300-feet landward
and north of the canal and is 2.31 acres in size. North of that pond is another 3.02-acre detention pond,
and the other two ponds are in the upper northwest corner of the subdivision and are 1.45 acres and 0.92
acres in size. Impervious road surface will cover 5.9 acres of area in River Glen Phase II, all of which is
outside the Estuarine Shoreline AEC. A series of impervious roads (256,148 square ft.) and associated
swales will be constructed within the subdivision outside the Estuarine Shoreline AEC.
Sediment cloth will be installed landward of the bulkhead to prevent sediment from entering the canal
when backfill is brought in behind the bulkhead. A sediment curtain will also be installed immediately
landward of the bulkhead and held in place until vegetation has been established.
3-N-1, Inc., c/o Phillip Harrington, River Glen Phase II (MP##93-06MM)
Field Investigation Report
Page 4
ANTICIPATED IMPACTS
The proposed bulkhead alignment with backfill will result in the filling of approximately 8,972 square
feet of Public Trust Area (PTA), Estuarine Waters (EW) Area of Environmental Concern (AEC).
Approximately 595 cubic yards of fill material will be placed below NWL for the bulkhead backfill.
Land disturbance for installation of the bulkhead tiebacks and grading in the Estuarine Shoreline AEC
will occur over approximately 235,202 square feet of uplands. A total of 392 cubic yards will be
excavated from the peninsula tip located at the opening of the basin and Pasquotank River. This area will
be 1,237 square feet in size, and 300 cubic yards will be excavated below NWL to a depth of -6.5-feet.
Connecting depth adjacent to proposed excavation area is -7-feet, and the excavation will widen the basin
opening to Pasquotank River from 34-feet to 62-feet.
Excavation for the four storm water basins outside the ES AEC will be approximately 245,092 square
feet. Excavated material from the storm water basins and grading of berms in the Estuarine Shoreline
AEC will be used for bulkhead backfill. Impervious road surfaces over an area of 256,148 square feet
will be installed outside the Estuarine Shoreline AEC.
Temporary water turbidity will occur during construction. The use of a filter cloth behind the bulkhead
will minimize future erosion and turbidity.
Submitted by: Kimberly A. Hedrick
Date: 09/11/2006

PROJECT NARRATIVE
6 2006
River Glen II EP
Major Permit# 93-06 - Modification- 3-N-1, Inc. - Phillip Harrington CQASTAl
Elizabeth City, Pasquotank County, North Carolina ELIZAg?ACITY
The proposed permit modifications are requested by 3-N-1, Inc. Phillip Harrington for
improvements to his property River Glen II, a single-family residential subdivision located
on a manmade canal, which adjoins the Pasquotank River, in Elizabeth City,
Pasquotank County, North Carolina.
The proposed improvements includes bulkhead construction 4,486 linear feet at the
normal water level (NWL) along a manmade canal. The proposed bulkhead is a
continuation of the bulkhead in the Grandview Estates (Permit #93-06) subdivision
directly to the south of the subject property. The upland area on the west side of the
entrance to the existing manmade basin will be widened in order to accommodate the
increase in boat traffic associated with development along the existing canal. An
excavator will be used to remove 300 cubic yards below the normal water line and the
spoil material will be placed inside a silt fence barrier and dewatered prior to being
graded landward of the proposed bulkhead replacement. The proposed excavation
within the canal will require a turbidity curtain around the excavation area if the work will
be done between February 15 and October31. In addition, a 155 Lot subdivision is
proposed for subject property River Glen II.
The proposed land disturbance includes the use of an excavator and bulldozers to
properly grade the site as designed in the stormwater plan designed and submitted by
Hyman & Robey PC.
There are no wetland impacts proposed for this project. There are no 404 or coastal
wetlands within the area of the proposed project. Wetlands were delineated by Atlantic
Environmental Consultants, LLC (AEC). A wetland plat has been signed by US Army
Corp of Engineers, Tracey Wheeler on 4-6-06.
Disturbance for proposed project:
Roads (impervious) 256,148
Swales (RNV disturbance) 488,887
Stormwater retention ponds 245,092
Bulkhead backfill and grading 386.628
TOTAL DISTURBANCE (s.f.) 1,376,755s.f.
Disturbance within 75' AEC
Bulkhead backfill and grading 235,202
TOTAL DISTURBANCE WITHIN 75' AEC 386,170 s.f.
Disturbance within 30' AEC
Bulkhead backfill and grading 158,858
TOTAL DISTURBANCE WITHIN 30' AEC 158,858 s.f.
Disturbance for Basin Entrance:
Area of excavation 1,237sf
Excavation below NWL 300 cubic yards
Excavation above NWL 92 cubic yards
Form DCM-MP-1
APPLICATffON
(To be completed by all applicants)
1. APPLICANT
a. Landowner: 3-N-1, Inc.
Name Phillip Harrington
Address PO Box 3332
City Elizabeth City State NC
Zip 27906 Day Phone see agent
Fax
b. Authorized Agent:
Name Atlantic Environmental Consultants, LLC
Address P.O. Box 3266
City Kitty Hawk State NC
Zip 27949 Day Phone [phone]
Fax [phone]
c. Project name (if any) Riverglen 2
NOTE. Permit will be issued in name of landowner(s), and/or
project name.
2. LOCATION OF PROPOSED
rIV ,
SEP z9Q,fi
b. City, town, community or landmark
Elizabeth City
c. Street address or secondary road number
End of Asbury Lane
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) Pasquotank River
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.
Construct 4,486 linear feet of bulkhead along
Manmade canal Excavate upland area at point to
widen entrance to basin.
b. Is the proposed activity maintenance of an existing
project, new work, or both? New work
c. Will the project be for public, private or commercial
use? Commercial
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. See attached project narrative
PROJECT
a. County Pasquotank County
Revised 03/95
"I"?dV0
Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 126 acres
b. Size of individual lot(s) Varies 15,000 sf- 25,000sf
c. Approximate elevation of tract above MEW or NWL
+/- 9 feet
d. Soil type(s) and texture(s) of tract
Roanoke
e. Vegetation on tract Farm Land corn & soybeans
f. Man-made features now on tract None
g. What is the CAMA Land Use Plan land classification
of the site? (Consult the local land use plan)
Conservations Transitional
Developed _ Community
ural Other
h. • How is the tract zoned by local government?
residential
is the proposed project consistent with the applicable
zoning? X Yes No
(Attach:oningcompliancecertificate, i(applicable)
j. Has a professional archaeological assessment been
done for the tract? Yes X 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 X No
1. Are there wetlands on the site? X Yes _ No
Coastal (marsh) _ Other 404 wetlands
If yes, has a delineation been conducted? Yes
(Attach documentation, if available)
in. Describe existing wastewater treatment facilities.
No existing wastewater facilities
SEP - 6 2006
COASTAL MANAGEMENT
ELIZABETH CITY
n. Describe location and type of discharges to waters of
the state. (For example, surface runoff, sanitary
wastewater, mdustrial/commercial effluent, "wash
down" and residential discharges.) Surface runoff
o. Describe existing drinking water supply source.
Public water supply
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
v 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 from the
owner to carry out the project.
o An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 1/2" 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 site. Include highway or
secondary road (SR) numbers, landmarks, and the like.
OA Stormwater Certification, if one is necessary.
OA 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
Revised 03/95
?f?E? dL
Form DCM-MP-1
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 Danny Ford
Address 768 Pitt's Chapel Road
Phone Elizabeth City, NC 27909
Name James Winslow
Address 2006 AsbLl!y Drive
Phone Elizabeth City NC 27909
Name
Address
Phone
0 A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
CAMA Maior Permit# 93-06
0 A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
0 A signed AEC hazard notice for projects in
oceanfront and inlet areas.
A 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.
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.
SEP - 6 2006
COASTAL fOANAGEMENT
ELIZABETH CITY
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
pennission 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 1 lth day of August '2006
Print Name Douglas Dorman
Signature 2
Landowna or uthorized Agent
Please indicate attachments pertaining to your proposed
project.
X DCM MP-2 Excavation and Fill Information
X DCM MP-3 Upland Development
_ DCM MP-4 Structures Information
DCM MP-5 Bridges and Culverts
- DCM MP-6 Marina Development
NOTE. Please sign and date each attachment in the
space provided at the bottom of each form.
Revised 03/95
Form DCNi -MP-2
I'J1\-'s.cCA VAND
Ifi
(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 Final
Existing Project
..a Width Depth Depth
Access
channel
(MLW) o.
(NWIA
Canal
manmade
Boat
Basin
manmade
Boat
ramp
Rock
groin
Rock (rip rap)
breakwater
Other
(Excluding
shoreline
stabilization)
N/A -----
N/A
54' 28' 2' -6.5'
N/A -------- ------ ------
N/A -____-
N/A
N/A -------

4EF - 6 2006
OAS T /AL 10ANAGEMENT
ELIZABETH CITY
1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards 300
b. Type of material to be excavated Sand
c. Does the area to be excavated include coastal
wetlands? Yes X No
d. Highground excavation in cubic yards 92
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area Upland area outside
75' AEC. See sheet 3.
b. Dimensions of disposal area 75' x 75'
c. Do you claim title to disposal area?
X Yes No
If no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? Yes X No
If yes, where?
e. Does the disposal area include any coastal
wetlands(marsh), SAVs or other wetlands?
Yes X No
Revised 03/95

f. Does the disposal include any area in the water?
Yes X No
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
X Bulkhead Riprap
b. Length
4,486 linear feet
c. Average distance waterward of MHW or NWL
Bulkhead alignment 2' average waterward of NWL
d. Maximum distance waterward of MHW or NWL
Proposed bulkhead alignment 5' max of NWL
e. Shoreline erosion during preceding 12 months
No erosion
(Source of
information)
f. Type of bulkhead or riprap material
Vinyl and wood
g.. Amount of fill in cubic yards to be placed below
water level
(1) Riprap N/A
(2) Bulkhead fill 595 cubic yards
h. Type of fill material
Clean soil from site
1. Source of fill material
Material from grading berm behind bulkhead.
4. OTHER FILL ACTIVITIES N/A
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
Yes No X
If Yes,
(1) Amount of material to be placed in the
water
N/A
(3) Purpose of fill
N/A
SEP 6 2006
b. Will fill material be placed in coastal wdl??C1\?
(marsh), SAVs or, other wetlands? ?`'=tt3ETH CITY
Yes X No
5. GENERAL
a. How will excavated fill material be kept on site
and erosion controlled? Area to be disturbed will
be surrounded by fence and seeded as per
erosion control permit plans indicate.
b. What type of construction equipment will be
used (for example, dragline, backhoe,
hydraulic dredge)?
Excavator, backhoe, and bulldozer
c. Will wetlands be crossed in transporting
equipment? Yes X No
If yes, explain steps that will be taken to lessen
environmental impacts.
Rivemlen 2
Applicant or Project Name
Signatur
Date
Revised 03/95

Form DCM-MP-3
vr,vr,L0'rMFjNT
(Construction and/or land disturbing activities)
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.
a. Type and number of buildings, facilities, units or structures
proposed
Yes
If yes, date submitted

"OASTAL tvMNAGEMENT
ELIZABETH CITY
X No
i. Describe proposed method of sewage disposal.
City sewer available
Vinyl bulkhead to be constructed alone canal with
overflow drainage ditch located at eastern Dronen
boundary
b. Number of lots or parcels
155
c. Density (give the number of residential units and the units
per acre One single family residence per lot.
d. Size of area to be graded, filled or disturbed including
roads, ditches, etc. 29.5 acres
e.
If the proposed project will disturb more than one acre of
land, the Division of Land Resources must receive an
erosion and sedimentation control plan at least 30 days
before land disturbing activity begins. If applicable, has a
sedimentation and erosion control plan been submitted to
the Division of Land Resources? _ Yes X
If Yes, date submitted
f. List the materials (such as marl, paver stone, asphalt, or
or concrete) to be used for paved surfaces.
Asphalt roads, Concrete sidewalks and driveways
j. Have the facilities described in Item i. above received
state or local approval? no
(Attach appropriate documentation)
Yes, a general site evaluation has been done for the entire
parcel but individual permits for each lot have not been issued,
k. Describe location and type of proposed discharges to
waters of the state (for example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash down"
and residential discharges).
Surface runoff
1. Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
Public water system
m. Will water be impounded? X Yes No
If yes, how many acres? Wet detention area
11.57 ac
n. If the project is an oceanfront development, when was the
lot(s) platted and recorded? N/A
Riverglen 2
Applicant or Project Name
Signat
V,/s^/v ;
Date
g. Give the percentage of the tract within 75 feet of MHW or
N WL, or within 575 feet in the case of an Outstanding
Resource Water, to be covered by impervious and/or built-
upon surfaces, such as pavement, buildings, rooftops, or to
be used for vehicular driveways or parking. 0%
h. Projects that require a CAMA Major Development Permit
may also require a Stormwater Certification. Has a site
development plan been submitted to the Division of
Environmental Management for review?
No
MAJOR PERMIT FEE MATRIX
Applicant: 3-N-1, Inc. c/o Phillip Harrington
Selection Development Type Fee DCM % DWQ %
(14300 1601 435100093 1625 6253) (24300 1602 435100095 2341)
1. Private, non-commercial
® development that does not $250 100%($250) 0%($0)
involve the filling or -
Major Modification Fee
excavation of any wetlands
or o en water areas:
II. Public or commercial
development that does not $400 100%($400) 0%($0)
involve the filling or
excavation of any wetlands
or o en 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 a lies:
III(A). For Private non-
E] commercial development, if $250 100%($250) 0%($0)
General Water Quality
Certification No. 3301 (see
attached can be a lied:
III(B). For public or
El commercial development, if $400 100%($400) 0%($0)
General Water Quality
Certification No. 3301 (see
attached can be a lied:
III(C). If General Water
E Quality Certification No. $400 60%($240) 40%($160)
3301 (see attached) could
be applied, but DCM staff
determined that additional
review and written DWQ
concurrence is needed
because of concerns
related to water quality or
aquatic life:
III(D). If General Water
E Quality Certification No. $400 60%($240) 40%($160)
3301 (see attached) cannot
be a lied:

F IV. For development that

? involves the filling and/or $475 60%($285) 40%($190)
excavation of more than
one acre of wetlands and/or
o en water areas:
Personal Account Information Redacted
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PASQOUTANK COUNTY DRAWING •
05059-404 130 A US HWY 138 E
NORTH CAROL/NA
CO"'CHI 0 x007 SHf.ET r
I OF I Camden, Noah Carolina 27921
/231 338.2913 (232 333-1888

145 20.394 $S`
150 ?1` I
S ?y rv
2052 Sr
15,845 Sr
171 SF
20,548 0,548 r
144 151 ? #• ? -
18•325 Sr
O
15.876 Sr 170 t ? ,
y S I
21,688 SF\ x
16,335 SF 152 ;? ?` /
,008 SF
169 .; 5_
22.5y4 SF
4"x8"x10' WHALER
15,382 Sr 8 FINAL FILL
16 3 4"X18' TIE RODS
x 10" ON CENTER W/
21,715 SF
21, TURN BUCKLES
• R ?;t y \ GALVANIZED
154 r-n
15,524 Sr FILTER CLOTH
1,486 SF
2 5/8" BOLT W/ WASHER
GALVANIZED TYPICAL
55 ,-! a rn ll? i
r
15,218 SF 66 v -- is
1 -
21028 SF? SHEATHING LAPPED
kill--OR TONGUE AND GROOVE
156 1, I
15,180 Sr
THIS CROSS SECTION IS TO BE USED FOR
SF
20519 I? PLANNING PURPOSES ONLY.
t5 y? I BULKHEAD CROSS SECTION
15,141 4
20,442 SF I i
158 :1Y .? ? .•ax> x
15,06 SF'. r:
,?, K?ky. BASE MAP INFORMATION PROVIDED BY.
20,704 Sr
159 s 1HYMAN & ROBEY DATED 2/2/06
15,,395 -C'F
162 ` '?
28,540 SF
D? ?,R?` $F 161 ? ' > ?
3 g70159 Sr
16 ? \
21302 Sr t ..y., ?. LEGEND
1002.10• PROPOSED AREA OF DISTURBANCE BEHIND
'p A8 f r i' G "= BULKHEAD (113,045 SF)
SF .
A4. . PROPOSED BULKHEAD ( 1,300 LINEAR FEET)
xi - - - EXISTING BULKHEAD
Y - - - 30' BUFFER LINE
N? PROPOSED BULKHEAD WILL TIE INTO - • • - • • - 75' AEC LINE
GRANDVIEW ESTATES EXISTING BULKHEAD IN GRANDVIEW
PHASE 2 ZONED R-15 ESTATES PERMIT# 9306 EXISTING 1REELINE
\ /11'EUMG B=1w SHEET 6 OF 6
SHORELINE STABILIZATION OF MANMAP:E?k_- ,P_L
RIVERGLEN 2
3 N 1 INC S?, 2000"
.
PASQUOTANK COUNTY - NORTH CAROLINA C0 ESIIZAUETII1CEMENT
ITY
„ ,41UNT/C EM111?0NMENTAL CONSULT,4NTS, LLC
GRAPHIC SCALE 1 = 100' P.O. 90X 3266, K/TTY H,4Wf,, N. C. 27949
[phone], a -mail roxdomant9aol com
DATE: 8/7/06 REVISED: 8/22/06 FILE: 05-099A DRAWN BY: DOUG D

A
4"x8"x10' WHALER
FINAL FlLL ?--' ?--' -' ?- '
3/4"X18' TIE RODS
10. ON CENTER W/
TURN BUCKLES
GALVANIZED

?s
`s
. .
:..
-FILTER CLOTH

5/8" BOLT W/ WASHER
GALVANIZED TYPICAL
s ?
PROPOSED -;
co BULKHEAD
SHEATHING LAPPED
OR TONGUE AND GROOVE

THIS CROSS SECTION IS TO BE USED FOR .--J , -
PLANNING PURPOSES ONLY.
BULKHEAD CROSS SECTION

.K

x PROPOSED AREA OF DISTURBANCE BEHIND
L BULKHEAD (145,052 SF)
--
?
.- - .
?.? PROPOSED BULKHEAD ( 1,330 LINEAR FEET) }r r -
'
BUFFER LINE
- - - 30
'
S''
AEC LINE
75 ,-• - r--' -'
?1(YY1• EXISTING TREEUNE

.77'
. S 34'32'00" E 277

123.23'
' 20,,,57 ?` ` -? •-- ,--? .-' ' .?- -_ ?-
E
S 34'32'00
v I
h?
15,335 SF
6
17
SF
115
0
180 2
,
5 Sr 179
54
20,6
Or 6
200 Sr
S `K
?
-
?
-
15, . .
r -
-
•
l
i ` r- r--' r-- .-- r
175
207 SF
0
2
,
KEEL WAY - 59 RNV
174 _{
0
122 ---
2
,

j6,9g
-?
"s K -? BASE MAP INFORMATION PROVIDED BY:
14 r- Bai:iZHEAD.---'
5 HYMAN & ROBEY DATED 2/2/06
087 Sr I
is, .-? r-• ,- .- r- J
SF
k .
19,929

_

15'462 --J --? -' - -?
? SHEET 5 OF 6
SHORELINE OF MANMADE,.Ct, . L
STABILI A ION

RIVERGLEN 2

3 N 1 INC. -- ? pooh
SEP
PASQUOTANK COUNTY - NORTH CAROLINA GOASTAL ANAGCMENT
kaNT/C ENl111f0NMENTAL CONSULr,4NrS, LLC
GRAPHIC SCALE 1 = 100 P0. BOX 3266, f(/lTY NAWK, AC. 27949
[phone], e--Ina// i-oxdolrnan®aof. coin
DATE: 8/7/06 REVISED: 8/22/06 FILE: 05-099A DRAWN BY: DOUG D
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EXISTI G T6 MPLWED
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r-i r.?r r.? r•..i r•? r. ? /' jS ? r--' r--r r•-'•r r? \
?___.,• r,-.,r ,.._-? r-.i r•? /' ?/ III
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TURN BUCKLES
GALVANIZED
5/8" BOLT W WASHER
GALVANIZED TYPICAL

6"X6"
SHEATHING LAPPED
OR TONGUE AND GROOVE
THIS CROSS SECTION IS TO BE USED FOR
PLANNING PURPOSES ONLY.
BULKHEAD CROSS SECTION
N.T.S.
r,
BASE MAP INFORMATION PROVIDED BY.
r HYMAN & ROBEY DATED 2/2/06
r-- ,--- ,-- f LEGEND
'? '"? '-'? `? '? PROPOSED AREA OF DISTURBANCE BEHIND BULKHEAD (81,911 SF)
x ---' r•-'r r-' - r-1_ , __. P,R,QPSJSED
Q LKNEAD r'
SHEET 4 OF 6
SHORELINE STABILIZATION OF MANMADE CANAL
RIVERGLEN 2
3 N 1 INC. zoos
PASQUOTANK COUNTY - NORTH CAROLINA ; , S YkL MANAGEMENT
ATL,4NT/C ENV/RONM -NrAL CONSUL T,4N75LL C
GRAPHIC SCALE 1 = 100, P.O. BOX ,2M,, K/TTY 11,4X,' N.C. 279-9
[phone], e -mall tomdorman0aol. corn
DATE: 8/7/06 REVISED: 8/22/06 FILE: 05-099A DRAWN BY: DOUG D
EXISTING BULKHEAD
PROPOSED BULKHEAD ( 1,016 LINEAR FEET)
- • - • - • - 404 WETLAND LINE CONFIRMED BY THE USACOE ON 4/6/06
- - - 30' BUFFER LINE
-••-••- 75' AEC LINE
EXISTING TREELINE
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AND OCTOBE 31 WILL -REOISIRE TRL ``
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BASE MAP INFORMATION PROVIDED BY: - - - 30' BUFFER LINE
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?Y1r1• EXISTING TREELINE SHEET 3 OF 6
SHORELINE STABILIZATION OF MANMADE CANAL
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GRAPHIC SCALE 1 = 100 A0. BO.Y32M,, K/TTY HAW!(, N. C. 279,9
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DATE: 8/7/06 REVISED: 9/5/06 FILE: 05-099A DRAWN BY. DOUG D
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DATE: 8/9/06 REVISED: 8/22/06 FILE: 05-099A DRAWN BY: DOUG D

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DATE: 8/9/06 REVISED: 8/22/06 FILE: 05-099A DRAWN BY: DOUG D

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