20060556 Ver 1_COMPLETE FILE_20060331

--------
.........._........
Permit Class
RENEWAL r/> � ��b
STATE OF NORTH CAROLINA
Department of Environment and Natural Resources r
and�f
Coastal Resources Commission
Verint"t
for t
X Major Development in an Area of Environmental
pursuant to NCGS I I3A-118
Permit Number
93-06
@L§NUR
MAY 2 2 2014
_2L Excavation and/or filling pursuant to NCGS 113-229
Issued to 3-N-1, Inc. c/o Phillip
Harrington,
PO Box 3332
Elizabeth City,
NC 27906
Authorizing development in
Pasauotank
County at adi.
Pasquotank River, Grandview Estates
Phase II Elizabeth City , as requested in the permittee's letter dated 3/13/14
This permit, issued on May 6. 2014 , is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special conditions and notes set forth below. Anv violation of these terms may
oe suglect to tines, imprisonment or civil action; or may cause the permit to be null and void.
fm
1) This renewal shall be attached to the original Permit No. 93-06, which was issued on 6/13/06, as well as
all subsequent modifications, refinements and renewals, and copies of all documents shall be readily
available on site when Division personnel inspect the project for compliance.
2) All conditions and stipulations of the active permit remain in force under this renewal.
i ms permit action may be appealed by the permittee or
other qualified persons within twenty (20) days of the issuing
date. An appeal requires resolution prior to work initiation or
continuance as the case may be
This permit shall be accessible on-site to .Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification not covered
hereunder requires further Division approval.
All work shall cease when the permit expires on
December 31, 2015
In issuing this permit, the State of North Carolina agrees
that your project is consistent with the North Carolina Coastal
Management Program.
Signed by the authority of the Secretary of DENR and the
Chairman of the Coastal Resources Commission.
N
Brfzton C. Davis, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee

Permit Class Zoo O 55? Permit Number
NEW 93-06
STATE OF NORTH CAROLINA
Department of Environment and Natural Resources
and
Resources Commission
Coastal
3
,permit JUN 1 5
2006
for
X Major Development in an Area of Environmental Concern DENR -WATER QUALITY
pursuant to NCGS 113A-118 WETtAOS MD sTORIAVATER K,
X Excavation and/or filling pursuant to NCGS 113-229
Issued to 3-N-1, Inc. c/o Phillip Harrington; PO Box 3332, Elizabeth City, NC 27906
Authorizing development in •Pasquotank ' County at adj. Pasquotank River, Grandview Estates
Phase lI. Elizabeth City as requested in the permittee's application dated 2/20/0 MP-11 and
3/1/06 (MP-2 & MP-3) including the attached workplan drawing (1) dated revised 3/21/06
This permit, issued on Jnne 13,_2006 , is subject to compliance with the application (where consistent.
with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may
be subject to fines, imprisonment or civil action; or may cause the permit to be null and void.
Shoreline Stabilization
1) • The alignment of the permitted bulkhead ° hall be staked by a permittee and approved by a representative
of the Division of Coastal Management within a maximum of 30 days prior to the start of any
• construction. Failure to initiate construction within 30 days, or erosion of the shoreline by adverse
weather conditions, will require the alignment to be restaked by DCM within a maximum of 30 days
prior to the new expected start of construction.
2) The bulkhead shall be constructed an average of 2 feet, and a maximum of 5 feet, from the Normal
Water Level.
3) The bulkhead shall be constructed prior to, any backfilling activities.
(See attached sheets for Additional Conditions)
This permit action may be appealed by the permittee or
other qualified persons within twenty (20) days of the issuing
date. An appeal requires resolution prior to work initiation or
continuance as the case may be.
This permit must be accessible on-site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification not covered
hereunder requires further Division approval.
All work must cease when the permit expires on
December 31, 2009
In issuing this permit, the State of North Carolina agrees
that your project is consistent with the North Carolina Coastal
Management Program.
Signed by the authority of the Secretary of DENR and the
Chairman of the Coastal Resources Commission.
xy?ZC-
Charles S. Jones, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee
3-N-1, Inc., c/o Phillip Harrington Permit #93-06
Page 2 of 3
ADDITIONAL CONDITIONS
4) A silt fence shall be properly installed immediately landward of the bulkhead cap immediately following
completion of backfilling activities, and shall remain until the disturbed areas are vegetated and
stabilized:
S) The bulkhead shall be structurally tight so as to prevent seepage of backfill materials through the
structure.
6) The bulkhead shall be solid `and constructed of treated wood, concrete slabs, metal sheet piles or other
suitable materials. approved by department personnel. No excavation is permitted except for that which
may be required for the construction of the bulkhead wall; riprap, deadmen cables, etc. This permit does
not authorize any excavation waterward of the approved alignment.
7) No backfill material shall be placed within 30 feet of the normal high water line, except that which will
be used to backfill the area behind the permitted bulkhead.'-
8) All fill material to be placed below normal water level will be confined behind the permitted bulkhead.
9) All backfill material shall be obtained from a high ground source and confined behind the permitted
bulkhead.
10) - The fill material shall be clean and free of any pollutants except in trace, quantities.
11) The riprap material used for the check dams shall consist of clean rock or masonry materials such as but
not limited to granite or broken concrete.
Upland Development
12) Unless specifically altered herein, this permit authorizes only the land disturbing activities associated
with the development of the Grandview Estates Phase II Subdivision, including the construction of the
associated asphalt roads, all as expressly and specifically set forth in the permit application dated
2/20/06 (MP-1) and 3/1/06 (MP-2 & MP-3), and depicted on the attached workplan drawings dated
revised 3/21/06. Any additional land disturbing activities and/or construction within an Area of
Environmental Concern shall require a modification of this permit. The applicant shall contact the
Division of Coastal Management at [phone] for any modification request.
Sedimentation and Erosion Control
NOTE: An Erosion and Sedimentation Control Plan will be required for this project. This plan must be
filed at least thirty (30) days prior to the beginning of any land disturbing activity. Submit this
plan to the Department of Environment and Natural Resources, Land Quality Section, 943
Washington Square Mall, Washington, NC 27889.
13) Appropriate sedimentation and erosion control devices, measures or structures must be implemented to
ensure that eroded materials do not enter adjacent wetlands, watercourses and property (e.g. silt fence,
diversion swales or berms, etc.).

3-N-1, Inc., do Phillip Harrington Permit #93-06
Page 3 of 3
ADDITIONAL CONDITIONS
Stormwater Management
14) The N.C. Division of Water Quality approved this project under stormwater management rules of the
Environmental Management Commission under Stormwater Permit No. SW7051030 on 12/7/05. Any
violation of the permit approved by the DWQ will be considered a violation of this CAMA permit.
General
15) No wetlands shall be'eacavated or filled,,even temporarily, without permit modification.
NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits;
approvals or authorizations that may be required.
NOTE: Future- development of the permittee's property may require a modification of this permit:
Contact a representative of the Division at [phone] prior to the commencement of any'
such ' activity for this determination. The permittee is further advised that many non-water
dependent activities are not authorized within 30 feet of the normal high water level.
NOTE: The N.C. Division of Water Quality has authorized the proposed project under General Water
Quality Certification No. 3400 (DWQ Project No. 060556), which was issued on 5/18/06.
NOTE: The U.S. Army Corps of Engineers has assigned the proposed project COE Action Id. No.
200632620.
AO? W AT ?9QG
C/)Wr-
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
May 18, 2006
Mr. Phillip Harrington
3-N-1, Inc.
P.O. Box 3332
Elizabeth City, NC 27906
Subject Property: 3-N-1, Inc. Property
Pasquotank River [030150, 30-3-(7), SC]
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project # 06-0556
Pasquotank County
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 0.0544
acres of Public Trust Area (PTA) estuarine waters, to construct a bulkhead and overflow ditch to rock
weir outfall as described in your application dated March 1, 2005, and received by the Division of Water
Quality (DWQ) 401 Oversight/Express Review Permitting Unit on March 31, 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 0.0544 (acres) DCM Field Investigation Report
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.enr.stite,nc,us/ncwetlands
No One
Carolina
Naturally
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/] 0% Post Consumer Paper
3-N-1, Inc.
Page 2 of 2
May 18. 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 252-946-6481.
Sincerely,
Alan W. Klimek, P.E.
AWK/Um
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: 0605563 n 1 Inc(Pasquotank)401_CAMA
NC®ENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, Director William G. Ross Jr., Secretary
March 29, 2006
2 0 0 6 0 5 5 6
MEMORANDUM:
TO: Cyndi Karoly
Environmental Biological Supervisor 0 (,j Fm 0 \V1 L9
Division of Water Quality
MAR 3 1 2006
FROM: Doug Huggett DENR- WATER QUALITY
Major Permits Processing Coordinator V.-rTlAtW Nil) STOfOVATERCRIIV1
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: 3-N-1, Inc.
Project Location: Off River Road, SR 1169, in Grandview Estates Subdivision, Pasquotank Co.
Proposed Project: Bulkhead, Stormwater basin with an overflow ditch to rock weir outfall
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by 04/19/06, 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: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
SIGNED DATE
1367 U.S. 17 South, Elizabeth City, North Carolina 27909
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer- 30% Recycled by Fiber Weight
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: 3-N-1, Inc., c/o Phillip Harrington
2. LOCATION OF PROJECT SITE: Off SR 1169, River Road, Grandview Estates Phase II, Elizabeth
City, Pasquotank County, adjacent to a manmade canal to Pasquotank River.
Photo Index - 2000: 237-1909 (A-10 to E-11) 1995: 167-1712 (A-17 to E-17)
1989: 127-6 (A-10 to F-11) 1984: 121-751 (R-4 to 0-4)
State Plane Coordinates - X: 2,828,677 Y: 929,367 Elizabeth City, N.C., L.R.
GPS - B031417A
3. - INVESTIGATION TYPE: CAMA, D&F
4. INVESTIGATIVE PROCEDURE: Date of Site Visit - 1/25/2006 and 3/14/2006
Was Applicant Present - Yes, Phillip Harrington and I met on
1/25/06
5. PROCESSING PROCEDURE: Application Received Complete - March 22, 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 - None in Phase II. There is an existing boat ramp on the
manmade canal in Phase I, west of Phase II project.
Planned - Vinyl bulkhead and overflow ditch from storm water basin.
(G) Estimated Annual Rate of Erosion - 0.5 feet/year
Source - DCM field representative estimation
7. HABITAT DESCRIPTION:
[AREA]
Fxravated FILLED Disturbed
(A) Public Trust Area, Estuarine Waters NA 2,370 sq. ft. NA
oc weir Bulkhead tie ac s
(B) Uplands in Estuarine Shoreline AEC 750 sq. ft. -70 sq. ft. rock fill 11,850 sq. ft.
in excavated area
(C) Uplands outside Estuarine Shoreline 45,845 sq. ft. 30,750 sq. ft. NA
AEC
(D) Total Area Disturbed - 91,565 sq. ft
(E) Primary Nursery Area - No
(F) Water Classification - SC Open -
(2.1 acres)
No
3-N-1, Inc., c/o Phillip Harrington
Field Investigation Report
Page 2
8. PROJECT SUMMARY:
The applicant proposes to construct a 1,185-ft. long vinyl bulkhead and a storm water basin with a
1,020-ft. long by 10-ft. wide overflow ditch to a rock weir outfall over the proposed bulkhead into a
manmade canal to Pasquotank River on his property located on an existing farm field east of existing
Grandview Estates Subdivision (Phase I) off River Road, Elizabeth City Community, Pasquotank
County.
PROJECT SETTING
The location of the proposed Phase II development site is within a 26.48-acre tract of farmland that is
being converted to a 53-lot residential subdivision with no common access area, located off River Road
(SR 1169) in the Grandview Estates Subdivision, Elizabeth City community of Pasquotank County.
Individual lots vary in size from 15,000 square ft. to 24,330 square ft. The development site is located
on the northern shoreline of a manmade canal to Pasquotank River near to and south of Cobb Point and
north of the U.S. Coast Guard Air Station. The canal is 30-ft. wide at its narrowest point and 130-ft
wide at its widest point in the Phase II portion of the project. The width of the canal at the proposed
ditch outfall is approximately 110-ft. The entire canal is approximately 4,100-ft. long running in a
northeasterly direction, then turns to the north where it opens into an approximate 500=ft. long.by 400-ft.
wide basin with an approximate 20-ft. wide opening to Pasquotank River.
The property is mostly flat with an approximate 9-ft. elevation, and the field is currently vegetated with
indigenous weeds and field grasses that was historically planted in corn and soybeans. There are
currently no manmade features on the Phase II tract and it 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 and
has a thin line of native trees, predominantly wax myrtle, red bay, sweet gum, and red maple along the
bank. The property on Phase II has an irregular shoreline that is approximately 1,185 linear feet. The
water depths in the canal range from 4-ft. in the western portion of the canal and gradually deepen to 7-ft.
as it approaches Pasquotank River. The water depths adjacent to Phase II of the project are 4-5-ft in the
middle of the canal.
The adjacent property to the west is Grandview Estates, Phase 1, a 38-lot developed subdivision, to the
north are River Road Middle School grounds, and to the east is undeveloped farmland of similar type.
The manmade canal borders the property to the south and Pelican Pointe Subdivision lies south of the
canal.
Division of Water Quality Storm Water Permit No. SW7051030 was issued on December 7, 2005 for
grassed swales and a wet detention pond to serve Grandview Estates Phase II. Division of Land
Resources, Land Quality Section, Erosion Control Plan No. Pasqu-2006-009 was issued on November
16, 2005 for Grandview Estates Phase II. There was no observed presence of submerged aquatic
vegetation or shellfish in the vicinity of the canal on March 14, 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.
3-N-1, Inc., c/o Phillip Harrington
Field Investigation Report
Page 3
DEVELOPMENT PROPOSAL
In order to prevent further erosion, the applicant proposes to construct a 1,185-ft. long vinyl bulkhead
with two 20-ft. wing walls into uplands on each end of the bulkhead. The proposed bulkhead alignment
will have a maximum distance of 5 ft. from the shoreline and an average distance of 2 ft. Clean, dry fill
will be used for backfill from the proposed basin and ditch excavation areas. No excavation will be
required for installation of the bulkhead. The erosion rate of the mamnade canal adjacent to Phase II is
approximately 0.5 ft./year and the adjoining shorelines are natural with no shoreline stabilization.
In order to properly handle the stormwater, the applicant proposes to construct a 36,395 sq. ft. basin,
6-ft. in depth, located approximately 400 feet landward of the proposed bulkhead. The stormwater basin
will overflow to the proposed 10-ft. wide drainage ditch, which runs in a southerly direction to the canal.
The stormwater will then pass through a check dam, located approximately 180-ft. landward of the
proposed bulkhead, in order to catch any debris. The stormwater will encounter a rock weir immediately
landward of the proposed bulkhead, prior to flowing into the canal. The proposed bulkhead section
adjacent to the rock weir will be approximately 1-ft. higher than normal water level in elevation and
10-ft. wide. The rock weir will consist of Class B stone set at a 2:1 slope. Sediment cloth will be used
landward of the rock weir until the ditch has established vegetation sufficient enough to prevent sediment
from entering the canal.
ANTICIPATED IMPACTS
The proposed bulkhead alignment with backfill will result in the filling of approximately 2,370 sq. ft.
of Public Trust Area (PTA), Estuarine Waters (EW) Area of Environmental Concern (AEC).
Approximately 265 cubic yards of fill material will be placed below NWL for the backfill. Land
disturbance for installation of the bulkhead tiebacks will occur over approximately 11,850 sq. ft. on
upland Estuarine Shoreline (ES) AEC.
Excavation for the stormwater basin and outflow ditch outside the ES AEC will be approximately
45,845 sq. ft. Excavation of the stormwater ditch within the ES AEC will be approximately 750 sq. ft.
Approximately 70 sq. ft. of riprap will be placed in the ditch in the excavation area within the ES AEC
immediately landward of the proposed bulkhead to form a rock weir. Excavated material from the
stormwater basin and ditch will be used for bulkhead backfill, and the remaining soil will be spread on
approximately 30,750 square feet of upland lots west of the proposed ditch, outside the 30-ft. buffer.
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: 03/27/06
MAJOR PERMIT FEE MATRIX
Applicant: 3-N-1, Inc.
Selection Development Type Fee DCM % DWQ %
(14300 1601 435100093 1625 6253) (24300 1602 435100095 2341)
1. Private, non-commercial
E] development that does not $250 100%($250) 0%($0)
involve the filling or
excavation of any wetlands
or g en water areas:
11. Public or commercial
L® development that does not $400 100%($400) 0%($0)
involve the filling or
excavation of any wetlands
or 0 en water areas:
111. For development that
involves the filling and/or
excavation of up to 1 acre
of wetlands and/or open
water areas, determine if A,
B, C, or D below applies:
III(A). For Private non-
El commercial development, if $250 100%($250) 0%($0)
General Water Quality
Certification No. 3301 (see

.
attached can be applied:
III(B). For public or
El commercial development, if $400 100%($400) 0%($0)
General Water Quality
Certification No. 3301 (see
attached can be applied:
III(C). If General Water
? 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:
IV. For development that
involves the filling and/or $475 60%($285) 400%Zo ($190)
excavation of more than
one acre of wetlands and/or
o en water areas:

PROJECT NARRATIVE
Grandview Estates Phase II _
CAMA Major Permit - 3-N-1, Inc. - Phillip Harrington
Elizabeth City, North Carolina, Pasquotank County
The proposed improvements are requested by 3-N-1, Inc. Phillip Harrington for
improvements to his property Grandview Estates 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 include the construction of 1,185 linear feet of bulkhead at
the normal water level (NWL) along the manmade canal of Grandview Estates Phase ll.
In addition, an overflow ditch is proposed for construction, which will allow the permitted
existing retention basin to properly drain to the proposed ditch, which will enter the
adjacent canal. The stormwater basin will overflow to the proposed drainage ditch and
pass through a check dam, which will catch any additional debris that may pass through
the treatment stormwater basin, after which stormwater will be directed to a two (2) foot
diameter culvert at the end of the drainage ditch, which will pass through the proposed
bulkhead along the shoreline.
The proposed drainage ditch and land disturbing activities have been approved by the
Division of Water Quality and The Division of Land Resources with the condition that a
CAMA Permit must be obtained prior to any work commencing. The proposed land
disturbance will be done with an excavator and bulldozers to properly grade the site as
designed in the stormwater plan.
Disturbance for proposed project:
Drainage ditch 10,080
Bulkhead backfill 11,185
TOTAL DISTURBANCE (s.f.) 21,930 s.f.
Disturbance within 75' AEC
Drainage ditch 750
Bulkhead backfill 11.185
TOTAL DISTURBANCE WITHIN 75' AEC 11,935 s.f.
Disturbance within 30' AEC
Drainage ditch 300
Bulkhead backfill 11,185
TOTAL DISTURBANCE WITHIN 30' AEC 11,485 s.f.
Form l) 1
'Arr
(To be completed by all applicants)

b. City, town, conununity or landmark
Elizabeth Citv
1. APPLICANT
a. Landowner: 3-N-1, Inc.
Name Phillin 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]
Fat 252-261-2965
c. Project name (if any) AEC 406-000
,VOTE. Permit isill he issited in name of landouner(s), ancl'or
project name..
2. LOCATION OF PROPOSED
PROJECT
a. Countv Paquotank County
c. Street address or secondary road number
Grandview Estates Phase II.
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.
Constnict overflow ditch that drains to adiacent
canal. Bulkhead 1,185 linear feet of canal.
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
constriction and daily operations of proposed project.
If more space is needed, please attach additional
pages. See atLached project narrative
Rey ised 03/9
Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 26,48 acye?,5
b. Size of individual lot(s) Varies, 15.000 sf - 24,330sf
c. Approxunate elevation of tract above MHW or NWL
+/- 9 feet
d. Soil type(s) and texture(s) of tract
Roanoke
e. Vegetation on tract Fann 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.)
Conservation X Transitional
Developed _ Community
_ Rural Other
h. How is the tract zoned by local government?
residential
Is the proposed project consistent with the applicable
zoning? X Yes No
(Attach zoning compliance ceiiificate, ifopplicable)
Has a professional
done for the tract?
If yes, by whom? _
archaeological assessment been
Yes X No
k. Is the project located in a National Registered
Historic District or does it involve a National Register
listed or eligible property'?
Yes X No
Are there wetlands on the site? _ Yes X No
Coastal (marsh) Other
If yes, has a delineation been conducted?
(Attach documentation, ifavailable)
m. Describe existing wastewater treatment facilities.
No existing wastewater facilities
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.) Surface nmoff
and overflow ditch that drains to opening in
bulkhead.
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:
o 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.
® An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 1/2" by l V 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.
CIA Stormwater Certification, if one is necessary.
OA list of the names and complete addresses of the
Re% ised 03/95
Form DCM-MP-1
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 subnhit 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 William Franklin Edmundson
Address PO Box 1216
Phone Elizabeth Citv, NC 27906
Name James Winslow
Address 2006 Asburv Drive
Phone Elizabeth City, NC 27909
Name
Address
Phone
o A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
pennittee, and issuing dates.
Storm Water Pen-nit No. SW7051030
Erosion Contol Plan No. Pasqu-2006-009
® A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
o A signed AEC hazard notice for projects in
oceanfront and inlet areas.
o 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 fiords
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.
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 fiirther certify that the information provided in this
application is truthful to the best of my knowledge.
This is the 20th day of February , 2006
Print Name Douglas Dorman
Signature_,
Land oter orAuthotized Agent
Please indicate attachments pertaining to your proposed
project.
X DCM MP-2 Excavation and Fill Information
X DCM MP-3 Upland Development
X DCM MP-4 Structures Information
DCM MP-5 Bridges and Culverts
DCM MP-6 Marina Development
NOTE: Please sign and date each attachment in the
space provided at the bottom of each form.
Revised 03/95
. Form DCM -INIP-2
EXC"AWA'?'I0I?
AND FILL
(Except bridges and culverts)
Attach this form to Joint Application for CAMA
Major Permit, Form DCM-MP-I. 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
Width month nPnth
Access
channel
(MLW)
(NWT .l
Canal
manmade
Boat
Basin
manmadP
Boat
ramp
Rock
groin
Rock (rip rap)
breakNvater
Other
(ir\cludin2
Shoreline-
sulbilization)
Length -r -?
o N/A -------- -------- -------
N/A
N/A
N/A -------- ------- -------
N/A -------- ------- -------
N/A ------- ------- -------
N/A -------
1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards N/A
b. Type of material to be excavated N/A
c. Does the area to be excavated include coastal
wetlands? Yes X No
d. Highground excavation in cubic yards 950
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area
Excavated material to be used for bulkhead
backfill, any remaining material will be graded
out on the west side of the overflow ditch on the
subdivision lots outside the 30' buffer.
b. Dimensions of disposal area 1,025' x 30'
1,185 x 15'
West of overflow ditch and bulkhead backfill.
c. Do you claim title to disposal area?
Yes X No
If no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? X Yes No
If yes, where? west side of overflow ditch.
Revised 03/95
e. Does the disposal area include any coastal
wetlands(marsh), SAVs or other wetlands? N/A
Yes X No
f. Does the disposal include any area in the water?
X Yes No
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
X Bulkhead Riprap
b. Length
1,1851ntear feet
c. Average distance waterward of MHW or NWL
Bulkhead alignment 2' average watenvard of NWL
d. Maximum distance waterward of MHW or NWL
Proposed bulkhead alignment 5' max of NXVL
e. Shoreline erosion during preceding 12 months
N/A
(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 265 cubic yards
h. Type of fill material
Excavated soil from overflow ditch.
Roanoke soils
1. Source of fill material
Excavated material from overflow ditch
4. OTHER FILL ACTIVITIES N/A
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
Yes No X
It yes,
(1) Amount of material to be placed in the
water
(3) Purpose of fill
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
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.
Grandview Estates Phase II
Applicant or Project Natne
Sie}tatt
.
Date
Revised 03/95
Form DCM-NIP-3
TJPi,ANl)
DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major Permit,
Fomi 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
Vinyl bulkhead to be constructed along canal with
overflow drainage ditch located at eastern property
boundary
b. Number of lots or parcels
52
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. 27.41 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 begun. If applicable, has a
sedimentation and erosion control plan been submitted to
the Division of Land Resources? X Yes No
If Yes, date submitted Approved 11/16/05
f. List the materials (such as snarl, paver stone, asphalt, or
or concrete) to be used for paved surfaces.
Asphalt roads, Concrete sidewalks and driveways
g. Give the percentage of the tract within 75 feet of MHW or
NWL, 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. N/A
la. Projects that require a CAMA Major Development
Permit
may also require a Stonnwater Certification. Has a site
development plan been submitted to the Division of
Environmental Management for review?
X Yes No
If yes, date submitted Approved 12/7/05
i. Describe proposed method of sewage disposal.
i
lot. ;1 S?wti .su?acm ,y
j. Have the facilities described in Item i. above received
state or local approval?
(Attach appropriate documenta(lon)
Yes, a general site evaluation has been done for the entire
parcel but individual pennits 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/comniercial effluent.. "wash down"
and residential discharges).
Surface runoff
1. Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
Public water svstem
in. Will water be X Yes No
impounded? _
If yes, how many acres? Wet detention area = 0.83
ac
n. If the project is an oceanfront development, when was
the
lot(s) platted and recorded? N/A
AEC #06-018
Applicant or Project Name
Sign re
3`?o G
Date
~ ~ ,
z ~
i m ~o TOP OF BERM ELEV. ~ 10.00 B"
s" { S
A TOP OF DITCH BANK R1 ~ ~ I U{...I•.,f/3 ~FRR ASBURYL °~r~~~"~~` „ ~ ~10YR 5.56 ~ < t _ ~ r`
0 ANE t ~ r qD s I INLET ELEV. ~ 3.00
CLASS B STONE WEIR INLET ELEV. ~ 4.45
SECTION CLASS B STONE ~ j
PERMANENT WATER SURFACE ELEV. ~ 3.00 I
~ LAYER OF {R5 DITCH BOTTgd ~ I I
T 4A THFCK STONE OF DITCH BgNK ~ I
~ SITE 90 pR , y; ~ \ I ' 1 d a ~ ` '
yo SPtJ 10 Q~~,P D Q oo i ~ ~ RIP RAP 8" SCH 40 PVC TEE 12" RIP RAP
EX• GRADE PROPOSED EX. GRADE @0~~ OP tit j ~ ~ 6" ~ __~i A 1 ~ ~
~ RIP-RAP DITCH ~ ~ ~ d ~S7 WASHED STONE - ` ~ I DRAWDOWN DEVICE- ~ ~1 i
WHAL k ~ ~ WkIA~EK ~ ~r -~'•'~'i-r±-> r;.,~._ LEAD PILING SCH 40 PVC PIPE 1 1 I ~
} ` ~0 ELZABETH CITY ~ THREADED PLUG N1TH ~ ~ & FlTIINGS ~ _..t_ _,.i _ _ _ . 3 1 2" DIA. HOLE I ~ I ~
COAST GUARD s ~ s K'fEKSV~LLE R STATION ~ ~ , 1 3~1 ~ SHEATHING LAPPED PROFILE CLASS B sroNE DRIL/lED' THROUGH i ~ I I ~ J
Oqp X ~ ; ; ; I I OR TONGUE AND GROOVE R ~ I ~ 1,0, ,r- ~ EMOVE SEDIMENT WHEN IT ACCUMULATES ~ I.. I ~ ' Es = CROSS SECTION
TO 1/2 THE HEIGHT OF THE DAM - ; ----f_ i` f I 3' WEIR 8" B' MIN.
j ; I ~ ~ i I, h i ~ ~ FILTER DAM IS TO BE IN PLACE UNill I ! 3 I ~ 4~P~ ~AR}~S j js ? ! GRASS IS ESTABLISHED IN BOTTOM OF DITCH CLEARANCE )ITCH
I ? 2 5 - ~ i ~ I; ; II ~ `k SUFFlCIENT TO PREVENT EROSION i 1 - CANA~BbTfiDI~ I I' : I 1 8"
NTS _ rm---,." ~ I~ - ~ '
.0
O R 0~ U C 0 CTIO C C DRA DEN
NTS NTS POND
EX. GRADE EX. GRADE
4"x8"x10' WHALER t1 D.00 31 TOP vlEw
FINAL FILL 3 4"X18' TIE RODS
1 ' ON CENTER W/ 8" 8"
TURN BUCKLES ~ _ ~ ~ x GALVANIZED D D 4.45
~m 43 - - N
FILTER CLOTH ~ • .
22,272 SF 42 ~ O 8"
4/ : ; 5/8" BOLT W WASHER 17,888 SF FRONT VIEW
GALVANIZED YPICAL 17,886 SF 40 12" THICK uYER
x 6"X6° 17,886 SF 44 u " CLASS B STONE
~
15, 000 SF gnu SHEATHING LAPPED _ ~ _ ~u OUTF OAP STRUCTURE -REAR
OR TONGUE AND GROOVE g I ~N PLANTING NOTES sa.t,
~ ~ u 1. VEGETATED SHELF SHALL BE PLANTED 'MTH PLANTS SELECTED FROM THE TABLE
O ~ +J = ~ 46 F~~ 15, 944 SF 47 ~ of = 50 ~u PRONDED• 2 OR 3 PLANTS SHALL BE CHOSEN ~ FROM THE TABLE.
1 O $ THIS CROSS SECTION IS TO BE USED FOR 16,244 SF 48 y1 ~ ~ 16,244 SF = O 2. PLANT MATERIAL MAY BE AVAILABLE FROM
PLANNING PURPOSES ONLY. 20,613 SF 16,244 SF " 48 $ yI 49 ~ " 51 LOCAL WETLAND AREAS AND DITCHES. THE g v~ ' CONTRACTOR SHALL VERIFY IMTH THE LOCAL COMMON NAME SCIENTIFlC NAME
P4 16,244 SF ~ , 16,244 SF 16,244 SF ~y) 16,244 SF = OFFICE OF COASTAL AREA MANAGEMENT $y ~ " WHETHER OR NOT A PERMIT IS REQUIRED TO W P TED RIA CORDATA
BULKHE C OSS SE TION - - - 1~00o sF $ yl 52 TAKE PLANTS FROM THESE AREAS SUE G IRIS NRCINICA
N.T.S. ~•u~ ~ u' O ~ A SA GITA I LATIFAUA u' m ; J. APPROPRIATE TRANSPLANTING OR
16,244 SF PLANTING METHODS SHALL BE DETERMINED u' ' ' ACCORDING TO PLANTS CHOSEN. (PRIOR TO
O - - - a ~ ' DIGGING, THE TOPS OF THE PLANTS SHOULD BE ' CUT OFF TO A HEIGHT OF 4-6 INCHES. CUT OR
95 a ++au~ 19,688 SF 23 15816 SF ~ 85 °su' DIG PLUGS APPROX. 4 INCHES SQUARE MAKING SURE TO GET FULL ROOT DEPTH. THIS PROCESS
a - - - ,aoros~ L. 16,308 SF 84 ~ SHOULD IMPROVE THE SURNYAL RATE OF MOST OF THE PLANTS,)
17, 6OO SF M •+Y,Lh. N ~ 15,357 SF SOY' ~Or , ' ~
- - - 94 s eoarar e 70.%' ~ J
~u. 15, 000 SF u N ~r~n' w saor i
86 eaoy - - - O 57 ~'J0 1 EX. GRADE (t1O.00) N
3 - y ,oow~ 15, 000 SF ~ ~ 83 ~ r ' ' PERMANENT POOL EIEYAlION - aoD 15,000SFpO~ 56 8 y ~ ~ ~
19, 688 SF 22 M .»~+s9 x ~ ~ ~ $ Y) 55 8;1 ~ O R 54 y 15, 000 SF y~ O ~ a'E
17,600 SF - - - 15,137 SF '3 - ~ 93 ~ f5, 000 SF ~ 15, 000 SF ~ 53 10' VEGETATED SHELF - - ~
O ea - - - - ~ 18,832 Sf n
LEGEND 15,000 SF w 87 ~+ziy o or ~ , , POND BOTTOM
O - - - ,ooroo~ ~ 82 r ELEV. ~ -3.00 o ~4saw w so.or As'co~
PROPOSED AREA OF DISTURBANCE BEHIND BULKHEAD (17,668 SF) 21 _ M •ri~+•~ N 15,000 SF o 19, 658 SF O 15 5A5 SF ~ ~ _ ~ ~ ~ M ,ac, s PROPOSED EKCAVATION AREA FOR OVERFLOW
~ ~ DITCH 950 CU.YDS,). 265 CU. YDS. WILL 58 _ BE US D FOR BULKHEAD BACKFILL. THE
PROPOSED ASPHALT ROADS - - - 17,600 SF - - - 92 mare ~ N+»`•w 15,000 SF . u +ez ~ REMAINING MATERIAL WILL BE GRADED ~I ~1 15, 491 SF C O A7 A7 0 s WEST OF DITCH OUTSIDE THE 30 BUFFER
88 - - - 30 BUFFER LINE mo., NTS
5 w Ap'Jr . 81 O ~ 75' AEC LINE ~,~n, w 15,041 SF ~ ,o e ~ STORM WATER BASIN '
19, 478 SF 15, 920 Sf 20 ~ ' S9
i~ir e
17,600 SF 91 +ss.zr N ~S,• w Q ~ ~m.oe, & - : = - Q 15, 491 SF ~ , , • ' ' F Y A A T P AS M & SH
~ 23,820 SF 80 cs a tt'10~ e ~ PROPOSED RIP RAP PAD ,uz ~ OVERFLOW f roP ELEV, - 3.20 .~s DI1CH TO CANAL I PERMANENT
89 18,681 Sf ~ ~ ' ' -0tlSTING GRADE 20' ATER SURFACE $ ~ ~~,4+4,~ ELEY ~ 3.00
6 / Q, 3
22,104 5f 19, 300 SF 60 a ~ g 1 EARTH WEIR ACROSS 65 X~' END OF FOREBAY AREA 64 6 O -
19 ~ ~ O ~ w ~A i O ~ S N-!, 6YC _ a 15, 491 SF 63 ~ 16, 036 SF ' ' 1 2.5' ~
- - - 17, 625 SF / ~ / ~ 23,636 SF ~,v , B 16, 036 SF ' ' i 16,036 SF M
- - - j~'''~ ' 79 ~ ~ i a d 1 i~ 4 ,Y9'LC1 ~ A
. ~~•w~ ~ 78 16, 093 SF ~ ,ooror~ ls'~ - 1 MARSH VEGETATION OTTOM ELEV. ~ 0.50 io c L s ,
Q ~z; _ 6P , s ~
1s,o7o sF e 21, 418 sF ~ _ 77 °s KI 16, 036 SF
~ 1B : $ ~ ATE DATA: _ - 16, 070 SF ~ 61 $ BOTTOM ELEV. ~ -3,00
1. OWNER/DEVELOPER: 20,250 SF 0.1 15, 491 SF ' ' PROPO SED CHECK FO AY C OSS SECTION
3-N-1, INC. ~ 76 $g O 4 P.0 BOX 3332 t ' ' DAM LOCATIONS NTS
ELIZABETH CITY, NC 27906 ~ 16,070 SF •~y ,ri•~y [phone] 6B ~ N61lPrl6f pAQp!!'p
2. THIS PROPERTY IS ZONED: R-15 ,hs~' 67 aas mss, cu~0 n~ 69 19, 520 SF ~ j g ~ 66 N/r
3. AREA TO BE SUBDIVIDED: 26.48 AC - p9'~°~ 18,589 SF ~ 19,262 SF 24,637 SF ' '
TOTAL TRACT: 51.46 AC ` ' ,
c 5. TYPICAL BUILDING SETBACK: N~ FRONT YARD = 35' SPRINT
REAR YEAR = 25' _ •+e 71 70 \ - 0
SIDE YARD = 10' SIDE YARD (CORNER) = 15' ~ 1 73 21433 SF 't~ ~ - ~ , RIP RAP TO BE PLACED AT DITCH 18,951 SF ~ BULKHEAD INTERSECTION N
LOTS 67-76 HAVE A 30' REAR SETBACK / CAMA BUFFER N~
an oEac~n BEN sPaa: 19, 962 SF ~ g a WHERE DRAINAGE EASEMENTS EXCEEO TYPICAL SETBACKS, 59,788 SF 'o ~O, ~ . . ~ 1 I ~ , x~~ ?Op
THE SETBACKS HAVE BEEN INCREASED TO MATCH THE ~ • • o ~ Y ~ _ , . DRAINAGE EASEMENTS. ' 74 - - • _ ~ ~ .w a
6. DRAINAGE EASEMENTS ARE AS FOLLOWS: K 22,581 SF EHIND BULKF , PRf1PflSED °eULKHE-A ~ ~ ; e.- ~ ,v_ . Ah71S ~pU~ EHIND BULKHEAD _ 10'
10' ALONG ALL INTERNAL PROPERTY LINES, ~ - " ~ . , ~ 1 °%1 ~ s F _ sF
20' ALONG AlL RIGHT-OF-WAY & EXTERNAL / ~ a• , ' - PROPERTY LINES \ ~ ~ p// ~ ' - ~ EIQSTING GROUND F
30' ON PROPERTY LINES ALONG MAJOR DRAINAGE ROUTES ~ / ~ „ ~ , ~ • • ~ • ~ IU11dY IRINAIIN ~ (AS SHOWN) 1 _ `:J ~ / , . - , . ,_w.,,~ - _ .
7. SMALLEST OVERALL LOT = 15,000 SF ~ 24,330 Sf , \ . DEPTH i\\. vAPoES ~
8. LINEAR FOOTAGE OF PROPOSED STREETS: 1. , ~ ~ ~ s
PLEASANT DRIVE 950.70 LF ~ t' ~ ~ ~ • . • we PECANCOURT 431.82 LF ~ .'hl_....,~ v~ ~ ' -
PROPOSED ROAD 893.84 LF GRAND VIEW DRIVE 1.077.39 LF . _ . - , . ~o N
TOTAL 3,153.75 LF \ _ ~ l '
• / PROPOSED BULKHEAD 9. A 20' UTIl1TY EASEMENT EXISTS ALONG ALL FRONT . - • PROPERTY uNES. BASE MAP INFORMATION PROVIDED BY; ~ -~~,rry QED BULKHEAD ~ NTS
. ~ 10. TOTAL NUMBER OF LOTS; 52 + OPEN SPACE HYMAN & ROBEY DATED 9 02 ~ ~ ' y ~
~ X05 _ _ ~ ~ ~ _ - ~I 5 6
11. THIS SITE IS LOCATED IN FLOOD ZONE °X", "SHADED X" & "AE" ~ p (ELEV. 5) ACCORDING TO FEMA FLOOD MAP 3720892200 J, ~ " " ' "
DATED OCTOBER 5, 2004• ? • `
12. TOTAL OPEN SPACE PROVIDED: 2.09 AC (POND AREA 1.60 AC)
TOTAL OPEN SPACE REQUIRED: 0.47 AC N0. DATE REVISIONS
„ , ~ r, e, „ DRAWING ND.
. 26 X 4.0 (4 BEDROOM = 104.00 X 108.9 = 11.325.60 SF
TOTAL = 20,386.08 SF - 0.47 AC GRAPHIC SCALE 06-018 B UL IfHEA - D & 0 VEA 0 VERFL 0 IV DITCH 1 2/28/06 AS PER DCM COMMENTS DATED 2/24/06 2 3/21/06 AS PER DCM COMMENTS DATED 2/20/06 Y ZN-V11f0N#fN1t4-Z 14IZ14NII ZZ C
13. THIS SITE HAS NO WETLANDS. 100 0 50 100 200 400 CONSXIINIS'
14. ANY LAND DISTURBING ACTIVITY WITHIN THE 30' CAMA BUFFER DRAWN BY WILL REQUIRE A CAMA PERMIT. 0 L77 - PO BOX 3266 KITTY HAWK NORTH CAROLINA n S TA - rpL,7 PHA 2 1- 11 INC. Phoney [phone] Fax [phone]
DAD CRA X D VIE TV OTA 1 15. NO MORE THAN 30% IMPERVIOUS COVERAGE CAN OCCUR
WITH THE 75' AEC. ( IN FEET )
1 inch = 100 ft. ISSUE DATE - - E-Mails roxdorMan@aol,com
DRAWING FILE: GRANDVIEW 2/20/06
PLOT SCALE: 100' CITY OF ELIWETH CITY, P.4SQUOT,4NK 11 ASQUOTANK COUNTY, NORTH CAROLINA