20081232 Ver 1_More Info Received_20081017

COASTAL PLANNING SERVICES, INC.
Kathy B. Vinson, AICP
Comprehensive Land Use Planning and Development Assistance
P.O. Box 827 Office 252.354.4916
Morehead City, NC 28557 Cell 252.240.9297
October 15, 2008
Mr. Ian McMillan
NC DWQ - 401 Wetlands Unit
2321 Crabtree Blvd.
Raleigh, NC 27604-2260
Q.3 Z
Re: DWQ Project #20081=
Shadow Creek Estates Subdivision
Onslow County
t;f d9n
u) 2008
DENR - WAIEK U00111Y
WETLANDS AND STIORKNATER BRANCA
Dear Ian:
Shadowcreek Estates, LLC is requesting a 401 Water Quality Certification from the Division of Water
Quality and authorization from the US Army Corps of Engineers (USACE) to develop Shadow Creek
Estates subdivision in Onslow County. Enclosed are the revised Pre-Construction Notification and copies
of other required documents. We believe these documents address the concerns specified in Joanne
Steenhuis' review letter of September 12, 2008. We provided the permit application fee of $240.00 with
our submittal dated August 11, 2008.
Please recall that we previously notified you of unauthorized work that has occurred in wetland areas
located on the project site. As shown on project plans, the location of the wetlands prevents access to the
rear of the property. Due to our client's inexperience with subdivision development and related wetland
issues, fill was inadvertently placed in wetlands to create a stream crossing to access the rear portions of
the site. The placement of fill occurred following receipt of the state stormwater permit for the
subdivision, which Mr. Davis believed to be authorization for this work. As we stated previously, Mr.
Davis is now aware of the regulatory requirements and has stopped all work in the area of the wetlands.
He is eager to obtain all required permits and authorizations.
Copies of this package are being concurrently sent to Brad Shaver with the US Army Corps of Engineers
and Joanne Steenhuis in the Wilmington Regional Office. Please call me at 252-240-9297 if you have
questions or need additional information. We very much appreciate your assistance.
Sincerely,
Kathy B. Vinson, AICP
Enclosures
Shadowcreek Estates, LLC
Shadow Creek Estates Subdivision
Onslow County
October 15, 2008
Shadowcreek Estates, LLC proposes to construct roads, utilities, stormwater management
facilities, and other infrastructure to serve a 54-lot low-density subdivision to be known
as Shadow Creek Estates.
The project is located on a 32.87-acre tract on NCSR 1509 (Queens Creek Road)
approximately 2.0 miles south of its intersection with NC 24 in Swansboro Township,
Onslow County. The site is within the White Oak River basin and drains into Parrot
Swamp. The subdivision has received preliminary approval from the Town of Swansboro
and state stormwater and erosion control permits have been issued. A wetland delineation
was approved by the US Army Corps of Engineers in June 2008. Clearing, grading, and
installation of utilities have begun; otherwise the site is undeveloped.
Shadow Creek Estates subdivision will consist of one phase. The current submittal covers
the full project. No future development is planned that would result in additional impacts
to nearby downstream water quality.
The project is located on a former timber tract. The stream and wetlands on the site are
thought to have been previously modified. Long-time residents of the area state that
logging paths located throughout the property crossed the stream and other wetlands.
Although the site has been partially cleared, there is some evidence remaining of these
paths crossing wetland areas. Additionally, sections of the stream appear to have been
previously straightened.
The site contains 5.73 acres of wetlands. Proposed impacts include one road crossing at
the stream (Impact 1) that includes utility crossings, sidewalks, and a culvert pipe with
one riprap scour pad (Impact 1-A). Additionally one shared driveway to serve lots 41 and
42 will cross a narrow "finger" of wetlands to the north of the stream impact (Impact 2).
Wetland impacts will total 0.105 acre; stream impacts will affect 68 linear feet. Pittman
Soil Consulting examined the project site and determined that while the proposed road
will cross a perennial stream, the shared driveway impacts will be to an ephemeral
channel. Staff of the NC Division of Water Quality (DWQ) subsequently inspected the
site on September 4, 2008 and concurred with the findings of the soil scientist regarding
the two wetland features.
The subdivision was designed to minimize the number and impact of wetland/stream
crossings needed to access the rear portions of the property and make the site buildable.
The proposed road (Impact 1) was designed to cross the stream at a single location
(between lots 24, 25 and 42, 43), and at a relatively narrow portion of wetland. A 48"
pipe will be partially buried under the road to assure continued flow of the perennial
stream and continued movement of any aquatic life in the stream.
Shadowcreek Estates, LLC
October 15, 2008
Page Two
The size of the rock riprap scour pad at the road crossing has been limited to 8' to reduce
impacts as much as possible while still preventing erosive velocities at the outlet. The
proposed sidewalks on either side of the road have been pulled in close to the road (2' off
the back of curb) in the area of the crossing. Utility crossings at this location will be
placed under the road and sidewalks. Retaining walls are proposed here as well, rather
than sloped earthen embankments, to further reduce the impact area. There are no
proposed utility crossings outside the shoulder of the roadway.
Although a bridged crossing was considered as an alternative to the road crossing, this
option was determined to be financially prohibitive due to the limited number of lots (18)
beyond the crossing and its location over a narrow section of the stream (f 2' in width).
Additionally, since the road will be turned over to the Town of Swansboro, it must be
built to standards contained in the Town of Swansboro Unified Development Ordinance.
The local ordinance contains no provisions for bridges.
A representative of the NC Division of Marine Fisheries (DMF) inspected the site on
September 19, 2008. The representative indicated to the project consultants that
installation of the culvert and riprap scour pad, and other components of the proposed
road crossing design, would be acceptable to the agency. She agreed that due to the
narrow stream width, and the proposed design of the road crossing, no bridge would be
necessary or required by DMF at the site.
Driveway access over the wetlands is required to develop lots 41 and 42. The shared
driveway (Impact 2) will affect a smaller area of wetlands than would two separate
driveway crossings. A culvert pipe is to be placed within the channel under the proposed
shared driveway to allow continued flow of any runoff within the channel.
The location of the shared driveway and associated drain pipe will be established in the
field by the surveyor to assure its proper location. As previously noted, the wetland area
to be crossed by the shared driveway has been determined to be an ephemeral channel by
the soil scientists and DWQ.
Elevated pedestrian footbridges, constructed to USACE standards, are proposed for
access to rear portions of lots 42, 43, 46, and 47. The locations of the footbridges are
shown on the enclosed plat to be recorded with the restrictive covenants for the
subdivision.
Wetlands are found on the rear portion of other lots in the subdivision; however, the
locations of wetlands on other subdivision lots do not create accessibility issues.
Therefore, no footbridges are proposed for the other lots containing wetlands.
Shadowcreek Estates, LLC
October 15, 2008
Page Three
The mitigation plan for this project consists of preservation of the remaining (non-
impacted) wetlands on the site and compensatory mitigation for the wetlands and stream
losses resulting from the development.
Restrictive covenants acceptable to the USACE for the purpose of preserving the
remaining wetlands will be prepared by an attorney and recorded prior to the sell or
conveyance of any lots or property in the subdivision. A sample of the restrictive
covenant language to be recorded is included with this submittal, along with maps of
conservation areas (with proposed wetland and stream impacts designated) to be recorded
with the covenants. All wetland areas, with the exception of permitted crossings, are to be
conserved. Permitted crossings are anticipated to be Shadowcreek Drive, a shared
driveway for lots 41 and 42, and pedestrian footbridges for lots 42, 43, 46, and 47, per
this submittal.
Purchase of wetland credits from the Hofrnann Forest wetland mitigation bank (North
Carolina State University) and stream credits from the NC Environmental Enhancement
Program (EEP) have been approved for this project. Copies of acceptance letters from
both mitigation banks are attached. Mitigation is proposed at a 1:1 ratio; however, both
programs have offered additional credits.
Attachments
Shadowcreek Estates, LLC
USACE Action ID: 20081203
DWQ Project #20081092
1. Vicinity map
2. Topographic map
3. Aerial photo
4. Soils map
5. Master layout map; impact, section, and sample lot layout drawings
6. Wetland delineation
7. Stormwater permit
8. Erosion and sedimentation control plan
9. Mitigation: documentation letters (NC EEP and Hofmann Forest wetland mitigation bank),
sample restrictive covenants, and conservation area maps

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LEGEND
Hydro
Road Name
Streams
Parcels
Soil Map
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SWANSBORO
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Aipin Fine Sand
Autryville loamy fine sand
Baymeade find sand
Baymeade-Urban land complex
. Bohicket silty clay loam
Carteret Fine Sand
Corolla fine sand
Craven fine loam(t-4%slope)
Craven fine loam(4.8% slope)
Croatan muck
Dorman muck
Duckston fine sand
Foreston loamy fine sand
Goldsboro fine sandy loam

?.r Goldsboro-Urban land complex
Griffon fine sandy loam
Kureb fine sand
Lafitte muck
® Lenoir loam
Leon fine sand
Lynchburg fine sandy loam

Marvyn loamy fine sand
Masontown mucky sandy loam
feucklee loam
Murville tine sand
Newhan-Corolla-Urban
Newhan fine sand
wi.
111111111151 Newhan fine sand-dredged
Norfolk loamy fine(0-2`- slope)
Norfolk loamy fine12.6` slope;
Onslow loamy fine sand
Pactolus fine sand
Pantego mucky loam
Pits
Rains fine sandy loam
Stallings loamy fine sand
Torhunta fine sandy loam
Urban
Wando fine sand
Water
IF Woodington loamy fine sand
Yaupon fine sandy loam
City Boundaries
HOLLY RIDGE
JACKSONVILLE
NORTH TOPSAIL BEACH
RICHLANDS
SURF CITY
SWANSBORO
Aerials 2006
County
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SCALE: 11"=30'
ICJ Shadow Creek Estates
Crystal Coast Engineering, P.A. PREPARED FOR
Civil and Environmental Consulting Engineers ShadowCreek Estates, LLC
David K. Newsom, PE Swansboro Township - Onslow County
John R. Freshwater, III, PE SCALE: 1' - 30' REV: Aug. 5_ 2nn8 ner nwo
DAB June
3817-3 FREEDOM WAY, HUBERT, N.C. 28539 30, 2008
PHONE: [phone] - FAX: [phone] PROJECT: 07-014
DRAWN BY: JC/DKN SHEET: DETAIL 1 OF 6
TYPICAL RE E(NCE / /\ \ I
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Crystal Coast Engineering, P.A.
Civil and Environmental Consulting Engineers
David K. Newsom, PE
John R. Freshwater, III, PE
3817-3 FREEDOM WAY, HUBERT, N.C. 28539
PHONE: [phone] - FAX: [phone]
NOT INTENDED FOR CONSTRUCTION
Shadow Creek Estates
PREPARED FOR
ShadowCreek Estates, LLC
Swansboro Township - Onslow County
SCALE: 1" : 30' REV: Aug. 5_ 2008 par DWO
DATE: June 30, 2008
PROJECT: 07-014
DRAWN BY: JC/DKN SHEET: DETAIL 2 OF 6
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Is A-1j
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Section A-A , ; • GIN
(5zaEzz) HORIZ: 1"=40"
VERT: 1„=4f
IMPACT 1 - CROSS SECTIN DETAIL A
Crystal Coast Engineering, P.A. Shadow Creek Estates
Civil and Environmental Consulting Engineers Swansboro Township - Onslow County
David K. Newsom, PE
John R. Freshwater III, PE AS SHOWN REV
SCALE
3817-3 FREEDOM WAY, HUBERT, N.C. 28539 DATE: August 25. 2008
PROJECT: 07-014
PHONE: [phone] - FAX: [phone] DRAWN BY JC/DKN SHEET; DETAIL 3 OF 6

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Section B-B
HORIZ: 1"=40"
VERT: 1"=4'
NOTE:
DEPRESS 48" RCP INTO
STREAMBED BY 1/2 PIPE
DIAMETER (2 FT.)
Crystal Coast Engineering, P.A.
Civil and Environmental Consulting Engineers
David K. Newsom, PE
John R. Freshwater III, PE
3817-3 FREEDOM WAY, HUBERT, N.C. 28539
PHONE: [phone] - FAX: [phone]
IMPACT 1 & 1A - SECTION DETAIL B
Shadow Creek Estates
Swansboro Township - Onslow County
SCALE AS SHOWN REV.
DATE August 25. 2008
PROJECT: 07-014
DRAWN BY: JC/DKN SHEET: DETAIL 4 OF 6
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Section C-C
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16FOR CONSTRUCTION VERT: 1"=2' g.
WETLAND IMPACT 2 - SECTION DETAIL C
Crystal Coast Engineering, P. A. Shadow Creek Estates
Civil and Environmental Consulting Engineers Swansboro Township - Onslow County
David K. Newsom, PE AS SHOWN REV.
John R. Freshwater III, PE DATE TES August 25, 2008
3817-3 FREEDOM WAY, HUBERT, N.C. 28539 DA
14
PHONE: [phone] - FAX: [phone] PROJECT: 07-014
DRAWN BY: JC/DKN SHEET: DETAIL 5 OF 6
42/
LOT 41-
?/
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LINE
WETLANDt
WETC,4N? •\` WETLANpS • +t > t EPHLMERALt
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14 LF \
1FUTURE _ 12 RCP \
SHARED
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FUTURE .
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L(LNI! INTENDED FOR CONSTRUCTION
Section D-D
HORIZ: 1"=20"
VERT. 1"=2'
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Crystal Coast Engineering, P.A.
Civil and Environmental Consulting Engineers
David K. Newsom, PE
John R. Freshwater III, PE
3817-3 FREEDOM WAY, HUBERT, N.C. 28539
PHONE: [phone] - FAX: [phone]
WETLAND IMPACT 2 - SECTION DETAIL D
Shadow Creek Estates
Swansboro Township - Onslow County
SCALE: AS SHOWN REV.
DATE Auaust 25. 2008
PROJECT: 07-014
DRAWN BY. JC/DKN SHEET: DETAIL 6 OF 6
1
NOTE. THIS SUPPLEMENT IS PROVIDED FOR ARMY
CORPS OF ENGINEERS PERMITTING REVIEW ONLY, do
IS INTENDED TO SHOW POSSIBLE (MA)aMUM)
BUILT-UPON-AREA CONFIGURATIONS ONLY.
WITHIN THE CONSTRAINTS OF VARIOUS PERMIT
CONDITIONS (INCLUDING STORMWATER, EROSION do
SEDIMENTATION CONTROL, ACOE PERMITTING,
BUILDING PERMITS & OTHERS), ACTUAL LAYOUT OF
BUILT-UPON-AREA FOR ANY LOT WILL VARY WITH
THE INDIVIDUAL LOT OWNER. DESIGN &
DEVELOPMENT FOR INDIVIDUAL LOTS IS BY OTHERS-
NG L'ojMjTS
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Sample Layout
SCALE: 1"=60'

NOTE: THIS SUPPLEMENT IS PROVIDED FOR ARMY
CORPS OF ENGINEERS PERMITTING REVIEW ONLY, do
IS INTENDED TO SHOW POSSIBLE (MAXIMUM)
BUILT-UPON-AREA CONFIGURATIONS QHLY .
WITHIN THE CONSTRAINTS OF VARIOUS PERMIT
CONDITIONS (INCLUDING STORMWATER, EROSION do
SEDIMENTATION CONTROL, ACOE PERMITTING,
BUILDING PERMITS do OTHERS), ACTUAL LAYOUT OF
BUILT-UPON-AREA FOR ANY LOT WALL VARY WITH
THE INDIVIDUAL LOT OWNER. DESIGN do
DEVELOPMENT FOR INDIVIDUAL LOTS IS BY OTHERS.

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LOTS 41 & 42:
Sample Layout 2
SCALE: 1 °=60'
Crystal Coast Engineering, P.A.
Civil and Environmental Consulting Engineers
David K. Newsom, PE
John R. Freshwater, III, PE
3817-3 FREEDOM WAY, HUBERT, N.C. 28539
PHONE: [phone] - FAX: [phone]
/W
`CAL $OC --_SIDEWALK
sTrIlEfloo am
NOT INTENDED FOR CONSTRUCTION
BUILT-UPON-AREA LAYOUT SUPPLEMENT
PREPARED FOR
Shadow Creek Estates
Swansboro Township - Onsiow County
SCALE: 1" = 60' REV:
DATE. June 30, 2008
PROJECT: 07-014
DRAWN BY: JC/DKN SHEET: LAYOUT SUPPLEMENT 2/6
o M•'0'" J?pp? / /
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NOTE: THIS SUPPLEMENT IS PROVIDED FOR ARMY
CORPS OF ENGINEERS PERMITTING REVIEW ONLY, Sc
IS INTENDED TO SHOW POSSIBLE (MAXIMUM)
BUILT-UPON-AREA CONFIGURATIONS ONLY .
WITHIN THE CONSTRAINTS OF VARIOUS PERMIT
CONDITIONS (INCLUDING STORMWATER, EROSION &
SEDIMENTATION CONTROL, ACOE PERMITTING,
BUILDING PERMITS & OTHERS), ACTUAL LAYOUT OF
BUILT-UPON-AREA FOR ANY LOT WALL VARY WITH
THE INDIVIDUAL LOT OWNER. DESIGN &
DEVELOPMENT FOR INDIVIDUAL LOTS IS BY OTHERS
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S?ADOwCREE '?CIL
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Sample Layout 3
'' NOT INTENDED FOR CONSTRUCTION
? SCALE: 1"=60'
BUILT-UPON-AREA LAYOUT SUPPLEMENT
Crystal Coast Engineering, P.A. PREPARED FOR
Civil and Environmental Consulting Engineers Shadow Creek Estates
Swansboro Township - Onslow County
David K. Newsom, PE
John R. Freshwater, III, PE SCALE: 1- = 60' REV:
DATE June 30, 2008
I 3817-3 FREEDOM WAY, HUBERT, N.C. 28539
PHONE: [phone] - FAX: [phone] PROJECT: 07-014
DRAWN BY: JC/DKN SHEET. LAYOUT SUPPLEMENT 3/6

WI -MAKDS r j
r
4' PEDESTRIAN 'i NAG
FOOTBRIDGE S
(WOOD WALK)
sf v
' BUA shown
i
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LOT 46:
Sample Layout 6 e°GGFanfflng Sup
SCALE: 1"=60' - -- --muncnenn.
Crystal Coast Engineering, P.A.
Civil and Environmental Consulting Engineers
David K. Newsom, PE
John R. Freshwater, III, PE
3817-3 FREEDOM WAY, HUBERT, N.C. 28539
PHONE: [phone] - FAX: [phone]

BUILT-UPON-AREA LAYOUT SUPPLEMENT
PREPARED FOR
Shadow Creek Estates
Swansboro Township - Onslow County
SCALE 1' = 60' REV.
DATE. June 30, 2008
PROJECT: 07-014
DRAWN BY: JC/DKN SHEET: LAYOUT SUPPLEMENT 576
NOTE: THIS SUPPLEMENT IS PROVIDED FOR ARMY
CORPS OF ENGINEERS PERMITTING REVIEW ONLY, &
IS INTENDED TO SHOW PO IB F (MAXIMUM)
BUILT-UPON-AREA CONFIGURATIONS QNLY .
WITHIN THE CONSTRAINTS OF VARIOUS PERMIT
CONDITIONS (INCLUDING STORMWATER, EROSION &
SEDIMENTATION CONTROL, ACOE PERMITTING,
BUILDING PERMITS & OTHERS), ACTUAL LAYOUT OF
BUILT-UPON-AREA FOR ANY LOT WILL VARY WITH
THE INDIVIDUAL LOT OWNER. DESIGN &
iDEVELOPMENT FOR INDIVIDUAL LOTS IS BY OTHERS.
G

N

ofl1LltittLJ
1 ?I
? "?WET1=A?lDS
_4' PEDESTRIAN
FOOTBRIDGE
(WOOD WALK)
I
0
0
0
o
47
i4 f
131
A/
I
NOTE: THIS SUPPLEMENT IS PROVIDED FOR ARMY
CORPS OF ENGINEERS PERMITTING REVIEW ONLY, &
IS INTENDED TO SHOW POSSIBLE (MAXIMUM)
BUILT-UPON-AREA CONFIGURATIONS ONLY .
WITHIN THE CONSTRAINTS OF VARIOUS PERMIT
CONDITIONS (INCLUDING STORMWATER, EROSION &
SEDIMENTATION CONTROL, ACOE PERMITTING,
BUILDING PERMITS & OTHERS), ACTUAL LAYOUT OF
BUILT-UPON-AREA FOR ANY LOT WILL VARY WITH
THE INDIVIDUAL LOT OWNER. DESIGN &
DEVELOPMENT FOR INDIVIDUAL LOTS IS BY OTHERS .1

I?
e

LOT 47:
Sample Layout 7
SCALE: 1"=60'
Crystal Coast Engineering, P.A.
Civil and Environmental Consulting Engineers
David K. Newsom, PE
John R. Freshwater, III, PE
3817-3 FREEDOM WAY, HUBERT, N.C. 28539
PHONE: [phone] - FAX: [phone]
E,119 sf
i
3UA shown
?GQ :fix
1z' C7 I
?a
G
0° G,v
NOT INTENDED FOR CONSTRUCTION
BUILT-UPON-AREA LAYOUT SUPPLEMENT
PREPARED FOR
Shadow Creek Estates
Swansboro Township - Onslow County
SCALE 1' = 60' REV:
DATE June 30, 2008
PROJECT: 07-014
DRAWN B*1DKN SHEET: LAYOUT SUPPLEMENT 6/6

U.S. ARMS' CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. 2008 1203 County: Onslow U.S-G.S. Quad: Hubert
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner: ShadowCreek Estates LLC Agent: Pittman Soil Consulting
Address: attn: Jim Davis attn: John Kase
P.O. Box 4505 1073-1 Gregory Fork Road
Emerald Isle, NC 28594 Richlands, NC 28574
Property description
Size (acres) 32.87 Nearest Town Swansboro
Nearest Waterway Parrot Swamp River Basin White Oak
USGS HUC 03030001 Coordinates N 34.6793 W 77.1773
Location description The site is located off SR 1509 (Queens Creek Road) just southwest of the Queens Creek Bridge
near Swansboro, Onslow County.
Indicate Which of the Following Apply:
A. Preliminary Determination
_ Based on preliminary information, there may be wetlands on the above described property. We strongly suggest you have
this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered final, a
jurisdictional determination must be verified by the Corps. This preliminary determination is not an appealable action
under the Regulatory Program Administrative Appeal Process ( Reference 33 CFR Part 331)-
113. Approved Determination
There are Navigable Waters of the United States within the above described property subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or
our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
X There are wetlands on the above described property subject to the permit requirements of Section 404 of the Clean Water
Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published regulations, this determination may be
relied upon for a period not to exceed five years from the date of this notification.
We strongly suggest you have the wetlands on your property delineated. Due to the size of your property and/or our
present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely
delineation., you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps.
_ The wetland on your property have been delineated and the delineation has been verified by the Corps. We strongly
suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and verified by the Corps.
Once verified, this survey will provide an accurate depiction of all areas subject to CWA jurisdiction on your property
which, provided there is no change in the law or our published regulations, may be relied upon for a period not to exceed
five years-
X The wetlands have been delineated and surveyed and are accurately depicted on the plat signed by the Corps
Regulatory Official identified below on 6/2/2008. Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
_ There are no waters of the U.S., to include wetlands, present on the above described property which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification,.
_ The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(CAMA). You should contact the Division of Coastal Management in Washington, NC, at [phone] to determine
their requirements.
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean. Water Act (33 USC S 1311). If you have any questions regarding this
determination and/or the Corps regulatory program, please contact Brad Shaver at 910-251-4611.
C. Basis For Determination
The subject area exhibits wetland criteria as described in the 1987 Corps Delineation Manual and is abuttinz Section
10 waters alonE Howards Creek.
D. Remarks
The site was field verified on 3/26/2008.
E. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in
B. above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this
determination you must submit a completed RFA form to the following address:
District Engineer, Wilmington Regulatory Division
Attn:Brad Shaver, Project Manager,
Wilmington Regulatory Field Office
P.O. Box 1890
Wilmington, North Carolina 28402-1890
In order for ar, RFA to be accepted by the Corps, the Corps must determine that it iscomplete, that it meets the criteria for
appeal under 33 CFR part 331.5, and that it has been received by the District Office within 60 days of the date of the NAP.
Should you decide to submit an RFA form, it must be received at the above address by 8/2/2008.
**It is not necessary to submit an RFA form to the District Office if you do not object to the determination in this
correspondence.**
Corps Regulatory Official: vy-?
Date 6/2/2008
Expiration Date 6/2/2013
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to
do so, please complete the attached customer Satisfaction Survey or visit
htrp://www.saw.usace.arniv.iiii]/WETLANDS/iiidex.htiiil to complete the survey online.
Cc: Coastal Planning Services, Inc. attn: Kathy Vinson P.O. Box 827 Morehead City, NC 28557
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October 11, 2007
James M. Davis Jr., Member
Shadowcreek Estates, LLC
P.O. Box 4505
Emerald Isle NC, 28594

Subject: Stormwater Permit No. SW8 070551
Shadow Creek Estates
Low Density Subdivision with a Curb Outlet System
Carteret County
Dear Mr. Davis:
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for Shadow Creek Estates on September 25, 2007. Staff review of the plans and
specifications has determined that the project, as proposed, will comply with the Stormwater
Regulations set forth in Title 15A NCAC 2H.1000. We are forwarding Permit No. SW8 070551;
dated October 11, 2007, for the construction of the subject project.
This permit shall be effective from the date of issuance until rescinded and shall be subject to
the conditions and limitations as specified therein, and does not supercede any other agency
permit that may be required.
if any parts, requirements, or limitations contained in this permit are unacceptable, you have
the right to request an adjudicatory hearing upon written request within thirty (30) days
following receipt of this permit. This request must be in the form of a written petition,
conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office of
Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands
are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please
contact either David Cox or me at [phone].
Sincer..ely, _
i?
/,J Gi '44 r?
EdKard Beck
Regional Supervisor
Surface Water Protection Section
ENB/dwc: S:\WQS\STORMWAT\PERMIT\070551.oct07
cc: David K. Newsome P.E.
Carteret County Inspections
David Cox
Wilmington Regional Office
Central Files
Onc
NorthCaroli na
Naturally
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone [phone] Customer Service
Wilmington Regional Office Internet: www.ncwaternuality ore Fax [phone]
Michael F Easley, Governor
William G. Ross jr , Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins Directwr
Division of Water Quality
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
State Stormwater Management Systems
Permit No. SW8 070551
II. SCHEDULE OF COMPLIANCE
1. Curb outlet swales, vegetated areas and other vegetated conveyances shall be
constructed in their entirety, vegetated, and be operational for their intended use
prior to the construction of any built-upon surface, per the approved plans
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the swales or other vegetated conveyances will be repaired immediately-
3. The permittee shall at all times provide the operation and maintenance
necessary to operate the permitted stormwater management systems at
optimum efficiency to include:
a. Inspections
b. Sediment removal.
C. Mowing, and revegetating of the side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and
specifications.
f. Cleaning and repair of catch basin grates, flumes, piping, and the flow
spreader mechanism.
g. Maintenance of level spreaders.
4. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built-upon area or to the
drainage area.
e. Further subdivision, acquisition or sale of the project area. The project
area is defined as all property owned by the permittee, for which
Sedimentation and Erosion Control Plan approval was sought.
f. Filling in, piping, or altering any vegetative conveyance shown on the
approved plan.
5. The Director may determine that other revisions to the project should require a
modification to the permit.
6. The permittee is responsible for verifying that the proposed built-upon area does
not exceed the allowable built-upon area. Once the lot transfer is complete, the
built-upon area may not be revised without approval from the Division of Water
Quality, and responsibility for meeting the built-upon area limit is transferred to
the individual property owner.
7. The permittee must certify in writing that the project's stormwater controls, and
impervious surfaces have been constructed within substantial intent of the
approved plans and specifications. Any deviation from the approved plans must
be noted on the Certification. The permittee shall submit the Certification to the
Division within 30 days of completion of the project.
8. The permittee shall submit all information requested by the Director or his
representative within the time frame specified in the written information request.
9. Each lot in the subdivision covered by this permit will maintain a minimum 30 foot
wide vegetative buffer between all impervious areas and surface waters.
10. Deed restrictions are incorporated into this permit by reference and must be
recorded with the Office of the Register of Deeds prior to the sale of any lot.
Page 3 of 5
State Stormwater Management Systems
Permit No. SW8 0-1/0551
14. The permittee must submit a copy of the recorded deed restrictions within 30
days of the date of recording.
15. Prior to transfer of ownership, the swales must be inspected and determined to
be in compliance with the permit. Any deficiencies will be repaired or replaced
prior to the transfer-
16. The final plats for the project will be recorded showing all required swale
easements and common areas, in accordance with the approved plans.
III. GENERAL CONDITIONS
Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to an enforcement action by the Division of Water Qualityy,
in accordance with North Carolina General Statutes 143-215.6A to 143-215.6C.
2. The permit issued shall continue in force and effect until revoked or terminated.
3. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance, or
termination does not stay any permit condition.
4. The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit
as allowed by the laws, rules, and regulations contained in Title 15A of the North
Carolina Administrative Code, Subchapter 2H.1000; and North Carolina General
Statute 143-215.1 et. al.
5. The permit is not transferable to any person or entity except after notice to and
approval by the Director. The Director may require modification or revocation and
reissuance of the permit to change the name and incorporate such other
requirements as may be necessary. A formal permit transfer request must be
submitted to the Division of Water Quality accompanied by the appropriate fee,
documentation from both parties involved, and other supporting materials as may
be appropriate. The approval of this request will be considered on its merits, and
may or may not be approved. The permittee is responsible for compliance with
all the terms and conditions of this permit until the Division approves the permit
transfer.
6. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances imposed by other
government agencies (local, state and federal) which have jurisdiction. If any of
those permits or approvals result in revisions to the plans, a permit modification
must be submitted.
7. The permittee grants permission to DENR Staff to enter the property during
business hours for the purposes of inspecting the stormwater control system and
it's components.
8. The permittee shall notify the Division of Water Quality of any name, ownership
or mailing address changes within 30 days.
Permit issued this the 11th day of October, 2007.
NORT CAROLINA INVI IR, NMENTAL MANAGEMENT COMMISSION
--------------------------- ----- - ?"-------------------------
for Colleen H_ Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 5
2. If this application is being submitted as the result of a rentv,'al or mortification to an e-isting permit. list the
cxi.ting permit number n/a and its issue date (if kzio n)
• 3. Specify the type of project (check one):
X Low Density High Density Redevelop General Pcrmit Other
4. Additional Project Requirements (check applicable blanks):
_CANIA Major X Sedimentation /Erosion Control __404%401 Permit NPDES Stormwater
Information on required state pennits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
Ill. PROJECT INFORMATION
1. In the space provided below. summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
Low Density (<25% impervious) with Curb Outlets (flumes)
2. Siormwater runoff from this project drains to the
3. Total Project Area: 32.53 acres
5. How many drainage areas does the project have'? I
4. Project Built Upon Area:
River basin.
25
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
Basin' Information Drainage Area 1 Drainage Area 2
Receiving Srrcam Name Queens Creek
Receiving Stream Class SA;HQW
Drainage Area 1,417,007 sf (32.53 ac)
Existing Impervious*- Area -0-
Proposed Impervious*Area 354,221 sf (8.13 ac)
% Impervious* Area (total) 25%

Impervious*'Surface Ared?-' Drainage Area 1. Drainage Area 2
On-site Buildings 44 lots @ 5,263 sf ea = 231,572 sf
On-site Streets 91,929 sf (2.11 ac)
On-site Parking -0
On-site Sidewalks 25,841 sf
Other on-site 12 sf
Uff-; ite (Turn Lane) 4,867 sf
Total: 354,221 sf (8.13 ac) Total:
J
tmpervzo.us area Is dc?tned us the built upon area including. bur not limited to, buildings, roads, parl,-ing areas,
sidelvalks, gave/ areas, etc.
White Oak
Form SWU-1O1 Version 3-99 Page 2 of 4
V1. SUB`'IITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of IV2ter Quality (D`VQ).
A complete package includes all of the items listed below-. The complete application package should be
submitted to the appropriate DWQ Regional Office.
1. Pleasc indicate that you have provided the follo%ving required information by initialing in the space provided
next to each item.
Initi LS
• Original and one copy of the Stormwater Management Permit Application Form
One copy of the applicable Supplement Forte(s) for each BMP
• Permit application processing fee of 5420 (payable to NCDENR)
• Detailed narrative description of stormwater treatment%management
Two copies of plans and specifications; including:
- Development/Project name
- En_nine.er and firm
-Legend
- North arrow
Scale
- Revision number & date
- Mean high water line
- Dimensioned propert_v.%project boundary
Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads. drainage features, collection systems. and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off-site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
Vegetated buffers (where required)
V1I_ AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm):David K_ Newsom, PE, Crystal Coast Engineering, PA
Mailing Address: 3817-3 Freedom Way
City: Hubert
State: N.C.
28539
Phone: [ 910 ) 325-0006 Fax: ( 910 ) 325-0060
VII1_ APPLICANT'S CERTIFICATION
I, (,nrinl or type name ofperson listed in General InJormalion, item ?) James M. Davis, Jr.
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants ,vill be recorded, and that the proposed project complies with the requirements of 15A
NCAC 21-1.1000.
Sianature:/-?,
Date: 4 - 7 -0 7
Form SVU-101 Version 3.99 Page 4 of 4
(SA x DF) - RA - OA ° BUA
No. Lots Lot
Calculation:
I [(1417,007 x 0.25) - 91,929 - 25,841 - 12 - 4,867 ] / 44 lots = 5,263 sf
III. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate that the following requirements have been met and supporting
documentation is provided as necessary. If the applicant has designated an agent on the Stormwater
Management Permit Application Form, the agent may initial below.
Applica is Initials
?? a. A 30 foot vegetative buffer is provided adjacent to surface waters. Projects in the Neuse
River basin may require additional buffers-
b. Deed restriction language as required on form SWU-101 shall be recorded as a restrictive
covenant. A copy of the recorded document shall be provided to DWQ within 30 days of
platting and prior to sale of any lots.
c. Built upon area calculations are provided for the overall project and all lots.
d. Project conforms to low density requirements within the ORW AEC (if applicable).
lkli :4??:
[I 5A NCAC 2H .1007(2)(b)]
Form SWU-104 Rev 3.99 Page 2 of 2
III. DESIGN INFORMATION
Complete the following table. If additional space is needed the information should be provided in the same
format as Table I and attached to this form. Rainfall intensity data can be found in Appendix 8.03 of the State
of North Carolina Erosion and Sediment Control Planning and Design Manual.
Table 1. Swale Design Information
Swale No. Drainage
Area ac Impervious
Area ac Grassed
Area ac C Q
cfs VZIIOw
(fps) V 2Ctual
(fps) Flow
Depth (ft)
1 (Lot 11/12) 1,27 0.27 1.00 0.40 3.64 5.00 2.45 0.55
2 (Lot 16/18) 0.21 0.14 0.07 0.67 1.01 5.00 2.24 0.30
3 (Lot 21) 1.43 0.73 0.70 0.56 5.74 5.00 2.00 0.76
4 (Lot 22/23 1.39 0.45 0.94 0.43 4.29 5.00 2.13 0.64
5 (Lot 40) 2.78 0.66 2.12 0.41 8.17 5.00 1.93 0.92
6 (Lot 43/44) 1.33 0.39 0.94 0.41 191 5.00 1.50 0.72
7
8 ?
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
Form SWU-105 Ver 3.99 Page 2 of 3
In accordance with Title 15 NCAC 2H.1000, the Coastal Stormwater Management Regulations, deed
restrictions and protective covenants are required for Low Density Residential Subdivisions with curb
outlet swales, where lots will be subdivided and sold. Deed restrictions and protective covenants are
necessary to ensure that the development maintains a "built-upon" area consistent with the applicable
regulation governing the density level.
I, James M. Davis, Jr. acknowledge and affirm by my signature below, that I will cause the
following deed restrictions and protective covenants to be recorded for Shadow Creek Estates
prior to the sale of any lot:
1. The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number 0 7ff j as issued by the Division of Water Quality under
NCA C 2H. 1000.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
3_ These covenants are to run with the land and be binding on all persons and parties claiming
under them.
4. The covenants pertaining to stormwater may not be altered or rescinded without the express
written consent of the State of North Carolina, Division of Water Quality.
5. Alteration of the drainage as shown on the approved plan may not take place without the
concurrence of the Division of Water Quality.
6. The maximum allowable built-upon area per lot is 5,263 square feet. This allotted amount
includes any built-upon area constructed within the lot property boundaries, and that portion of the
right-of-way between the front lot line and the edge of the pavement. Built upon area includes, but
is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate, and coquina, but does
not include raised, open wood decking, or the water surface of swimming pools.
7. In the case of a lot within CAMA's regulated AEC, where the Division of Coastal Management
calculates a different maximum allowable built-upon area for that lot than is shown herein, the
governing maximum built-upon area for that lot shall be the most restrictive of the two.
8. This project proposes a curb outlet system- Each designated curb outlet swale shown on the
approved plan must be maintained at a minimum of 100' long with 5:1 (H:V) side slopes or flatter,
have a longitudinal slope no steeper than 5%, carry the flow from a 10 year storm in a non-erosive
manner, and maintain a dense vegetated cover.
9. Filling in or piping of any vegetative conveyances (ditches, swales, etc.) associated with the
development except for average driveway crossings, is strictly prohibited by any persons.
10. Each lot will maintain a 30' wide vegetated buffer between all impervious areas and surface
waters.
11. All roof drains shall terminate at least 30' from the mean high water mark of surface waters.
12. Filling in, piping or altering any designated 5:1 curb outlet swale associated with the development
is prohibited by any persons.
Signature Date:
l r
I, E C.? ?J? k1 Vt? e c,
a Notary Public in the
State of d Cs-?.fc t \ R_ County of V
do hereby certify that ,1 ? alme s C', V }s rsonally appeared
before me this the day of J??n 20 C7 , and acknowledge
the due execution of the foregoing instrument. Witness my hand and official seal,
((? S
CELIA J. CLINKINHARD
Signature Notary Public, North Carolina
Onslovw Cooniy
my commission Expires
November 1
My Commission expires 8, 2C09

A&
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Land Resources
James D. Simons: PG. PE Land Quality Section Michael F. Easley, Governor
Director and State Geologist !N'iliiam G. Ross Jr., Secretary
6-19-07
LETTER OF APPROVAL NUTH MODIFICATIONS AND
PERiFORllIANCE RESERVATIONS
Shado«-creek Estates- LLC
James NI. Davis Jr.
P. O. Box 4505
Emerald Isle, NC 28-594
RE: Project. Name: Shadow Creek Estates Acres Approved: 21
Project ID: Onslo-2007-447
Count%vTown,''Street: Onslow, S%vansboro. Queens Greek Road
River Basin: AVhite Oak
S' 'mated Bv: Crvstal Coast
Date Received by LQS: Nlay 29. 2007
Plat? FvDc: \ \\%
Dear Mr. Davis:
This office has revie\, ed the subject erosion and sedimentation control plan and hereby
issues this Letter of approval kvith Modifications and Performance Reservations. A list of the
rnodifcations and reservations is attached. This plan approval shall expire three (3) years
follov ing the date of approval; if no land-disturbing activity has been undertaken; as is required
by Title 15A NCAC 4B .0129. Should the plan not pcrfonn adequately; a revised plan gill be
required (G.S. I I 3A-54. 1)(b).
Please be advised that Title 15A NCAC 4B.01 18(a) requires that a copy of the approved
erosion control plan be on file at the iob site. Also.
you should consider this letter to give the
Notice required b\- G.S_ 113A-61.1(a) of our right of periodic inspection to insure compliance
with Elie approved plan.
North Carolina's Sedimentation Pollution Control Program is performance-oriented;
requirin.- protection of existing natural resources and adjoining properties. If, following the
cotnmenccment of this proieci, it is determined that the erosion and sedimentation control plan is
inadequate to meet the requirements of the Sedimentation Pollution Control Act of 1973 (North
Carolina General Statute 113A-51 thni 66), this office rZay require revisions to the plan and
implementation of the revisions to insure compliance with the Act.
VVi!mincton Regional 'ffice
i2 Cardina. Drive Exi.. v%lilmington, North Carolina 28405-38=5 • Phone: [phone] FAX: [phone]
r
Letter of Approval %vith llodlficaLOns and Performance Reservations
James \4. Davis Jr.
June 19. 2007
Pagc 3 of I
MODIF;,CATIONS AND PERFOR:NIANCE RESERVATIONS
Project Name: Shadow Creek Estates
Project ID: Onslo-2007-447
County: Onslow
This plan approval shall expire three (3) gears following the date of approval, if no land
disturbing activity has been undertaken, as is required by Title I 5A NCAC 4B.0029.
The de?7eloper is responsible for the control of sediment on-site. If the approved erosion and
sedimentation control measures prove insufficient, the developer must take those additional steps
necessary to stop sediment from leaving this site. Each sediment storage device must be
inspected after each storm event. -I Maintenance and/or clean out is necessary anytime the device
is at .50% capacity.
Any and all existing ditches on this project site are assumed to be left undisturbed by the
proposed development unless other; ise noted. The removal of vegetation wuhin any existing
ditch or channel is prohibited unless the ditch or channel is to be regarded with side slopes of 2
horizontal to I vertical or less steep. Bank slopes may be mowed, but stripping of vegetation is
considered new earth cork and is subject to the same erosion control requirements as nca
ditches.
=t. The developer is responsible for obtaining and and all permits and approvals necessary for
the development of this project prior to the commencement of this land disturbing activity.
This could include agencies such as the Division of Nk'ater Quality's stormwater
regulations, their enforcement requirements within Section 401 of the Clean Water Act, the
'U.S. Army Corps of Engineers' jurisdiction of Section 404 of the Clean Water Act, the
Division of Coastal -Management's CA-IA requirements, the Division of Solid Waste
itIanagement's landfill regulations, the Environmental Protection Agency and/or The U.S.
Army Corps of Engineers jurisdiction of the Clean Water Act, local County or
Municipalities' ordir_ances, or others that may be required. This approval cannot
supersede any other permit or approval; however, in the case of a Cease and Desist Order
from the Corps of Engineers, that Order would only apply to wetland areas. All highlands
would still have to be in compliance with the N.C. Sedimentation Pollution Control Act.
If any area on site falls within the jurisdiction of Section 401 or 404 of the Clean Water Act,
the developer is responsible for compliance with the requirements of the Division of Water
Quality, the Corps of Engineers and the Environmental Protection Agency (EPA.)
respectively. Any erosion control measures that fall within jurisdictional Nyetland areas
must be approved by the aforementioned agencies prior to installation. The Land Quality
Section must be notified of a relocation of the measures in question to the transition point
between the wetlands and the uplands to assure that the migration of sediment will not occur. 11'
that relocation presents a problem or contradicts any requirements of either DWQ, the Corps, or
the EP,-k, it is the responsibility of the developer to inform the Land Quality Section regional
North Carolina State University is a fend- College of Natural Resources
grant university and a constituent institution Development and College Relations
of The University of Np ,h Carolina
?? - - --- - NC State Natural Resources Foundation
Campus Box 8010
Raleigh. NC 27595-8010
919.513.7734
Kathy B. Vinson, AICP
Coastal Planning Services, Inc.
P.O. Box 827
Morehead City, NC 28557
October 7, 2008
Dear Ms. Vinson,
Thank you for your interest in purchasing mitigation credits from the Hofmann
Forest wetland mitigation bank. Should Hofmann Forest wetland restoration credits be
deemed acceptable by the permitting agency for the mitigation of 0.105 acres of wetland
impacts in the construction of a subdivision road and a shared driveway for two
residential lots in the Shadow Creek Estates subdivision, we can offer you the ability to
purchase those credits in either a ]:I or 2:1 ratio. This letter confirms that you will be
allowed to purchase mitigation credits from the Hofmann Forest wetland mitigation bank
for as many as 0.21 credits.
Please include the exact number of credits desired and your Action ID # in any further
correspondence. If you have any further questions please don't hesitate to ask. Thank you
for your cooperation.
Sincerely,
David L. Ashcraft
Constituency Development Programs
Executive Director Development and College Relations
3036 Biltmore Hall, Box 8010
NCSU Campus
Raleigh, NC 27695
Y
tem
fwa. m,e 4.
PR OGRAM
James M. Davis, Jr.
Shadowcreek Estates, LLC
P.O. Box 4505
Emerald Isle, NC 28594
Project: Shadow Creek Estates
County: Ouslow
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NCEEP) is willing to accept
payment for impacts associated with the above referenced project. Please note that this decision does not assure that the payment will
be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the applicant to contact these
agencies to determine if payment to the NCEEP will be approved.
This acceptance is valid for nine months from the date of this letter and is not transferable. If we have not received a copy of the
issued 404 Permit/401 Certification/CAMA permit within this time frame, this acceptance will expire. It is the applicant's
responsibility to send copies of the permits to NCEEP. Once NCEEP receives a copy of the permit(s) an invoice will be issued based
on the required mitigation in that permit and payment must be made prior to conducting the authorized work. The amount of the In
Lieu Fee to be paid to NCEEP by an applicant is calculated based upon the Fee Schedule and policies listed at www.nceep.net.
Based on the information supplied by you the impacts that may require compensatory mitigation are summarized in the following
table.

River Basin CU
Location Stream (feet) Wetlands (acres) Buffer I
(Sq. Ft.) Buffer II
(Sq. Ft.)
Cold Cool Warm Riparian Non-Riparian Coastal Marsh
Impacts White Oak 03020106 0 0 68 0 0 0 0 0
Credits White Oak 03020106 0 0 136 0 0 0 0 0
Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation. If the regulatory agencies require
mitigation credits greater than indicated above, and the applicant wants NCEEP to be responsible for the additional mitigation, the
applicant will need to submit a mitigation request to NCEEP for approval prior to permit issuance. The mitigation will be performed
in accordance with the Memorandum of Understanding between the N. C. Department of Environment and Natural Resources and the
U. S. Army Corps of Engineers dated November 4, 1998.
If you have any questions or need additional information, please contact Valerie Mitchener at [phone].
Sincerely, (? ?j
-!" - 1 V
Willia . Gilmore, PE
Director
cc: Cyndi Karoly, NCDWQ Wetlands/401 Unit
Brad Shaver, USACE-Wihnington
Joanne Steenhuis, NCDWQ-Wilmington
Kathy Vinson, agent
File
11"t"19- ? ... Pro" OW -,'It&
September 30, 2008
Expiration of Acceptance: June 30, 2009
ALT MAJ
NCDE? dR
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / www.neeep.net
Shadow Creek Estates Subdivision
Restrictive Covenants
Shadowcreek Estates, LLC will include the following language in the restrictive covenants to be recorded
for Shadow Creek Estates prior to the sale or conveyance of any lots or other property within the
subdivision:
"The areas shown on the recorded plat Wetland Map for Shadow Creek Estates Sheet 1 of 2 and Sheet 2
of 2 dated May 29, 2008 (signed and sealed by Charles A. Rawls, Professional Land Surveyor on October
3, 2008), Swansboro Township, Onslow County, North Carolina as conservation areas shall be
maintained in perpetuity in their natural or mitigated condition. No person or entity shall perform any of
the following activities on such conservation area:
a. Fill, grade, excavate or perform any other land disturbing activities
b. Cut, mow, burn, remove, or harm any vegetation
c. Construct or place any roads, trails, walkways, buildings, mobile homes, signs, utility poles or
towers, or any other permanent or temporary structures
d. Drain or otherwise disrupt or alter the hydrology or drainage ways of the conservation area
e. Dump or store soil, trash, or other waste
f. Graze or water animals, or use for any agricultural or horticultural purpose
This covenant is intended to ensure continued compliance with the mitigation condition of a Clean Water
Act authorization issued by the United States of America, U.S. Army Corps of Engineers, Wilmington
District, Action ID 20081203, and therefore may be enforced by the United States of America. This
covenant is to run with the land, and shall be binding on the Owner, and all parties claiming under it.
The restrictive covenants will also contain a provision that the property owners (either all of them or
some percentage of them) cannot amend or modify the restrictive covenants without the express
consent of the U.S. Army Corps of Engineers, Wilmington District.
Jim Davis
P.O. Box 4505
Emerald Isle, North Carolina 28594
June 20, 2007
To Whom It May Concern:
I hereby authorize Kathy Vinson, AICP and John Freshwater, PE to represent me and
apply for CAMA and other permits to develop my property known as Shadow Creek
Estates, located adjacent Queens Creek, Swansboro Township, Onslow County, North
Carolina. This authorization extends to all permits and authorizations required by local,
state, and federal agencies that may be required as part of the permitting process.
I also authorize release of information related to the project site to Ms. Vinson and Mr.
Freshwater, including boundary surveys, topographic maps, and results of wetland
delineation and soil permeability tests.
If you have questions or need additional information, please contact me at 252-422-9100.
Sincerely,
Jim Davis
Office Use Only: Form Version March 05
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
X Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
X 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NW
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: X
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information ?( ? J`4 Q ji{'?i[i `'tj?` `1Q?
LH5
1. Owner/Applicant Information' " ; • -
.. I 1 r c0iJ8
U,
Name:_ Shadowcreek Estates, LLC James M. Davis Jr. Manager
Mailing Address: P.O. Box 4505 DEW env,,,,TE ' WA
Emerald Isle NC 28594 WETLAAL-, ` ' ``' ` ', ? ?ti4:?
Telephone Number: 252-422-9100 Fax Number: 252-354-9100
E-mail Address: emeraldislebuilderskbizec.rr.com
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Kathy B. Vinson, AICP
Company Affiliation: Coastal Planning Services, Inc.
Mailing Address: P.O. Box 827
Morehead City NC 28557
Telephone Number: 252-240-9297 Fax Number: 252-247-5875
E-mail Address: kbvinsonAec.rr.com
Updated 11/1/2005
T"- ..., c ..c 1 'T
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project
Shadow Creek Estates
2. T.I.P. Project Number or State Project Number (NCDOT Only)
n/a
3. Property Identification Number (Tax PIN): 5344.04.83.0561
4. Location
County: Onslow Nearest Town: Swansboro
Subdivision name (include phase/lot number): Shadow Creek Estates
Directions to site (include road numbers/names, landmarks, etc.): From the intersection of
US 172 and NC 24, east on NC 24 approximately 4.7 miles. Then turn right (south) onto
Queens Creek Road (NCSR 1509) for approximately 2.0 miles. Site is on the left hand side
of road just southwest of the Queens Creek Bridge.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 340 2'44"°N 77°36'91" W
6. Property size (acres): 32.87 acres
7. Name of nearest receiving body of water: Parrot Swamp
8. River Basin: White Oak
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Existing raw land. Some clearing has occurred in
preparation for site development Low density residential and agricultural uses are found in
the vicinity of the site.
Updated 11/1/2005
T1.. ,`.. L ..C 1 7
10. Describe the overall project in detail, including the type of equipment to be used: The
project consists of construction of 54-lot residential subdivision including construction of
roads sidewalks and stormwater infrastructure and installation of utilities along roadways.
Driveways and pedestrian bridges are also included. Bulldozers and track backhoes will be
used to install the roads and utilities. (Additional details are provided in the attached project
narrative.)
11. Explain the purpose of the proposed work: A road crossing, sidewalks, and a shared
driveway are to be constructed to access subdivision and lots, utilities are to be installed
under sidewalks to serve subdivision lots stormwater infrastructure to be installed to serve
subdivision, and elevated footbridges to be constructed to access portions of lots beyond
wetland areas.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules. No 401 certifications or permits from the USACE have been requested.
Sedimentation and Erosion Control plans and low-density stormwater permits have been
approved.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
The entire project is included in this application There are no future phases proposed
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
nprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Updated 11/1/2005
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: Impacts will result in access to
back portion of property and lots, thus making the site buildable.
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
(es/no) Distance to
Nearest
Stream
(linear feet) Area of
Impact
(acres)
I Fill (road, sw, utilities) Forested Yes 0 0.099
IA RipRap (scour pad) Forested Yes 0 0.002
2 Fill (driveway) Forested Yes 0 0.004

Total Wetland Impact (acres) 0.105
3. List the total acreage (estimated) of all existing wetlands on the property: 5.73 acres
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact
Number
(indicate on ma)
Stream Name
Type of Impact
Perennial or
Intermittent? Average
Stream Width
Before Impact Impact
Length
(linear feet) Area of
Impact
(acres)
1 UT/Parrot Swamp Fill (culvert,riprap) Perennial 2' ± 60 0.003
IA UT/Parrot Swamp RipRap (scour pad) Perennial 21± 8 0.0004

Total Stream Impact (by length and acreage) 68 0.0034
Updated 11/1/2005
T....... 0 ..l 1 1
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact
Site Number
(indicate on ma)
(if Name of applicable) ) Wat
Type of Impact Type of Waterbody
(lakepon estuary, sound, bay,
ocean, etc.) Area of
Impact
(acres)
N/A N/A N/A N/A N/A

Total Open Water Impact (acres)
6. List the cumulative impact to all Waters of the U.S. resulting from the nroiect:
Stream Impact (acres): 0.0034
Wetland Impact (acres): 0.105
Open Water Impact (acres): NIA
Total Impact to Waters of the U.S. (acres) 0.108
Total Stream Impact (linear feet): 68
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes X No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. Pond Creation N/A
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Current land use in the vicinity of the pond: N/A
Size of watershed draining to pond: Expected pond surface area: N/A
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Updated 11/1/2005
The subdivision was designed to minimize the number and impact of wetland/stream crossings
needed to access the rear portions of the property and make the site buildable Only one road
crossing is needed - the proposed crossing for Shadowcreek Drive crosses the stream at a
relatively narrow point. A 48' pipe will be buried (depressed) two feet in the stream bed to allow
for continued movement of the stream. To further limit impacts to the stream the rip-rap scour
pad associated with the road crossing has been reduced to extend only 8 linear feet (originally
designed for 321.f) Proposed sidewalks have been pulled in close to the road in the area of the
crossing. Utility crossings at this location will be placed under the road and sidewalks There will
be no utility crossings (permanent or temporary) outside the road shoulders
A shared driveway is proposed for lots 41 and 42 (to affect a smaller area of wetlands than would
be impacted by two separate driveways) elevated pedestrian bridges with minimal impact are
proposed for access to back portions of lots 42, 43, 46, and 47 In addition the pedestrian bridge
location for lot 47 was selected to create the least possible impacts
Wetlands are found on rear portions of other lots in the subdivision; however, the project is
designed so that the locations of these wetlands do not create accessibility issues Therefore no
footbridges are proposed for the other lots containing wetlands
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina (see DWQ website for most current
version.).
Updated 11/1/2005
n _ 1A rig
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
The mitigation plan for this project consists of preservation of the remaining _(non-
impacted) wetlands on the site and compensatory mitigation for the wetlands and stream
losses resulting from the development.
Restrictive covenants acceptable to the Corps of Engineers for the purpose of maintaining the
remaining wetland areas as conservation areas in their natural state in perpetuity shall be
recorded prior to the sell or conveyance of any lots or property in the subdivision. Sample
restrictive covenants and accompanying maps of conservation areas to be recorded are
attached.
Compensatory mitigation at a 1:1 ratio through payment into the NC Ecosytem Enhancement
Program (for 68 feet of stream mitigation ) and the Hoffinan Forest wetland mitigation bank
(0.105 acre) is also proposed. Copies of acceptance letters from both mitigation banks are
included with this submittal.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://www.nceep.net/-oages/inlie,,ireplace.htm. If use of the NCEEP is proposed,
please check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): 68.
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No X
Updated 11/1/2005
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No X
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No X
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ? No X
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Im act
I Zone* (-- f o*, Multiplier Required
1 3 (2 for Catawba)
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 213.0242 or.0244, or.0260. N/A
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss stormwater
controls proposed in order to protect surface waters and wetlands downstream from the property. If
Updated 11/1/2005
percent impervious surface exceeds 20%, please provide calculations demonstrating total proposed
impervious level.
Total acreage of the project site is 32.53 acres. The total built-out impervious acreage is 8.13 acres, or
25% of the site Total disturbed area per approved Erosion and Sedimentation Control Plan is 21 acres.
Please see attached Stormwater Permit No. SW8 070551 (Low Density Development with a Curb Outlet
System) and Letter of Approval with Modifications and Performance Reservations for erosion and
sedimentation control plan Onslo-2007-447.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Subdivision will be served by Town of Swansboro municipal sewer system.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes X (Please see cover letter) No ?
Is this an after-the-fact permit application? Yes X No ?
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No X
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description: The
project consists of one phase. The current submittal covers the full project. No future
development is planned that would result in additional impacts to nearby downstream water
quality.
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Accessibility issues with the back portion of the project site have created constraints and resulted
in unauthorized work in wetland areas..
A*licant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Updated 11/1/2005
LE WETLANDS LINE TAB
NUMBER DIRECTIl1N DISTANCE site sR L97 N 39.11'29'. W 36.30 ' _ NOTE: 1 a ~p
N 44°32`08' W 20.17 ' a' L98 All wetland areas, with the exception of permitted crossings
? I I / h L99 S 73 4915 W 39,13 (Shadowcreek Drive, shared driveway for lots 41 and 4Z, and
L100 S 61 2137 W 39,01 pedestrian footbridges for lots 42,43,46 and 4?) as shown on . r..~ ~ V
L101 S 86 58 07 W 38,52 . this plat, axe to be conserved -see restrictive covenants. e
L102: S 87 0152 W 34,03 L103 S 84 15 43 W 33.96 0 Z
e'~y a~¢ ~ L104 N 15'24'49' W 11.18 ~a
L105 N 73'14'46' E 54.01
L106 S 72'40'18' E 22,57 ' rX4
L107 N 75.41'12' E 28.76 ' L108 N 58'58'02' E 33.87 '
L109 N 74'21'18' E 38.49 ' N/F Q"
26.93 ' ~ Li10 N 78 27 30 E ~ Carobell Chtldrens Home, Inc. { l12
Llil N 16'3704'.. W 22,15 ' DB. 894 P .152 ~ ,g Cod
L112 N 38'38'56' W 26.33 ' . , Zoned R-8M County
L113 N 67 3618 W 32.50 ~ N/F Tax Parcel ID 1314-29 L114 N 61'16'35° W 34,49 ' John Chaney AP U m
N 59°4712' W 23,04 ' 6' DB. 411 P .484 Childrens Health Home NOT TO SCALE L115 0, g o
Li16 S 00°51'58' W 25.78 ' .134 . Zoned R-8M County MB, 44 Pg .134 ~j.
L11T S 13 55 45 W 30.41 . Tax Parcel ID 1314-28.2 Lll8 S 3318 31 W 49,71 N/F
L119 S 43'4749' W 33,87 ' oshua Burgess Residential J ~ E[P CCU aO
. '46' W 35.13 ' W 59.84 ' , N L120 S 24 07 ~ DB.1584, Pg. 41 N 21 34 36 • 13 ~ f • , , f 3S•~, 0 1
43.50 23 W 62.72 5 ~ ~ b u2i S MB. X14, Pg. 34 L5 pe . , . f 3Q ~4, ~ . E[P N 14'3736' W 57,55 ' ' • °
W 42.82 0 . 6• f ~ o , Li22 S 32 1618 ~P , ~ q 612 • a ~ N . , , Zoned h-8M County B~' L 4~L.1~ , ~ ~ ~ ~ v CQ crs CO
L123 S 29 02 41 W 49.25 ~ 1314-36 ' ' Tt" ~ ~ / . , Tax Parc~,l ID ~ 1 ~ ~ 4 S 18 02 38 W 33.61 ti ~ • ~ , s o L12 Residential ~ v1 P k s , . 3'36 , .?t~ . 11j 6` s H ~ o
L125 S 02 13 20 W 42.07 ~1 p~ r N 05.09 32 W 4614 ag 1 • ,~ti. <1~f p s • •5,~3 .-a
L126 S 05 20 05 E 29,22 ti ~ 9 •g, , ~ L , 1 5, .tn to m ~,o
36,09 ' 22 is ~ ~ , 4• .~ti 72p ~..6 ~ , 1 • a v Charles H. Jackson . s q L127 S 00 56 25 E ~ ~ p0 W : cP S 22'0715' E 74.12 '~1 • ,C13,~ 1! • ;t • • , ao DB.14? 9 P . 16 0 ~ W
L128 S 28'06'35' E 46.81 0~ • , F 0 L~~-~ • • ' • ` g ~ ~ , t' ~ .2 . 2 ~7ta • . 1 awo Zoned RA Count L129 S 28 52 32 E 32.10. o , ~ •ZO , . g 1a` 81 52 Y ~ 0~ Z 0
• ' ro ' ~ ~ L1 7 °a Tax Parcel ID 1314-29.1 L130 S Ol 0315 W 62,22 ~ , S~.d' 1 m
IP ~ 53 ~ ~ Residential L131 S 03 29 Ol ~ E 46,38 `o• •'t• , • , ~
cn ~ 3 w m L132 S 23 24 59 E 39.44 . ,0 . ~ • , f , 137 80 , _ ~ 2 dS • . w fro 54 N 11 a5 00 E En o
L133 S 05 39 04 E 33.49 ~o ~ ~ • ` rI • , • , ,cn• , "g, M . 9r. ~p,.~ ~ • 1~9 ~ s, 20.4.74' m L134 S 31 0712 E 26.85 •90~,, 0\m~, ••,o ~ , . , . • ~"1A'2..et141 ~ cn
L135 S 86 14 03 E 9,88 40 • , ~~3 , g~0 0 ~
L136 N 15'41'23' E 53.57 ' ~ ~ f L ~ 49 60' R/W (Public)
• , , , D~ N e A• 4' YMe ood N Li37 N 06 14 31 E 24,59 , . , , ,a. / ~ ~ , ~ - - - • 7.55 ' ~ ' . ~ ~
L138 S 68 13.50 E 1 . • 48 ~ - ~ co L139 S 05'5750` E 35.93 , • , , .6, . ' , 4T ~ i 0 _ _ ~ o
. .1A f ~ / ~1 / o , . f ~ . • r . L140 S 04 00 49 W 32.99 g• rr ~ / o w ~ ~ 5 'Q ~ . N
L141 S 23'59'56° W 37,54 3, • a~ 4, vae vnod ~ NOTE: _ - - --s. ,
Li42 S 00 18 34 W 37.88 S 67 4103 W 44,21 Foo~aoe • a°` wetland axe t / 6 RBO -tl
- - - - 43 S 19.53'27 E 46.62 0 Ll v ~ 1 . , e con rvati . areas cn
L144 S ,~8 09 56 E 36,.rc ( ` 46 L144A N 66°24'21 E 79.30 ~ ? S 11 40'x3 W Ei A ~ ~ ~ ~ , 60' R/W
S 31'S3`34'E 11,22' ~ rs 254,ic L144B ~
L144C S 50°22'S2'W 88.02' ~j 5" N - - - - , '~S ou? ~ ~ S 0745'09' E 32,16 '
L146 S 09 03 36 E 46.32 2.16 '
L147 S 32 47 24 E 22. Lot 45 ' 2 ~ N/F
i ~ Diana P. Nelson Coats
5 ~ DB. 204?, Pg. 500 ~ MB. 44,1'g. 145 c• _ i
~o s ~ Zoned RA Coun
~ - ~ s ro ty ~ SECOND SURVEYORS CERTIFICATION ~ ~ 4 3 0 / _ r. m Tax Parcel ID 1314-28.6
~ ~ a ~ Residential LSl L7 n
I, Charles A. Rawls, Professional Land Surveyor No. L-2491, 1? ~ re of the followin as indicated thus: A m cerniy to one or mo g / ~ ~y EIP _ _ EzP
. / `o sus 37.02' (Total)
f a surve that creates a subdivision _ in Mrl ? A. That this plat is o y SEE SHEET of land within the area of a county or muniapality that has
- - - Q an ordinance that regulates parcels of land; Z 10
w ~
t this lat is of a surve that is located in such Lot 18 ~ ~ N ? B. Tha p Y portion of a county or municipality that is unregulated as N 16 ~
m ao to an ordinance that regulates parcels of land; tv OWNER & DEVELOPER: z N N/F ,`tt,,~uirr~Prr~~ ,VELOPER: v
an existin arcel or - - cn ames AIlen Philli s CARS t~
? C, That this plat is of a survey of g p ~ _ - ~ j p ~a , , McNeil and Associates & arcels of land; ro 11 DB. 204?, P . 50? ~ 0: ~S p w m g : q• 9. J.M. Davis, jr. associates & z
:oop Road H
of another cate o ,such. cn MB. 48, Pg. 134 < • 601 Peletier Loop Road ? D, That this plat ns of a surveil 9 rY Lot I . 15 w Zoned RA Coun ~ ° an r cn o+ ty as the recombination of existing parcels, a court ordered _ Sw sbo o, N.C. 28584 J.C. 28584 E; Q o
~ iv ~ `o 49 survey or other exception to the definition of subdivision; w .Tax Parcel ID 1314-28 Tel. [phone] \ N -8088 UIw
:,^J ~IV1 \ ~ a cd o O~
E. That the information available to this surveyor is such \ g that I am unable to make etermination to the best of A ~ ~ i~~9 4Pa~ a~ o
ntained in A h~ A • my professional abili provisnons co O ~ o era,
through (D) above S 6 h i n r ti1"1, , v ~ ~ ~ ~ EIP Existing Iron Pipe ng Iron Pipe CAR
Lot 20 [ w 14 13 ~1 . ~ • : EIS Existing Iron Stake :tg Iron Stake ing PK Nail on Stake PLANNING
3w ti1. 't-11•.~ 's m 404 ~ ~ ~ EPK Existing PK Nail
Charl wls, P.L.S. L-2491 a SIS Set Iron Stake ti~
~ ~ ~ CP Computed Point ~.--197.15 ~1, • IP uted Point .MAPPING
- - - - - - - - - 100 Street Address Address SURVEYINe
S 12'03'48' W 360.03' N~ CERTIFICATE OF SURVEY AND ACCURACY r Diana P. Nelson Coats REFERENCE: E: DATE SCDE
P 500 ~ , t, Charles A. Rawls, Professional Land Surveyor, hereby certify DB. 204?, g. DB. 2464, Pg. 611
that this map was drawn under my supervision from an actual MB. 44, Pg. 134 'g. 611 ` R-:
survey made under my supervision. That the ratio of precision ~ DB. 204?, Pg. 50? 'g. 501 REWSI D } 134 CHMKED
' ~ 0 t~o+ that Zoned RA County MB. 44 P .134 as calculated by latitudes and departures is 1 1 , g the boundaries notsurve dare shown as broken lines plotted $tQtt? of North Carolina C o~ ~nslow TaxPa'!Ce1ID1314.28.4 MB.48 P .134 134 _
from information foun B k -Page ~ Forest Land ~ g unty Registry Sheet No.
that this map was d in accordance with G.S. 47-30 t, N ~~ef, ~ ~,nty, Onslow County Registry
as amended. original signature, registration number certify tent tlx nap or pint to cntbn ~ offbced neets nD statutory y rcgWrenents Far rernrcing FILED FOR REGISTRATION AT CB and seal this y of , ZO_. ON THE DAY OF _ lof 2
' ~ RDm 100 0 100 200 300 CO IN MAP ,age Shde v, 300 PROJECT NO.
Y 206-2547_
Revk~ -Dote CADD FILE
Ch lesA. Rawls, P.L.S. L-2491 R f D Scales 1' _ 100' o Beds E: 206-2547 jjnal

W T AN E L DS LINE TABLE
WETLANDS LINE TABLE WETLANDS LINE TABLE WETLANDS LINE TABLE NUMBER DIRECTION ~ D1sTANCE site
NUMBER DIRECTION DISTANCE MB R DIRECTION STANC ~ ~ ~ NU E DI E NUMBER DIRECTION DISTANCE L72 N 74 18 38 W 26,26. ~ d,
L21 S 85°45'01` E 22,36 ' L43 N 58'ST03' E 41.32 ' L61 N 75°13'10' W 25,05 ' a .134 L73 N 52°20'54' E 28,07 ' ~ o
L22 S 87°19`24` E 29J9 ' ~ L62 N 00°24'53' E 26,18 ` 44 Pg L44 N 19 2215 W 21,87 N/F L74 N 53 2112 E 37.78 ~ L23 N 74°01'13' E 37,81 ' L45 N 52°03'50' W 33,21 ' L63 N 50'08'59° W 47,4 ' L75 N 68°02'52' E 45.65 ' C\2 co
. Joshua Burgess L24, N 48 46 59 E 28,67 L46 N 17°19'45' E .66,75 ' L64 N 45 44 39 W 3L35 ~ L76 N 39°53'33' E -47.38 ' ~
- L2S N 56°06`29` E 30,45 ` ~ ~ L65 N 52°35'21' W 88,24 ` DB, 1584, Pg, 41 ° , L47 N 18 19 59 W 39,80 MB. 34, Pg. 34 2 L77 N 25 18 02 E .50,86 oz o
L26' S 45°35'29' E 27,13 ' L48 N 29°5749' W 36,75 ' L66 N 44°04'38' W 31,47 ' L78 N 12°03'38' E 32,45 '
L2Z S 60°18'13' E 9,27 ' ° ~ ~ L67 S 73°42'38' W 34.15 ' Zoned R-8M County ~ ; ° Q~y ° ~ L49 N 02°3142 W 44.03 ° ~ ro ~ L79 N 02°0013 ~ E 24,89 ~Q L28 S 66 44 21 E 34,65 L50 N 18 5138 E 45,45 L68 S 34 02 00 W 58,07 Tax Parcel ID 1314-38 ~o o L80 N 21 25 26 W 40,12 a r ~a 0
L29 S 84°48'56' E 34,39 ' L51 N 02°2737` W 44,22 ' L69 S 39'39'ST W 57,48 ' Residential q ° L81 N 45°52'45' W 15.78 ' ~
L30 N 77 1118 E 23,47 L52 N 39 56 54 W .31,42 L70 S 44 39 22 W 38,53 51 v y L82 N 60 32 44 W 34,63
L31 N 43°45'46' E 30,91 ' L53 N 53'4731` W 32,77 ' L71 S 62°4705' W 48,52 ' R1 ~ . ~ 2 L83 S 79 59 22 W 35,49
L32 N 04°06'25' E 19,24 ' L54 N 86°00'37 W 30.39 ' • 0 6~ L84 S 81°13'45' W 36.13 ' e" ~ ZR
L33 N 00°08'47 W 20,53 ' L55 S 87°50'07 W -19,08 ' row ~ L85 N 78°51'13'. W 30.89 ' L34 N 39'20'39' E 13,45 ' S6 N 5 °10'27 W 50.69 ' e, ~ 9,03 ° L 2° ~ cP~ , ~ ~ L86 S 81 1616 W 13,41 CQ
L35 S 88 44 33 E 27,77 L57 N 62 45 48 W 27,41 ~ - ~ : ~ L87 S 67°36'24' W 43.34 ' a~
L36 S 57 10 35 E 38,31 L58 S 89°44'46' W 48,85 ` , ~ 4, c9 0, L88 S 69°26'35' W 51,31 '
L37 S 73°16'02' E 24,89 ' L59 N 69°54'01'' W 58,97 ' ,52 pea ~ u ~ ' L89 N 44.3 ' ' W ' .Ob foot ~b 8 55 5,63 MO .kp w
L38 N 69 35 52 E 29,81 L60 S 46°04'14' W 29,63 ` 2 22 ; W vii, ' L89A N 63°44'41' 23,16 ` NOT TO SCALE L39 N 45°26'50' E 38.30 ' sls ~ < 5 ~
~ ~ N ~ ' ,~(9A~9. g p, L90 N 55°12'35' 50,45 ' Loo N 44°21'ir E 27.52 s ~ ~ ~ ~ WETLANDS LINE TABLE 3LE 'a
Lot 48 L41 N 6739'12' E 57,52 ' i~ ~ ° ~w ~ ~ ' ~ 9, 5 ' 2 NUMBER DIRECTION DISTANCE ONCE ap
, , L91 N 86°21'03' E 39,19 ' L42 N 80 05 24 E 31,17 xo r ~ ~ ~ 4' vae Doti ~ p ° e . ~~0 s[s ~ 41 ~ b,~ F`~' ~'r p L92 N 70 30'56 E 33,68 ' ' d
' ~ 8 . vti. S o L93 N 82'1706' E 36,37 ' 3 ' ~0 .~i
N~ p~'b ~0 ~~6 ~ ~ L94 N 38'58'05' E 32.63 ' 3 ' ~ V
ames D. Hicklen 0 (6 l~ 79 , ' - , J 39 9 L78 4 . L95 N 18 59 28 W 38,69 , ' M
DB. 774, Pg. 723 ~ ~ ° , y1~? dr L96 N 35 4157 W 37.30 38 8 4 5 a L97 N 39.11'29' W 20,68 ' i ' p p
~ Zoned RA County ,21 x~rea ~e.ay y~~ ~ v
Tax Parcel ID 1314-37 °~2 ° ,v 3 ti Li47 S 32°4724' E 23,89 '
Residential ~ 37 - ~ , ' ro r° L148 S 19 06 01 E 41,78 °to, 6o ff L149 S 38°23'43' E 116,99 ' ~ /e~ ~ ° ~ /uEE SHEET , 9
- ~ veaands Ran / ~ L150 S 16 50 40 E 37,01 36 aros / ~ r 1 , z
~ ~ ~ - ~ L151 S 47 2510 E 38,85 7f ~ ,e--- - v L152 S 64°43'10' E 48,25 '
154 Lot 17 L153 S 55°2741' E 34,28 '
g9 ` tee- p ~ " - ~ / L154 N 78°48'53' E 21,09 ' ~
sls k N ~ 25 b. , ~~•~,~56 ~ L155 N 14°28'34° E 25,34 ' ' ro ~ -~e. ° w Li56 S 1740'30' E 12,05 '
~ M~° tih m -
' ~ ~ Punp St ~ , ' ° ° ~ ;.t ~ L157 S 35'50'19' E 57,35 ' , ~ 3 ~ lte ~ , ' 18 . r L158 S 64°51'31' E 3 .9 '
c'4 3 M L6 , ~ ~ 3 6 . ~ ' ~ ~ 24 ~ L159 N 83°30'53' E 41,20 ' ~ ~ < ~ I
v' ~ ~ ~ v v Lot 16 S ~ ~A ~ ~ ~ oo L160 S 83°5711' E 33.47 '
' b lera Isl Li61 N 80 55 32 E 37.57
~ v ~ o - - L16c' S 68'21'18' E 91,12 ' ' r , / ~ . ~ v. ~ ~ ~ ~ . ~ M Li63 N 84°31'05' E 57,59 ' 3
W ~ a o v 19 ~ / 34 3 ' . W tTandg ' J m L164 N 77°42'35' E 32,07 ' W v. W ~W . ~ f ° 2 ~ ~ Lot 15 Li65 N ,
f, y ~ 07 19 59 W 12.55 , _
W W v' ~ N ~ 2, ~ . ~ . ~ L166 N"22'05'5A' E 15,32 ` _ _ ~ w y y ~ ~.o - - gym, ' ~ ' . ~ Li67 N 01'25'21' W 38,95. ~ _
W v, y N ,°o ~31 3 NO E: ^ ° :-s-Su - _ L168 N 12 2127 W 36,75 no t >c
W W ~ ,P a r \ ~ ~ ~ ' J ~ in L169 N 11'05'53' W 49,96 ' W y y W W 3 ,~'4 w N L170 N 62°00'53' E 59,35 '
v . N 31 All etlands are to ,
v' W y W e be conservation areas. • e ° , ZO ~ W M. h ~ 21 Lot 14
q d- O ~~~tit ~ 9ct
rsh ~ v- y ~ N I ,t, , Q+ ~ Fo v ,t, Ma v, y M / 28 r. w . w 69 ~
v- ~ W v 4 W ~ / <r Li65 L167 X68 , ?j r CA '~s ~
v. ~ < / v ~ ~ 6 . 12,9 ' ° Q.. v, y S /n 2 W a ? a~
URVEYORS CERTIFICATION W ~ y ~ ~ 40 30 2~ y v, ~ 2,63 N 12'03'48' E 368,18 ' (Total) ; ~ SECONDS mac, , . Q f ~
v, v, y w ~ 9 L51~ v' y v, ~ m
I Chazles A. Rawls, Professional Land Surveyor No. L-2491, ° v, ~ / 1-Q ~ a ~ v.~' r ~ L W i c to one or more of the followin as indicated thus: v- y o ~ ti~ri~i 50- r ~ v- N/F 9 cd
~ v, y 9. ~ . < tt~ ~ ~a ~ w w Diana P. Nelson Coats ~ 0 c~.,,. M
? A. That this plat is of a survey that creates a subdivision ~ v- y N L4 ~ a; / y v- o~~ D$. 2047 P 00 ~ "9 3 U W
f 'the area of a coon or munici alt that has v W ~ ` off' v- W g 5 9 ' Pq° o land wrthm ty p ty v v- v, W v- v, t'~ MB. 44 P .134 ~4~ • g an ordinance that regulates parcels of land; ~ v- v- , • ( p, fir'-" ~ v- g ~p!?, o s+~as
~ y v- W i~~ ~ W W v- ,t, 1~ Zoned RA County ~ is v. v, v, blsr ~ v. / ~ ~
? B. That this lot is of a survey that is located in such v, v- ~ P v, W W Tax Parcel ID 1314-28.4 , onion of a county or municipality that is unregulated as ~ v, ~ h W U
P v v- v- y Mks Forest Land to an ordinance that regulates pazcels of land; v- y W v- v- O
z
? C.Thatthis plat is of a survey of an existing pazcel or y pazcels of land; v- y v- y , v P;
y / ~ v- ~ v '13 ,y E L T F o o0
? D. That this plat is of a survey of another category, such v' v- °5~' v, y W y W ~ as the recrombination of existing parcels, a court ordered y W ~ S ~
survey or other exception to the definition of subdivision; v- y v" v- v' ~ v- a o~ a
a~ a
? E. That the information a ' able to this surveyor is such y W W 1 0, , that I am unable to m a etermination to the best of p 4~ v- ,
r f ssional to rovisions contained in A v- 4 • NOTE: mY P o e P v-
through (D) y ~ y ~ All wetland areas, with the exce tion of ennitted crossin s ~ rAR
~ y v, v, P p g ~ (Shadowcreek Drive, shared driveway for lots 41 and 42, and
v' v- edestrian footbnd es for lots 42 43 46 and 4T as shown on y P g ) PLANNING
W y this plat, are to be conserved -see restrictive covenants.. , Ch A. Rawls, P.L.S. L-2491 MAPPING SURVEYING
o
CERTIFICATE OF SURVEY AND ACCURACY LEGEND: DATE SCALE
s Rawls Professional Land $urve or hereb ce ' ~ REFERENCE: I, Chazle A. y y rt~fY EIF Existing Iron Pipe 5-99-08 A"i=A00,
that this map was drawn under my supervision from an actual / M&UN DRAWN DTC
survey made under my supervision. That the ratio of precision EIS Existing Iron Stake DB, 2454, Pg. 811 as calculated by latitudes and departures is 1/10,000+, that CHECHD
EPK Existin PK Nail DB. 2047, Pg. 507 the boundaries not surve are shown as broken lines Blotted / g Y
from information found ' o Pa a SI5 Set Iron Stake MB. 44, Pg. 134 - g Stag of North Carotin y of ~nslow FILED FORREGISTRATIONAT 'CLOCR Sheet No.
that this map was pr n accordance with G.S. 47-30 ON THE _ DAY OF CP ...Computed Point MB. 48, Pg. 134 as amended. Wi y original signature, registration number L Reviler ~ffker of Onsto~ County, RECORDED IN , Pa a Slide e, Street Address Onslow County Registry sg stry 2 of 2
and seal this Of , 20_. certify thnt the nap or plat certlflcatbn is affixed sets alt statutory g y requ~enents for recordng 100 0 100 200 300
P 300 PROJECT NO.
206-2547_
_ R r of Deeds Re ~ Date C CADD FILE
Ch es A. Rawls, P.L.S. L-2491 SCQit?i 1' = 100' E; E: 206-2547 FIn