20100672 Ver 1_401 Application_20100810

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pplied Ke5ource Management, P.G.
August 11, 2010
NCDENR, Division Of Water Quality
401 Wetlands Unit
Attn: Ian McMillian
2321 Crabtree Boulevard
Raleigh, NC 27604-2260
moo, PY
RE: Nationwide 18 Application
Island Creek Subdivision
Island Creek Road at NC Highway 210
Pender County, Hampstead, North Carolina
Dear Mr. McMillian,
0100672
c 1 ? EDVL4
AUG 1 `1 2010
DENR - WATER OUALriry
W 18 AND STORMMATER BRANCH
Enclosed are two copies of the NW-18 PCN for your review. A copy of the following has
also been forwarded to Joanne Steenhuis at the Wilmington Regional Office.
Enclosed are the following documents for your review;
USACE Cover Letter
USACE Pre-construction Notification (PCN)
Figure 1 Site Vicinity Map On USGS Topographic Quad.
Figure 2 Pender County GIS Soils Series Map
Figure 3 Aerial With NWI Overlay
Figure 4 Wetland Boundary Map
Stroud Engineering, P.A. Figures And Information Labeled:
Wetland Impact Exhibit A
Wetland Impact Exhibit B
Project Narrative (PW-100)(Two pages)
Cover Figure (Sheet 1 of 5)
Stormwater Plan Figure (Sheet 2 of 5)
Water System Plan (Sheet 4 of 5)
USACE JD Cover Sheet
Agent Authorization Letter
Deeds
P.O. Box 882
Hampstead, NG 28443
1 910.270.2919
FAX [phone]

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August 11, 2010
The Stormwater and Erosion Control permitting in process.
If you have any questions please do not hesitate to contact our office at [phone].
Sincerely,
Ellen F. Cornette, R.E.H.S.
Project Geologist
Enclosures
cc: Durwood Bradshaw, without enclosures
Luke Menius, Stroud Engineering P.A., without enclosures
Joanne Steenhuis, NCDENR 401 Certification, with enclosures
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A pplied KCoouree Management, E.C.
August 11, 2010
US Army Corps of Engineers
Attn: Ms. Crystal Amschler
Wilmington Field Office
69 Darlington Avenue
Wilmington, NC 28403
RE: Nationwide 18 Application
Island Creek Subdivision
Island Creek Road at NC Highway 210
Pender County, Hampstead, North Carolina
Dear Ms. Amschler,
Enclosed are the following documents for your review;
USACE Pre-construction Notification (PCN)
Figure 1 Site Vicinity Map On USGS Topographic Quad.
Figure 2 Pender County GIS Soils Series Map
Figure 3 Aerial With NWI Overlay
Figure 4 Wetland Boundary Map
Stroud Engineering, P.A. Figures And Information Labeled:
Wetland Impact Exhibit A
Wetland Impact Exhibit B
Project Narrative (PW-100)(Two pages)
Cover Figure (Sheet 1 of 5)
Stormwater Plan Figure (Sheet 2 of 5)
Water System Plan (Sheet 4 of 5)
USACE JD Cover Sheet
Agent Authorization Letter
Deeds
1 F 0. Pox 882
HampStcad, NC- 28443
910.270.2919
FAX [phone]

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August 11, 2010
The Stormwater and Erosion Control permitting in process.
If you have any questions please do not hesitate to contact our office at [phone]
Sincerely,
Ellen F. Corvette, R.E.H.S.
Project Geologist
Enclosures
cc: Durwood Bradshaw, with enclosures
Luke Menius, Stroud Engineering P.A., with enclosures
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PCN
?0 WATF
o 01
P 'C
20100672
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre-Construction Notification PC Form
A. Applicant Information C- y.
1. Processing ftft
I a. Type(s) of approval sought from the
Corps:
®Section 404 Permit ? Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 18 or General Permit (GP) number:
1 c. Has the NWP or GP number been verified by the Corps? ® Yes ? No
1d. Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification - Regular ? Non-404 Jurisdictional General Permit
? 401 Water Quality Certification - Express ? Riparian Buffer Authorization
1 e. Is this notification solely for the record
because written approval is not required? For the record only for DWQ 401
Certification:
® Yes ? No For the record only for Corps Permit:

? Yes ® No
If. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu
fee program. ? Yes ® No
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below. ® Yes ? No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ? Yes ® No
2. Project Information
2a. Name of project: Islane Creek Subdivision
2b. County: Pender
2c. Nearest municipality / town: Topsail Township or Hampstead ?- i
2d. Subdivision name: Islane Creek Subdivision
2e. NCDOT only, T.I.P. or state
project no: fl .WATER AU1T
yy?,pttpSTOR'N+`.
3. Owner Information
3a. Name(s) on Recorded Deed: D & J Properties of Hampstead, LLC
3b. Deed Book and Page No. 2950/206
3c. Responsible Party (for LLC if
applicable): Mr. Durwood Bradshaw
3d. Street address: 1777 Kings Landing Road
3e. City, state, zip: Hampstead, NC 28443
3f. Telephone no.:
3g. Fax no.:
3h. Email address:
Page 1 of 11
' PCN Form - Version 1.3 December 10, 2008 Version

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4. Applicant Information (if different from owner)
4a. Applicant is: ? Agent ? Other, specify:
4b. Name:
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name: Ellen Cornette
5b. Business name
(if applicable): Applied Resoirce Management, P.C.
5c. Street address: P.O. Box 882
5d. City, state, zip: Hampstead, NC 28443
5e. Telephone no.: 910-270-2919, 910-617-1497
5f. Fax no.: 910-270-2919
5g. Email address: [e-mail]
Page 2 of 11
PCN Form - Version 1.3 December 10, 2008 Version
B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): 3273-12-6298-0000
1 b. Site coordinates (in decimal degrees): Latitude: 34.37712 Longitude: - 77.6799
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size: 30.30 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to Unnamed branch that runs along the SE property line that
proposed project: drains to Island Creek to the W and NW and Harrison
Creek to the N.
2b. Water Quality Classification of nearest receiving water: C
2c. River basin: Cape Fear
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The site is primarily wooded and undeveloped.
3b. List the total estimated acreage of all existing wetlands on the property:
2.12 acres
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
No, not designated on the USGS topographic quad.
3d. Explain the purpose of the proposed project:
The permit is for the location of a storm water swale. The entire site is to be developed as a residential subdivision with
29 single family residential lots.
3e. Describe the overall project in detail, including the type of equipment to be used:
The site is proposed to be developed as a single family subdivision with roads, and public util;ities as provided by Pender
County. On-site septic systems will be installed. Equipment to be used (but not limited to) is as follows: rubber tire back
hoe, grading equipment, dump trucks, box blades, bush hog, mowing equipment, excavators, automobiles, tree removing
equipment and concrete and asphalt installation equipment. Also, equipment used in the construction of a private
residence.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
®Yes ? No ? Unknown
project (including all prior phases) in the past?
Comments:
4b. If the Corps made the jurisdictional determination, what type
El Preliminary ® Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: Applied Resource
Name (if known): Gene Young with Crystal Amshler Management, PC
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Action ID: 201000311
5. Project History
5a. Have permits or certifications been requested or obtained for ? Yes ® No ? Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
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6. Future Project Plans
6a. Is this a phased project? ? Yes ® No
6b. If yes, explain.
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C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
® Wetlands ? Streams - tributaries ? Buffers
? Open Waters ? Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a. 2b. 2c. 2d. 2e. 2f.
Wetland impact Type of jurisdiction
number - Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact
Permanent (P) or (if known) DWQ - non-404, other) (acres)
Temporary T
W1 ®P ? T Excavation ? Yes
? No ® Corps
? DWQ 0.022
W2 ? P ? T ? Yes ? Corps
? No ? DWQ
W3 ? P ? T ? Yes ? Corps
? No ? DWQ
W4 ? P ? T ? Yes ? Corps
? No ? DWQ
W5 ? P ? T ? Yes ? Corps
? No ? DWQ
W6 ? P ? T ? Yes ? Corps
? No ? DWQ
2g. Total wetland impacts 0.022
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a. 3b. 3c. 3d. 3e. 3f. 3g.
Stream impact Type of impact Stream name Perennial Type of jurisdiction Average Impact
number - or
(PER)
(Corps - 404, 10
stream
length
Permanent (P) or intermittent DWQ - non-404, width (linear
Temporary (T) (INT)? other) (feet) feet)
S1 ? P ? T ? PER ? Corps
? INT ? DWQ
S2 ? P ? T ? PER ? Corps
? INT ? DWQ
S3 ? P ? T ? PER ? Corps
? INT ? DWQ
S4 ? P ? T ? PER ? Corps
? INT ? DWQ
S5 ? P ? T ? PER ? Corps
? INT ? DWQ
S6 ? P ? T ? PER ? Corps
? INT ? DWQ
3h. Total stream and tributary impacts
3i. Comments:
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4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of waterbody
impact number - (if applicable) Type of impact Waterbody type Area of impact (acres)
Permanent (P) or
Tern orary (T)
01 ?P?T
02 ?P?T
03 ?P?T
04 ?P?T
4E Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If and or lake construction proposed, then complete the chart below.
5a. 5b. 5c. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland
Pond ID Proposed use or purpose (acres)
number of pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
K Total
5g. Comments:
5h. Is a dam high hazard permit required?
? Yes ? No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If an impacts require mitigation, then you MUST fill out Section D of this form.
6a.
? Neuse ? Tar-Pamlico ? Other:
Project is in which protected basin? ? Catawba ? Randleman
6b. 6c. 6d. 6e. 6f. 6g.
Buffer impact
number - Reason Buffer Zone 1 impact Zone 2 impact
Permanent (P) or for Stream name mitigation (square feet) (square feet)
Temporary impact required.
131 ?P?T ?Yes
? No
B2 ?P?T ?Yes
? No
B3 ?P?T ?Yes
? No
6h. Total buffer impacts
6i. Comments:
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D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The proposed impact has been modified from the original proposal of aliging the swale within the wetlands to channel water
into the wetland area to a design where the swale cross cuts the headlands of the wetlands. The initial impact has been
increased from 0.021 to 0.022 to reduce the potential impacted area from 0.039 acres outside on the swale to 0.018 outside of
the swale. So the overall impact combined with the potential impact has been reduced from 0.06 acres to 0.04 acres. The
alignement (and not the the alignment located along the fronts of lots 9, 10 and 11) because the topography of the site would
divert the surface water to the south away from the wetlands. This alignment alows the surface waters to flow towards and
into the uplands headward of the wetlands and flows surface water into the wetland.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
During excavation of the swale, equipment utilized will remain out side of the unimpacted wetlands and fill material will be
placed on uplands outside of the area of impact. I the event machinery is required to enter into the surrounding wetlands track
mounted equipment will be utilized and if necessary mats will be utilized. In the event any additional disturbance is necessary,
the areas will be returned to their originial condition and required.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State? ? Yes ® No
2b. If yes, mitigation is required by (check all that apply): ? DWQ ? Corps

2c. If yes, which mitigation option will be used for this
project? ? Mitigation bank

F1 Payment to in-lieu fee program
? Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter) Type Quantity
3c. Comments:
4. Complete if Making a Payment to In-lieu Fee Program
4a. Approval letter from in-lieu fee program is attached. ? Yes
4b. Stream mitigation requested: linear feet
4c. If using stream mitigation, stream temperature: ? warm ? cool ?cold
4d. Buffer mitigation requested (DWQ only): square feet
4e. Riparian wetland mitigation requested: acres
4f. Non-riparian wetland mitigation requested: acres
4g. Coastal (tidal) wetland mitigation requested: acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
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6. Buffer Mitigation (State Regulated Riparian Buffer Rules) - required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation? ? Yes ® No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.

Zone 6c.
Reason for impact 6d.
Total impact
(square feet)
Multiplier 6e.
Required mitigation
(square feet)
Zone 1 3 (2 for Catawba)
Zone 2 1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund).
6h. Comments:
Page 8 of 11
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E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified ? Yes No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
El Yes No
?
Comments:
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? 24%
2b. Does this project require a Stormwater Management Plan? ® Yes ? No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, na rrative description of the plan:
See attached.
? Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan? ® DWQ Stormwater Program
? DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project?
? Phase 11
3b. Which of the following locally-implemented stormwater management programs ? NSW
? USMP
apply (check all that apply): ? Water Supply Watershed
? Other:
3c. Has the approved Stormwater Management Plan with proof of approval been ? Yes ? No
attached?
4. DWQ Stormwater Program Review
® Coastal counties
? HQW
4a. Which of the following state-implemented stormwater management programs apply ? ORW
(check all that apply): ? Session Law 2006-246
? Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached? ? Yes ® No
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? ? Yes ? No
5b. Have all of the 401 Unit submittal requirements been met? ? Yes ? No
Page 9 of 11
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F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the ? Yes ® No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State ? Yes ? No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.) ? Yes ? No
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ? Yes ® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after-the-fact permit application? ? Yes ® No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in ? Yes ® No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
4. Sewage Disposal (DWQ Requirement)
4a. 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.
Wastewater generated from individual dwellings will be handles by onsite septic systems permitted by the Pender County
Health Department. The ite soils have deen delineated by a NC LSS and a site soild map is attached.
Page 10 of 11
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5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or ? Yes ® No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act ? Yes ® No
impacts?
?
Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
? Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
http://ecos.fws.gov/ipac/wizard/pdf/trustResourceListAsPdf! prepareAsPdf.action.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? ? Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
Review of the NC Marine Fisheries website, NOAA website (SouthAtlantic Ecosystem and Habitat IMS), and Fish and
Wildlife website.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation ? Yes ® No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
Review of the National Register for Historic Sites http://www.nationalregisterofhistoricplaces.com/nc/Pender/state.htmi
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain? ? Yes ® No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination? Pender County online GIS mapping website. Reviewed
new flood panel maps online.
Ellen Cornette 8/10/10
Applicant/Agent's Printed Name Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant
is provided.)
Page 11 of 11
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FIGURES

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Map adapted from USGS topo map
TITLE: Site Vicinity On FIGURE:
pplied Resource Management FC U.S.G.S Topographic Quad.
P. O. Box 882, Hampstead, NC 28443 JOB: SCALE: DATE: DRAWN BY: 1
[phone] FAX [phone]
09171 1 "=4000' 8/9/10 GY

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DESCRIPTION
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Mk: Muckalee loam; Coarse-loamy, siliceous, thermic Typic Paleudults
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Map adapted from Fender County GIS as of February 10, 2010
TITLE: Pender County GIS FIGURE:
' pplied Resource Manacemen„ t?
7 Soil Series Map
P.O. Box 882, Hampstead, NC 28443
1 JOB: SCALE: DATE: DRAWN BY:
[phone] FAX [phone]
09171
1 4000'
8/9/10
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TITLE; FIGURE:
Aerial with NWI Overlay
pplied I?eSOUrce Management I'C ?]
P.O. Box 882, Hampstead, NC 28443 JOB: SCALE: DATE: DRAWN BY: J
[phone] FAX [phone] °=4000 2/10/10 GY
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PFoIA: Palustrine, Forested, Broad Leaf Deciduous, Temporarily Flooded
Map adapted from GoogleEarth Image with National Wetland Inventory Overlay
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DESCRIPTION
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Limit of Evaluation
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Note: Road names on supplied survey appear to be mis-named,
Property is located at the corner of Island Creek Road and
Harrison Creek road,
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Map adapted from previous survey by The Clark Group dated 2-6-05
TITLE: FIGURE:
pplied Kcoource Management PC Wetland Boundary Map
P.O. Box 882, Hampstead, NC 28443 JOB: SCALE: DATE: DRAWN BY: LI„
[phone] FAX [phone]
09171 1"=200' 2/10/10 GY/EFC

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Project Summary
Project Narrative
Island Creek Subdivision
PW-900
7/15/10
D&J Properties of Hampstead, LLC is proposing to construct a residential development
on approximately 25 acres of land located just northwest of Hampstead, NC at the corner of
NCSR 1002 and NCSR 1573. Proposed access to lots in phase 1 will be directly onto NCSR
1573 and access to lots in phase 2 will be provided by private roads. The site will be afforded
public water via the extension of adjacent Pender County mains and is to be sewered by
individual onsite septic systems.
I Site Description
' The topography of the site area is generally flat, with slopes ranging from 0 - 5% in most
areas. An unnamed tributary to Harrisons Creek is located to the east of the property, forming
much of the eastern boundary. A number of natural draws extend into the site. Slopes are
steeper adjacent to these drainage features.
The site is presently in a wooded state. Recent bushhogging of upland portions has
been conducted to enable surveys and septic evaluations. Lot sizes in excess of 0.5 acres will
allow significant amounts of vegetation to remain between site improvements and drainage
' features.
Adjoining property is primarily undeveloped woodland. Larger residential developments
are located to the north.
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Soils
Soils in the project area are mapped in the Pender County Soil Survey as Baymeade
Fine Sand, which is characterized as a well drained soil with rapid infiltration, moderately rapid
permeability, and slow surface runoff.
Access
The property is afforded frontage on both NCSR 1573 and NCSR 1002. Lots 1-7 front on
NCSR 1573 and will be accessed by individual driveways. Lots 8-29 will front on a proposed
network of private roadways that will be accessed via a single driveway off of NCSR 1573. Lots
with double frontage will be prohibited from directly accessing NCSR 1573 and/or NCSR 1002 by
way of a recorded non-access buffer.
Utilities
Lots 1-7 will be provided water by way of direct taps onto the existing Pender County 6"
water main located in the near shoulder of NCSR 1573. Lots 8-29 will be provided water by way
of an extension of 6" and 2" water mains. The extension will utilize a single tap onto the existing
Pender County 6" water main located in the near shoulder of NCSR 1573.
All lots will be sewered by individual onsite septic systems.
Planned Erosion and Sedimentation Control Practices
An undisturbed wooded buffer will be left in place wherever practicable to slow surface
runoff, especially around steeper slopes associated with natural drainage features. Silt fencing
will be used around the perimeter of the site where vegetated buffers are inadequate to treat
sheet flow. Silt fence will also be used around flared end pipe sections. Temporary gravel
construction entrances will be located at the location of the proposed private roadway as well as

1
entrances to lots fronting on NCSR 1573. Sediment traps will be installed at 3 locations where
drainage exits the proposed private roadway swales. Temporary check dams will be installed
along the existing ditch sections of NCSR 1002 and NCSR 1573.
Planned Stormwater Management Practices
A low density stormwater permit will be sought as the site drains to class C waters will
have built upon area of 24%. Roadside swales will be utilized to satisfy NCDENR low density
stormwater treatment requirements. Roadside swales will outlet at locations of existing drainage
features in an effort to mimic predevelopment drainage patterns. Culvert sizing along NCSR
1573 shall be in accordance with NCDOT driveway permits, but in no case less than 18 inches.
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I USACE JD COVER SHEET

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Action id. 201000311

Property Owner/Agent: Mr. Durwood Bradshaw
Address: 1777 Kings Landing Rd
Hampstead North Carolina 28443
Telephone No.:
Property description:
Size (acres) 30.3
Nearest Waterway Harrison Creek Nearest Town
USGS HUC 03030007 River Basin
Location description The property is located
NC Hw 210) in eact of the intersection Coordinates
of Ha.
Hampstead P[+nrl Pr r ..ntv North Carnhna
Indicate Which of the Followin A 1 :
A. Preliminary Determination
Ham--- nstead
Cape Fear
N L4.379477 W :L7.773371
Based on preliminary information, there may be wetlands on the above described property.
this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be col side ed final, aave
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).
B. 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
t notification.
X There are waters of the U.S. including wetlands on he above described property
Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law orlour ublished of
' regulations, this determination may be relied upon for a period not to exceed five years from the date of his notification.
_ We strongly suggest you have he wetlands on your property delineated. Due to he 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 he Corps.
_ The wetland on your property have been delineated and the delineation has been verified by he 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 waters of the U.S. including wetlands have been delineated
signed by the Corps Regulatory Official identified below on 6/16/2010. sUnless here isra changeein he law oroour the plat
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
' permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change e the subject torthe
published regulations, this determination may be relied upon for a period not to exceed five years from he date of this
notification.
Page 1 of 2
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
County: Lender
NOTIFICATION OF JURISDICTIONAL DETERMINATION
U.S.G.S. Quad: Swansboro. NC
RECEIVEb

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I AGENT AUTHORIZATION LETTER

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August 3, 2010
US Army Corps of Engineers
Attn: Ms. Crystal Amschler
Wilmington Field Office
69 Darlington Ave.
Wilmington, NC 28402
RE: Agent Authorization Letter
Island Creek Subdivision
Pender County
Topsail Township, Hampstead, North Carolina
Ms. Amschler,
D & J Properties of Hampstead, (Durwood Bradshaw) authorize Applied Resource
Management, PC, and Ellen Corvette to act as the agent for the permitting of the Island
Creek Subdivision project.
If you have any questions please do not hesitate to contact Durwood Bradshaw at (910)
270-2637 or Ellen Cornette at [phone].
Sincerely,
,2 ? (IX
Durwood Bradshaw
Manager

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DEED

PENDER COUNTY NC 05/04/2006
70
$345.00
57611 If
t1RRUNA •' Real Estate
(.? i Excise Tax

FILED
06 MAY -4 PM 3. 13
TAE td. SW'ICEGOOD
REGISTER OF DEEDS
PENDER COUNTY, NC
3??3•?-ars7-ooo0
3a73•ol- Y-?i73-nooo
PIN
#3a63-`i'f•5856 aoOC CfQ(i+?}3
BK2950PG206
R?
A??'?f
e?
D IJi
(Excise Tax) $ 3 5.00 RC ding time, Book and Page
Tax Parcel No. of 3263-86- -900, AU of 3273-01-4673-0000, Pt o
3263-94-585 " OOL
RETURN TO AND PREPARED BY: ALLEN, MACDONALD & DAVIS, PLLC
1508 Military Cutoff Rd, Ste 102 Wilmington, North Carolina 28403
After recording mail to: D&J PROPERTIES OF HAMPSTEAD, LLC
1777 KINGS LANDING ROAD
HAMPSTEAD, NC 28443
STATE OF NORTH CAROLINA
COUNTY OF PENDER
WARRANTY DEED
THIS DEED, made this 27th day of April, 2006, by and between PEGGY J. HERRING AND
SUSAN WILLIAMS, CO-TRUSTEES OF THE HERRING FAMILY TRUST, hereinafter called the
Grantor, and D&J PROPERTIES OF HAMPSTEAD, LLC, a North Carolina limited liability
company, hereinafter called the Grantee. The designation Grantor and Grantee as used herein shall
include said parties, their heirs, successors, and assigns, and shall include singular, plural, masculine,
feminine or neuter as required by context.
WITNESSETH:
THAT said Grantor, for a valuable consideration paid by the Grantee, the receipt of which is
hereby acknowledged, has granted, bargained, sold and conveyed and by these presents does hereby
grant, bargain, sell and convey unto the said Grantee, their heirs and assigns, in fee simple, all that
certain lot or parcel of land situated in the PENDER County, North Carolina, and more particularly
described as follows:
SEE EXHIBIT "A" ATTACHED HERETO AND INCORPORATED AS IF FULLY
SET FORTH HEREIN.
Together with all and singular the tenements, hereditaments and appurtenances thereunto
belonging, or in anywise appertaining.
' TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and
appurtenances thereto belonging to the Grantee in fee simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee
5

' BK295OPG207
Exhibit "A"
A Portion of DB 1925 Page 40
' (Jaynes A Herring Estate)
' Being a parcel of land lying and situate in Topsail Township, Pender County, North Carolina,
more particularly described as follows:
Beginning at an existing nail in the centerline intersection of Island Creek Road (a 60-foot public
' right of way also known as SR 1002) and of Marshall Road (a 60-foot public right of way also
known as SR 1573); thence with the centerline of Island Creek Road the following courses and
distances:

F1

N 550 38' 10" E 405.38 feet to a nail; thence
N 56° 37' 18" E 116.51 feet to a nail; thence
N 58° 40' 30?' E 112.48 feet to a nail; thence
N 60° 56' 27" E 114.47 feet to a nail; thence leaving the centerline of the said Marshall Road
S 48° 58' 53" E 17.00 feet to a point; thence
S 48° 42' 22" E 15.31 feet to a point in the southern right of way line of the said Marshall Road;
thence with the said right of way line the following courses and distances:
N 630 35' 45" E 130.10 feet to a point; thence
N 65° 25' 49" E 20.01 feet to a point; thence
S 24° 34' 11 " E 20.00 feet to a point in the southern right of way line of NC Highway 210, 50 feet
from the centerline thereof; thence with the said southern right of way line of NC Highway 210 a
curve to the right, whose chord bearing and distance are
N 72° 21' 21" E 678.82 feet to a point, with radius of 2814.79 feet, delta angle of 13° 51'05", and
arc length of 680.48 feet; thence continuing with the said southern right of way line
N 79° 16' 54" E 7.67 feet to a point, said point lying S 32° 18'00" W 68.39 feet from a railroad
spike in the centerline of the said Highway 210; said point also lying at the point
wherethe run of Ceily's Branch intersects said right of way, said point also being a common
corner with lands now or formerly the property of Stella E. Stevens as recorded in Deed Book
612 Page 225 in the Pender County Registry; thence leaving the said right of way of Highway
210 and with the run of Ceily's Branch the following courses and distances:
S 32° 18' 00" W 731.94 feet to a point; thence
S 130 54' 56" W 33.57 feet to a point; thence
S 85° 22' 36" E 86.83 feet to a point; thence
N 65° 26' 28" E 38.47 feet to a point; thence
S 71° 34' 39" E 40.22 feet to a point; thence
S 01 ° 50' 40" W 47.88 feet to a point; thence
S 470 36' 17" W 25.64 feet to a point; thence
S 270 56' 54" E 62.58 feet to a point; thence
S 420 43' 22" E 40.46 feet to a point; thence
S 28° 13' 39" W 32.98 feet to a point, thence
S 800 20' 52" W 15.66 feet to a point; thence
S 26° 46' 01" W 23.00 feet to a point; thence
S 280 59' WE 44.13 feet to a point; thence
S 380 56' 31" W 36.01 feet to a point; thence
S 500 55' 15" W 14.24 feet to a point; thence
S 70° 10' 23" W 50.28 feet to a point; thence
S 79° 25' 26" W 53.69 feet to an existing iron pipe in the run of the said Ceily's Branch; thence
leaving the said Ceily's Branch
S 800 41' 17" W 618.25 feet to an existing iron pipe, a common coma with lands now or
formerly the property of Corbett Industries, Inc., as recorded in DB 1731 Page 90 in the Pender
County Registry; thence with the line of the said Corbett Industries, Inc.
S 14° 03' 16" W 1167.01 feet to an existing iron pipe, a common coma with the said Corbett
Industries, Inc. and with lands now or formerly the property of Island Creek Baptist Church;
thence with the line of the said Island Creek Baptist Church
N 760 39' 45" W 207.75 feet to a nail in the centerline of the aforesaid Marshall Road; thence
with the centerline of the said Marshall Road the following courses and distances:
N 06° 31' 37" W 761.32 feet to a nail; thence
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94(295OP6208
N 01 ° 04' 04" E 369.71 feet to a point; thence
N 080 38' 07" E 176.92 feet to a nail; thence
N 15° 25' 37" E 211.26 feet to the point of beginning, containing 31.30 acres more or less.
Subject to the portion of the 60 foot public right of way for Island Creek Road, the portion of the
60 foot public right of way for Marshall Road (SR 1573) and the 100 foot right of way for
Highway 210 to the extent that any portion of the right of way is contained within this
description.
1

I Bft2950PG209

' simple and has the right to convey the same in fee simple, that title is marketable and free and clear
of all encumbrances, except 2006 ad valorem taxes, and ordinances and municipal building code
restrictions, if any, and that Grantor will WARRANT and DEFEND the title against the lawful claims
' of all persons whomsoever except for exceptions herein stated.
IN WITNESS WHEREOF, the Grantor has hereunto settheirhands and seals, the day and year
first above written.
' HERRING FAMILY TRUST
BY: (SEAL)
' PEGG G, CO-TRUSTE
SEE ADDITIONAL SIGNATURE ATTACHED
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
I, A NOTARY PUBLIC, CERTIFY THAT PEGGY J. HERRING, CO- TRUSTEE FOR THE
t HERRING FAMILY TRUST PERSONALLY CAME BEFORE ME THIS DAY AND
ACKNOWLEDGED THE DUE EXECUTION OF THE FOREGOING INSTRUMENT FOR AND
ON BEHALF OF THE HERRING FAMILY TRUST.
WITNESS MY HAND AND OFFICIAL S TH DAY OF APRIL, 2006.
MY COMMISSION EXPIRES: 5- -08 ,
NO AR PUBLIC
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BK295OP6210
HERRING FAMILY TRUST
BY: ,inn.?? (SEAL)
SUSAN WILLIAMS, CO-TRUSTEE
STATE OF -North caroling
COUNTY OF New Hanover
I, A NOTARY PUBLIC, CERTIFY THAT SUSAN WILLIAMS, CO- TRUSTEE FOR THE
HERRING FAMILY TRUST PERSONALLY CAME BEFORE ME THIS DAY AND
ACKNOWLEDGED THE DUE EXECUTION OF THE FOREGOING INSTRUMENT FOR AND
ON BEHALF OF THE HERRING FAMILY TRUST.
WITNESS MY HAND AND OFFICIAL S IS T 27TH DAY OF APRIL, 2006.
MY COMMISSION EXPIRES; 5-18-8
Q AR PUBLIC
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