20090002 Ver 2_401 Application_20131113

November 22, 2013
Division of Water Resources, 401 and Buffer Permitting Unit
1650 Mail Service Center
Raleigh, North Carolina 27699 -1650
Reference: Section 401 Water Quality Certification 3890
Falls Mist Subdivision
Pender County, North Carolina
S &ME Project No. 1054 -13 -380
•
S &ME, Inc. (S &ME) is submitting this permit application for impacts to waters of the U.S.
in accordance with North Carolina Division of Water Resources ( NCDWR) Water Quality
Certification (WQC) 3890. The project received written authorization from the U.S. Army
Corps of Engineers ( USACE) for proposed impacts to waters of the U.S. under Nationwide
Permit 29 (Action ID 200501193) in 2008 and 2013. We were informed by the applicant that
NCDWR personnel informed them that written notification to NC Division of Water Quality
per WQC 3890 was not required in 2008 as wetland impact totals were below the notification
threshold of 0.2 acres; however, that WQC expired in March 2013 and general conditions of
the current WQC reduced the notification threshold to 0.1 acres of wetland impact, which this
project proposes to exceed.
The applicant for the project will be Rocky Point Properties, LLC. Withers & Ravenel had
provided wetland delineation and Section 404 permitting services prior to our involvement in
the project. A Notice of Jurisdictional Determination (JD) dated February 9, 2006 was
provided and has been included. The JD was updated JD in January 2011 but a copy of that
has not been provided to S &ME. The re- issued USACE NWP 29 Verification dated March
13, 2013 has been included which references the updated JD.
The proposed project involves the development of a 46 -lot residential subdivision. This
application includes 0.158 acres of riparian wetland impact associated with roadway
crossings. The application includes the following documents:
• Agent Authorization Form
• Pre- Construction Notification (PCN)
• Appendix I: Figures — Site Vicinity Map/USGS Topographic Map (Figure 1); Web
Soil Survey Map (Figure 2); 2012 Aerial Photograph (Figures 3);
• ' Appendix Il: Site Plan (2406 and 11x17) with Wetland Section Impact Sheets (WS-
1 through WS -3);
• Appendix 111: 2006 Notice of Jurisdictional Determination with signed wetland
boundary plat; 2013 USACE NWP 29 Verification; and
• Appendix IV: Recorded restrictive covenants.
S&ME, INC./ 3006 Hall Waters Drive, Suite 100 /Wilmington, NC 28405 -8786 / p 910.799.9945 / f 910.799.9958/www.smeinc.00m

Water Quality Certification 3890 Application
Falls Mist Subdivision
CLOSING
S &ME Project No. 1054 -13 -380
November 22, 2013
By copy of this correspondence and completed PCN, we are requesting your written
concurrence with this WQC 3890 application. If we can provide additional information or
answer questions you may have, please contact us at 910 - 799 -9945.
Sincerely,
S &ME, Inc.
Paul Masten, P.W.S.
Project Manager
PAKEP
Attachments
2
1, P-ez-_1
Eliza bet orter
Senior Consultant LIA

AGENT AUTHORIZATION FORM
Date: October 23, 2013
Project Information
S &ME Project Name: Falls Mist Subdivision
Type of Project: Section 401 Water Quality Certification permitting
Location: Pender County, North Carolina
Property Owner/Representative Information
Business Name:
Mailing Address:
City, State, Zip Code:
Telephone No.
Contact:
Agent Information
LLC
Wilmington, NC 28402
910- 251 - 5030,910- 256 -9277
B.C. Kaiser
Business Name: S &ME, Inc.
Street Address: 3006 Hall Waters Drive, Suite 100
City, State, Zip Code: Wilmington, NC 28405
Telephone No. 910 - 799 -9945
Contact: Mr. Paul Masten pmasten&meinc.com
Authorization: I -B L kc:: � on behalf of
(Contact Signature)
Rocky Point Propoerties LLC hereby authorize
(Name of Landowner or Representative)
S&ME to act as agent with the USACE and NCDENR in
connection with the above - mentioned project.

y�ot W ATF9OG
a g
o �
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Pre - Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1a. Type(s) of approval sought from the Corps:
❑ Section 404 Permit ❑ Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps?
0 Yes ❑ No
1d. Type(s) of approval sought from the DWQ (check all that apply):
0 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
le. Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
❑ Yes 0 No
For the record only for Corps Permit:
❑ Yes ❑ No
1f. 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.
X❑ Yes ❑ No
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
0 Yes ❑ No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes X❑ No
2. Project Information
2a. Name of project:
Falls Mist Subdivision
2b. County:
Pender
2c. Nearest municipality / town:
Rocky Point
2d. Subdivision name:
Falls Mist
2e. NCDOT only, T.I.P. or state project no:
3. Owner Information
3a. Name(s) on Recorded Deed:
Rocky Point Properties, LLC
3b. Deed Book and Page No.
2716/246
3c. Responsible Party (for LLC if
applicable):
Rocky Point Properties, LLC c/o Brian Kaiser
3d. Street address:
PO Box 1229
3e. City, state, zip:
Wilmington, NC 28402
3f. Telephone no.:
910 - 251 -5030
3g. Fax no.:
3h. Email address:
bkaiser @Wbuteproperties.com
Page 1 of 10
PCN Form — Version 1.4 January 2009

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:
Paul Masten
5b. Business name
(if applicable):
S &ME, Inc.
5c. Street address:
3006 Hall Waters Drive, Suite 100
5d. City, state, zip:
Wilmington, NC 28405
5e. Telephone no.:
910 - 799 -9945
5f. Fax no.:
910 - 799 -9958
5g. Email address:
[e-mail]
Page 2 of 10

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
3234 -24 -6900 -0000
1b. Site coordinates (in decimal degrees):
T Latitude: 34.414847 Longitude: 77.893981
1c. Property size:
40.2 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
Turkey Creek
2b. Water Quality Classification of nearest receiving water:
C,Sw
2c. River basin:
Cape Fear River
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 currently consists of undeveloped woodland. General land use in the vicinity of the project includes undeveloped woodland and agriculture to
the north and west and residential development to the south and east. The Fall Brook subdivision is under construction to the south.
3b. List the total estimated acreage of all existing wetlands on the property: 4.21
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 0
3d. Explain the purpose of the proposed project:
The purpose of the project is provide single - family residential housing. The proposed impacts will allow for roadway access to the site.
3e. Describe the overall project in detail, including the type of equipment to be used:
The proposed project will consist of a 46-lot residential subdivision. Mechanized land clearing, grading equipment and typical construction equipment
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
® Yes ❑ No ❑ Unknown
Comments:
4b. If the Corps made the jurisdictional determination, what type
of determination was made?
❑ Preliminary © Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known): Troy Beasley
Agency /Consultant Company: Withers & Ravenel
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Originally approved in January 2006 by Lillette Granada (signed plat attached). Re- approved in 2011 by Crystal Amschler as referenced in the
attached 404 permit. The re- approved boundary plat is not available as the original consultant (Withers & Ravenel) is unresponsive.
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑x Yes ❑ No ❑ Unknown
5b. If yes, explain in detail according to "help file" instructions.
- NWP 29 issued by USACE (Action ID 200501193) and has been included.
6. Future Project Plans
6a. Is this a phased project?
❑ Yes Q No
6b. If yes, explain.
Page 3 of 10
PCN Form —Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
X❑ 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.
Wetland impact
number
Permanent (P) or
Temporary
2b.
Type of impact
2c.
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f.
Area of
impact
(acres)
W1 P
Fill
Headwater Wetland
Yes
Corps
0.006
W2 P
Fill
Headwater Wetland
Yes
Corps
0.074
W3 P
Fill
Headwater Wetland
Yes
Corps
0.062
W4 P
Fill
Headwater Wetland
Yes
Corps
0 016
W5 -
Choose one
Choose one
Yes/No
-
W6 -
Choose one
Choose one
Yes/No
-
2g. Total Wetland Impacts:
0.16
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.
Stream impact
number
Permanent (P) or
Temporary (T)
3b.
Type of impact
3c.
Stream name
3d.
Perennial (PER) or
intermittent (INT)?
3e.
Type of
jurisdiction
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet)
S1 -
Choose one
-
-
S2 -
Choose one
-
-
S3 -
Choose one
S4 -
Choose one
-
-
S5 -
Choose one
_
-
S6 -
Choose one
-
-
3h. Total stream and tributary impacts
3i. Comments:
Page 4 of 10
PCN Form —Version 1.4 January 2009

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.
Open water
impact number
Permanent (P) or
Temporary
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
01 -
Choose one
Choose
02 -
Choose one
Choose
03 -
Choose one
Choose
04 -
Choose one
Choose
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below.
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
P1
Choose one
p2
Choose one
5f. 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 DWO)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a. Project is in which protected basin?
❑ Neuse ❑ Tar - Pamlico ❑ Catawba ❑ Randleman ❑ Other:
6b.
Buffer Impact
number —
Permanent (P) or
Temporary
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet )
6g.
Zone 2
impact
(square
feet
B 1 -
Yes/No
132 -
Yes/No
B3 -
Yes/No
B4 -
Yes/No
B5 -
Yes/No
136 -
Yes/No
6h. Total Buffer Impacts:
6i. Comments:
Page 5 of 10

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Approximately 4.05 acres of wetland have been avoided. The main entrance is proposing to cross a wetland at an area that contains an upland pass
to minimize impacts. Additional impacts in lot 33 and 38 have been avoided by use of an elevated pedestrian walkway that can be used to access the
rear portions of those lots which have been separated by wetland from the rest of the lot. Roadway crossings have been designed to be done at, or
dose to 90- degree angles Proposed impacts are only for roadway access. No impacts for lot fill or stormwater management have been proposed.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Sift fence and other sedimentation and erosion control measures shall be employed to minimize unintended impacts resulting from erosion following
rain events. Vegetated swales will be used for stormwater treatment and conveyance. Recorded restrictive covenants have been proposed to
maintain the wetland conservation areas. A copy of the restrictive covenant has been included.
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 Q Corps
2c. If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
Q 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: Choose one
Type: Choose one
Type: Choose one
Quantity:
Quantity:
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:
Choose one
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
0.25 acres
4f. Non - riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments: See attached USACE NWP 29 Verification
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.
Page 6 of 10
PCN Form — Version 1.4 January 2009

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 7 of 10

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified
❑ Yes Q No
within one of the NC Riparian Buffer Protection Rules?
1b. If yes, then is a diffuse flow plan included? If no, explain why.
❑ Yes ❑ No
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
24%
2b. Does this project require a Stormwater Management Plan?
❑x 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, narrative description of the plan:
It is our understanding that the project will be classrliied as low- density with stormwater treatment and conveyance being provided via vegetated
swales. The stormwater application is being prepared by Tripp Engineering (2009 -0002)
2e. Who will be responsible for the review of the Stormwater Management Plan?
NCDENR
3. Certified Local Government Stormwater Review
3a. In which local ovemment's jurisdiction is this project?
❑ Phase II
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
MCoastal 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
❑ Yes Q No
attached?
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 8 of 10
PCN Form — Version 1.4 January 2009

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
la. Does the project involve an expenditure of public (federal /state/local) funds or the
❑ Yes
® No
use of public (federal /state) land?
1b. 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)?
1c. 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
❑ Yes
❑ No
letter.)
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
❑X No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after - the -fad permit application?
❑Yes
❑X 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
Q 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.
The proposed project is not anticipated to resuft in additional development and there are no future anticipated impacts associated with the proposed
project.
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.
Treatmerd and disposal of wastewater will be performed via use of individual septic systems.
Page 9 of 10
PCN Form — Version 1.4 January 2009

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 ❑X No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ Yes © No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
-
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
NC Natural Heritage Program website and USFWS website
S. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes Q No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NC Division of Marine Fisheries 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?
NC State Historic Preservation Office websde
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?
NC Floodplain Mapping Program website
u t_ Tft
A OIT-
/
Applicant/Agent's Printed Name
i Applicant/Agent's Signature
Date
(Agent's signature is valid only if an authorization
letter from the applicant is provided.)
Page 10 of 10

APPENDIX I

TOPO SOURCE: USGS
ROCKY POINT, DATED 2013
MOORETOWN, DATED 2013
CONTOUR INTERVAL 5 FEET
1" = 2000'
NOV. 2013 *MME
T BTR VWVW SMEINC.COM
NO NC ENGINEER LICENSE #F -0176
105413 -380 3201 SPRING FOREST RD, RALEIGH, NC 27616
GRAPHIC SCALE
1000 0 500 1000 2000
( IN FEET )
VICINITY MAP
FALLS MIST SUBDIVISION
ROCKY POINT, NORTH CAROLINA
A -3964
FIGURE
1

a.
a
0
N
N
N
M
m
0
N
v
N
(7
LL
a
2
C
O
a
U
O
of
o
c'n
s
ul
U
O
a
GRAPHIC SCALE
300 0 150 300 600
( IN FEET )
SOURCE: USDA WEB SOIL SURVEY A -3965
SCALE: 1" = 600,
*vS&ME
USDA SOIL SURVEY MAP
FIGURE N0.
//�
L
DATE: NOV. 2013
DRAWN BY: BTR
WVWV.SMEINC.COM
NC ENGINEER LICENSE #F -0176
3201 SPRING FOREST RD, RALEIGH, NC 27616
FALLS MIST SUBDIVISION
ROCKY POINT, NORTH CAROLINA
PROJECT N0:
1054 -13 -380

a
v
0
N
M
0
N
Q
GRAPHIC SCALE
150 0 75 150 300
( IN FEET )
IMAGE SOURCE: NC ONEMAP, DATED 2012 A -3966
SCALE. 1" = 300,
*S&ME
2012 AERIAL PHOTOGRAPH
FIGURE NO
I�(
V
DATE: NOV. 2013
DRAWN BY'. BTR
VW VV.SMEINC.COM
NC ENGINEER LICENSE #F -0176
3201 SPRING FOREST RD, RALEIGH, NC 27616
FALLS MIST SUBDIVISION
ROCKY POINT, NORTH CAROLINA
PROJECT NO
1054 -13 -380

APPENDIX H

SITE DATA
AGENT / OWNER : ROCKY POINT PROPERTIES, LLC
DEVELOPER : ROCKY POINT PROPERTIES, LLC
1510 -A SOUTH THIRD STREET
WILMINGTON, NC 28401
(910) 251 -5030
LAND SURVEYORS : ARNOLD W. CARSON, PLS, PC
ENGINEER : TRIPP ENGINEERING, PC
ENVIRONMENTAL CONSULTANT : WITHERS AND RAVENEL
TAX PARCEL ID # PART OF 3234 -24- 6900 -0000
TAX PARCEL ID # PART OF 3234 -42- 6725 -0000
SITE ADDRESS : FALL BROOK LANE
DEED BOOK 3054 PAGE 297
SITE LOCATED IN ZONE "X"
FEMA MAP # 3720322400 J
CID # 370344 3224 J
DATED FEBRUARY 16, 2007
TOTAL AREA (GROSS) : 40.29 ACt
TOTAL NUMBER OF LOTS : 46
ZONING: RP
MINIMUM BUILDING SETBACK LINES:
FRONT = 30' SIDE = 25' REAR = 20'
ALL LOTS MEET OR EXCEED 20,000 SQ. FT.
TOTAL DISTURBED AREA: 31.97 AC./1,392,650 SF
PROPOSED ROADS:
ON -SffE 1.99 AC./86,569 SF
OFF -SITE 0.16 AC /6,800 SF (NOT INCLUDED IN TOTAL IMPERVIOUS AREA)
LOT COVERAGE (IMPERVIOUS AREA) 6,000 SF /LOT: 6.34 AC ./276,000 SF
FUTURE IMPERVIOUS AREA: 0.34 AC./14,700 SF
TOTAL IMPERVIOUS AREA: 8.66 AC./377,269 SF
TOTAL AREA OF WETLANDS: 183,307 SF/4.21 ACRES
WETLAND CROSSING AREA: 7,287 SF /0.17 ACRES
CAMA LAND USE CLASSIFICATION: URBAN GROWTH
WATERSHED: NORTHEAST CAPE FEAR
WATER SERVICE BY PENDER COUNTY UTILITIES
SEWAGE DISPOSAL BY INDIVIDUAL SEPTIC TANKS
ALL STREETS SHOWN HEREON ARE PUBLIC AND SHALL BE BUILT
TO NCDOT STANDARDS.
NOTES:
1. CONTRACTOR SHALL FIELD VERIFY EXISTING UTILITY LOCATION,
INVERT, MATERIAL, SIZE AND DEPTH PRIOR TO INSTALLATION.
2. THE WETLANDS DISTURBANCE AREAS ARE IDENTIFIED ON THIS
PLAN SHEET WITH HATCHING. CONTRACTOR IS NOT PERMITTED TO
DISTURB WETLAND AREAS OUTSIDE OF THOSE DESIGNATED ON
THE PLANS.
ROCKY POINT
PROPERTIES LLC
DEED BOOK 2716,
PAGE 246
2�
^° RO
PR01
DEED

SITE DATA
AGENT / BURNER : ROCKY Pow PROPERIILR, ut
OEVEICPEII : ROCKY POOR PROPERTIES, uC
1510-A so" - STREET
AN
WN10 M We 28101
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APPENDIX III

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action ID. 200501193 County: Pend er USGS Quad: Rocicv,Point
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property Owner: B. C Ralser
Address: Rocky oinjPro'effles, LLC
PO Box 1229
Wilmineton, North Carolina 28402
Telephone No.: 910 - 251 -5030 910 - 256 -9277
Size and location of property (water body, road name/number, town, etc.): The property is adjacent to an unnamed
tributary of Turkev Creek and is on the north side of Strawberry Drive West, west of HIPhwav 117, south of Rocky Point.
Pender County, North Carolina,
Description of projects area and activity: Falls Mist Subdivision. This permit authorizes the discharge of fill material into
0.18 acres of wetlands for the construction of roads associated with the construction of a residential development. This permit
replaces the permit issued 1!1/12/2011,
Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Regional General Permit Number:
Nationwide Permit Number: 29
Your work is authorized by the above referenced permit provided It is accomplished in strict accordance with the attached
conditions and your submitted application and attached inrormation dated 12/18/2008 . Any violation of the attached
conditions or deviation from your submitted plans may subject the permittee to a stop work order, a restoration order and /or
appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified,
suspended or revoked. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or
modified, this verification will remain valid until the expiration date identified below, provided it complies with all requirements of
the modified nationwide permit. If the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the
activity would no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are
under construction) or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the
activity is completed within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless
discretionary authority has been exercised on a case -by -case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Quality (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA),
prior to beginning work you must contact the N.C. Division of Coastal Management.
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal,
State or local approvals/pennits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory
program, please contact Crystal Amschler at 0 -2 - 170
Corps Regulatory Official Date: 03/13/2013
Expiration Date of Verification: 03/18/2017
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 http:// pert .nwp.usace.army.miUsurvey.html to complete the survey
online.
Page 1 of 3

Determination of Jurisdiction:
❑ Based on preliminary information, there appear to be waters of the US including wetlands within the above described project area.
This preliminary determination is not an appealable action under the Regulatory Program Administrative Appeal Process
( Reference 33 CFR Part 331).
❑ There are Navigable Waters of the United States within the above described project area 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.
❑ There are waters of the US and/or wetlands within the above described project area 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.
® The jurisdictional areas within the above described project area have been identified under a previous action. Please reference
jurisdictional determination issued /2011+. Action ID 200501193
Basis of Jurisdictional Determination: This site exhibits wetland criteria as described in the 1987 Corns Wetland Delineation
Manual and is adlacent to an unnamed tributary of Turkey Creek a tributary of the Northeast Cane Fear River, which is a
traditional navigable water of the U.S.
Attention USDA Program Participants
This delineation/detennination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the particular site
identified in this request. The delineation/determination may not be valid for the wetland conservation provisions of the Food Security
Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should request
a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdictional determinations as Indicated in B and C
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:
US Army Corps of Engineers
South Atlantic Division
Attn: Jason Steele, Review Officer
60 Forsyth Street SW, Room 10M15
Atlanta, Georgia 30303 -8801
Phone: [phone]
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal
under 33 CFR part 331.5, and that it has been received by the Division 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 3/0013 .
**It is not necessary to submit an RFA form to the Divo(on Offjp4you do not object to the determination in this correspondence."
Corps Regulatory Official:
Date 03/13/2013 Expiration Date 3/18/2017
Page 2 of 3

Falls Mist
Rocky Point Properties, LLC
Pender County
AID#- SAW -2005 -01193
Special Conditions:
1) In order to compensate for impacts associated with this permit. mitigation shall be provided in accordance with the
provisions outlined on the most recent version of the attached Compensatory Mitigation Resnonsibility Transfer
Form The requirements of this form including any special conditions listed on this form, are hereby incorporated as
special conditions of this permit authorization.
2) In order to compensate for impacts the permittee has executed and cause to be recorded in the Pender County
Register of Deeds, restrictive covenants acceptable to the Corps of Engineers for the purpose of maintaining the
wetland conservation areas, in their natural state in perpetuity. The permittee shall enforce the terms of the
restrictive covenants and shall take no action on the property described in the covenants inconsistent with the terms
thereof. The permittee provided a copy of the recorded restrictive covenants and survey to the Corps of Engineers on
September 20, 2011.
Corps Regulatory Official Date: 10/12/2011
Page 3 of 3

Action ID Number:200501193 County:Pender
Permittee: Rocky Point Properties, LLC, B. C. Kaiser
Date Verification Issued: 3/13/2013
Project Manager: Crystal Amschler
Upon completion of the activity authorized by this permit and any mitigation required by the permit,
sign this certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
WILMINGTON REGULATORY FIELD OFFICE
69 DARLINGTON AVENUE
WILMINGTON, NORTH CAROLINA 28403 -1343
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. If you fail to comply with this permit you are subject to permit suspension,
modification, or revocation.
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.
Signature of Permittee
Date

U.S. ARMY CORPS OF ENGINEERS
Wilmington District
Compensatory Mitigation Responsibility Transfer Form
Permittee: Rocky Point Properties, LLC
Project Name .Falls of the Mist
Action im SAW- 2005 -01193
County: Pender
Instructions to Permittee: The Permittee must provide a copy of this form to the Mitigation Sponsor, either an approved
Mitigation Bank or the North Carolina Ecosystem Enhancement Program (NCEEP), who will then sign the form to verify the
transfer of the mitigation responsibility. Once the Sponsor has signed this form, It is the Permittee's responsibility to
ensure that to the U.S. Army Corps of Engineers (USACE) Project Manager identified on page two is in receipt of a signed
copy of this form before conducting authorized Impacts, unless otherwise specified below. if more than one mitigation
Sponsor will be used to provide the mitigation associated with the permit, or if the impacts and /or the mitigation will occur
In more than one 8 -digit Hydrologic Unit Code (HUC), multiple forms will be attached to the permit, and the separate forms
for each Sponsor and /or HUC must be provided to the appropriate mitigation Sponsors.
Instructions to Sponsor: The Sponsor must verify that the mitigation requirements shown below are available at the
Identified site. By signing below, the Sponsor Is accepting full responsibility for the Identified mitigation, regardless of
whether or not they have received payment from the Permittee. Once the form is signed, the Sponsor must update the
appropriate ledger and provide a copy of the signed form to the Permittee and to the USACE Bank/In -Lieu Fee Program
Manager. The Sponsor must also comply with all reporting requirements established in their authorizing instrument.
Permitted Impacts and Compensatory Mitigation Requirements:
.,_._�....� ......_�� ne...dd•s Mt ►ine *1nns ndtolt HUC and Basin: 03030007. Cape Fear River Basin
r Q1111.wsiW 1001 PY... •.c .. p­­
Stream Impacts (linear feet)
_ _ _ _ _ _ _ _ _ _ _
Wetland Impacts
(acres)
Warm
Cool
Cold
Riparian
Riparian
Non - Riparian
Coastal
Riverine
Non - riverine
0.18
*If more than one mitigation sponsor will be used for the permit, only include impacts to be mitigated by ims spvnsvi.
�.•....s..��►...., MI►Ieatlnn Diarmiramantcc s -digit HUC and Basin: 03030007. Cape Fear River Basin
Stream Mitigation (credits)
Wetland Mitigation
credits
Warm
Cool
Cold
Riparian
Riparian
Non - Riparian
Coastal
Riverine
Non- riverine
0.18
Mitigation Site Debited: NCEEP
(List the name of the bank to be debited. For umbrella banks, also list the specific site. For NCEEP, list NCEEP. If the NCEEP
acceptance letter identifies a specific site, also list the specific site to be debited).
Section to be completed by the Mitigation Sponsor
Statement of Mitigation Liability Acceptance: I, the undersigned, verify that I am authorized to approve mitigation
transactions for the Mitigation Sponsor shown below, and I certify that the Sponsor agrees to accept full responsibility for
providing the mitigation Identified in this document (see the table above), associated with the USACE Permittee and Action
ID number shown. I also verify that released credits (and /or advance credits for NCEEP), as approved by the USACE, are
currently available at the mitigation site identified above. Further, I understand that if the Sponsor falls to provide the
required compensatory mitigation, the USACE Wilmington District Engineer may pursue measures against the Sponsor to
ensure compliance associated with the mitigation requirements.
Mitigation Sponsor Name:
Name of Sponsor's Authorized Representative:
Signature of Sponsor's Authorized Representative
Date of Signature
Page 1 of 2 Form Updated 18 September, 2012

USACE Wilmington District
Compensatory Mitigation Responsibility Transfer Form, Page 2
Conditions for Transfer of Compensatory Mitigation Credit:
• Once this document has been signed by the Mitigation Sponsor and the USACE is in receipt of the signed form, the
Permittee is no longer responsible for providing the mitigation identified in this form, though the Permittee remains
responsible for any other mitigation requirements stated In the permit conditions.
• Construction within jurisdictional areas authorized by the permit identified on page one of this form can begin only
after the USACE is In receipt of a copy of this document signed by the Sponsor, confirming that the Sponsor has
accepted responsibility for providing the mitigation requirements listed herein. For authorized impacts conducted by
the North Carolina Department of Transportation ( NCDOT), construction within jurisdictional areas may proceed upon
permit issuance; however, a copy of this form signed by the Sponsor must be provided to the USACE within 30 days of
permit Issuance. NCDOT remains fully responsible for the mitigation until the USACE has received this form, confirming
that the Sponsor has accepted responsibility for providing the mitigation requirements listed herein.
• Signed copies of this document must be retained by the Permittee, Mitigation Sponsor, and In the USACE
administrative records for both the permit and the Bank/ILF Instrument. It is the Permittee's responsibility to ensure
that the USACE Project Manager (address below) is provided with a signed copy of this form.
• if changes are proposed to the type, amount, or location of mitigation after this form has been signed and returned to
the USACE, the Sponsor must obtain case -by -case approval from the USACE Project Manager and /or North Carolina
Interagency Review Team (NCIRT). If approved, higher mitigation ratios may be applied, as per current District
guidance and a new version of this form must be completed and included in the USACE administrative records for both
the permit and the Bank/iLF Instrument.
Comments /Additional Conditions:
This form is not valid unless signed by the mitigation Sponsor and USACE Project Manager. For questions regarding this
form or any of the conditions of the permit authorization, contact the Project Manager at the address below.
USACE Project Manager: Crystal Amschler
USACE Field Office: Wilmington Regulatory Field Office
US Army Corps of Engineers
69 Darlington Avenue
Wilmington, NC 28403
Email: Crystal .C.Amschler @usace.army.mil
March 13. 2013
Date of Signature
Current Wilmington District mitigation guidance, Including Information on mitigation ratios, functional assessments, and
mitigation bank location and availability, and credit classifications (including stream temperature and wetland groupings) is
available at htta: //ribits.usace.armv.mil.
Page 2 of 2
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
Customer Satisfaction Survey located at our website at htto jL aulatorv.usacesurvev.com/ to complete the survey onllne.

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id_ 200501193 County: Pender U.S.G.S. Quad: Rocky Point
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner. Tucski. Inc., Agent: Gene Clifton
c/o Thomas Tucker Coastal Environmental Consulting, Inc.
Address: 315 Friday Drive Post Office Box 15102
Wilmington, NC 28401 Wilmington, NC 28408
Telephone No.: (910) 538 -5719 (910) 791 -6411
Property description:
Size (acres) 88 acres Nearest Town Rocky Point
Nearest Waterway Turkey Creek River Basin Cape Fear River
USGS HUC 03030007 Coordinates N 43 4136 W 71.9926
Location description The Property Is located adjacent to an unnamed tributary of Turkey Creek, on the north side of
Strawberry Drive West west of Hwy 117. on Tax Parcel No. 45045, south of Rocky Point, Pender County. North
Carolina.
Indicate Which of the Following Apply:
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).
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 (CWAN33 USC 6 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
Reaulatory Official identified below on February 9.2006. 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.
X The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management
Act MAMA). You should contact the Division of Coastal Management in Wilmington NC at (910) 796 -7215 to
determine their requirements.
Page 1 of 2

Action ID: 200501193
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 Wafer Act (33 USC § 1311). If you have any questions regarding this
determination and/or the Corps regulatory program, please contact LiIlette Granade at L91012514829.
Basis For Determination: This site exhibits wetland criteria as described in the 1987 Corns Wetland Delineation Manual
and is actiacent to an unnamed tributary of Turkey Creek. a tributary of the Northeast Cape Fear River, a navienble
water of the US. Determination is based on Information provided by Gene Clifton. of Coastal Environmental
Consulting. Inc. and a field visit by Liilette Granade on August 17.2005.
Remarks:
Corps Regulatory Official:
Date February 9.2006 Expiration Date February 9.2011
Corps Regulatory Official (Initial.
FOR OFFICE USE ONLY:
• A plat or sketch of the property and the wetland data form must be attached to the file copy of this form.
• A copy of the "Notification Of Administrative Appeal Options And Process And Request For Appeal" form must be
transmitted with the property owner /agent copy of this form.
• If the property contains isolated wetlands/waters, please indicate in "Remarks" section and attach the
"Isolated Determination Information Sheet" to the file copy of this form.
Page 2 of 2

SURVEY I2EFZ7ZWCR.
DEED BOOK lJ82 AT PACE 128
PENDER COUNTY REGISTRY
r,7
�r
COVER SHEET
PAGE i OF 4
"404" WETLANDS MAP
FOR
VICOR
315 FRIDAY DRIVE
WILMINGTON. NC 28411
910 -540 -5409
WEMAMS
7NLS CL7RVIQ RMT DRY COPY or TN6 LVAT ACCL4MATO.Y ODUCM THE BOUNIMNY
OF THE JURISmICRON OF SEODON 404 OF THE C1FAN wATER AOT AS OL MmWED
BY 114. 1>AealSOMED ON INS DATE 1. EM THOW R A CINNOC W THE LAW OR
OLAR Puma9PD MU ATMOS RRS OEIE3&Ar" ON OF SEC710M 4" XXMINC M WY
ON
BE MED W FOR A PERMO Of O WARM OETERIM470N WAS WOE UMMMO
THE I987 CORPS OF F>JCMMRT miw= OEI/NGTpN MANUAL
1WIf
7"w
MT£ jpwhA^,44 JIM(.
-par- of ri
c
.-.-D SSE SHMT 2 OF 4 FOR VICINPPY MAP
CHMJV C WCW OD OMMZ W AND AOOUVAOr
4 Flll* W. J-- I'M L> Wy ff- lhAv p1*E Nov five, .order n
aetuol Rep rung. Lords 1LId1/ m�, horn I�femp6� ao
LAe dw.d °If° ,vt oLn+lad
:+ aebeda,ee elm Re be,bl b m ea/ r ry p vindOke a tf a av dvahod Gnaar
Io,W
of veWo, m sakubted b t•tOOQOa end L Corr*& to the tut
em�be6e% WiNess ,y arlpbaef 96am—. Uaenee Member and
w, L(o eor a JJAJ Jgit Al 1116. `��11I11C
ROCKY POINT TOWNSHIP - PENDER COUNTY - NORM CAROLINA
.Sr4LE 1" = JOu' SEPTEMBER 2005

TRVEY or rsnnvr-al
EED BOOK 1382 AT' PAGE 128
ENDER COUNTY REGISTRY
COURSE & DIST. (Al - A32)
0.2803 AC
COURSE & DIST. (C1 -C28)
1.497* AG
�r�zr �i�t•:i�i�l-= if:�i3;i1� (%S�?JE�:?��i3if�iFRS�
�:• .• fic`l �wi'iis �� �� ��!F— crlilA�l_�T�i�
ter?- .-�>•r. i,•iTTrr• icfi'ira
�:Ll ^•�L �s:�i"1•iSZ�i
"1HlS FlFS THAT THIS OF THIS PLAT AC RA7EZY DEPT THE BOUNOarY
OF THE UR1SDlCnDN OF S ON 404 OF THE CLE WATER AS DLi17TMINED
BY THE ERSICNFD ON S 11416 UNLESS THERE A G£ IN THE IAW OR
OUR PU REGU ONS 7HI5 DE7ERM44710N OF ON 404 JUR/SU1C110N MAY
BE RELIED N FDR PERIOD OF 5 YEARS. DE1ER T10N WAS MAD£ URUZING
THE 1987 CO ENGINEERS WERAl4DS D£11NF�7iOEN 4NLUL "
NAME
TITLE
LUTE
MTOTCATION OF SURVEY AIM ACCURACY
Frederick W. Jones, PM certify that this plat was drown under my supervision from on LEG�i1TD:
,tuol field survey made under my superviaion from Information as noted hereon, that
•e boundaries not surveyed am dearly indicated as dashed fines; that this mop was prepared WETLANDS AREA
preordonro with uThe at Is 1:1 s of practice nd i far land surveying in NC ; that the ratio
' precision as calculated is 1:10000+ and is correct to the best of my knowledge
1d belief. Witness my original SigrKjtgM1,1,1,t1/C*ff a Number and Seal
is
AJ
2•(n day o /%�oJ/ 0.
NOTES:
I. CORNERS ARE MARKED AS NOTED ON UAP.
• l- ti �. 2. ALL DISTAJXE3 ARE IIOR20NTAL tTE1D MFASUREWSM.
pderTck W. one4 Pt,.� -y 3 AREA COMPUTED BY 7HE COOP.DWATE ME7HOA
(: Lrecnso o. L =4503 �,R•,yO y 4. 404 WETLANDS DEIJNEMED BY -- - -- --
i
Q
m
V
N 95Y
..e em.
LEGEND:
O
—R/W-
y��
OP (DOSRNG IRON PEPS)
OS (L as'RNG IRON STAK>0
15.5 (MON STAKE SET)
WETLANDS POINT
WETLANDS LINE
PROPERTY LINE
CENTER LILAC
RIGNr OF WAY
. ••(A3% M,, ,/,LANE WEST
(A$IaEe 4tr RAy
PAGE 2 OF 4
"404 " WETLANDS
FOR
)0 0 200 400 600 VIGOR
MAP
315 FRIDAY DRIVE
2APHIC SCAI L - FCET WILMINGTON, NC 28411
910 -540 -5409
ROCKY POINT TOWNSHIP - PENDER COUNTY - NORTH CAROLINA
SCALE- I' - 200' SEPTEMBER 2005
___T120mpBOII dC .TaIIEB
Surveying Comp —y
P.O. Bbu 1471
111 £ost ITemont Street
Burgaw. NC 28425
Ph- (910) 259 -2954
Fx. (910) 2b9 -9040
Em: )onassurveying0bellsouth.net
TTLx FIRM ASW (ROCKY PO
/hrp. M.-- R 12 OtACaBLwW ours

s
V
..
CO AM & DISC (fl —F31)
0.4413 AG
s
t
— r3, MKTCH UNE
COURSE & DST. (D1 — 020)
3,008* AC
i<
9
g
IN
COURSE 3 Mr. (Et — En)
3SO0t AC
colRSE rt DISr. (GI — G21)
o.080t AC.
— MLTC!j_LlNE p
NOTES.
1. CORNERS ARE MARKED AS NOTED ON MAP.
3 £S ARE HOR¢OMrAL FIELD MEASUREMENTS.
MPUIED BY THE COORDINATE RULTIOO.
4. d04 1VETLANDS OF]1NrA7FD 8Y
GENE CLIFTON — CCZAL D4VIRONBIEMfAL — 5/25/05
5. SEE SHEET 1 OF 3 FDR (£G£Np NClMry MAP.
PAGE 3 OF 4
"404" WETLANDS MAP
FOR
200 0 2_00 400 B00 V I T CO
R
° °� 315 FRIDAY ORIW
GRAPW E , IFEE j WII.AI/NGTON. NC 28471
910- 540 -5409
ROCKY POINT TOWNSHIP — PENDER COUNTY — NORTH CAROLINA
SCALE- 1' = 200' SFPTE WBER 2005
Thompson & Jones
Surveying Company
P.O. box 1411
111 East Fremont Street
Burgaw, NC 28425
Ph: (910) 259 -2954
Fh: (00) 259 -9040
Fern: jonessurveying0ballsouth.net
FM. FUTM a" (ROCK' Pn
Orv. Neu Pc 12 BL4CXVIAKp MOW

r
iT
J
MM-0
m r —
Thompson A donee
Surveying Company
P.O. Bat 1471
111 Fast Foment Street
Buryow, hr. 28425
Ph: (910) 259 -2954
Fx: (910) 259 -9040
Em: Jonamrveyingobe8south ref
FAe: FU704. RAND (awn F1)
ow. No.: FL 12 MAOMM WX
PAGE 4 OF 4
"404" WETLANDS MAP
FOR
VICOR
318 FRIDAY DRIVE
WILMINGTON, NC 28411
NOTES:
910 -540 -5409 ' LANDS AREA
WETLANDS AREA
I. CORNERS ARE MARKED AS NOTED ON MAP.
ROCKY POINT TOWNSHIP — PENDER COUNTY — MORTH CAROLINA
Z ALL DLSTANCES ARE HORIZONTAL FIf1D MEASUREMENTS
005
SCALE: 1' = 200' SEPTEMBER 2005
J. AREA OOMPUTED BY THE COORDINATE ME7I00.
4 404 WETLANDS DEUNEATE'D BY
GENE CLIFTON — COASTAL DMRONUENTAL — 5126105.
200 0 200 400 600
S. SEE SHEET 1 OF 3 FOR LEGEND dr WCINTTY YAP.
r_P&PUTr Rret.P. - irp:E7
m r —
Thompson A donee
Surveying Company
P.O. Bat 1471
111 Fast Foment Street
Buryow, hr. 28425
Ph: (910) 259 -2954
Fx: (910) 259 -9040
Em: Jonamrveyingobe8south ref
FAe: FU704. RAND (awn F1)
ow. No.: FL 12 MAOMM WX

APPENDIX IV

L- aY. 010599PG242
•al —Z-.9
STATE OF NORTH CAROLINA
S i11R 27 P 2= 27
PENDER COUNTY ,fir,_:;_, ;,..::•�;
RL' GI3 � i Ui� uElil`.,
PENDEP, COU91 TY N.C.
Restrictive Covenant
0
"The areas shown on the Falls Mist "Conservation Area Exhibit" 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, bum, 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
200501193, 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.
Mark L. Maynard- mber/Manager
Rocky Point Pro es, LLC
1�� Y
rl

R, 3599PG243
STATE OF NORTH CAROLINA
NEW HANOVER COUNTY
I, Kellie Morris, A Notary Public of New Hanover County, North Carolina, do hereby
certify that Mark Maynard personally appeared before me this day and acknowledged the
due execution of the foregoing mstrument.
Witness my hand and official seal, this 19'h day of February, 2009
M0,9,
PUB
Notary Public
CCm1vusS10r` - j -
4exjP1r 'es

GENERAL NOTES `tl `' 1 > > I-U jr 4 Lr
1.) THIS IS NOT A CERTIFIED SURVEY AND HAS NOT BEEN REVIEWED BY A LOCAL
GOVERNMENT AGENCY FOR COMPLIANCE WIN ANY APPLICABLE LAND DEVELOPMENT
NG 210 REGULARONS THIS IS A CONSERVATON AREA MOT. IRIS IS NOT A BOUNDARY
SURVEY. PROPERTY BOUNDARY SHOWN HEREON PER MB 421116.
2) BEARINGS FOR THIS MAP ARE BASED ON MB 421116
N SITE a) AREA BY COORDINATE GEOMETRY
4.) SEE PAGE 2 FOR CONSERVATON AREA LINE CALL TABLES
FALLBROOK
LN 200 0 loo 200
W E O MB 42/116
5
GRAPHIC SCALE: 1 inch - 300 ft. � /
Vicinity Map (No Scale)
I DARRELL PETERSON I JAMES WILBUR
DEED BOOK 704. PAGE 197 DEED BOOK 460,
PACE 227
TIES ALONG CONSERVATION
\\\ \ AREA H 1
` \\ \ CONSERVATION .{UNE CALLS Hi -H10•:
AREA F . 1.17$f AC
W
oa
ma
c
0
\ \\ -it-e LINE CALLS FI -Fll
\ \\ \ & CURVE CALL CRVI .p
0.1261 AC.
P.O.B.
P.O B.
Ale
\ \\
\ \ \ P.O.B.
P.oa \ \ \
P 0 a �\ CONSERVATION AREA E
UNE CALLS E1 ETO
P.O.B.
CONSERVATION AREA A
UNE CALLS Ai -AB
0.027* AC. 1
ROCKY POINT PROPERTIES LLC
DEED B0OK 2716, PAGE 246
E
VALE RR001C .
FALLBROOK
MB 45, P 080
- I
A. )LKYAJIU
0.0541 AC. AREA G
LINE CALLS
CONSERVATION AREA D Gt -G16
UNE CALLS 01 -020 24481 AC.
0.1461 AC.
CONSERVATION AREA C
UNE CALLS C1 -C4
0.007* AC. TIE7
I
CONSERVATION AREA B
SITE AREAS
UNE CALLS 81 -813 rn
TOTAL SITE AREA-
40.2661 AC
0.037* AC. -
CONSERVATION AREA A AREA:
0.027tAC
_
CONSERVATION AREA B AREA
a0mma
,Y a
CONSERVATION AREA C AREA:
0.007tAC
a
CONSERVATION AREA 0 AREA:
0.146tAC
_
CONSERVATION AREA E AREA
0.0541AC
o
CONSERVARON AREA F AREA
0.126tAC
3 o
CONSERVATION AREA C AREA
2448tAC.
m
CONSERVATION AREA H AREA:
1.1781AC
W
GUN5ERVAIION AREA
4.
0
PARCEL I FORMATION
PAGE 1/2
FALLS MIST ^ __ III CONSERVATION AREA EXHIBIT III WITHERS & RAVENEL II
OC�IACO ff�, ,�rtV
croutw I rurNus I auwIVONS
PENDER COUNTY PARCEL Na.
3234 -33- 7962 -0000
Co
Co
C W
OWNERSHIP REFERENCE DW.
x a
30521297. MB/PG. 421116
m o
ADDRESS: FALL BROOK LANE
in
W O
W
W
O
LEGEND
CONSERVATION
AREA
PAGE 1/2
FALLS MIST ^ __ III CONSERVATION AREA EXHIBIT III WITHERS & RAVENEL II
OC�IACO ff�, ,�rtV
croutw I rurNus I auwIVONS

CONSERVATION AREA LINE /CURVE CALL TAB[gs3 5 o 9 Fri 2 !s 5
CONSERVATION AREA A
LINE
I LENGTH
BEARING
Al
34.10
S0723351Y
A2
84.10
50120 30 E
A3
38.02
S102627 W
A4
48.01
S2957 -00-W
A5
6.71
N66'172J W
A6
78.53
N 4'J7'34E
A7
71.99
NO I'M 311Y
A8
51.47
N04'01'42E
CONSERVATION AREA 8
LINE
I LENGTH
I BEARING
81
1 33.96
SO4'11'051Y
82
57. I3
501'34'2319
B3
16.84
S56'1152E
84
9.84
S06'18331Y
85
I8.J6
N60'183J1Y
86
39.77
N81'47'06'W
B7
45.02
N5J'55'361Y
88
J.93
NJ8'4B'01 E
89
15.71
S56'JI'IOE
810
50.58
S7735'47E
811
12.65
&W04 '57-E
B12
63.75
Na536'03E
813 512 SBT57'55E
CONSERVATION AREA C
LINE
LENGTH
BEARING
CI
40.62
S58'11'52E
C2
7.44
S.TB'36 0419
C3
J5.62
N6(71833'W
C4
9.64
N06'1833E
CONSERVATION AREA D
LINE
LENGTH
BEARING
Of
7226
S25'18'I7E
02
50.08
S31'2436E
DJ
38.34
NJI'46'21 E
D4
78.84
S06'5827E
05
6196
501'55'0519
06
51.97
502*18'25E
D7
13.39
S00'03'04E
D8
57.16
562-5319
09
46.60
S5420 5 f
DIO
27.80
554'422319
D11
2176
N46'18'56 W
D12
15.38
N20'J2'101Y
011
56.01
N7724'021Y
D14
3291
NOJ'04341Y
015
9.67
NOr•52'18V
016
64.20
NO3'50 56
D17
54.76
N35 16'3319
018
58.05
N20'45'451Y
019 1
.39
N2738'491Y
D20 I
7.97
N4PO129E
CONSERVATION AREA E
LINE
LENGTH
BEARING
E7
1.42
S54 2051 E
E2
59.50
555.3155E
E3
29.36
S46'3120E
E4
22J3
AW21'141V
E5
6.59
N3T33'40v
E6
1 187
S58'08301N
E7
23.85
N8821'141Y
E8
4.67
N3T55 0719
E9
47.04
N46'18'56 W
E10
18.48
AI54'4223E
CONSERVATION AREA F
LINE
LENGTH
I BEARING
FI
46.40
S27-01 27E
F2
51.87
SO4'44'41 E
FJ
7.69
513 00'47E
F4
43.22
58722 5519
F5
JJ.74
NOJ'53' 6E
F6
4704
N4J'55'07"W
F7
4422
N29-55-07V
F8
24.08 1
5667114
F9 1
4.85 1
53733409'
CONSERVATION AREA H
LINE
I LENGTH
BEARING
HI
19.51
NIXIO'151Y
H2
6.82
N88'19'Ol E
H3
10.00
NOI'40'591Y
H4
a85
s88'19'o11Y
H5
81.80
NI3'07'151V
H6
61.16
N54 5157E
H7
78.76
N4i'0639E
H8
1 64.02
N51'162JE
H9
1 57.87
N52*2436E
HIO
1 87.27
N 140'26E
PROPERTY LINE (R) TIES
LINE
LENGTH
TIEIA
545.04
1Y
TIEW
81.76
1Y
TIE2
700.57
19
@S7j*48'00'W
TIE;
72254
1V
TIE4
698.01
11Y
TIE5
811.63
1Y
TIE6
855.34
S22-1.3'59,W
TIE7
238.24
508723'28E
TIES
65130
S01'07'31'1Y
LE-9
50.00
580`05'37'W
1 1
16.73
1 588 1'14 E
1
CONSERVATION AREA F CURVE TABLE
1RVf
I LENGTH
I RADIUS
I CHORD
CHORD BEAT
V1
1 9.24
1 JO.00
1 9.20
N79'31'
CONSERVATION AREA G
CONSERVATION AREA H AREA:
NE LENGTH
1 8EWINC
III.32
N8759'38E
74.95
S74'28'48'E
69.57
S76'55'17E
24.74
S07 950E
77.JJ
545'5833E
5270
N45'97'4 11F
49.66
coo c
40.288t ACRES
.t� Cis
00271ACRES
CONSERVATION AREA B AREA:
a037tacREs
•U O
.r
CONSERVATION AREA 0 AREA:
01461ACRES
CONSERVATION AREA E AREA:
0.0541ACRES
•iyr
aI26±ACRES
CONSERVATION AREA G AREA:
V
CONSERVATION AREA H AREA:
1.178.fACRES
1='. w
LCJ
Cc
0
= N
•�
O
#-r
Ij) O
Q
C'v G J
1.1
r,
r,3
. r'
•�
cl
U�-1
�.
N°+
, 0
U
GENERAL
I.) THIS IS NOT A CERTIFIED SURVEY AND HAS NOT BEEN REVIENED BY A LOCAL GOVERNMENT AGENCY FOR
COMPLIANCE AMTH ANY APPLICABLE LAND DEVELOPMENT REGULATIONS, THIS IS A CONSERVATION AREA
EXHIBIT. THIS IS NOT A BOUNDARY SURVEY PROPERTY BOUNDARY SHOW HEREON PER MB 421116.
2.) BEARINGS FOR THIS MAP ARE BASED ON MB 421116.
3.) AREA BY COORDINATE GEOMETRY.
SUE AREAS
TOTAL WE AREA:
40.288t ACRES
CONSERVATION AREA A AREA:
00271ACRES
CONSERVATION AREA B AREA:
a037tacREs
CONSERVA77ON AREA C AREA:
0.007±ACRES
CONSERVATION AREA 0 AREA:
01461ACRES
CONSERVATION AREA E AREA:
0.0541ACRES
CONSERVATION AREA F AREA:
aI26±ACRES
CONSERVATION AREA G AREA:
2448.*ACRES
CONSERVATION AREA H AREA:
1.178.fACRES
f ACRES
PARCEL INFORMA17ON
PENDER COUNTY PARCEL NO..
32J4 -33 -7962 -0000
OWNERSHIP REFERENCE
OB/PG 30521297. MB/PG. 42/116
ADDRESS. FALL BROOK LANE
L PAGE 1/2
FALLS MIST CONSERVATION AREA EXHIBIT WITHERS & RAVENEL
OCNflCO Ml-TV .�s. .. ............ asautus i ►utatu 1 susrtrots

SITE DATA
AGENT / OWNER : ROCKY POINT PROPERTIES, LLC
DEVELOPER : ROCKY POINT PROPERTIES, LLC
1510 -A SOUTH THIRD STREET
WILMINGTON, NC 28401
(910) 251 -5030
LAND SURVEYORS : ARNOLD W. CARSON, PLS, PC
ENGINEER : TRIPP ENGINEERING, PC
ENVIRONMENTAL CONSULTANT : WITHERS AND RAVENEL
TAX PARCEL ID # PART OF 3234 -24- 6900 -0000
TAX PARCEL ID # PART OF 3234 -42- 6725 -0000
SITE ADDRESS : FALL BROOK LANE
DEED BOOK 3054 PAGE 297
SITE LOCATED IN ZONE "X"
FEMA MAP # 3720322400 J
CID # 370344 3224 J
DATED FEBRUARY 16, 2007
TOTAL AREA (GROSS) 40.29 ACt
TOTAL NUMBER OF LOTS : 46
ZONING: RP
MINIMUM BUILDING SETBACK LINES:
FRONT = 30' SIDE = 25' REAR = 20'
ALL LOTS MEET OR EXCEED 20,000 SQ. FT.
TOTAL DISTURBED AREA: 31.97 AC./1,392,650 SF
PROPOSED ROADS:
ON -SITE 1.99 AC./86,569 SF
OFF -SITE 0.16 AC /6,800 SF (NOT INCLUDED IN TOTAL IMPERVIOUS AREA)
LOT COVERAGE (IMPERVIOUS AREA) 6,000 SF /LOT: 6.34 AC./276,000 SF
FUTURE IMPERVIOUS AREA: 0.34 AC./14,700 SF
TOTAL IMPERVIOUS AREA: 8.66 AC./377,269 SF
TOTAL AREA OF WETLANDS: 183,307 SF/4.21 ACRES
WETLAND CROSSING AREA: 7,287 SF /0.17 ACRES
CAMA LAND USE CLASSIFICATION: URBAN GROWTH
WATERSHED: NORTHEAST CAPE FEAR
WATER SERVICE BY PENDER COUNTY UTILITIES
SEWAGE DISPOSAL BY INDIVIDUAL SEPTIC TANKS
ALL STREETS SHOWN HEREON ARE PUBLIC AND SHALL BE BUILT
TO NCDOT STANDARDS.
NOTES:
1. CONTRACTOR SHALL FIELD VERIFY EXISTING UTILITY LOCATION,
INVERT, MATERIAL, SIZE AND DEPTH PRIOR TO INSTALLATION.
2. THE WETLANDS DISTURBANCE AREAS ARE IDENTIFIED ON THIS
PLAN SHEET WITH HATCHING. CONTRACTOR IS NOT PERMITTED TO
DISTURB WETLAND AREAS OUTSIDE OF THOSE DESIGNATED ON
THE PLANS.
ROCKY POINT
PROPERTIES LLC
DEED BOOK 2716,
PAGE 246
z
0
-P
w
rri
ROCKY POINT
PROPERTIES LLC
DEED BOOK 2716,
PAGE 246
EDMUND KERR
DEED 505, PAGE 87
DRAINAGE SWALE ARMORING
(SEE DETAIL SHEET)
8'x12'x15" ED
WANDA FLITCH
DEED BOOK 1459,
PAGE 197
1,
r
f f
3�
GE GE BROWN
DE BOOK 744,
PAGE 774
4" FES INV 20.6
W /8'x6'x12" ED
" SDR 21 PVC WATER MAIN
.545.04'
BAR SCALE 1 " =100'
100' 50' 0' 100' 200'
2`;9 22 23
4
—2 'SDR 21 PVC 21 WATER MAIN
(1) 2" BO ASSY
—(1) 8x8" TEE
(1) 8" GATE VALVE
(1) 8 "x2" REDUCER
(1) 2" GATE VALVE
(1) FH ASSY
Is
NC �-'9
� e
C , STRAWBERR
3� LN
-orJV
21 PVC WATER MA N,
DARRELL PETERSON
DEED 'BOOK 704, PAGE 197
- ELEVATED WETLAND
PEDESTRIAN CROSSING
30" FES INV 19.5
p W/8'x6'x12"
$ CL. "B" RIP RAP ED
I -2
-- -4" FUSED DR 9 HDPE WAT =R MAIN WITH
(1) FULL MECHANICAL JOINT RESTRAINT (GRIP RINGS)
ON EACH SIDE OF HDPE (MIN.)
(STA. 0 +30 TO 2 +00, SEE PROFILE SHEET) -- 2<_
-TST NO. 5
—(1) 8x8" TEE
(1) 8" GATE VALVE
(1) 8 "x4" REDUCER
JAMES WILBUR
DEED BOOK 460, PAGE 227
11
BOX CULYERT __iN /ERT SHALL HAVE 1 FT ENTRENCHMENT TO
ALLOW/FOR A NATURAL .BEDDING WITHIN THE STRUCTURE
2.2 _-
20.33'x4.5' ALUMINUM BOX CULVERT -- - - —
W/ HEADWALL AHD WINGWALL
W INV (IN) 18':O
W V (OUT) 17.5 `'
W W 8" FUSED DR 9 HDPE WATER MAIN WITH
L W \,(1) FULL MECHANICAL JOINT. RESTRAINT (GR(P RINGS)
W W W SON EACH SIDE OF HDgE- (MIN,)
(STA.---2-+75 -TO, 5 +50, iSEE PROFILE SHEET) \
80' DRAINAGE EASE EN_
(TYP)
8" SDR 21 PVC WATER MAIN
r`
- REMOVE EXISTING BO ASSY.
CONNECT TO 8" WATER MAIN
MATCH EXIST. ASPHALT GRAD'E 24.0t
50 TEMPORARY CONSTRUCTION El'lTRANCE
(SEE DETAIL)
1 \
300' \
DATE PRINTED
NOV 1 8 2013
40
REVISIONS
Description I By
LEGEND
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EXISTING CONTOUR
29.63
EXISTING SPOT ELEVATION
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PROPOSED SPOT ELEVATION
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GE GE BROWN
DE BOOK 744,
PAGE 774
4" FES INV 20.6
W /8'x6'x12" ED
" SDR 21 PVC WATER MAIN
.545.04'
BAR SCALE 1 " =100'
100' 50' 0' 100' 200'
2`;9 22 23
4
—2 'SDR 21 PVC 21 WATER MAIN
(1) 2" BO ASSY
—(1) 8x8" TEE
(1) 8" GATE VALVE
(1) 8 "x2" REDUCER
(1) 2" GATE VALVE
(1) FH ASSY
Is
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C , STRAWBERR
3� LN
-orJV
21 PVC WATER MA N,
DARRELL PETERSON
DEED 'BOOK 704, PAGE 197
- ELEVATED WETLAND
PEDESTRIAN CROSSING
30" FES INV 19.5
p W/8'x6'x12"
$ CL. "B" RIP RAP ED
I -2
-- -4" FUSED DR 9 HDPE WAT =R MAIN WITH
(1) FULL MECHANICAL JOINT RESTRAINT (GRIP RINGS)
ON EACH SIDE OF HDPE (MIN.)
(STA. 0 +30 TO 2 +00, SEE PROFILE SHEET) -- 2<_
-TST NO. 5
—(1) 8x8" TEE
(1) 8" GATE VALVE
(1) 8 "x4" REDUCER
JAMES WILBUR
DEED BOOK 460, PAGE 227
11
BOX CULYERT __iN /ERT SHALL HAVE 1 FT ENTRENCHMENT TO
ALLOW/FOR A NATURAL .BEDDING WITHIN THE STRUCTURE
2.2 _-
20.33'x4.5' ALUMINUM BOX CULVERT -- - - —
W/ HEADWALL AHD WINGWALL
W INV (IN) 18':O
W V (OUT) 17.5 `'
W W 8" FUSED DR 9 HDPE WATER MAIN WITH
L W \,(1) FULL MECHANICAL JOINT. RESTRAINT (GR(P RINGS)
W W W SON EACH SIDE OF HDgE- (MIN,)
(STA.---2-+75 -TO, 5 +50, iSEE PROFILE SHEET) \
80' DRAINAGE EASE EN_
(TYP)
8" SDR 21 PVC WATER MAIN
r`
- REMOVE EXISTING BO ASSY.
CONNECT TO 8" WATER MAIN
MATCH EXIST. ASPHALT GRAD'E 24.0t
50 TEMPORARY CONSTRUCTION El'lTRANCE
(SEE DETAIL)
1 \
300' \
DATE PRINTED
NOV 1 8 2013
40
REVISIONS
Description I By
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