20080282 Ver 1_401 Application_20080208

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PRE-CONSTRUCTION NOTIFICATION
MYRTLE LANDING
MULTI-FAMILY RESIDENTIAL DEVELOPMENT
MYRTLE GROVE ROAD
WILMINGTON, NEW HANOVER COUNTY, NORTH CAROLINA
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Pre-Construction Notification
Myrtle Landing
Multi-Family Residential Development
Myrtle Grove Road
Wilmington, New Hanover County, North Carolina
CLIENT
Ms. Susan Fritzen
Biltmark Builders, Inc.
PO Box 1229
1510 A South Third Street
Wilmington, North Carolina 28402
SUBMITTED BY
ECS Carolinas, LLP
7211 Ogden Business Park, Suite 201
Wilmington, North Carolina
PROJECT No. 22-13349A
January 11, 2008

fry E~ .
~~::;~~~~~ ECS CAROLINAS, LLP
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~,~.:~>: _ ~~,,~ .~ Geotechnical • Construction Materials • Environmental • Facilities
Ms. Kim Garvey
U.S. Army Corps of Engineers
Wilmington Regulatory Field Office
Post Office Box 1890
Wilmington, North Carolina 28402-1890
RE: Myrtle Landing
Multi-family Residential Development
7220 Carolina Beach Road
Wilmington, New Hanover County, North Carolina
ECS Carolinas, LLP Project No. 22-13349A
Dear Ms. Frye:
January 11, 2008
Please review the attached material for aPre-Construction Notification for the above-
mentioned property. The subject site is proposed for amulti-family development located
to the east of Carolina Beach Road in Wilmington, New Hanover County, North
Carolina. As shown online at the U.S. Environmental Protection Agency's (EPA),
Enviromapper website, the site is located in the Lower Cape Fear River Basin (HUC
Code 03030005). The multi-family development will involve the crossing of drainage
ditches/relatively permanent waters (RPW) for construction of a vehicle access and
emergency turn-around, and utility line connection to an adjacent property. The wetlands
and RPWs on the site drain into an unnamed tributary of the Intracoastal Waterway.
On the behalf of our client, Ms. Susan Fritzen of Biltmark Builders we are enclosing the
following materials for the Pre-Construction Notification of the Myrtle Landing
construction project:
' • Pre-Construction Notification application
• Property owner's signed letter of authorization for allowed site visits;
• Driving directions and map to the site;
• Map showing the location of the site (Figure 1), an aerial photograph of the site
(Figure 2), a USGS Quad map with site boundaries depicted and the coordinates
for the center of the site shown in deci-degrees (Figure 3), the New Hanover
' County Soil Survey map with the site depicted (Figure 4); the site plans showing
wetlands & RPWs (Figure 5); and erosion control detail sheet (Figure 6);
• Jurisdictional Determinations approved for the northern and southern project
' parcels; and
• Stormwater Permit

7211 Ogden Business Park • Suite 201 • Wilmington, NC 28411 • [phone] • Fax [phone] ° www.ecslimited.com
Asheville, NC • Charlotte, NC ~ Greensboro, NC • Greenville, SC • Raleigh, NC • Swansboro, NC * • Wilmington, NC
* testing services only

Pre-Construction NotiRcation January I1, 2008
' Myrtle Landing Multi family
Residential Development
Myrtle Grove Road
Wilmington, North Carolina
' ECS Carolinas, LLP. Project No. 22-13349E
Thank you in advance for your assistance with this project. If you have any questions or
' need additional information please contact Ms. Kristen Rose at [phone].
ECS Car~olinas.,--LLP
Knsten Rose Cheryl J. Moody, REM, CIEC, CMRS
' Project Wetland Scientist Principal Scientist
Enclosures:
A. Pre-Construction Notification application
' B. Property Owner's Letter of Authorization
C. Driving Directions to site
' D. Figures:
Figure 1. Location Map
Figure 2. Aerial Map
' Figure 3. USGS Topographic Map
Figure 4. Soils Map
Figure 5. Site Plans
' Figure 6. Erosion Control Details
E. Jurisdictional Determinations
F. Stormwater Permit

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JURISDICTIONAL REVIEW
MYRTLE LANDING
MULTI-FAMILY RESIDENTIAL DEVELOPMENT
MYRTLE GROVE ROAD
WILMINGTON, NEW HANOVER COUNTY, NORTH CAROLINA
ECS PROJECT N0.22-13349A
TABLE OF CONTENTS
• APPENDIX A -Pre-Construction Notification
• APPENDIX B -Property Owner's Letter of Authorization
• APPENDIX C -Driving Directions to the Site
• APPENDIX D- Figures
^ Figure 1. Location Map
^ Figure 2. Aerial Map
^ Figure 3. USGS Topographic Map
^ Figure 4. Soil Map
^ Figure 5. Site Plans
^ Figure 6. Erosion Control Detail Plan
• APPENDIX E- Signed Jurisdictional Determination
• APPENDIX F- Stormwater Permit

APPENDIX A
PRE-CONSTRUCTION NOTIFICATION

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Office Use Only: Form Version March OS
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. Processing
Check all of the approval(s) requested for this project:
® Section 404 Permit ^ Riparian or Watershed Buffer Rules
^ Section 10 Permit ^ Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ^ Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 29
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
' is not required, check here: ^
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ^
' S. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern see the to of a e 2 for further details check here: a
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II. Applicant Information
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1. Owner/Applicant Information
Name: Susan Fritzen Biltmark Builders Inc. ntra~-~~,°r.K ~~gT~~t~a`=~rN
Mailing Address: PO Box 1229
r Wilmington, North Carolina 28402-1229
Telephone Number: 910-251-5030 Fax Number: 910-251-9188
E-mail Address: s.fritzen(a~biltmark.com
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Kristen Rose, Wetland Scientist
Company Affiliation: ECS Carolinas LLP
Mailing Address: 7211 Ogden Business Park, Suite 201
Wilmington, North Carolina 28411
Telephone Number: 910-686-9114 Fax Number: 910-686-9666
E-mail Address: KRose(cr~,ecslimited.com
Page 5 of 13

' III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
' landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps maybe included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of ro'ect: M le Landin
r~
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): R08200-002-010-000 & R08200-002-059-000
4. Location
' County: New Hanover Nearest Town: Wilmington
Subdivision name (include phase/lot number): Myrtle Landing
Directions to site (include road numbers/names, landmarks, etc.): South US 421/Carolina
Beach Road to 7220 Carolina Beach Road. See attached driving directions
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
' separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 34.0853327 °N -77.895798 °W
6. Property size (acres): 56.60 acres
7. Name of nearest receiving body of water: Unnamed tributary to the Intracoastal Waterway
8. River Basin: Lower Cape Fear River Basin 03030005
(Note -this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The northern portion of the site is cleared with roads
roughed-in for the multifamily development The southern portion of the site contains
forested land with drainage ditches and scattered wetlands Narrow swaths of forest have
been cut to ease access to the southern portion of the site The surrounding area is
predominantly residential.
Page 6 of 13

10. Describe the overall project in detail, including the type of equipment to be used:-
The project will consist of multifamily residential units with associated roads, utilities,
stormwater infrastructure, and recreational/open space. The cleared upland will be used for
the development, while the majority of the forest and wetlands will remain undisturbed. The
project will involve an access and emergency vehicle turn-around into the forested area to the
south of the residential development impacting a drainage ditch. The project will also involve
crossing a drainage ditch with utility lines to provide utilities to an adjacent property owner.
Standard excavating equipment will be used for the project.
11. Explain the purpose of the proposed work: The purpose of the project is to provide
multifamily housing in this growing area of Wilmington. The purpose of the turn-around is
to provide future access to a small parcel on the southern portion of the property, and an
emergency vehicle turn-around. The size of the turn-around was dictated by New Hanover
County in order to accommodate emergency vehicles including a fire truck, if necessary. The
purpose of the utility line crossing_is to provide utilities to an adjacent property owner.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
US Army Corps of Engineers signed wetland survey for northern parcel. See attached.
US Army Corps of Engineers signed Jurisdictional Determination for southern parcel Action ID
#2007-572-065. See attached.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
This project stands alone and will not require further development beyond what is described in
this application.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
1 wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)

Page 7 of 13

t
' should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
' wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
Provide a written description of the proposed impacts: The proposed impact Number 1
will involve tem orarily crossing a drainage with utility lines to provide utilities to an
adiacent property owner. A trench will be excavated and utility lines will be buried within a
40 foot risht-of-way. The disturbed area will be restored to its on final grade and will be
seeded and mulched. The proposed impact Number 2 will involve crossing aman-made ditch
(Relatively Permanent Water) in order to construct aturn-around Impacts to the ditch are
necessary for a future access to a small portion of the southern parcel and an emergency
turn-around in order to accommodate a fire truck. The culvert will be a Class III RCP
approximately 30 inches wide, and will be buried 6 inches to maintain the natural channel
bottom. The paved turn-around will be installed on top of the culvert with side slopes of 3.1
All disturbed areas will be seeded and mulched after construction is complete All other
ditches and associated wetlands on the project site have been avoided durins design
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
(yes/no Distance to
Nearest
Stream
linear feet) Area of
Impact
(acres)
Impact Area #1 Temporary dredge/fill Open drainage ditch no 5000 feet .O1 acres
Impact Area #2 Culvert installation/fill Open drainage ditch no 5000 feet .03 acres

Total Wetland Impact (acres) .04 acres
3. List the total acreage (estimated) of all existing wetlands on the property: 14 acres
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multiply length X width, then divide by 43,560.
Page 8 of 13

Stream Impact
Number
indicate on ma
Stream Name
Type of Impact
Perennial or
Intermittent? Average
Stream Width
Before Im act Impact
Length
(linear feet Area of
Impact
acres)
N/A

Total Stream Impact (by length and acreage)
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill. excavation_ dred~in~_ floodin~_ draina~e_ hulkheads_ etc_
Open Water Impact

Site Number
indicate on ma)
Name of Waterbody

(if applicable)

Type of Impact Type of Waterbody

(lake, pond, estuary, sound, bay,
ocean, etc. Area of

Impact
(acres
N/A

Total Open Water Impact (acres)
6. List the cumulative impact to all Waters of the U.S. resulting from the nroiect:
Stream Im act (acres):
Wetland Impact (acres): .04 acres
Open Water Impact (acres):
Total Impact to Waters of the U.S. (acres) .04 acres
Total Stream Impact (linear feet):
7. Isolated Waters
Do any isolated waters exist on the property? ^ Yes ®No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
' Pond to be created in (check all that apply): ^ uplands ^ stream ^ wetlands
Page 9 of 13

' Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:
' VII. Impact Justification (Avoidance and Minimization)
' Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts. The turn-around has been sited
to avoid impacts to the greatest extent possible. As required by New Hanover County, it will
provide aturn-around for emergency vehicles. It will also serve to provide access to a small lot
on the southern parcel which could be occupied by asingle-family structure. The turn-around is
located in the only area bordering the proposed residential development that does not contain
extensive wetlands. The size of the turn-around was minimized but is required to accommodate a
' fire truck. The remaining forested land containing wetlands and ditches (Relatively Permanent
Waters) will remain undisturbed. The multifamily development has been primarily located on the
cleared upland parcel, with only minor drama~e ditch impacts necessary for the turn-around
construction and extension of utility lines to an adjoining_,property. The installation of a culvert
in the ditch will maintain hydrology in the drainage ditch. The wetland impacts proposed will be
temporary. During construction, the disturbed areas will be protected with check dams and silt
' fence and will be seeded and mulched as soon as construction is complete. Erosion control
measures will not be removed until vegetation is established. Erosion control details are shown
on Sheet 15.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that maybe appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
Page 10 of 13

' aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o. enr.state.nc.us/ncwetlands/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Mitigation is not required for this project. However, a 10 acre portion of the wooded parcel
with associated wetlands and ditches will be protected in perpetuity by an easement and will
bepart of New Hanover County's "Conservation Overlay District".
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
t that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
' Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
' Amount ofNon-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (required by DWQ)
' 1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ^ No
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
' Yes ^ No ^
1
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3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ^ No ^
Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ^ No
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impact
(s uare feet) Multiplier Required
Mitigation
1 3 (2 for Catawba)
2 1.5
Total
tone i extends out su reet perpendicular from the top of the near bank of channel; Zone 2 extends an
additiona120 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration /Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
' within 15A NCAC 2B .0242 or .0244, or .0260.
' XI. Stormwater re uired b DW
( q Y Q)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. A copy of Stormwater Permit No. SW8 001230
is attached.
XII. Sewage Disposal (required by DWQ)
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' 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 will be disposed of via a municipal sewer forcement installed in an adjacent right-of--
' way.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ^ No
' Is this an after-the-fact permit application? Yes ^ No
' XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
' development, which could impact nearby downstream water quality? Yes ^ No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
The completion of this project is not anticipated to result in additional development in the area.
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
' Threatened Species, accessibility problems, or other issues outside of the applicant's control).
~/ ~ ~ ~4g
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 13 of 13

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APPENDIX B
OWNER AUTHORIZATION

' Ms. Jennifer Frye, Project Manager
Wilmington Regulatory Field Office
' U.S. Army Corps of Engineers
Post Office Box 1890
Wilmington, North Carolina 28402-1890
Reference: Site Access Authorization from Ms. Susan Fritzen
Myrtle Landing Permitting
' Wilmington, New Hanover County North Carolina
Dear Ms. Frye:
December 17, 2007
' As the property owner, I am hereby authorizing you and/or other employees of the U.S. Army
Corps of Engineers (USAGE), Wilmington Regulatory Field Office and the North Carolina
Department of Environmental and Natural Resources Division of Water Quality (NC DENR
' DWQ) to enter and inspect the above-referenced project site as necessary. I understand that this
site inspection will result in determination of the jurisdictional status of the property's
wetlands/surface waters under the USACE/NC DWQ's Section 404/401 Regulatory Program.
~ Please contact me if you need additional information.
~% ~
L--~~ "'(Owner Signature) (Print Name) (Date)
' /.~~~ ~ ~u~:,~t'h `~Yi.r~~' ,s T (Phone No.)
i svt ~ ..~{ ~.~.
~ ~- yG Z
(Address)

APPENDIX C
DRIVING DIRECTIONS

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Driving Directions from 69 Darlington Ave, Wilmington, NC to 7220 Carolina Beach Rd,... Page 1 of 2

Start. 69 Darlington Ave
Wilmington, NC 28403-1343, US
End: 722t? Carolina Beach fitd
Wilmington, NC 28412-3208, US
Notes:
Only text visible within note field will print.
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~t't79~Q¢,~5, SIL'Rn~tllClr~Ll.
.P: ,, ~ :.
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~ +_
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Directions Distance
Total Est. Time: 19 minutes Totaf Est. Distance: 12.45 miles
is Start out going NORTH on DARLINGTON AVE toward US-17 BR / 0.1 miles
MARKET ST.
,r~~``~, 2: Turn RIGHT onto MARKET ST / US-17 BR. 0.7 miles
/~,,~ 3: Turn RIGHT onto S KERR AVE. 1.9 miles
4: Turn LEFT onto WRIGHTSVILLE AVE.
~ <0.1 miles
~w~H 5: Turn RIGHT onto S COLLEGE RD / US-117 S / NC-132 S. Continue to 5.1 miles
l~~ follow S COLLEGE RD / NC-132 S.
~wr 6: Stay STRAIGHT to go onto US-421 S /CAROLINA BEACH RD.
4'r f 4.3 miles
~~ 7: End at 7220 Carolina Beach Rd
~iY~ Wilmington, NC 28412-3208, US
Total Est, Time: 19 minutes Tota! Esl•. Distance: 12.45 miles

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APPENDIX D
FIGURES

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~ 1.0 km end Raq:leF t +
0.5 mi crLr fr
Scale: As Shown
FIGURE 1: SITE LOCATION MAP
Source: Yahoo Maps at Yahoo.com, accessed a~ August 27, 2007.
tN
Wetland Permitting
7220 Carolina Beach Road
Wilmington, North Carolina
ECS Project No. 22-13349A
~~~ December 2007
s.,
~~IP~O ~0 B~iG~~

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Source: New Hanover County Online GIS Mapping, accessed on August 27, 2007.
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Wetland Permitting
7220 Carolina Beach Road ECS Project No. 22-13349A
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Wilmington, North Carolina _ DecemUer 2007
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Wetland Permitting
7220 Carolina Beach Road
Wilmington, North Carolina
ECS Project No. 22-13349A
December 2007
Approximate Scale: 1"=z4,ooo° FIGURE 3: USGS TOPOGRAPHIC MAP N
Source: USGS Carolina Beach, North Carolina Quadrangle, 1970

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Wetland Permitting
7220 Carolina Beach Road
Wilmington, North Carolina
ECS Project No. 22-13349A
December 2007
Approximate Scale: lin. = 1,320 ft. FIGU~ ~: S~jLS MAP ~T
Source: Soil Survey of New Hanover County, North Carolina, ] 977. 1

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SCD tre ,ETAn:E ACCVMVLAlION. WOVEN EX2LSIOR OR SSRAW 4tFti1NG.
2 VECx tai SWA Eti 1
Nt~NG i0 SEEDING ~ FOLLOW MANUFRCNRERS INSiRUCOCNS SNtiN
T
'
57~ED1- E IR 1EDx
iEl. '.0 CO;.!PLER^N. aS
ALNA
G iEMPOpAAY IJNEF.
3. iNE 7EMPOft0.RY LINER `4XA L P,E PIAC'0 ON rHf
90 ~ M AN UP THE 9DE& PES TO iNF SPECIFIES
-
' yC-~7~ATED SW

LOn
DEPIH~ MU
L N AC ORDING TO $EEUING
SGiEOULE ABOIL THAT SE'h'41T. AI.E

WTTO B7ALE
~`-kl6ER 6'NUCT UgE W/GARS (t' OPL'xNS lAA4i RACK)--~
1
_
-
- -_
-
OYEAF OV4 1
L Cp EL
/ t
_ -
~=
WER HEIOI7\ ~ D _
I =
~
\\'
Vf R OPENING AE R`-B^R. d' 0 C
T
q R NVPRi_ E ~
I 4 SCN <C PVC :NTH
46 CEC BEnD C4PVE0
i-- K001 --r{ W¶a ODPoLLED NE CAP
0 OFtiFICE EL
13'(ua) ~-~
,' \ ,~-,-=~i --
I OUTLET ( _ I I _"I'
I BARREL OUTLET
M ~ I CU?LET BARREL B.4AREL
~ _- !N4ER1
FRe"T ~~p~ --
CONSTRUCTED WETLAND OUTLET STRUCTURE
N07 T090ALE
nG1;c
1. 1EMPORANY PUMP W:LI BE PROVIDED
i0 DRAIN PONO/FOREBAY FOR RWTINE
MAINTENANCE OA a AN EMERGENCY
2. W NOT PLaNi PLaNi WERANO
YEGEi4RON W1MIN 10' DF THE CURE?
srsucn;RE
3. CDNTRAC pi $IIALL E%CAVAT;.
vECETAIEp SHELF A$ M1ECESS4RY TO
PROwnE ADEaA-E GIEARANtE FOR
ORIFlCE DPENMC
/Y PMNfi
~6 1 ,.
1' ReM~
~.~ ,~ 9 1~ IA' RApN6
1CUA61NG __~
\\~\ V' DETAIL
\ I 3' S°' KGETA7IVE FlLTFR
\\\.. M ~'. (SEE ~;E7Alt)
~lL:
CUA6
,1~LIh~"~ -.
.~_ 4" - N0. 57 WaSh'ED SCONE
\ VNM NONWOVEN CCOIExTLLE
,1~N~ UNOEANE4IH
H~
THE PREFORMED 'CWR HOLE ANO lE`IF1
SPREADER APRON 11L5( 6E ME iALLCD Irv
PIPE OR DITCH IXIt ET nut lsN p LND51UR6EU N.NRAL 50'..
FROM AMP LOS SOT qu
( ~. THE OU?ER W OF THE LEVEL $f-READER
A :( A FLUSOH"~N NARIAP'.SGRWENCLFV',L AHO
-; 4' (IAN) ,
3. PERMANENT PJAF RDNTORCEMENT MATTING
SHALL BE IN$LAlLEO UNDER TIE CVtIRE IEVEI.
SFREADER APgCN.
$OVARE PREFORMED
ECWR HOLE (PSH) ~ 4 1HE LEVEL SPREADER APRdV ! PiAM SHALT.
Bc V.CEUIED (ER SEEDING SCHEDULE) AE
INSTALLA!ION
I ~ - 5. fHE w H Gi THE LEVEL SPREADER APRUN
L. SHAT BL d (M NJ 11N -HE c1AN0AR0 W1CiH
b PIE P?qM
PLAN VI W 'PERMANENT NRF
REINiORCFMENi
1 M4r1 NG (PTRLI)
_ SWARF PREFORMED
L a~ SCOUR HOLE (P511)
_ NASILRgl_ i UFPTH - 7 ~~-(P?RM)
GROUND - '- I. _._ _ _ _
A 1 x-- 4 s - r, ,-
LINER:ClA55 B RIPRAP
t' THICK niN FIL[FgJ w\' I /
FABRIC RICK
SECTION A-A
PREFORMED 5000R HOLE WiTH LEVEL SPREADER APRON
NuTroscA>E
D4ERFLpw smucruRE 6
(sEE O6rpa) soc THE msDE SLGPE DF 1xE
T ~ DFOANKMENi YCt;_Fi4S PI]d4aING
3 3 Pce2116V5 OF THE EMBANMG4i PER
SEDIn'G $CNECULE IMMFfxA1ELY UPOV
J 1 1 CIMl2LETON OF CONgiRUCP.ON
~/
I ----_ _~_°~ ~~ RAP OOSX 'i PREFORMED SCOUR
`-~--__- -___- I HOLE & LEVEL
SPREADER (SEE
OETAaS)
CONSTRUCTED WETLAND EMBANKIu~M SECTION
NDT T09:PLE
3 FOP OF OA1d
~ 1
CONCRETE LEVEL SPREADER DETAIL /
... it GTH --~ WLI N'AY NV_
CL4S5 B fiIP_RAP-/
ru7mscA1F p
SECTION
_.._ EMERGENCY SPILLWAY
_
._
VWAn wrSWq sw IATTO=_
~~~ Ne
RD9K CHECi( DAN1
NOT i0 SCALE
C _ ... °+~~`.uaauw.mn
4a~wa _
R>n ~ .x~ e.~..,.,,a~.,~'
RIP RAP APRON FTS
NOT TO SCALE
nrvAAr OAN.ET pROTF! iION
uTnnr LENmx Rn a
ii-
r rlwn
wnu - Rn I Tn ±
cLUS 4
nx.
F
~Y EIUB
<rhm F1 5 1 CDUb 1
Cdwnb 9 N GhgB I6
gxeRYd li CNUfl I9
-r-~~~~uEUlsrto; iirtn.'.'.'.
g. ...'.
- 50 M&)--
FRON ipA OF B4HB ~.
[1lFF ~ r
.. n4. rEarAlw rxreR sN+u m A Nxuwx a w' Lnw NasvRm
aRP6xpxwR rRpx TME Lw w IxE uv<1 s=REApm ro n¢ Ire
twr. 9Axx CP M fiRJNIG SpKdN lR NERArp.
VLA lC0 L F g LL B 5 p[ A3 wE NTfA SplpApu4
Kpt { 0 W4eU
F SL E ' tlE [JiF iE pUN 5
. E ~i~E 0.td m N AL vp SiUAma uOCE!Ancx r
S. IF xANR 4£? Ox K x01 St.IiA&E Yc2in2 ih
5[[91NC %dIL„ rtwEDIaRLY URY COKiRULnON
Dn51GNP96 [S.ANCFATIFIGTION:
9wesyxmaynMa pnnasempmynanamum«nlln+klmm Newnurkn
Comely Oidiumm»15w WarcrOvNp,MuwM"
Mpmwve
Mnk4Kame miTld .rnAAexee. PE.°e++lRemim
~ II
I, eAplium°nnwe'ua pgnaa
1'0.01'FATYOWNLA C9R4TFICA71ON;
'11we11NNSrm y6NX11..efim leRluwo,ryvn.namwe 1
m+Lpa•Awnil~mcalNCNrxx plWaymdpNlapan
1 ~6 F+~°I. °mNnatm m s,~apppMn
valtep>,mwdae„nm„Nxw41Nw1pn'R4 pwae.IBllom,Aem~,pdwMd
NmilmSaCawly, McSNMd N°MCrm1W mL6Nhimlgv~MaMILL g4nix
srl~,enemv, I^.NmnMCwPI>n A,dNx.em1 Mx1 vW1(uAmp;.ymmyMew.
mNelupla~ad gmEanaMmevlmeia WOrympma4NSpB141 Pw'~ wilinaettbepw
trsekr0¢mp~nWbiLiiwifl~wt M/r/Rtl~nAm e~etlypvlknci New,H/mrrreCnuluy.'
Slplwure %/1' " v ' 1 //
Prllltm NavxeMTine bL~k~ ~iu-ter- '
~ w S MYRTLE LANDING ~.~ ~ SCALE
-- ~~IC[M~CREED vB~ruRES uc PRa , xeo- cG-sot
__ = ~ ~ MYRTLE pp/~~yy ~I3/L~ New Hanover County, NC DRANK NpHI2pnAL
.. - 0255031 243 NurtN Franl SIreM PO OVA IIiJ pEAO'® g~µ xrs ~
-- P "*n'I°°~'~ "°''" rePYH^° 2Bd0' WILMINGTON, NORTH CAROLINA GRADING, DRAINAGE AND ;"~`° ~' ~"`"' ~ 15
2~~ Pnm.: (91G)Dd3-loge .Fox: (vp)2s-ezet ~u ntf11I~ C~ W~`ryi~n/~ Rpd um
'h7IDC°`" AYwvxal mpmeeBl rfl. ~t)N~ZVI-VWy Aµ w
r~wx
"ID EROSION CONTROL DETAILS 6TAn51
.w,m°A:eNreaoNR
ISSUED fOR PERMITTING G
Cal mucted W etland

01Akt Shucture Al Y7 M3 4M RS
Riser BGxs@a Ax 4x4 5x5 4x4 4x4 5x6
OutletBermlaka in 18 18x2 1B 18 18x2
OuRm BerrN kSeR R 13.3 13.9 14.1 14.3 14
8
Or~peO aNe {n 1.5 2 1.8 116 ,
2
Onace Ekvatkn R
WeaO ni Wgtl1 n 73.3
15 13.9
39 14.1
21 14.3
25 14.6
42
ek0 1 6 T 6 6 T
WeAO Meat fl 13,8 14.4 14.6 14.8 15A
OmrAmvRo Ekv. A 15.35 16.9 16.05 16.3 16.95

E1re en 6 IwB
s aN, Len R
~ 15 20 20 20 24
8
Ekvadwl 15.55 18.05 1625 16.5 17
1
o MDem Ekv i6b 171 17.4 17.fi .
16.3

~'-al auE p„q
C-0D=9 SEwnx
+°fliwa 1rRmLa
PLAx fa1V
TEMPORARY DIVERSION DITCH
NDT i06CALE
Tempo s D iversion Ditdl C alcul atlons
pnrr'

"~' IEMmx Nan L
px
Mnwtlpx
nFZ
4191E
wu Ir
u. ?B'
p~ ow fM
Neew madYp
Darren

IW t
iDD]
n9
311
26 151
f0 1 .I
tp30
1$ 1
i.m unxR
GAA$ D,p35 sAnrc
1N pump
5 P1gNmp
6

TDD3
raa 5.1 030 Qm O.a GRASS 0.015 x1ll D 1

iDOd
183 15 Ii6 am nu p.a GRaea pas dN D i

1005
15 d 166 0.b 011 O.m S 0,(m 1Y 0 1
_
TDD6 2 166 11.0 0.10 O.IA LAS OR449 0096 131 p

mDi IN b 15.5 050 0.35 1 094 4R49S 0.015 3 0

-TOO! ae _ n tts
~i
6 i~o I$ ora caass D.ax ne 1 x

TpD9 170
3m 6
id9
t 0.10 pAl O.N fAAS3 0$5 311 0 1-

COD l0 o IAA tip pAp 011 1 3iA5S 4a5 660 1 x

TOD I1 152 1G 1d.3 tip 1.12 091 m4PSS 0996 --170 i x

1 I] •
16 tp 43
i6 141 tip a25 aH~- aRAS,S 0.pM 601 1 2

1001
109
96 N1 OAp
apD 0.6?
Ado p$ I
0.81 CAP.^S D.mS
GPA53 DpiS 353
d 0 1

?DON
133 I
I6 112
0.q
pY
pR
GRIgS 0.615 B5
111 0
0 1
10015
100 151 1d1 tAt 0.10 001 psi mtA6S O.mS 5031 0 1
tp
10D 11 11f f5 11,i 035 016 023 C RASS 0.08 1]® p
1
TDD 16 SI
178 1fi id.t
11
m 0,15 p$ pa X96 ~ ,~ O I
1UDI9 %l .
N.I
1 p~ 031 9N f Ra65 p.Ok B91 0

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1ao R
n
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a .
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~ s

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1a3
110
_15 11
11 11 016
tm 0.70
ax Am G
L.1B m RASS D.mS
uss ppu 6rR
>re
- 0
1
z

TDOxS
471 3
4 0.m pap x.p] G RlS3 0.WS 511 D 1

7DO2A
dm 1
.6 ta]
15 ' N{ 1.m 0.p 033 G R0.RC, Om9 1B0 1 2

TOOT!
IDDx9
m)
515
"&fi 164
16 ilA 0.60
1090 0.13
iq 13.71 G
111 G RASa Om6
RABS 0.[m 1511
102 p
5 i
6

10010
III
111 LAO p~ I,M G RAS6 apm i1B 1 2

imm
Im 179
1s1 a OAp 035 pm m RA9S 0.(m 591 p 1

ND91
tOD3x
1m
11B
16 fa
12 p ]1p
1.00 xa
1$ pa %4
Dm G cAgq nms
RASS 0.1m ps
Im i
I z
2
pa aR aix tl +ASS Oros xro 2 3
LELEL SPREADER
CHANNEL MAY E%TEND
ON FINER CR &liH
SIDES OF INE P$H

N9iES
I~ I r ~ ~~d
S~ddA4B°~v55AtM1Sa ,&R~°'^ ~+ ~ ~1.~:
"i19Ap°.dFS:J~"W'.Yd1hR°~ ••"~~ • r am ~ r..
"6'Mr$'.~'w~xg.w11s.m~wnvn wwu
•~N1s/ni11 ~' ~Sm'
a
Dc calms r m wRa AuLRRAr pRESw
Snnl OR apWFq Wrx01ID mlwi
SYNTHETIC EROSION CONTROL MATTING DETAIL
Nar To SCALE
A
8 467A STONE
OR CLA65 B PoP-RAP 0'
~y57 S70NE SPILLWAY
2
2 MIN
OMPACTE
18" ______ GRACE
SiEFP vUF ~ -
SLAPF
/2:1 SLOPE (MAk~
TEMPORARY PEI~METER DACE
NOT Tp SCALE
Temporary Perimeter Dike Calculations

Pem01Xe
LEM7M
NGN
LOW
F1P/4iIQV
9L0^E 'VELptli3'
AW^pxl iEMPo.PRRYR
ONECx DAM OG(CNEC
NLtlBER NpdM9
NUM1IBd
NlJlpeq FTI IFO aiF, i11 n LINING
A ~AtlxO
REOIxRFp
PIAYIpFD
1Po1 700 1990 16.50) 13Qr 1.m 1,n GW,4p apm Ia 1 tl
1 ~;
_ i
_ Row _ _
I- -I
A L ~`F
UNDISNRAEO
s cgpuxa eDTTDM
SUMP BOTTOM pL14N
W
xL-l - iZ'
W
SECTONA.A
FILTER CHECK DAM DESIGN
NCT TC SCALE
xmES:
1. FILTER CHECK OpM WILL BE CONSTRUCTED FIRST, SUMP SECONDLY.
Z. FILTER CHECK DRM HEIGHT TD BOTTOM OF SPILLWAY, WILL BE NO LESS THAN 2 f00T.
3. SPILLWAY DEPTH SHALL DE 1 F00T.
4. EATER STONE FACE SHOULD BE NO LESS THAN 6 INCHES MEASURED PERPENDICULARLY
S. DEPTH SEDIMENT R7 SUMP N1LL BEOgiECKED AFTER EA171 SiOflM. SEDIMENT WLL BE
REMOVED FROM fiF3AND mE ~DIMENT TRAP AND BLOCK AND GRAVI:7 INLET PROTECTION
DENCE, WHEN STgtpCE CAPACItt HAS BEEN APPROXIMATELY 508 FlLLEO. THE SEDIMENT
BASIN M7LL BE CLEANED OUT WHEN THE LEVEL OF $EDIMENt REACHES Z FEET BELOW THE
TOP OF THE RISER. GRAVEL NaLL BE CLEANED OR gEPLACED WHEN THE SEDIMENT POOL
NO LONGER DRAINS PROPERLY.
6, ftEMOVAI OF FlL1EA CHECK DAM WILL BE GONE IN SUCH A WAY AS TO LIMIT SILTATION,
- ENSIdRE INR ME SPREADER U° 15 iNSTALIEC Ai 05
CgppC (LEVEL) FOR UN60RM `SREAp NC OF S10RM
RUNOFF.
2. CONSTRUCT THE LEltil SPPEADEFi ON UNDISTGABF.O
SCII (401 ON FRL7
3. $Ei THE LIP Cf THE LEVEL S°Ed:ADER 1-3" ABOVE
01E DOWn'SIgCAAI WASHfD STONE TO aVOip BLOCI(AGE.
4. iNE 0.1RBiXGAEEVEI. SPREApEA SHALL DE
C(INSTRUC1p ON 2' (MIMMUM) CF GRAVEL BaL~.
5. GRADE ixE BEVEL $PgEADEq CHANNEL TC FCRCE ALL
RUNOFF OVW P9E IEVEI SF'REApER UP; Txl6 MAY
P80NgE BERMING OF THE SIDES AND REAR OF ME
,tVEL ~AF.ApEA 57fANNEL.
° ALL RJNOFF MUST FLOW OVER 7f1F. LEVEL SPREMER
IP piREC AY i0 A 60 VEGETATED FILLER.
1 l4GETA?C 1HE LEVEL 6PgEADEP CHANNEL PER 1NE
SEEDING SCHEOVIE 1NMIgAtEIY UPON L'OMF E1xW of
CONSTRUCTION
8. 'HE LEVEL SPREADER Ci1.4NNEL SHALL BE CONNECTED
70 fHl PREFORMCD S(UUR HOLE NA A ;.EYEI,
RIP PAP LINEf3, 4.5 LOND SHELF.
9. THE IEkL SPREADER/CHANNEL 9i0UlD FOLLOW THE
CONiOJR a NAiUNAt GROUND _ 1i NAY OE EITHER
CURI!EO OA $7RAIGNi,
CONCRETE CURBING AND 1
LEVEL $PREApER LIP
(OR GRADE - IEVAI ~`
1 _~ ):
/ ~1~ I '.
i -~ ~ I -dam
pp22aa I e' !1N ~I' I MO,
Mx {L( SCE F11 - v~:~' ; ~~
~ i
I~ a
S'-N0. 5]
WASHED STONE
PALNNFN
~~
,~ a
LEVEL SPREADER CHANNEL
VECE10.1E ENTIRE CHANNEL
INSTALL IELS LIN
ER LE1BL SPREADER UP
(iCp OF G1AmNC)
T
-Lli /
I. 11 ~ ~ $
_. _... rA: V. u4
y
A
O
U
0
.~
0
W
rrDA
~1

TEMPORARY__SEDIMENT ,~=_~-----=----~
BASIN ~1 ,~a~/" 11(
POND OUREi SIRUC7URE ~/~~ P 6EGEfAn:O
FLIER
/
~/
~ ~
,,,[[r.../ .~
° PAEFORMEO SCOURHCLE ANO 1
•°'° °° ~ LEVEL 9'REMER APRON '
' III ~
A.A /•° I
BAfflE~ R %v v,~•• I~, 4 ///~
fORFAAY / % /° °° ~. ~ , I ~ .Y
~ ° BDTia FIEYAna.- 12.8 Ff 1 ~~ / ~.
~ ~ ~ 10P Oi BERM ELEVAna . I6.b Fi
A/~ r ° BRAXdAGE MG =141,113 Sf /~
/ ~ 324 ACRES ~
I °l .°.
I II I. b°% ~ I
f 1I ~ I °
,:POOH
~r
~ ~ Cabana ~ ~
I ~~
1 SC t" ;' 40'
TEMPORARY SEDIMENT BASIN ~2
... __.... P96CRMEO ScouRNOCE AND 50 tiECETAt1D _ ,
,~}=,~ ~ Y... 3C:_CONCR[iE thftSPREADER. - ~ .- ...+_-.
s~'y ~~ ~- FOREBAY ~ ~_ POND CURI.Ei SIRUCNRE ~~/ / ® 7
/ ~ ~p~ ~.
J - ~ - ~ ~7-ter ~.~
/./4~ I ~
~~ ~~ I~~ ~ °..°°...... _ ° .....___. •°.' ~ ~ °. ~6 ~ _
°,°,° f
~'BOTia ElflAna,: f3} F1 G
' RIP; CF BERN EfEVAna ~ 17.2'Fi
tlRAINAGE
TEtvfP4f~ARY SE
D~MENT BASIN ~4 ~-
D
1\ '1 -

I Ff l , ,,.
eoi'mN EEevAnpx . i3s Fi
iaP a 9ERH ELEVAnON , n.s Pr
oRAyucE AREA = n},eel sF
~ .2.64 AONES
.,
h f

v
~ °
~ / wLG~
\ ~ /LC6. .. ..103'
4~ ,

~ .
PREFORMED SCCURNO~E ANO
`~~S LEVEL SPAEACER APRON
POND d11LEi SiAUCNRE- ~
- -~
iC , 50' YEGETAIED
~
ti ~' IOC' FlIIER
8'2G 58"E -
SCALE: 1" = 40'
ORfFTCE
BASTNk DIA M
758#1 p,p
T56 #2 2.5
TS8 q3 2.0
TSBik 2.0
TSBA5 2.5

t SC' VEGETAlEO
FlLiEA
t~ .
SCALE, 1'' = 40'
AREA - 228,407 SF I r / & Pmc~erveaa:a6um MP~g,yN ,~__
5.24 ACRES •~~ ~o° BeHmn Surfae
:° I i '~ ENO VIEW FRONT VIEW ~ ~~
' } t ~(/ fp6re8A4e 9dlemefcdaegmm6,, hom Pann6yNeda Erwian ena Se&mentPdpbgi CaNd Manual,
;BAFF[E ~v ~ MerN, 1000.
I. OftF1CE 511E5 ARE FOR kiE FMROLORI 610MMER, IF
A t AnO1NER R'PE OF SRNUIER S CSEL THE OENCE MUST ND
8E ABLE IO OFAW 1HE BAS! MMIN 24 - 72 HOl7t6
SCALE: i" = 40' 1. coNS1M~e rNE PDNe Am ounEi siRRCmRE PER
SKIMMER DETAIL ,HE wF,l°N° DEi~~ ~ sNEE11E.
®/'~ TEMP~RARYSEDIM~NT$ASIN ~ NOT TOSCA~E 2. ai1AC~,HESNIUUERrDn;ELawFLan~aRlEi~PIPE
ENnrour bs DED REND).
i POAEBAY lOP OF DAM 1 SRIIdER AND CaP1Eff SINE ILOW~tlow DPoFICE AS
® F ~ SMOOTH WALL '''
BAFFLES (3) HOPE RISER (B' MIN WIDTH) PER nlE WETLAND DEiuiS aN 91EEi B.
- SKIMMER
' M1. PRgR i0 REMOVAL OF 1NE SHIMMER ALL ffUINEN7
..o 1. >/
25:1 SLOPES WATER lE4EL (SEE DETAILi EMERGENCY MusT RE REM9VED FRa iN[ 8A9N qND >NE POND
° °•,•° l Bona ¢tvAnoN ` u.e-Fi ~ DURING STORM SPILLWAY
HAV. BE RESTORED SO 1NE DESICA COND!1bN
TW Q BEAN 4EVA7gN'..fl,4iT \~`
•vV, -.~. __._._._._. ---.________-___ L - - RPEOFIED ON AH PCNC DETAIL SNEEIS.
_ ORNNACE AREA w'134,2185f ~ ._._.-._.. .__._
~'~ RIP RIP OUTLET
2 5: 1 $ OPEJ PROTECTION S URECi All RI~DEF f0 THE FDRFBAY OF MC PoNO IN
BAFFlE 3.08 ACRES - '_" ~ ANON-ER(51w MANNER.
' f 'r ~~5~ ~ EEt i.~s~ ~~'~ OUnEi '~~ EARTH DAM (5T'E OETAIC
I ~ - ~ STAKE -,M1H MARKER AT _ - {ELL .~~. 20 E 15X -- ~~ , 6. SE-INEN7 NIISi BE RCNOIfO VMEN CR BEFORC THE
Pao WRFi SEDIMENT CLEAN OUT t 7~ l~1TF ~ I PERMANENT POOL DEPM REACHES I OE90N OEPM
smRCnxlE I ~d DEP1H ~ ~- ~ ~_ -I l = -~ "-
,1~ IN iNE FOREBAY
' ° ~ II ;. SEDIMENT // ,.'~~SPa
- JJ."."J. ( °~• STORAGE 6" MIN INVERT ELEVATION / OUTLET BARREL Pao naz~mr
~~ `vv.o ,°:~~' •• f- ~ SMOOM WALL HDPE
I lull • °". ~•~~ ~°• ` i~ °; ~° ~ CONCRETE BASE
I ~~ ~ ° °,~~ }r ~ °.L°.'a".^. III N~T~S' NOTE "ONT'
I ° ® W
oc. ~ B Lao. --' I I ~ ~I 1, BAFFLE MATERIAL SHALL BE MATERIALS SUCH AS 700 3. LOCATE THE EMERGENCY SPILLWAY aN NATURAL SOILS. -°-j1 13 TOP CE DAM
~IA~I Roma /t~' ~ ~'~.~ - ~ G~M COIR EROSION BLANKET, GOIR MESH, OR TREE AWID PLACING IT 1HROUGH FlU MATERIAL VNiERE4ER SPILLWAI' SVIUTN ~ SPILLWAY EIEV,
~/ ~~~wsEFOw+m SCIXIRHDLE ~ ~ ~ :.~ L~ ~R~ETECBON FENCE FOLDED 04ER TO REDUCE PORE POSSIBLE. ~ .
~„.s, lEVE1 SPREADER AP / ~ x.~ ~ -
sa ~2csra>t0 '~J ti ~ ~ l` 4. All RUNOFF MUST DISCHARGE TO THE INLET SIDE OF .r
f ~~ g~ j 10°` - ~~ ~ T~®L I ~` I 2. 7NE BAFFLE MATERIAL NEEDS TO BE SECURED AT THE THE BARN DISCHN2GE RUNOFF INTO THE BASIN IN A CLASS BSTONE ~~~ELWAY SECTION
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APPENDIX E
SIGNED JURISDICTIONAL DETERMINATION

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U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2007-00572 County: New Hanover U.S.G.S. Quad: Carolina Beach
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner/Agent: Biltmark Builders. Inc.
Address: Attn: Ms. Susan Fritzen
1510 A South Third Street
Wilmington, NC 28402
Telephone No.:
Property description:
Size (acres) apex. 30 Nearest Town Wilmington
Nearest Waterway UTs to Lords Creek and AIWW River Basin Cape Fear
USGS HUC 03030005 and 03030001 Coordinates N 34.0992 W 77.8934
Location description The parcel is located at 7220 Carolina Beach Road, west of Myrtle Grove Road, off Sunrise
Drive, in wetlands adiacent to unnamed tributaries to Lords Creek and the AIWW, southeast of Wilmington. NC.
Indicate Which of the Following Anply:
A. Preliminary Determination
_ Based on preliminary information, there may be wetlands on the above described property. We strongly suggest you have
this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered fmal, 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).
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
notification.
X There are waters of the U.S. including wetlands on the above described property subject to the permit requirements of
Section 404 of the Cleap Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
_ We strongly suggest you have the wetlands on your property delineated. Due to the size of your property and/or our
present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely
delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps.
X The waters of the U.S. including 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.
_ The wetlands have been delineated and surveyed and are accurately depicted on the plat signed by the Corps
Regulatory Official identified below on .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.
1

1

X The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(LAMA). You should contact the Division of Coastal Management in Wilmington, NC at (910) 796-721 S to determine
their requirements.
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this
determination and/or the Corps regulatory program, please contact Jennifer Frye at 910-251-4923.
C. Basis For Determination
This site exhibits wetland criteria as described in the 1987 Coras of Engineers Wetland Delineation Manual and is
adiacent to an unnamed tributary to Lords Creek. a tributary to the Caae Fear River a Navigable Water of the United
States; as well as wetlands adiacent to an unnamed tributary to the Atlantic Intracoastal Waterway a Navigable Water
of the U.S. This site also contains waterbodies that exhibit an ordinary high water mark and are tributaries to Lords
Creek or the AIWW. This determination is based on information submitted by ECS Carolinas and site visits by
Jennifer Frye on 10/19/2006 and 8/15/2007.
D. Remarks
E. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in
B. above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this
determination you must submit a completed RFA form to the following address:
District Engineer, Wilmington Regulatory Division
Attn:Jennifer Frye, Project Manager,
Wilmington Regulatory Field Office
Post Office Box 1890
Wilmington, North Carolina 28402-1890
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 District Office within 60 days of the date of the NAP.
Should you decide to submit an RFA form, it must be received at the above address by 11/5/2007.
**It is not necessary to submit an RFA form to the District Office if you do not object to the determination in this
correspondence.
Corps Regulatory Or icial:
Date 09/05/2007
Date 09/05/2012
' 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://www.saw.usace.armv.miUWETLANDS/index.html to complete the survey online.
' Action Id. SAW-2007-00572-065
Copy furnished:
' Joanne Steenhuis,DENR-DWQ, Wilmington Regional Office, 127 Cardinal Drive Ext., Wilmington, NC 28405
q~-Carolinas, LLP, 7211 bdgen Business Park, Suite 201, Wilmington, NC 28411

APPENDIX F
STORMWATER PERMIT

1
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~ i( ; t" William G Ress 1r ,Secretary
North Carolina Department of Envtronment attd Natural Resources
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~
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_;~ Division ar Water Quality
;., _
November 15, 2007
Mark Maynard, Manager
Myrtle Ventures, LLC
P O. Box 1229
Wilmington, NC 28402
Subject: Stormwater Permit No. SW8 001230 Modification
Myrtle i.anding
t_ow Density Subdivision with a Curb ~utiet Swale System
New Hanover County
Dear Mr Maynard:
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for Myrtle Landing on November 1, 2007. Staff review of the plans and specifications
has determined that the projecf, as proposed, will comply with the Stormwater Regulations set forth
in Title 15A NCAC 2H..1000. We are forwarding Permit No SW8 001230 Modification, dated
November 15, 2007, for the construction of the subject project.
This permit shall be effective from the date of issuance until rescinded and shall be subject
to the conditions and limitations as specified therein, and does not supersede any other agency
permit that may be required.
ff any parts, requirements, or limitations contained in this permit are unacceptable, you have
the right to request an adjudicatory hearing upon written request within sixty {60} days following
receipt of this permit, This request must be in the farm of a written petition, conforming to Chapter
1508 of the Nor#h Carolina General Statutes, and filed with the Office of Administrative Hearings,
P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands are made this permit shall be
final and binding
If you have any questions, or need additional information concerning this matter, please
contact either M.J. Naugle or me at {910} 796-7215
erely,
~~
Edward Beck
Regional Supervisor
Surface Water Protection Section
ENBImjn: S:tWQStSTORMWATERIPERMITt001230mod nov07
cc: Richard A. Moore, PE, McKim & Creed, P.A.
New Hanover County Inspections
NCDOT District Engineer
City of Wilmington Development Services
Beth E. Wetherill, New Hanover County Engineering
Division of Coastal Management
Wilmington Regional Office
Central Flies
M .1. Naugle
Nonlr Carolina Division of \Watcr Quality f 27 Cardinal Arive ]:xsensiar Wilmington. NC 28da5 Piiatc (9ta) 79G-72f 5
Wilmington Regional O~cc Lucrnct: ~t~~+„nc)~;nar{tualll~ grZ Pax {910) 350~20a4
An Equal t)pporlunliylAfrirmaGve Aclion Employer-50°o Ftacycled110",6 Post Consumer Paper
N15iahCamlina
711/lllYl~llf
Customer Service
[-877-G23-G7-08

State stormwater Management Systems
Permit No. SWS 001230 Modification
STATE Ol= NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURGES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
LOW DENSITY DEVELOPMENT WITH A CURB OUTLET SWALE SYSTEM
In accordance wi#h the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules and Regulations
PERMISSION 15 HEREBY GRANTED TO
Mark Maynard, Manager and Myrtle Ventures LLC
Myrtle Landing
7220 Myrtle Grove Road, New Hanover County, Wilmington
POR THE
construction, operation and maintenance of a 25 % low density subdivision with a curb outlet
Swale system in compliance with the provisions of 15A NCAC 2H ..1000 (hereafter referred to as
the "sformwaterrules"J and the approved stormwater management plans and specifications, and
other supporting data as attached and on frle with and approved by the Division of Water Quality
and considered a part of this permit.
The Permit sha11 be effective from the date of issuance until rescinded and shah be subject to
the fallowing specific conditions and limitations:
I. DESIGN STANDARDS
1. The project is permitted for 2 lots. The north lot is limited to a maximum of 416,245
square feet of built-upon area fiarmuIti-family development and the south lot is limited to
a maximum of 20,000 square feet of built-upon area, as defined by the stormwater rules,
and as indicated in the approved plans.. LAMA regulations may reduce the built-upon
area far those lots within the AEG.
2. The overall tract built-upon area percentage far the project must be maintained at 25%,
per the requirements of Section .1005 of the stormwater rules.
3. This project proposes a curb outlet system. Each designated curb outlet swaie or 100
foot vegetated area shown on the approved plan must be maintained at a minimum of
900 feet long, maintain 5:1 {H;V) side slopes or flatter, have a longitudinal slope no
steeper than 5°!°, carry the flow from a 10 year storm in anon-erosive manner, maintain a
dense vegetated cover, and be located in either a dedicated common area or a recorded
drainage easement.
4. Na piping shall be allowed except those minimum amounts necessary to direct runoff
beneath an impervious surface such as a road or under driveways to provide access to
lots.
5. Runoff conveyances other than the curb outlet system swales, such as perimeter ditches,
must be vegetated with side slopes na steeper than 3:1 {H:V).
Page 2 of 5

State Starmwater Management Systems
' Permit No. SW8 001230 Modification
6,. Approved plans and specifications far projects covered by this permit are incorporated by
' reference and are enforceable parts of the permit.
11. SCHEDULE OF CAMPLIANGE
1, Gurb outle# swales, vegetated areas and other vegetated conveyances shall be
constructed in their entirety, vegetated, and be aperatianal for their intended use prior #a
the construction of arty built-upon surface, per the approved plans
2. During construction, erasion shat! be kept to a minimum and any eroded areas of the
swales ar other vegetated conveyances wil( be repaired immediately.
3. The permittee shat! at all times prouide the operation and maintenance necessary to
operate the permitted stom7wafer management systems at optimum efficiency to include:
a. Inspections
' b. Sediment removal.
c. Mowing, and re-vegetating of the side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and
specifications.
f. Cleaning and repair of catch basin grates, flumes, piping, and the flaw spreader
mechanism.
g. Maintenance of level spreaders.
4.. The pem7ittee shall submit to the Director and shall have received approval for revised
plans, specifications, and calculations prior to construction, far any modification to the
approved plans, including, but not limited ta, those listed below:
a. Any revision to the approved plans, regardless of size,
b. Project name change.
' c. Transfer of ownership.
d, Redesign or addi#ion to the approved amount of built-upon area or to fihe
drainage area.
e. Further subdivision, acquisition or sale of the project area. The project area is
defined as ail property awned by the permittee, for which Sedimentation and
Erosion Control Plan approval was sought.
f. Filling in, piping, or altering any vegetative conveyance shown on the approved
' plan..
5. The Director may determine that other revisions to the project should require a
modification to the permit.
'
6, The permittee is responsible far verifying that the proposed built-upon area does not
exceed the allowable built-upon area. Once the lof transfer is complete, the built-upon
area may not be revised without approval from the Division of Water Quality, and
' responsibility for meeting the built-upon area limit is transferred to the individual property
owner.
7. The permittee must certify in writing that the project`s stormwater controls, and
' impervious surfaces have been constructed within substantial intent of the approved
plans and specifications. Any deviation from the approved plans must be Hated on the
Certification. The permittee shall submit the Certification to the Division within 30 days of
completion of the project.
8, The permittee shall submit all information requested by the Director or his representative
within the time frame specified in the written information request.
9 Each tot in the subdivision covered by this permit will maintain a minimum 30-foot wide
vegetative buffer between all impervious areas and surface waters.

Page 3 of 5

State Stormwater Management Systems
Permit No. SWi3 001230 Modification
10 Deed restrictions are incorporated into this permit by reference and must be recorded
with the Office of the Register of Deeds prior to the sale of any lot.
11. Ali roof drains must terminate at least 30 foot from the Mean High Water mark.
12. Recorded deed restrictions must include, at a minimum, the following statements related
to stormwater management:
a. The following covenants are intended to ensure ongoing compliance with State
Stormwater Management Permit Number 001230 Madificatian, as issued by the
Division of Water Quality under NCAC 2H..1000.
b. The State of North Carolina is made a beneficiary of these covenants to the
extent necessary to maintain compliance with the Stormwater Managemen#
Permit.
c. These covenants are to run with the land and be binding on a!1 persons and
parties claiming under them
d. The covenants pertaining to Stormwater may not be altered or rescinded without
the express written consent of the State of North Carolina, Division of Water
Quality.
e. Alteration of the drainage as shown an the approved plans may not take place
without the concurrence of the Division of Water Quality.
f. The maximum built-upon area per tat is 416,245 square feet on the north fa# and
20,000 square feet an the south lot far a total of 436,245 square feet far this
project. This agatted amount includes any built-upon area constructed within the
lot property boundaries, and that portion of the right-of-way between the front fat
line and the edge of the pavement. Buil# upon area includes, but is not limited ta,
structures, asphalt, concrete, gravel, brick, stone, slate, coquina, driveways, and
parking areas, but does not include raised, open woad decking, or the water
surface of swimming pools
g. Filling in, piping or altering any 3:1 vegetated conveyances (ditches, swales, etc..)
associated with the development except for average driveway crossings, is
prohibited by any persons.
h. Lots within CAMA`s Area of Environmental Cancem may have the permitted built-
upon area reduced due to LAMA jurisdiction within the AEC..
i. Filling in, piping or altering any designated 5:1 curb outlet swale or vegetated
area associated with the development is prohibited by any persons,
j. A 30 foot vegetated buffer must be maintained between all built-upon area and
the Mean High Wafer Tine of surface waters.
k. Alf roof drains shall terminate at least 30 foot from the Mean High Water mark.
I. Each designated curb outlet swale or 100 foot vegetated area spawn an the
approved plan must be maintained at a minimum of 100 foot long, maintain 5:1
(f-l:V) side stapes ar flatter, have a longitudinal slope na steeper than 5%, carry
the flow from a 10 year storm in anon-erosive manner, maintain a dense
vegetated cover, and be located in either a dedicated common area or a recorded
drainage easement.
13. The Director may notify the permittee when the permitted site does not meet one or mare
of the minimum requirements of the permit. Within the time frame specified in the notice,
the permittee shalt submit a written time schedule to the Director far modifying the site to
meet minimum requirements. The permittee shall provide copies of revised plans and
certiftcatian in writing to the Director that the changes have been made.
14. The permittee must submit a copy of the recorded deed restrictions within 30 days of the
date of recording.
15. Prior to transfer of ownership, the swales must be inspected and determined #a be in
compliance with the permit. Any deficiencies will be repaired or replaced prior to the
transfer.
16. The final plats far the project will be recorded showing all required Swale easements and
common areas, in accordance with the approved plans.
Page 4 of 5

S#ate Starmwater Management Systems
Permit No. SW8 001230 Modification
' li[. GENERAL GONDITIUNS
1. Failure to abide by the conditions and limitations rontained in this permit may subject the
' Permittee to an enforcement action by the Division of Water Quality, in accordance with
North Carolina General Statutes 143-215.BA to 143-215.6C.
2. The permit issued shall cantinas in force and affect anti( revoked ar terminated.
3. The permit may be modified, revoked and reissued ar terminated far cause. The filing of
a request for a permit modification, revocation and re-issuance, or termination does not
stay any permit condition.
4. The issuance of this permit does not prohibit the Director from reopening and modifying
the permit, revoking and reissuing the permit, ar terminating the permit as allowed by the
' laws, rules, and regulations contained in Ti#le 15A of the North Carolina Administrative
Coda, Subchap#er 2H.1000; and North Carolina Genera! Statute 143-215.1 et. al.
5. The permit is not transferable to any person ar entity except after notice to and approval
by the Director, The Director may require modifica#ion or revocation and re-issuance of
the permit to change the Warne and incorporate such other requirements as may be
necessary. A formal permit transfer request must be submitted to the Division of Water
Quality accompanied by the appropriate fee, documentation from both parties involved,
' and other supporting materials as maybe appropriate.. The approval of this raquast will
be considered on i#s marl#s, and may or may not be approved. Tha permittee is
responsible for compliance with ail the terms and conditions of this permit until the
Division approval the permit transfer.
6. The issuance of this parmit does not preclude the Parmittaa from complying with any and
all statutes, rules, regulations, or ordinances imposed by other gavemment agencies
(local, state and federal), which have jurisdiction. if any of those permits or approvals
result in revisions to the plans, a permit modification must be submitted.
7. The permi#tee grants permission to DENR Staff to enter the property during business
' hours far the purposes of inspecting the starmwater contra! system and it's components.
8. The permittee shall notify the Division of Water Quality in writing of any name, ownership
ar mailing address changes within 30 days.
Permit issued the fifteenth day of November 2007.
' NO H CAROLIN NVI MENTAL MANAGEMENT COMMISSION
fo1• Coleen N. Sullins, Director
Division of Water Quality
' By Authority of the Environmental Management Commission
Paga 5 of 5

;. ,. _ .,
.. ..:.: ;, OFFlCEU5~ ONLY

i Z o0o DOt 6 b 17
.~
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORiYIWATER MANAGEMENT PERMIT APPLICATION FORM
This fog°~n may be plrotocopied for i~se ns nn ar•igi~ra!
I. GENERAL INFORMATION:
1. Applicant's name (specify the name of the corporation, individual, etc. ~vho owns the project):
Myrtle Ventures LLC
2. Print OwnerslSigning Official's name and title {the person legally responsible for facility and compiianee):
Mark Maynard, Manager
3 Mailing Address for person listed in item 2 above:
P.O. Box 1229
City: Wilmington State: North Carolina Zip: 28402
Telephone Number: (9I0} 2S 1-5030
~. Project Name (subdivision, facility, or establishment name -should be consistent with project name on plans,
specifications, fetters, operation and maintenance agreements, etc.):
Myrtle Landing
S , Location of Project {street address):
7220 Myrtle Grove Road
Pity: Wilmington County: New Hanover
6. Dir~cetions to project (from nearest major intersection):
Approx O.G mi NE on Myrtle Grove Road from US 421 (Carolina Beach Road) -Site on west side of Myrtle
Grave.
7. Latitude: 34°OS' 37"
Longitude: 77°S3' 30"
of project
8 Contact person who can answer c#uestions about the project;
Name: Richard A. Moore, PE Telephone Number: {9I0) 343-1048
I1, PERlV1IT INFOR>VIATION:
2
Specify whether project is (check one): New Renewal X Modification
If this application is being submitted as the result of~a renewal or modification to an existing permit, list
the existing permit number SVd8001230 and its issue date {if known)
Form: SWtJ-]Ot Version 3.99 Page 1 of4

3. Specify the type of project (check one):
® Low Density ^ High Density ^ ltedevetop ^ General Permit ^ Other
4. Additional Project Requirements (check applicable blanks):
^ CAMA Major ~ Sedirnent/Frosion Control ^ 444/44I Permit ^ NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center
at I-877-623-6748,

1

1
III. I'RQ.T7I;CT INFORMATION
I . In the space provided below, summarize how stormwater wilt he treated. Also attach a detailed narrative
(one to two pages) describing storntwater management for the project..
Low Density with ribbon crab & roadside ditches. Constructed wetlands, level spreaders cC vegetated filters are
also provided. See attached narrative for additional detail.
2. Stormwater runoff from this project drains to the Cape Fear River basin.
3, Total Project Area: 55.59 acres 4. Project Built Upon Area: 18.42
5. How many drainage areas does the project have? I
b. Complete the following information for each drainage area, if there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
t~&-~i'i -2~.~1
Basirx;Infarmatian - =`I3raura a Area
Receivin Stream Name Masonborn Sound ORW Area
Receivin Stream Class SA-ORW above CAMA line
Draina a Area 2,296,483 SF
Existin Im ervious* Area 4
Pro osed Tm ervious* Area 436,245 SF
Irri ervious* Area (total 19.44 °10
'Iin ervious*Surface""Area 'Drama' e~Area :1.
On-site Lot 24,444 SP
On-site Buildings /Driveways 217,579 SF
On-site Street 117 244 SF
On-site Sidewalks 14,073 SF
Other on-site Ameni 5,349 SF
Other on-site Future 62,004 SF
Off site 4
Total: 436,245 SF
* Impervious area is defrned as the br+ilt upon area rrrcluding, br+t trot limited to, b:+ildings, roads,
parking areas, sideit~alks, gravel areas, etc.
7. How was the off-site impervious area listed derived? N/A
~i I,~ 'Iz m i t,~
aO,1LL~.'~'trt~ i=uQ,. 11J~ j't1+~N~AS
Form: SWU-14I Version 3.99
Page 2 of 4
i~OV ~. ~ ZQ~~
1

IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required Yo be recorded for all
subdivisions, out parcels and future development prior to sale of any tot. If lot sizes vary significantly, a table
listing each lot number, size and the allowable built upon area for each lot must be provided as an attachment.
1. The fallatving covenants are intended to errstu°e ongoing eonrpliance tvitli .state nrarragenreut permit
rttunber as issued by the Division of YYater Orralit;~_
These coverrartts my rrot be changed or deleted without the consent of the State.
1. Na rnor~e than jSee Attached) .sgtrar•e feet of any !ot .shall be covered by structures or inrper-viotrs
materials. Intperwious materials include a-sphalt, gravel, corrcr ete, br•rek, stone, slate or simrilm
material but do not imcltrde woad declcirrg ar the water sur face af'swirruning pools.
3. Sivales shall not be frlled in, piped, ar' altered except as necessary to provide drivetivay crassirrgs
sl. Built-upon m-ea in excess of the permitted antotnrt regrrire.s a state stormti-jater r:ranagememt permit
modification prior to constr7rction.
S. All perrrtitted rratoff fi ont out parcels orfrrttue developnrerrt .sJtalJ be dir°ected into the permitted
stornrwater control systerm. These corutectiorrs to the starnrwater conirol.systenr .shall be perfor•rnect
in n manner tJrat nraintairrs the integrity acrd performance of the systerm as per°~rtitted.
$y your' signature below, you certify that the recorded deed z'estrictions and protective covenants for this project
shall include all the applicable item required above, that the covenants wilt be binding on all parties and persons
claiming under them, that they will run with the Iand, that the required covenants cannot be changed or deleted
without concurrence from the State, and that they will be recorded prior to the sale of any lot,
V. SUPPLCNfENT rORMS
The applicable state stormwater management permit supplement form (s} listed bela4v must be submitted for each
BMP specified for this project. Contact the Storrnwater and General Permits Unit at [phone] for the status
and availability of these forms..
Form SWU-10?
Form SWU-103
Form SWU-104
Form SWU-l OS
Form SWU-lOG
Fonn SWU-107
Fonn SWU-108
Fonn SWU-109
Wet Detention Basin Supplement
Infiltration Basin Supplement
I,ow Density Supplement
Curb Outlet System Supplement
(off--Site System Supplement
Underground Infiltration Trench Supplement
Neese River Basin Supplement
Innovative Best Management Practice Supplement
Fonn: SWU-101 Version 3.99 Page 3 of4

1
' IV. SUBMITTAL REQUIREMENTS
' Only complete application packages will be accepted and reviewed by the Division of tauter Quality {DWQ),
A complete package includes al! of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.

1
1
Please indicate that you have provided the following required information by initialing in the space provided
next to each item
Initials
m Original and one cot~v of the Stormwater Management Permit Avalication Form
e ()ne couv of the applicable Sunnlement Form{sl for each BMP ~~• oo
a permit application processine fee of $42t7 ~pavable to NCDENRI
o Detailed narrative description of stormwater tr~eatment/manaaement: ___,...._
o Two caries of plans and specifications. includinn: _-.-
- Develapment/Praject name
- Engineer and firm
- Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/project boundary
- Location map wi#h named streets or NCSR numbers
- Original contours, proposed contours, spat elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note an plans that nave exist
- Existing drainage {incIudirig off-site}, drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VI. AGENT AiJTHORIZATION
If you t~~ish to designate authority to another individual ar firm so that they may provide information on your
behalf, please complete this section:
Designated agent (individual or ftrrn): McKim & Creed, P.A. (Richard A. Madre, PE)
Mailing Address: 243 N. Front Street
City: Wilniingtan State: NC
Zip
28401
Phone: [phone] Fax: [phone]
VII. AFPLICANT'S CERTIFICATION
I, (print or type name of person listed in General Information, item ZJ Mark Maynard
certify that the information included on this permit application form is, to the best of my knowledge, correct and that
the project will be constructed in conformance with the approved plans, that the required deed restrictions and
protective covenants will be recorded, and that the pr osed project complies with the requirements of 15A NCAC
2H. 1000. _.-~~ _
Signature:
' Fr.rm • CSxlr T_ 1(l l `~Iorc+n~r 't QQ Aana d of Q
Date: I ~ I ~oy7
NOV fl ~ 2Q-~7
3.7~

Permit Na. ~WP~ DOl ~ QOM 0~
(to be proi~iciecl b}~ D~YO}
State of~North Carolina
Department of Environment and Natural Resources
Division of Water Quality
ST(~RMWATER. MANAGEMENT PERMIT APPLICATION FORM
LAW DENSITY SUPPLEMENT
This, for•rtr Wray be photocopied for- rise a.s an origitral
A low-density project is one that meets the appropriate criteria for built upon area and transports stormwater
runoff' primarily through vegetated conveyances. Law destiny projects should not have a discrete storn~water
collection system as defined 6y 15A NCAC 2H ,1002(18). Low-density requirements and density factors can be
found in 15A NCAC 2H .,1005 through .1007.
I. PRQJECT INFORMATION
Project Name:.
Contact Person:
Number of Lots:
Myrtle Landing
Richard A. Moore, PE Phone Number; (910} 343-1048
NIA Allowable Built Upan Area Per Lat'": N/A
*If lot sizes are not uniform, attach a table indicating the number of Tats, tat sizes acid allowable built upon area
far each lot, The attachment must include the project name, phase, page numbers, and provide area subtotals and
totals.
IL BUILT UPON AREA
See the Stornlwater Management Permit Application for specific language that must be recorded in the deed
restrictions for all subdivisions.
For uniform lot sizes, complete the following calculations in the space provided below where:
• SA Site Area -the total project area above Mean High Water. Wetlands maybe excluded when the
development results in high-density pockets.
• DF Density Factor -the appropriate percent built upon area dived by 100.
• RA Road Area -the total impervious surface occupied by roadways.
• OA Other Area -the total area of impervious surfaces such as clubhouses, tennis courts, sidewalks, etc
No. Lots -the total number of lots in the subdivision.
• BLJA/Lot -the computed allowable built upon area for each lot including driveways and impervious
surfaces located between the front lot line and the edge of~paven~ent. _._. _~.1
~1DV ~ ~ 2007
Forn~: SWU-104 Rev. 3.99 Page 1 of 2

Calculation:

1

{SA x DF) - RA -- OA = BUA
No.. Lots Lots
2,421,323 SF (Total Site Az~ea) - 125,240 SF {Wetlands over 25%} = 2,29b,083 SF (Tatai Project Area)
2,296,483 x 0.25 = 574,421 SF
-l 17,244 (Roadways)
-41,689 (Driveways)
-14,073 (Sidewalks)
-5,349 (Amenity)
-62,000 {'future)
Total Allorvalale (Buildings, Lots} = 333,bbb SF
Quads =171,$70 SF
Trr-Alex = 4,020 SF
Single Family Residential = 20,000 SF
Total Proposed (Buildings, Lots) =196,.340 SF
III. REQCIIRED ITEMS CHECKLIST
Initial in the space provided to indicate that the following requirements nave been met and supporting
documentation is provided as necessary. If the appiicant has designated an agent in the Starrnwater Management
Permit Application Form, the agent may initial below.
a. A 30-foot vegetative buffer is provided adjacent to surface waters, Projects in the Neuse
River basin may require additional buffers.
b. Deed restriction language as required on form SWU-101 shall be recorded as a restrictive
covenant.. A copy of the recorded document shall be provided by DWQ within 30 days of
platting and prior to sale of any lots..
c. Built upon area calculations are provided for the overall project and all lots.
Appi' is Initials
d. Project confornzs to low destiny requirements within the C~RW AEC (if applicable).
[15A NCAC 2I-I.1007(2)(b)]
' Form: SWU-104 Rev. 3.99 Page 2 of 2

In accordance with Title 15 NCAC 2H..10b0, the Gaastai Stormwater Management Regulations, deed
restrictions and protective covenants are required for L.ow ©ensity Residential Subdivisions where lots
will be subdivided and sold. [7eed restrictions and protective covenants are necessary to ensure that the
development maintains a "built-upon" area consistent with the applicable regulation goveming the density
level.
i,~/j,~~,~ jf~1 y,c..s,;;..F.r,:~ acknowledge and a€€irm by my signature below, that i will cause the
fallowing deed restrictions and protective covenants to be recorded €or the estate lot an the South tract of
Myrtle Landing Subdivision prior to the safe of the lot:
1. The follawing covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Numbersy~t 8 ~7 t2 ~m as issued by the Division of Water Quality under
NCAC 2H.'f000.
2. The State of North Carolina is made a beneffciary of these covenants fa the extent necessary to
maintain compliance with the starmwater management permitr
3. These covenants are to run with the land and be binding on alt persons and parties claiming
under them.
4. The covenants pertaining to sfom~rwater may not be altered or rescinded without the express
written consent of the State of North Carolina, Division of Water Quality.
5. AJteratian of the drainage as shown on the approved. plan may not take place without the
concurrence of the Division of Water Qualify. ,.-~ y ~_ ~-<-~~} ;~. ka<..l,~t.~ ~~
6. The maximum allowable built-upon area is 2Squ~re feet, This allotted amount includes any
built-upon area constructed within the lof property boundaries, and that portion of the right-of--way
between the front lot line and fhe edge of the pavement. Built upon area includes, but is not
limited to, structures, asphalt, concrete, gravel, brick, stone, slate, and coquina, but does not
include raised, open woad decking, or fhe water surface of swimming pools.
7.. In the case of a lot within CAMA's regulated AEC, where the Division of Coastal Management
calculates a different maximum allowable builf-upon area far that lot Phan is shown herein, the
goveming maximum built-upon area far that !ot shall be fhe most restrictive of the two.
8. Filling in or piping of any vegetative conveyances {ditches, swa/es, etc.) associated with the
development except for average driveway crossings, is strictly prohibited by any persons.,
9. Each lot wit( maintain a 30' wide vegetated buffer between alt impervious areas and surface
waters..
1(7. A1J roof drains shall terminate at least 30' from he mean high water mark of surface waters.
n: ~.,..a...,.. / /i'7/ /~~ i•'/~'~ ~/' Date: l ~ ~~ c ~'- - 1 ' ~ r t ~ r ° ~ ~
r.
a Notary Public in the
State of ~ ~ 1 ~~.~ l~i ~ t. i~~l r{. "~. ,County of it r~ ° ~ ~_~-_~~;- !. 4:':.t ~Y~-- ~ _,
do hereby certify that ~ s ~~ ~ l ~• lc i.i .~,? l~ ~ ~f .! personally appeared
before me this the _ (° ~ day of (~ t .~=~~~~ ~~a_s. ~- _ , 2t7 t_~.~„~! ,and acknowledge
the due execution of the foregoing instrument. Witness my hand and official seal,
-.,..~
Signature ,(
My Commission expires `t~~ x c =t.--1-: :~--~' r ~-.
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MYRTLE LANDING
CONSTRUCTION DOCUMENTS
FOR
MYRTLE VENTURES LLC
NEW HANO~ER COUNTY, NORTH CAROLINA
11 1 ~"1~~
'DATE " DE RP
R TY
N NR - 5 ~{ A PRES
1073072bOJ~G~ R - STA ORM A R X
VICINITY MAP:/ NOT TO SCALE
MYRTLE'VENTURES LLC
P.4. BOX 1229
WILMINGTON, NORTH CAROLINA 28402
PH. (910)--251-5030
V243 North:Eront~e~~~~
Wilmington, North Carolina 28401
Phone:(91D)343-1048., Fax:[phone]
MWU369] ®9099991
www.mckimcreed.com

SHEET 9 FlLE y DESCRIPTION
'T' C-001 COVER -
2 CG-107- STORMWATER MASTER PLAN -
3 CG-501 STORMWATER DETAILS
4- CG-502 - WERAND'DETAILS-ANO LANSCAPE .PLAN

iai
NOV 01 Y091.
.SwBooIt30 09
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APPRvV~C^4^
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MAWIGEkEN(f,Gti1'reS;ION
DIVI SIGN DF W6TEfl OJh:i f'/
I- I- ~ I- I- I_ I_ I_ I-

LEGEND
tdumumD vENxos Rat
^ ~ ~ ~
t. n95 PROPERLY IS NOT LOCAIFD W A ROCO ZWE
~~ ALL DRIVEWAY PIPES SNALL BE 15'.RCP E%CEPi 1HE
PwES LaATEO IN BvoNT a BUILOWCS s,T,e, a a:
MESE' PIP6'SHALL BE IB' flCP.

ROADWAY LINE TgBLE
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IV1~KaV1&QZ~ MYRTLE VENTURES LLC PERFORMANCE RESIDENTI
P.O.HOX~ STORMWATER SUBMITTA
~~ia. WLiWNK3TON, NOFRH CAROLWA
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