20071604 Ver 1_CAMA Application_20070921

WITHERS c~ RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
704o WRIGHTSVILLE AVENUE, SUITE ioi
WILMINGTON, NORTH CAROLINA, 28403
(9io) 256-9277
FAX (9io) 256-2584
T0: NC Division of Water Quality
4oi Wetlands Unit
2321 Crabtree Blvd
Raleigh, NC 27604
WE ARE SENDING YOU
^ Shop Drawings
^ Copy of Letter

DATE OH/O /07 JOB N0. 03061 20.00
ATTENTION Ms. C ndi Karol
PHONE#
RE: Silver Palms NWP 2 PCN
® Attached ^ Under separate cover via
^ Prints ^ Plans ^ Samples
^ Change order ^ Diskette ^
COPIES DATE N0. DESCRIPTION
2 /1 /0 0 061 Zo.oo NWP 2 PCN

THESE ARE TRANSMITTED as checked below:
® For approval ^ Approved as submitted
^ Foryour use ^ Approved as noted
^ As requested ^ Returned for corrections
^ For review and comment ^
^ FOR BIDS DUE 20 ^ PRINTS RETURNED AFTER LOAN TO US
REMARKS: 11` I ~'w,"'d...;+ ~ `~"
ccD ~, ~ t~~~ r
Signature: _~~.
~, ~,~ ~~
Date: w~~.n'AN~~,^a;a ~'^'?~""'A=EBS~~~c~
COPY TO: Fle SIGNED: Troy Beasl
^ Resubmit
^ Submit
^ Return
the following items:
^ Specifications
copies for approval
copies for distribution
corrected prints
If enclosures are not as noted, kindly notify us at once.

WITHERS ~ RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
September 19, 2007
US Army Corps of Engineers NC-Division of Water Quality
Regulatory Field Office 401 Wetlands Unit
Attn: Ms. Kim Garvey Attn: Ms. Cyndi Karoly
69 Darlington Avenue 2321 Crabtree Blvd.
Wilmington, NC 28403 Raleigh, North Carolina 27604-2260
Re: Silver Palms at Holden Beach Shores
Previous AID# SAW-2006-41796
W&R Project #03061420.00
Dear Ms. Garvey and Ms. Karoly,
On behalf of The Rocketts, we are requesting authorization from the USACE to use NWP 29 for
the placement of fill into 0.15 acres of jurisdictional wetlands for the construction of the proposed
project. A copy of this PCN has also been provided directly to Ms. Joanne Steenhuis in the
Wilmington Field Office.
The site is located north of the intersection Holden Beach Road and Hazelnut Trail, in Supply,
Brunswick County. The project is approximately X18.1 acres in size and is located in the Lumber
River basin. The wetland delineation was reviewed and approved by Ms. Kim Garvey with the
Corps of Engineers (AID #SAW-2006-41796). A copy of the signed JD Survey has been
provided as an Appendix to the enclosed PCN.
The current request is for 0.15 acres of impacts to jurisdictional wetlands (see the attached
maps and PCN for details).
Please feel free to call if you have questions or require additional information.
Sincerely
Troy B sley
Environmental Scientist
Attachments: NWP 29 PCN
Cc. Joanne Steenuis - DWQ Wilmington Field Office
704o Wrightsville Avenue, Suite ioi Wilmington, North Carolina 28403 tel: gio-256-gz77 fax: 9io-z56-2584
www.withersravenel.com

Office Use Only: roan Version march OS
07-~60
USAGE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. Processing ~+~4J~'~~~~
1. Check all of the approval(s) requested for this project: ~®P~
® 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: ^
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the pi°oject is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for fiu-ther details), check here: ^
II. Applicant Information ~ ~ ~,,,a,j
`'' ~' ~ i 2007
1. Owner/Applicant Information `' -~
Name: Rocketts LLC -Rock Atkinson ;---
Mailing Address: 96 Genoes Point Road ~~-'~~t?~~.~:~~~? ,i~17yr~.va*FoaAes~
Supply NC 28462
Telephone Number: 704-574-0521 Pax Number:
E-mail Address:
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: Troy Beasley
Company Affiliation: Withers and Ravenel
Mailing Address: 7040 Wrightsville Ave Suite 101
Wihlungton NC 28403
Telephone Number: 910-256-9277 Pax Number: 910-256-2584
E-mail Address:_ tbeasley cr,withersravenel.com
updated uivzoos
Page 1 of 9

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 inchtded. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers frill-size construction
drawings rather than a sequential sheet version of the full-size plans. If frill-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Silver Patens at Holden Beach
2. T.LP. Project Number or State Project Number (NCDOT Oiily):
3. Property Identification Number (Tax PIN):
4. Location
County: Brunswick Nearest Town: Supply
Subdivision name (include phase/lot number):
Directions to site (include road numbers/names, landmarks, etc.): From I-Iwy 175, take
Hwy 211 Fast. Malce first right onto Stone Chimney Road. From Stone Chimney Road,
make a right onto Sabbath Home Road. Sabbath Homes turns into Holden Beach Road after
passing the Wings. Property is located north of the intersection of Holden Beach Road and
Hazelnut Trail.
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): 33.9274 °N 78.2846 °W
6. Property size (acres): X181
7. Name of nearest receiving body of water: Bell Branch
8. River Basin: Lumber
(Note -this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://112o.eim•.state.nc.us/admii~/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 southern portion of the site was historicallysingle
family residential, btrt the houses were recently moved from the property. The entire site
Updated 11/I/2005
Page 2 of 9

• ~.
now consists of vacant land. The surrounding land uses consist of single family residential
and commercial uses (Real Estate offices, landscape nurser)
10. Describe the overall project in detail, including the type of equipment to be used:
The proposes project will consist of a single family residential development and associated
infrastructure. Common commercial construction equipment will be used to construct the
project '
11. Explain the purpose of the proposed work The project purpose is to meet the vowing
demand for residential housing in Brtuiswick County.
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 USACI 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
butter 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.LP. project, along with
consh•uction schedules. The onsite wetlands were approved by Ms. Kim Garvey with the Corps
of Engineers on August 23, 2007 (~1ID#SAW-2006-41796). A copy of the JD Tearsheet and
signed wetland map have been provided as ApUendix 1.
V. Future Project Plans
Are any fitttu-e 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.
There are no future permits anticipated in association with the proposed project.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
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)
Updated 11/1/2005
Page 3 of 9

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.
1. Provide a written description of the proposed impacts: Approximate1~0.15 acres of wetland
impacts are proposed as a result of the construction of the access road which will provide
internal access between the northern and southern portions of the project.
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechatuzed 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)
Wetland A Permanent Fill Forested No 2400.00 0.15 ac

Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property: 4.64 acres
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Sh•eam impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact
Number
(indicate on map)
Stream Name ~
Type of Lnpact Perennial or
Intermittent? Average
Stream Width
Before Im act Impact
Length
(linear feet) Area of
Impact
(acres)

NOT APPLICABLE

Total Stream Impact (by length and acreage)
Updated 11/1/2005
Page 4 of 9

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
fi1L excavation_ dredain~_ floodin~_ draina~e_ hnll<heads_ etc_
Open Water Impact

Site Number
(indicate on map)
Name of Waterbody
(~f applicable)

Type of Impact
~ Type of Waterbody

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

Impact
(acres)
T
APPLICABLE
NO

Total Open Water Impact (acres)
6. List the cumulative impact to all Waters of the U.S. resulting from the project
Stream Impact (acres):
Wetland Impact (acres): 0.15 ac
Open Water Impact (acres):
Total Impact to Waters of the U.S. (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 inchide 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 USACI;.
3. 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
Describe the method of construction (e.g., dam/embanlailent, excavation, installation of
draw-clown 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 usefiil 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 desigh 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 conshuction to reduce impacts.
Updated 11/1/2005
Page 5 of 9

The proposed site plan has avoided and minimized wetland impacts to the greatest extent
possible. Wetland. impacts have been minimized to only those impacts needed to construct the
access road and a level spreader for the stormwater pond outfall. The proposed road is needed to
provide iiuier-development connectivity between the northern and southern portions of the
project, as well as providing_multiple access points to meet Brunswick Cottnty EmergencX
Services requirements. Wetland imRacts were fiirther minimized b~desi n~in~ the access road
alignment to cross the wetlands in the existing location of an old farm road. The road ROW has
been designed at a 60' width, which meets the minimum width allowable by Brunswick Count
Wetland impacts will also occur as a result of construction of the level spreader, which is
required by the DWQ Stormwater Permit (Permit #SW8 070714). The western stormwater pond
has been designed to outfall into an existing ditch within the wetlands. The level spreader is
necessary to dissipate the energy of discharged water, preventinP erosion and sedimentation of
downstream waters. No wetland impacts will occur as a result of construction of the proposed
lots.
The post-development wetlands will be preserved b iy ncorporatin~ a restrictive covenant into the
HOA documents. The Restrictive Covenant will provide assurance against future impacts to the
preserved wetlands. A copy of the proposed Restrictive Covenant language and Wetland
Conservation Exhibit has been provided as Appendix 2.
VIII. Mitigation
DWQ - In accordance with I SA NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
fiulctions 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 NC>JEP 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/strm~;ide hhnl.
Updated 11/1/2005
Page 6 of 9

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.
The proposed mitigation for the 0.15 acres of wetland impacts will consist of the preservation
of the 4.49 acres of wetlands remaininP in the post development condition, as well as the
purchase of 0.25 acres of wetland mitigation from EEP. A copy of EEP Letter of
Reservation has been provided as Appendix 3.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/vv~p/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 ^
3. If yes, has the doctument review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA f nal approval letter. Yes ^ No ^
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
Updated 11/1/2005
Page 7 of 9

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 Multiplier Required
(square feet) Mitigation
I 3 (2 for Catawba)
2 l.5
Total
* 'Lone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet ii-om 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 (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
Stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. There is no impervious within the existing
condition. The site plan proposes the total impervious surface to be 30%, and rectuires a state
Stormwater permit. Onsite Stormwater will be treated in a high density stormwater treatment
system consistinP of a two wet detention ponds. A State Stormwater Permit has been issued for
the proposed project SW8 070714) see Appendix 4.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Brunswick County Sanitary Sewer
Updated 1111/2005
Page 8 of 9

XIIL 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 au 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:
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
Tlueatened Species, accessibility problems, or other issues outside of the applicant's control).
/ ~'
Date
Applica~njy'~/Agent's Signature
(Agent's signature is valid only if a~a
letter from the applicant is provided.)
Updated 11/1/2005
Page 9 of 9

AGENT AUTHORIZATION

~~~ ct 26~ 06 03:54p
~ ~
~ ~
~ ^
Rocky Atkinson
[phone] p.1
07-1604
ttUTNQRITY FAR APPQIN~EN1~' t„ ~G~t~T
The undersigned owner(s),The Rodcetts, doles} hereby appoint Trov Beasley /withers 8
Raven~l. Inc, as his, her, or it's exclusive agent for the purpose of petitioning the appropriate
Eocal, state and federal environmental regulatory agencies (US Army Corps of Engineers, NC
Division of Water Quality, NC Division of Coastal Management, etc_) for a) review and approval
of the jurisdictional boundaries of onsite jurisdictional areas (wetlands, surface waters, etc.)
and/or; bj preparation and submittal of appropriate ®nvironmental permit appticetionslrequests for
the Holden Beach Road Property.
The owner daraS hereby authoriza that said agent has the authority to do the following acts on
behalf of the owner_
(1) To submit appropriate requesislapplicatlons and the required
supplemental materials;
(2) To attend meetings to give representation an behalf of the Client.
(3) To authorize acxess to.subject property for. the purpose of environmental
review by appropriate regulatory agencies.
This agreement shall continue in effect until completion of the contracted task ar termination by
tha property owner. I
Date: ~r7 Jo~~/d
Agent's' Name, Address & Telephone: Signature of Owner(s);
Trov S~asf~y ! Withers 8~ RavenQl, Inc.
me n -
70A0 WriahtsvillQ Avenge, Suite 101 ~ ( 1/ . 1 //~ ,, _ „
ilmir~gtan NG 28403 Q- "(Sign
T~(910) 258-9~ _
~n,1,6'15~I ~~ County, North Carolina
1, ~~`tL« ~ ~~4I ~GeJrr~ , a No~ry Public of the County and State aforesaid, certify that
;~~;,,~ tl,c,t-,u~d (}}~;aQ-., , personaTlly appeared before me this day and n~"/edged a execution
of tho foregoing instrurneni. Witness my hand and official seal, this ' "flay of ~ ,
ao,~,
(official seal orstamp) -~' ~ 0~~-~./
Notary Public

fuly commission expires, ~ !~ kS~ , 20~`
'd 555h ~~N
l'VdlO~Ol 9t10Z 'ST .}~~

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WITHERS RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
7040 Wrightsville Avenue Suite 101 Wilmington, NC 28403 tel: [phone] fax: [phone]

.t .+
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2006-41796 County: Brunswick U.S.G.S. Quad: Holden Beach
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner/Agent: The Rocketts
Address: c/o Rocky Atkinson
96 Genoe's Point Road o 7_ ~ 6 0 4
Supply, NC 28462
Telephone No.;
Property description:
Size (acres) 20 Nearest Town Holden Beach
Nearest Waterway Lockwoods Folly River River Basin Lumber
USGS IT[JC 03030005 Coordinates N 33.9274 W 78.2846
Location description The entrance to the property is located 2886 Holden Beach Road SW, Holden Beach,
Brunswick County, North Carolina.
Indicate Which of the Following Apply:
A. Preliminary Determination
_ Based on preliminary information, there maybe 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).
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 maybe relied upon for a period not to exceed five years from the date of this
notification.
X There are wetlands on the above described property subject to the permit requirements of Section 404 of the Clean Water
Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published regulations, this determination may be
relied upon for a period not to exceed five years from the date of this notification.
_ We strongly suggest you have the wetlands on your property delineated. Due to the size of your property and/or our
present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely
delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps.
_ The wetland on your property have been delineated and the delineation has been verified by the Corps. We. strongly
suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and verified by the Corps.
Once verified, this survey will provide an accurate depiction of all areas subject to CWA jurisdiction on your property
which, provided there is no change in the law or our published regulations, maybe relied upon for a period not to exceed
five years.
X The wetlands have been delineated and surveyed and are accurately depicted on the plat signed by the Corps
Regulatory Official identified below on 8/23/2007. Unless there is a change in the law or our published regulations, this
determination maybe 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 maybe 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
(CAMA). You should contact the Division of Coastal Management in Wilmington, NC, at [phone] to determine
their requirements.
Page 1 of 2

.` .~
Action ID: SAW-2006-41796
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 Ms. Kimberly Garvey at [phone].
C. Basis For Determination
The site exhibits wetland criteria as described in the 1987 Wetland Delineation Manual. Wetlands are adjacent to the
Lockwoods Folly River, a Traditionally Navigable Water.
D. Remarks
E. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in
I3. 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: Ms. Kimberly Garvey, Project Manager
Wilmington Regulatory Field Office
PO 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;-f~must e received at the ~e address by 23 October 2007.
**It is not necessary to submit an 'A form to
correspondence.** ~,
.~
Corps Regulatory Official:
do not object to the determination in this
Date 23 August 2007
Date 23 August 2012
The Wilmington District is committed to providing the hig~t 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://rvww.saw.usace.army.mil/4VETLAN.DS/index.html to complete the survey online.
Copy furnished:
Troy Beasley, Withers & Ravenel, 107 Stokley Drive, Wilmington, NC 28403
Joanne Steenhuis, NCDENR-DWQ, 127 Cardinal Drive, Wilmington, NC 28405
Page 2 of 2

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APPENDIX 2

~~'1604
Restrictive Covenant Language
"The areas shown on the recorded plat (identify the plat by title, date, and
recording data) as conservation areas shall be maintained in perpetuity in their
natural or mitigated condition. No person or entity shall perform any of the
following activities on such conservation area:
a. fill, grade, excavate or perform any other land disturbing activities
b. cut, mow, burn, remove, or harm any vegetation
c. construct or place any roads, trails, walkways, buildings, mobile homes,
signs, utility poles or towers, or any other permanent or temporary
structures
d. drain or otherwise disrupt or alter the hydrology or drainage ways of the
conservation area
e. dump or store soil, trash, or other waste
f. graze or water animals, or use for any agricultural or horticultural
purpose
This covenant is intended to ensure continued compliance with the mitigation
condition of a Clean Water Act authorization issued by the United States of
America, U.S. Army Corps of Engineers, Wilmington District, Action ID ,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."

y,
~Fcos stem ,
,,;~1 ,~ ,
~.t ~ ~ .: _... , t t ~.. i G. t.
PROGRAM
September 20, 2007
Rocky Atkinson
The Rockettes
96 Genoe's Point Road
Supply, NC 28462
Project: Silver Palms at Holden Beach Shores
07'1604
County: BRUNSWICK
The purpose of this letter is to notify you that ttte North Carolina Ecosystem Enhancement Program (NCEEP) is willing to
accept payment for impacts associated with the above referenced project. Please note that this decision does not assure that
the payment will be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the
applicant to contact these agencies to detertnine if payment to the NCEEP will be approved.
This acceptance is valid for six months from the date of this letter and is not transferable. H we have not received a cop}• of
the issued 404 Permit/401 Certificatiorv'CAMA permit within this time frame, this acceptance will expire. It is the
applicant's responsibility to send copies of the permits to NCEEP. Once NCEEP receives a copy of the permit(s) an invoice
will be issued based on the required mitigation in that permit and payment must be made prior to conducting the authorized
work. The amount of the In Lieu Fee to be paid to NCEEP by an applicant is calculated based upon the Fee Schedule and
policies listed at www.nccep.net.
Based on the information supplied by you the impacts that may require compe~rsatory mitigation are summarized in the
followin table.
LUMBER
03040207 Stream (feet) Wetlands {acres) Buffer I
(Sq. Ft.) Buffer II
(Sq. Ft.)
Cold Cool Warm Ri azian Non-Ri orlon Coastal Marsh
Impacts 0 0 0 0 0.15 0 0 0
Credits 0 0 0 0 0.30 0 0 0
Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation. If the regulatory agencies
require mitigation credits greater than indicated above, and the applicant wants NCEEP to be responsible for the additional
mitigation, the applicant will need to submit a mitigation request to NCEEP for approval prior to pernvt issuance. The
mitigation will be performed in accordance with the Memorandum of Understanding between the N. C. Depaztment of
Environment and Natural Resources and the U. S. Army Corps of Engineers dated November 4, 1998.
If you have any questions or need additional information, please contact Kelly Williams at [phone].
Sincerely,
1
. V
Willia D. Gilmore, PE
Director
cc: Cyndi Kazoly, NCDWQ Wetlands/401 Unit
Kim Garvey, USACE-Wilmington
Chad Coburn, NCDWQ-Wilmington
Doug Huggett, NCDCM- Morehead City
Troy Beasley, agent
File
,<~,P.StDYU2~... ~ ~ .. PYDtP.CtLGt~ OGGY StGi.~
~~~
I~CDE~IR
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / www.nceep.net

O~O~ W A r~RQG
~_ ~
O -C
August 15, 2007
Frank Richard Atkinson, President
The Rocketts, Inc.
96 Genoes Point Road
Supply, NC 28462
Subject: Stormwater Permit No. SW8 070714
Silver Palms at Holden Beach Shores
High Density Subdivision Project .
Brunswick County .
Dear Mr. Atkinson:
Michael F. Easley, Governor
1~'illiam G. Ross Jr., Secretary
North Carolina Departmeul of L•uvironment and Natural Resources
Coleen H. Sullins Director
Division or Water Qualiq~
+R~CE{1l~L~
~~~
The Wilmington Regional Office received a complete Stormwater Management Permit Application for Silver
Palms at Holden Beaclt Shores on August 13, 20D7. Staff review of the plans and specifications has determined
that the project, as proposed, will comply with the Stormwater Regulations set forth in Titie 15A NCAC2H.1000.
We are forwarding Permit No. SW8 070714, dated August 15, 2007, for the construction of the project, Silver
Palms at Holden Beach Shores.
This permit shall be effective from the date of issuance until August 15, 2017, and shall be subject to the
conditions and limitations as specified therein. Please pay special attention to the Operation and Maintenance
requirements in this permit. Failure to establish an adequate system for operation and maintenance of the
stormwater management system will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request
an adjudicatory hearing upon written request within sixty (60) days following receipt of this permit. This request
must be in the form of a written petition, conforming to Chapter 1508 of the North Carolina Generas Statutes, and
filed with the Office of Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless sucit
demands are made this permit shall be final and binding.
If you Rave any questions, or need additional information cont;erning this matter, please contact Christine Nelson,
or me at [phone]. .
0
sine ly,
~_
Edward Beck
Regional Supervisor -
Surface Water Protection Section
ENB/can: S }WG2~'~T0~2MWATERIPERMIT1pZ0714,aug07 ._;,,
cc: ~}Kertt_P~.~Hat rely;, PE Norris iSus{ce & 7utistatl~Consu~lt~ng :~nglneers; !fir c
t 3a.-.~...a.~Yw-
Brunswick County Inspections
City of Wilmington Stormwater Services
Betft E. Wetherill, New Hanover County Engineering
Jeff Phillips, Brunswick County Engineering
Division ofCaastal Management
Christine Nelson
Wilmington Regional Office NorihCaralina
Central Files J1,'r~fl!lrllll,
North Carolina Division of Vdater Quality 127 Cardinal Drive Extension Wilmington, NC X8405 Yhane (9] O) 796-7215 Customer Sen~ice
14~i1mingtonRegionalOflSce Internet: wn~w.nctivaterquality-or° Fax [phone]-R77-623-6748
An Equal OpporlunilylAffirmafive Aclian Employer - 50% RecycledllD% Post Consumer Paper

r
State stormwater Management Systems
Permit No. SW8 070714
STATE OF NORTH CAROLWA
DEPARTMENT OF ENVIRONMENT AND NATURAI~ RESOURCES
~~ :~~°5. .';°~';~-,~~'('F~-y DIVISION 9F WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY SUBDIV[SION DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Frank Richard Atkinson & The Rocketts, Inc.
Silver Palms at Holden Beach Shores
2886 Holden Beach Road, Supply, Brunswick County
FOR THE
construction, operation and maintenance of two wet detention ponds in compliance with
the provisions of 15A NCAC 2H .1000 (hereafter referred to as the "storrnwafer rules"} .
and the approved stormwater management plans and specifications and other
supporting data as attached and c„ file with and approved by the Division ~of Water
Quality and considered a part of this permit.
This permit shat( be effective from the date of issuance until August 15, 2017 and shalt
be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system. has been approved for the management of stormwater
runoff as described in Section 1.5 on page 3 of this permit. The subdivision is
permitted for 64 lots, each allowed a maximum of 3,000 square feet of built-upon
area.
3. Approved plans grid specifications for This project are incorporated by reference
and are enforceable parts of the permit.
4. The runoff from alt built-upon area within the permitted drainage area of this
project must be directed info the permitted stormwater control system.
Page 2 of 9

r
State stormwater Management Systems
Permit No. SW8 070714
5. The following design elements have been permitted for this wet detention pond
stormwater facility, and must be provided in the system at all times.
Design Criteria Pond #9 Pond #2
North South
a. Drainage Area, acres:
Onsite, ft2
Offsite, ft2 6.914
301,174
0 10.870
473,497
0
b. Tota! Impervious Surfaces, ft
Lots at BUA per lot, ft2
RoadslParking, ft2
Other, ft2
Reserve, ft2 101,985
72,000
26,136
435
2,614 188,441 .
120,000
57,891
6,550
4,000
c. Pond De fh, ft ~ 7 9

d. TSS removal efficiency, %
90 _
90
e. Design Storm, inches 1.00 1.00
f. Permanent Pool Elev., FMSL 26.00 27.00
g. Permitted Permanent Pool
Surface Area, ft 12,675 21,625
h. Permitted Storage Volume, ft 9,267 18,248

i. Tern orary Storage Elev., FMSL
2G,70 _
27.80
j. Controlling Orifice, "t?1 pipe 1.7_5 2.00
k. Permanent Pool Volume, ft 41,101 71,599
I. Forebay Volume, ft 8,43$ 14,500
m. Maximum Fountain Horsepower 1/G 1l4
n. Receiving Stream/River Basin UT to Shallotte Creek /Lumber
o. Stream Index Number 15-25-2-15-{1)
p. Classification of Water Body ~ C; Sw
IL SCHEDULE OF COMPLIANCE
No homeowner/lot owner/developer shall fill in, alter,~or pipe any drainage feature
(such as swales} shown on the approved plans as part of the stormwater
management system without submitting a revision to the permit and receiving
approval from the Division.
2, The permittee is responsible for verifying that the proposed built-upon area for
the entire lot does not exceed the maximum allowed by this permit. Once the lot
transfer is complete, the built-upon area may not'be revised without approval
from the Division of Water Quality, and responsibility for meeting the built-upon
area limit is transferred to the individual property owner.
3. If an Architectural Review Board or Committee is required to review plans fo r
compliance with the BUA limit, the plans reviewed must include all proposed
built-upon area. Any approvals given by the Board do not relieve the homeowner
of the responsibiiity to maintain compliance with the permitted BUA limit.
4. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Qirectc~r
that the changes have been made.
Page 3 of 9

State stormwater Management Systems
Permit No. SWS 07a714
5. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built-upon surface.
6. The permittee shalt submit to the Director and shall have received approval for
revised pians, specifications, and calculations prior to construction, for any
modification to_ the approved plans, including, but not limited to, those Fisted
below:
a. Any revision to the approved plans, regardless of size.
b. Project name change.
c. Transfer of ownership.
d. Redesign or addition to the approved amount of built-upon area.
e. Further subdivision, acquisition, or sale of all or part of the project area.
The project area is defined as all property awned by the permittee, for
which Sedimentation and Erosion Control Plan approval or a CAMA Major
permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
7. The Director may determine that other revisions to the project should require a
modification to the permit.
8. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final puts for the project
will be recorded showing alt such required easements, in accordance with the
approved pians. ~ -
9. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
10. Upon completion of construction, prior to issuance of a Certificate ~fvccupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification.
~ 1. !f the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
12. Permanent seeding requirements for the stormwater control must follow the
guidelines established in the North Carolina Erosion and Sediment Control
Planning and Design Manual.
Page 4 of :~

State Stormwater Management Systems
Permit No. SW8 070714
13. The permittee shall at a!I times provide the operation and maintenance
necessary to assure that all components of the permitted stormwater system
function at optimum efficiency. The approved Operation and Maintenance Plan
must be followed in its entirety and maintenance must occur at the scheduled
intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
c. Mowing and re-vegetation of side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of structures, orifice, catch basins and
piping.
g. Access to ail components of the system must be available at ail times.
14. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
15. This permit shall become void unless the facilities are constructed in accordance
with the conditions of this permit, the approved plans and specifications, and
other supporting data.
16. Prior to the safe of any lot, fhe following deed restrictions must be recorded:
~a.. The following covenants are intended to ensure ongoing compliance with
State Stormwater Management Permit Number SW8 070714, as issued
by the Division of Water Quality under NCAC 2H.1000.
b. The State at North Carolina is made a beneficiary of these covenants to
the extent necessary to maintain compliance with the Stormwater.
Management Permit.
c. These covenants are to run with the land and be binding on all persons
and parties claiming under them.
d. The covenants pertaining to stormwater may not be altered ar rescinded
without the express written consent of the State of North Carolina, Division
of Water Quality.
e. _ Alteration of the drainage as shown on the approved plans may not take
place without the concurrence of the Division of Water Quality.
f. The maximum built-upon area per lot is 3,000 square feet. This allotted
amount includes any built-upon area constructed within the lot property
boundaries, and that portion of the right-of-way between the front lot line
and the edge of the pavement. Built upon area includes, but is not limited
to, structures, asphalt, concrete, gravel, brick, stone, slate, coquina and
parking areas, but does not include raised, open wood decking, or the
water surface of swimming pools.
g. All runoff on the lot must drain into the permitted system. This may be
accomplished through providing roof drain gutters, which drain to the
street, grading the lot to drain toward the street, or grading perimeter
swales and directing them into the pond or street. tats that will natur~ily
drain into the system are not required to provide these measures.
h. Built-upon area in excess of the permitted amount will require a perm it
modification.
17. A copy of the recorded deed restrictions must be submitted to the Division within
30 days of the date of recording the plat, and prior to selling lots. The recordt ed
copy must col Main all of the statements above, the signature of the Permitte.e, the
deed book number and page, and the stamplsignature of the Register of De eds.
Page5of9

State Sformwater Management Systems
Permit No. SW8 070714
18. Prior to transfer of the permit, the stormwater facilities will be inspected by DWQ
personnel. The facility must be in compliance with ail permit conditions. Any
items not in compliance must be repaired or replaced to design condition prior to
the transfer. Records of maintenance activities performed to date will be
required.
19. Decorative spray fountains will be allowed in the stormwater treatment system,
subject to the following criteria:
a. The fountain must draw its water from Tess than 2' below the permanent
pool surface.
b. Separated units, where the nozzle, pump and intake are connected by
tubing, may be used only if they draw water from the surface in the deepest
part of the pond.
c. The falling water from the fountain must be centered in the pond, away from
the shoreline.
d. The maximum horsepower for the fountain's pump is based on the
permanent pool volume. The maximum pump power for the fountains in
Pond 1 (North) and Pond 2 (South) is 1/6 HP and 1/4 HP, respectively.
III. GENERAL CONDITIONS
This permit is not transferable to any person or entity except after notice to and
approval by the Director. In the event there is either a desire far the facilities to
change ownership, or there is a name change of the permittee, a completed
"Name/Ownership Change Form" must be submitted to the Division of Water
Quality, signed by the parties involved,. along with the applicable .documents as
fisted on page 2 of the form. The project must be in good standing with DWQ.
The approval of this request will be considered on its merits and may or may not
be approved.
2. The permittee is responsible for compliance~with all of the terms Arid conditions
of this permit until such time as the Director approves the transfer request.
3. Failure to abide by the conditions and limitations contained in this permit may
subject the permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
4. The issuance of this permit does not preclude file permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies {local, state, and federal), which have jurisdiction,
5. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, fhe permittee shall take immediate corrective action,
including those as maybe required by this Division, such as the construction of
additional or replacement stormwater management systems.
6. Th e permit may be ~ i iodified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and re-issuance ar
termination does not stay any permit condition.
7. permittee grants permission to staff of the DWQ to access the property for the
purposes of inspecting the stormwater facilities during normal business hour's.
8. The permittee shall notify the Division in writing of any name, ownership or
mailing address changes within 3Q days.
Fage n of 9

Y
State Stormwater Management Systems
Permit No. SW807071G
g. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum often years from the date of the completion of
construction.
Permit issued this the 15th day of August 2007.
NORTH ,q'~OLINA ENVIRONMENTAL MANAGEMENT COMMISSION
fo,• n H. uHins, irector
Dwision of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 070714
Page 7 of 9

a
State Stormwater Management Systems
Permit No. SW8070714
4
~5
Silver Palms at Holden Beach Shores
Stormwater Permit No. SW$ X70714
Brunswick County
Designer's Certification
Page 1 of 2
I, , as a duty registered in
the State of North Carolina, having been authorized to observe (periodically/weekly/full
time) the construction of the project,
(Project)
for (Project Owner) hereby state fhat, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
..The checklist of items on page 2 of this form is a part of this Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
Page 8 of 9
SEAL

Certification Requiremen#s:
State Stormwater Management Systems
Permit No. SW8 070714
Page 2 of 2
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built-upon area.
3. All the built-upon area associated with the project is graded such that the
runoff drains to the system.
4. A!i roof drains are located such that the runoff is directed into the system.
g. The outletlbypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. A!! slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1,
• 10, The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11.. The permitted amounts of surface area and/or volume have been
•provided. - .
•• 12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
1~. Alf required parts of the system are provided, such as a vegetated shelf, a
forebay, and the vegetated filter.
15. The required dimensions of the system are provided, per the approved
plan.
cc: NCDENR-DWQ Regional Office
Brunswick County Building Inspections
Paae 9 of 9

NKT #06119
'v
(? ~ 07 0 7
State of North Carolina
llepartment of Environment and Natural kesources
Division of Water Qualify
ST'ORMWATER MANAGEMENT PERMIT APPLICATION FORM
Tlri.s arm m be hotocn led or use us an on final `~ ~~ re ~ ~ ~~ ~~
.f ~' P P f g ~,~ ~...~ - ..~' r ~.n Lx ASS'
r 'i
I. GENERAL IN)ORMATION .~F ~ ,~ ~ j 2001
1. Applicants name (specify the Warne of the corporation, individual, etc. who owns the project): ,.,bra<• ..,~;p.l Ott t1=,1h1i.rT1'
'Jdlr?L~~iL'~:? F:>?D .`a i ~ RP,~~!?~,1'F>Z3RMGH
The Rocketts, Inc.
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Frank Richard Atkinson, President
3. Mailing Address for person listed ui item 2 above:
96 Genoes Point Road
City: Supply State: NC
Telephone Number: (704} 574-0521
.Zip: 28462
4. Project Nance (subdivision, facility, or establishment name --should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
Silver Pafms at f-lolden Beach Shores ~ ~• •
5. Location of Project (street address):
2886 Hoiden Beach Road (NC Highway 130)
City: Sup I_~! County: Brunswick
G. Directions to project (from nearest major intersection):
0.50 miles east of the intersection of Hwv. 130 and SR 1139
7. Latitude: 33° 55' 39"
Longitude: l$° 17' 09"
of project
8. Contact person who can answer questions about the project:
blame: Kent P. Harrell, P.B. Telephone Number: [phone]
II. PF.,RMIT INFORMATION
]. Specify whether project is (check one):
form SWU-101 Version 3.99
X New Renewal
Page.1 of 4
Modification

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the -
Existing permit number N/A And its issue date (if known} N/A
3. Specify the type of project (check one):
Low Density X High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
CAMA Major X Sedimentation/Erosion Control X 404/40I Permit NPDES 5torrnwater
Information on required state permits car be obtained by contacting the Customer Service Center at
I-877-623-6748.
III. PROJECT INFORMATION
I Try the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
Two (2) wet detention basins will treat the runoff from the two (2) separate drains a areas -
Drainage Area 1 to Basin 1 (north) and Drainage area 2 to Basin 2 (south). T
Wetland areas bypass the storm water basins.
2. Stormwater runoff from this project drains to the Lumber Rivcr Basin.
3. Total Project Area: 22.174 AC 4. Project Built Upon Area: 30.0°/a
S. How many drainage areas does the project have? 2
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with flee information far each area provided in the same format as below,
Nnrth Snuth
Basic Tufo~~ination .' `~ - - _ ~ Drains `e Ai~ea.I :: ~ _ Drarva~e Area 2.
Receivin Stream Name UT to Shallotte Creek _
UT to Shallotte Creek
Receivin Stream Class C; SW C; SW
Drannage Area 6.914 AC / 301,174 SF 10.870 AC / 473,497 SF
Existin r Impervious * Area _
Pro used Im ervious* Area 2.323 AC / 101,185 SF 4,326 AC / 188,<l41 SF
Impervious* Area (total) ___ ____ _ _ 33.6% 40.0%
_
hxi ervious*.Siii-face-.Area ~_ ".
~ _ l~raioa~e Area 1 ;.:
:,Drainage"1~rea 2
8r~ite-Build' s SF Lots 1.653 AC / 72,000 SF 2.755 AC / 120,(J00 SF
On-site Streets 0.600 AC / 26,136 SF 1.329 AC ! 57,891 SF
O•~ °•Z,-.~Tt~.Ti i~~(l7CU 111g-t_ift Station 0.010 AC / 435 SF
n•~~~~ ~~a~•~•••~n~• Amenities 0.150 AC / 6,550 SF
9ther-cn~e Reserve 0.060 AC 12,614 SF 0.092 AC / 4,OQ0 SF
Off-site
____
Total: 2.323 AC % 101,185 SF Tota[; 4.326 AC / 188,441 SF
* hnpervious area is defined as' llae btrilt upon area including, but not lhnited to, badlditags•, t•oGCts, par•kirabJ arecrr
sidewalks, grm~e! areas, eic.
Form SWU-101 Version 3.99 Page 2 of Q

Hovv was the off-site impervious area listed above derived?
N/A
IV. DECD RESTRICTIONS AND PROTECTIVE COV);NANTS
The following italicized deed restrictions and protective covenants are required to be recorded foraIl~
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a
table listing each lot number, size and the allowable built-upon area for each !ot must be provided as an
attachment.
1. The following covenants are ir~Iended to ensure arrgoing carnpliance suit! stale stormwater management permit
number as issued vy the Division of YYater Quality. Tl2ese co>>enants may
root be clrartged or deleted without the cor~serrt of tl~e State.
2. No more than square feet ofarty lot shall be covered by sh•uctures or tmpervio:rs materials.
hnper•s%iotts materials inchrde asphalt, gravel, concrete, brick, stone, slate or similar material but do not include
svond decking or the water surface of swimming pools.
3. Srvales .rlrall not be filled in, piped, ar altered except as necessary to provide drives~~ay crassings-
4. Built-upon area in excess of t/ae permitted amount requires a state storuasvater rnanagemerzt permit modification
prior to construction.
5. gill per•naitted rznzoff fi•otn outprn•cels or future development shall be directed into the permitted stor•msvater control
system. These connections to the stormrvnter control syslent shall be performed in a manner that maintains'the
integrity and perfor•rnance of the system as permitted. -
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, iliat the covenants will be binding on all parties and persons
claiming under them, that they will tun with the land, that the regained 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. SUPPLEMENT FORMS
The applicable state stormwater management permit snpplemet~t form(s) (fisted below must be submitted for
each BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for
the status and availability of these forms.
Pone SWU-102
Form SWU-103
Porte S WU-104
Form SWU-1D5
Form SWU-106
Fonn SWU-]07
form SWU-108
Form S WU-109
Wet Detention Basin Supplement
Infiltt-ation Basin Supplement
Low Density Supplement
Carb Outlet System Supplement
Off-Site System Supplement
Underground infiltration Trench 5appiement
Neuse River Basin Supplement
Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99 Payc 3 of 4

`r I. SUBMITTAL REQUIREMENTS
Oniy complete application packages will be accepted and reviewed by the Division of Water Qua1i#}' (DWQ).
A complete package includes all of the items Iisted below. 1'he complete application package shontd be
submitted to the appropriate DWQ Regional Office.
Please indicate t1-at you have provided the following required information by initialing iu the space provided
nest to each item.
Iniiia s
• Original and one copy of the Storntwater Management Permit Application Fortis L~ ~
• One cop}~ of the applicable supplement form(s) for each BMP }~
• Permit application processing fee of ~4~fl-(p~ayable to NCDENR)14y I~(`,~ ,Q~~ ________~L~
• Detailed narrative description of storntwater treatment /management ~ }}
• Two copies of plans and specifications, lllChlding: KQ}~
-- Development /Project name
- Engineer and ~rtn
- Legend
- North arrow
- Scaie
- Revision number c~L date
- Mean high water fine
- Dimensioned property /project boundary
- Location map with named sheets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished Moor elevations
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off site), drainage easeiiletits, pipe sizes, rmtoffcalculatious
- - Drainage areas delineated ~ -
- Vegetated buffers {where required) -
VII. AGL-NT AUTHORIZATION
If yoit wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section,
}<ent P- Harrell, P.E.
Designated agent (individual or firm): Norris, Kuske & Tunstall Consulting Engineers, list.
Mailing Address:
City: Wilmin
902 Market Street
Phone: (910} 343-9653
VIII. APPLICANT'S ChRTIhICATION
State: NC Zip: 213401
Fax: [phone]
I, (p~•irzt nr h~~e name of~ers~tz listed in General Ii fornaatiorz, item 2j Frank Richard Atkinson, President ,
Certify that the information included on this permit application form is, to the best of my knowledge, coxrect 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 praposec] project complies ti~'ith the requirements of 1 SA NCAC
zl~. ] ooa.
Sibuature:
Date: ~ '~•~
Fcrrn SWU-101 Version 3.99 Page 4 of 4

WET DF,TENTION BASIN SUPPLEMEN'T'
This form rrtay be photocopied for use as an original
DWQ Stoimwater Management PIan Review:
A complete storniwater management plan submittal includes an application form, a wet detention basin
supplement fur each basin, design calculations, and plans and specifications showing all basin and outlet
stntcture details.
T. PRO.TI';CT INFORMATION
Pt•oject Name
r N KT #08119
Permit No. "~L~)~a~17~(~
State of North Carolina (to be protiided by DWQ)
Depaz-t-nent of Environment and Natural Resources
Division of Water Quality
STORMtiVATCR MANAGEMENT PERMIT APPLICATION r'ORM
Silver Palms at Holden Beach Shares
Contact Person: 1<ent P. Harre{I, P.E. Phone Number: [phone]
For projects with multiple basins, specify which basin this worksheet applies to: Basin 1 (North}
elevations •
Basin Bottom Elevation ~ 19.00 ~ ft. (floor of the bnsirr) _ .
Permanent Pool Elevation 26.00 ft. (elevation of the orifrces)
Temporary Pool Elevation 26.70 ft. (elevation of the discharge str•uctur•e overflow)
areas
Permanent Pool Surface Area 12,675 sq_ It, (water surface area at the orifrce elevation)
Drainage Area 6.914 ac. (orr-site and off-site di-airrage to the basin)
Inilictviaus Area 2.323 ac. (on-site arrd off site drainage to the basin)
volumes
Permanent Poot Voknne
Temporary Pool Valurne
Porebay Volume
Other pcrranreters
SA/DA'
Diameter of Orifice
Design Rainfall
Desigu TSS Removal 2
Q 1,101 _` cu. fi. (combined volume of rrrain basin arrd fOr'PbayJ
9,267 cu. ft. (volume detained above the permanent pool)
8,438 cu. $. (approximately 20% of total volume)
3.54 (surface area to drainage area ratio from D)YQ table)
1.75 in. (2 to S day temporary pool drms~-dofi~n required)
1.00 in.
90 % (mininrunt 85% required)
Form SWU-102 Version 3.99 Page 1 of 4

hoobrotes:
1. When using the Division SA/DA tables, tare correct SA/DA ratio fnr permanent pool sizing should be computed based upon the
actual impervious % acrd permanent pool depdr. Linear interpolation should be employed to determine the correct vaiue for non-
st<vrdard tabieentries.
2. In the 20 coastal counties, the requirement for a vegetative filter maybe waived if the wet detention basin is designed to provide
90% TSS removal. The NCpENR BMP manual provides design tables for bot}r 85% TSS removal and 90% TSSremovat.
II. REQUIRED ITEMS CHECKI.,IST
The following checklist outlines design requirements per the Stortnwater Best Management Practices Manual
(N.C. Department of Envirotunent, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H .1008.
hritial in the space provided to indicate the follawitrg design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent iu the Stormwater Management Permit
Application Form, the agent tnay initial below. If a regttiretnent has not been met, attach ,justification.
Applicants Jtritiais
Pj-~ a. The permanent pool depth is betweett 3 and 6 feet (required minimum of 3 feet).
~#~ ~- Ir. The forebay volume is approximately equal to 20% of the basin volume.
j~.(~- f a. The temporary pooi controls runoff from the design storm event. ,.
t! P1~ d. T1re temporary pool draws down in 2 to S days,
^___~~~-} e. If required, a 30-foot vegetative filter is provided at the outlet (include non-erosive flow
calculations.
^ CL~ f. The basin length to width ratio is greater than 3:1.
~'~_____ g. The basin side slopes above the permanent pool are no steeper than 3:1. .~
•.1Lp~_ h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less -(show detaiI),
X~ j~ i. Vegetative cover above the permanent pool elevation is specified.
K}'~~ j. A trash rack or similar device is provided for both the overflow and orifice.
__ ~~/~~_ k. A recorded drainage easement is provided for each basin including access to nearest riglrt-
of=way. '
,~, {~}~ 1. If dre basin is used for sediment and erosion control during construction, clean out of the
basin is specified prior to use as a wet detention basin.
~~-~~ nr. A mechanism is specified which will drain the basin for maintenance or an emergency
III. WI:T llETCNTION BASIN OPERATION AND 111tAINTFNANCE AG12EI;MENT
7'he wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the;
vegetated filter if one is provided.
'T'his system {check one) [] does
This system (check ofie) [] does
Form SWU-102 Version 3.99
® does not incorporate a vegetated filter at tfre outlet.
® cues not incorporate }rretreatment other than a forebay'.
Page 2 of 4

Maintenance activities shall be performed as follows:
After every significant runoff producing rainfall event and at least monthly:
a. Tisspect the wet detent[on basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstnlctions suck that drawdown of temporary pool occurs
within 2 to 5 days as designed.
2. Repair eroded areas immediately, re-seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repa[r the collection system ([.e. catch basins, piping, swales, riprap, etc.) quarterly to
maintain proper fiuictioning.
~[. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall he disposed of
in an appropriate manner and slsall be handled in a mamser that will not adversely impact water quality (i,e.
stockpiling near a wet detention basin or stream, etc.)
Tire measuring device used to determine the sediment elevation shall be such that it wiIi give an accurate
depth reading and not readily penehate into accumulated sediments.
When tlse permanent pool depth reads 5.25 feet in the main pond, the sediment s1sall be removed.
When the pes-snanent pool depth reads _3.75 feet in the forebay, tlse sediment shall be removed.
BASIN DIAGRAM
(fIl qtr the bltnaksJ'
Permanent Poot Elevation 26.0
Sediment Res loyal EL 22.25 ?S°
--------------- --- SedimentRemovatElevation 2x.75 75%
Bottom.Cl vation 29 5% ------------------------------------- -----
^ I3ottom Elevation 19.0 25°/d~
>FORI+rBAY MAIN POND
5
6.
Remove cattails aJSd other indigenous wetland plants when they cover 5t)% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
If the basin must be drained for an emergency or to perform maintersance, the flushing of sediment tlu•ough
the emergency drain shall be minimized to the maximum exterst practical.
Form SWU-102 Version 3.99 Page 3 of 4

~ ~
7. All components of the «~et detention basil system shall be maintained in good working order.
I acknowledge and agree by my signahu~e below that I am responsible for the performance of the seven
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print nacre: Frank Richard Atkinson
Title: President
Address: 9G Genoes Point Road Supply, NC 28462
Phone: [phone]
Signature:
Date: 3 ~_ ('' ~ [? 7
Note: The legally responsible party should not be a Homeowners association unless more than 50% of the lots have been sold and
a resident of the subdivision has Heen named the president..
1, ~ jti ~~ , ~~'~ .~ ~ 'j , a Notary Public for the State of ~ ('}'t ~~ ~~ ~ ~;~;~(';~ ~ I ~~ ~•L
^^ {~ n G
County of ~~~ (t~ `-~ (. ~~ (~ ~+~ '1'~ , do hereby certify that 1~ ~ "'~ ~f\ V~~ t ~;1~
Personally appeared before me this ~~~day of ~ ' , (' ~r t ~ ~~_v, and acknowledge the due
r~ecution of the foregoing tivet detention basin maintenance requirements. V~~itness my hand and official seal.
~ttr,tfrr+.
ti. (~ - -ti e/ .r
~~~_~~ ~~
x A ~ G ~~
~~ UB~.~
~~J ~ •. . . f. • `ti1
,,~,~f,~, ~ G 1,~~~
''~+~uuur~~~li` SEAL `
Signature ~ j~1`lt~.:l!
~ r ~ ~, .
My commission expires G ._ j~ ' ~ ~ }
Fonn SWU-102 Version 3.99 rage 4 of 4

NKT #06119
Peenit No. ~J l,~ ~ 070'71 ~'
State of North Carolina (co be prov;dea by Dwq)
Department of Envu•onment and Natural Resources
Division of Water Quality
DWq Stormwater Mana~ernent Plan Review:
A complete stoimwater management plan submittal includes an application foi7n, a wet detention basin
supplement for each basin, design calculations, and plans and specifications showing all basin and outlet
st1•cichue details.
WET DETENTIIJN BASIN SUPPLEMENT
This farm Wray be photocopied far zrse as an original
X. PROJI?CT INFOI7MATION
Project Name:
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
Silver Palms at Holden Beach Shores
Contact Person: Kent P. Harrell, P.1=. Phone Number: (910 343-9653
For projects with multiple basins, specify which basin dais worksheet applies to: $asin 2 (South)
elevations
Basin ]3oitom Elevation 15.00 ft. (floor of the basin}
Permanent Pool Elevation 27.00 ft. (elevation of~the orifices)
'T'emporary Pool Elevation 27.80 ft. (elevation of the discharge structure overflow)

areas ~~
Permanent Pool Surface Area 21,525 sq. ft. (tivater~ stnface area at the orifice elevation)
Drainage Area 10. $70 ac. (on-site and off-site drainage to the basin)
Impervious Arza 4.325 ac. (nn-site and off-site drainage to the basin)

volwnes
Permanent Pool Volume 71,599 cu. Ii. (conTbined volume of main basin atrdforehrry)
'T'emporary Pool Volume 18,248 cu. ft. (vohcrne detained above tlTe permanentpool)
Forebay Volume 14, 500 cu. ft. (approximately 20% of total volume)
Other parameters
SA/DA' 4.15
Diameter of Orifice 2A0 in.
Designlt,ainfal[ 1.00 in.
Design TSS Removal Z 90
Form SWU-iD2 Version 3.99
(surface rn•ea to drainage area ratio from DWQ table)
(2 in S day temporary pool draw-doii~n required)
(rninintum 85% required)
Page 1 of 4

• ~ «
I'OOt[ZOLeS:
I. When using the Division SA/DA fables, the correct SA/DA ratio fa' permanent pool siznrg should be computed based upon the
actual impervious % and permanent pool depth Linear interpolation should be employed to determine the correctvalue fm• nou-
standard table euhies.
2. In the 20 coastal counties, the requirement for a vegetative titter may be waived if the wet detention basin is designed to provide
90%TSS removal. The NCDENR BIv1F' manual provides design tables for both 85%TSS removal and 90% TSS removal.
II. REQUIRED ITEMS CIITCKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, I-Iealth and Natural Resources, T'ebruary 1999) and Administrative Gode
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application }:orrn, the agent may initial below. If a reyuirement leas not been met, attach justification.
Applicants Initials
a. The permanent pool depth is between 3 and 6 feat (required minimum of 3 feet).
~l p~ b. The forebay volume is approximately equal to 20% of the basin volume.
/~/~~} c. The tcrnporary pool controls runoff from the design storm event.
J~ d. The temporary pool draws down in 2 to 5 days.
)~~ e. If required, a 30-foot vegetative filter is provided at the outlet (include non-erosive flow
calculations.
l~'P~ _ __ f The basin length to width ratio is greater than 3:1.
~~~~} _ g. The basin side slopes above the permanent pool are no steeper than 3:1.
~~ ~)~ lt. A submerged and vegetated perinreter shelf with a slope of 6:1 or less (show detail).
~~ i. Vegetative cover above the pernianent pool elevation is specified.
JCJ~~ j. A trash rack or similar device is provided for both the overflow and orifice.
f~¢7y k. A recorded drainage easement is provided for each basin inciudurg access to nearest right-
of--way.
J~ ~~ L If the basin is used for sediment and erosion control during construction., clean out of the
basin is specified prior to use as a wet detection basin.
__•__~~ ~>~ nr. A mechanism is specified which will drain the basin for maintenance or an emergency.
IIC. WET DETENTION BASIN OPERATION AND MAINTENAIa1CE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays aXrd the
vegetated filter if one is provided.
This system (check ane) Q does
This systenn (check arse) [] [Ives
Form SW11-102 Version 3.99
® does not incorporate a vegetated Etter at the outlet.
~ does not incorporate pretreatment other than a fore)bay.
Page 2 of 4

Maintenance activities shat] be performed as follows:
1. After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet deteni~on basin system for sediment accumulation, erosion, trash accunrnlation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of temporary pool occurs
within 2 to 5 days as designed.
2. Kepair eroded areas immediately, re-seed as necessary to maintain good vegetative cover, mow ~~egetative
cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.} quarterly to
maintain proper functioning.
4. Removc accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed of
in an appropriate manner and strait be handled in a manner that will not adversely impact water quality (i.e.
stockpiling near a wet detention basin or stream, etc.}
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate unto accumulated sediments.
'When the pernanent pool depth reads 6.75 feet in the main pond, the sediment shall be removed.
VS'Ircn the permanent pool depth reads 3.75 feet in the forebay, the sediment sha[1 be reproved.
BASIN DIAGRAM
V711 eii tire- bla~Pk.S)
Permanent Pool Elevation 27.00
Sediment Rei!noval El. 23.25 a 75°
--------------- --- ° Sediment Renroval Elevation 20.25 75%
Bottom El vatiorr 22.00 5 /° ------------------------------------ --o -`
Bottom Elevation 18.00 25 /°
FOREI3AI' MAIN POND
5. Remove cattails and other indigenous wetland plants when they cover 50% ofthe basin surface. ~7rese
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6. If the basin must be drained for an emergency or to perform maintenance, ttrc flushing of sediment through
the emergency drain shall be minitnized to the maximum extent practical.
Form SWU-102 Version 3.99 Page 3 of 4

7. All components of the wet detention basin system shall be maintained in good working order.
l acktowledge and agree by my signature below that I an, responsible for the performance of the seven
t,taintenance procedures listed above. 1 agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print uan,e: Frank Richard Atkinson
Title: President
address: 9G Genoes Point Road Supply, NC 284G2
Phone: [phone]
Signature:
Date: - ' f~' a
Note: T'he legally responsible party should not be a homeowners association uniess more than 50% of the lots )rave been sold and
a resident of the subdivision has been Warned the president.
I ~ (11 C; ~ • ~ }~'') I `~ , a Notary Public for the State of ~ (}~~-.~~ ~~ (,~.41;L~a1>~~ -
l ~ ~7 .,t ,
Cow,ty of ~ ~' ~~~e ~ 1 ~~ I1(~1~ t~ ~ , do hereby certify that ~l,~l_-l~l-~-mot. X~` ~ .. ~ ,.. C "~
Personally appeared before nie this ~`:} ~~" day of ~, ,r ~ ~ ,and acknowledge the due
Elocution of the foregoing wet detention basin maintenance requirements. Witness my hand and official seal.
.. _ „i1111111
~ ~~
,,. e
~` 0 .yam
r•
~~~~~111n1u-+t~rl SEAL ~~,
Sigtlature - ~ % I .1.: / `~ , i 41;4 r l,~ ~
~r !!~' (G
My corntxtission e;cpires } ~ ~l~ V'~ t
Form SWU-1Q2 Version 3.y9 Page 4 of 4

„ ~~
LEVEL SPREADER C~PERATiON AND MAINTENANCE AGREEMENT
The level spreader is defined as an elongated, level threshold, designed to diffuse stormwater runoff.
Maintenance activities shalt be performed as follows:
1. After construction and unto vegetation has been established, level spreaders} shall be inspected after
every rainfall. Thereafter, level spreader(s) sha(I be inspected at leasteverymonth and mare
frequently during the fall season and after heavy rainfall events:
a. Accumulated sediment, leaves, and trash shall be removed, and repairs made if required.
b. Inspect level spreaders} for evidence of scour, undercutting, settlement of the structure, and
concentrated flows downhill from the level spreaders}.
c. A level elevation shall be maintained across the entire flow-spreading structure at all tunes.
Repair or replace the level spreader if it is damaged.
d. Mow vegetative cover to a height of six (6) inches and prune plants if they cover over half of the
level spreader surface.
e. Repair eroded areas and repfacelreplant dead or damaged vegetation.
2. The contractor should avoid the placement of any material on and prevent construction traffic across
tt~e structure. If the measure is damaged by construction traffic, it shall be repaired immediately.
3. inspect and repair the collection system (e.g., catch basins, pipes, swales, riprap) four (4} times a year
to maintain proper functioning.
I acknowledge and agree by my signature below that I am responsible for the performance of the maintenance
procedures listed above. I agree to notify DWQ of any problems with the system or prior to any changes to
the system or responsible party.
Print name:~:,:ank Ri c~hart9 Ar- i nsc~n
Title:President
Address:9~ (;~C]P~ Pnin~ Rc~a~ 91~~~~ Nr 2a4Fi2~
Phone:7na-~~4-n~27 A ''
SigrZature:
Date: ''/~~ ~
Note: The legall~responsible party should not be a homeowners association unless more than 50% of the
Pots have been sold and a resident of the subdivision has been named the preside11nt.
I, r - ~~ ' ~ ii `~~ ~ 1 S , a Notary Pru~bl_ic for the State of '(l 1' t'~~'~~11L,
County of '_~ to 1~~ It t~l ~~,'Q ( , do~t~ereby certify that 11~ (,l.l;~- ' ~ r~•- l 1L~S`~~
personally appeared before me this ,~ •-~- day of ,_~, and acknowledge the due
execution of the forgoing wet [wetland] detontion basin maintenance requirements. Witness my hand and
official seal,
~t s_:_Na
~~,a~a~y
p''%, Np V ER ~,,•.
'~~+t,n,u-~~~+~
SEAL
~~~1~•
;;~j-~ ~ ~
My commission expires
Page I of 1

~..
DEED RESTRICTIONS AND PROTECTIVE COVENANTS
In accordance with Title 15 NCAC 2H.3000, the Coastal Stormwater Management Regulations, deed
restrictions and protective covenants are required for High Density Residential Subdivisions where
lots will be subdivided and sold and runoff will be treated in an engineered stormwater control facility.
Deed restrictions and protective covenants are necessary to ensure that the development maintains a
built-upon area consistent with the design criteria used to size the stormwater control facility.
f, Frank Richard Atkinson President of The Rocketts. Inc., acknowledge, affirm and agree by my
signature below, that I will cause the following deed restrictions and covenants to be recorded error to
the sale of any lot:
1. The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number SW8 , as issued by the Division of Water Quality under
NCAC 2H.1000.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the Stormwater management permit.
3. These covenants are to run with the land and be binding on alt persons and parties claiming
under them.
4, The covenants pertaining to stormwater may not be altered or rescinded without fhe express
written consent of the State of North Carolina, Division of Water Quality.
5. Alteration of the drainage as shown on the approved plan may not take place without the
concurrence of the Division of Water Quality.
6. The maximum allowable built-upon area per lot is 3.000 square feet for a total of sixty-four (64)
lots. [If you have town homes fist the number of town homes and the total BUA for ail
town homes.] This allotted amount includes any built-upon area constructed within the lot
property boundaries, and that portion of the right-of-way between the front tot line and the edge
of the pavement. Built upon area includes, but is not limited to, structures, asphalt, concrete,
gravel, brick, stone, slate, coquina and parking areas, but does not include raised, open wood
decking, ar the water surtace of swimming pools.
7. Ail runoff from the built-upon areas on the tot must drain into the permitted system. This may be
accomplished tf~rough a variety of means including roof drain gutters, which drain to the street,
grading the lotto dram toward the street, or grading perimeter swales to collect the lot runoff
and~directing them into a component of the stormwater collection system. Lots that will naturally
~~ drain into the system are not required to provide these additional measures.
8. Placement of dredged or fill material, or development within waters of the US and/or wetlands,
requires notification to the Division of Water Quality Stormwater and the 401 Wetlands Section.
Signs ure: ~} Date: ~
T[~ 111 ~ ,f ~ ~ : ~~i fl C' f i ~ , a otary Public in the
Stateof~Iii`~~'1`1 ~r:_~.~Y`ti;~~1~C-._ ,Count of iVr'~t1 t{ ~ tii~1 --~
do hereby certify that ]~~r t`~ ~ ~~,1 C.~`l ~ ~.~ ~"~: 1 1~~~1 _ personally appeared
before me this the .~ `~~t. day of ~~ 1 , 20 ~~ ,and acknowledge
the due execution of the foregoing instrument. Witness my hand and ctif~nt~f'~tr~,,~
~~`` ~ ~~+
Signature "~° C_> w
tt~~ l
t r _ ~~~ ~~' ptl F31..~G ~'-
My Commission expires t). )y ~r ~4 r ~ FL~4.
..•
`'%.`~N4VER ,~~~,
''~a, n u n ~+`~`'