SW8070909_Historical File_20070918

North Carolina Secretary of State
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13W Is 07a<7d9
North Carolina
4SECTR►E ARY Off` TA i E
ISO Box. 2?622 Raleigh, NC 23626-0622 (9'9)807- O4i
Date: 9/13/2007
Click here to:
View Document Filings I
� Print apre-populated Annual Report Form I Annual Report Q
Report I
Corporation Names
Name Name Type
E`!C C.W. Edrnan Inc. Legal
Business Corporation Information
SOSID:
0861075
Status:
Current -Active
Date Formed:
8/11/2006
Citizenship:
Domestic
State of Inc.:
NC
Duration:
Perpetual
Registered Agent
Agent Name: Edman, Carl W.
Registered Office Address: 103 South Lake Park Driv,
Carolina Beach NC 28428
Registered Mailing Address: 103 South Lake Park Drivi
Carolina Beach NC 28428
Principal Office Address: No Address
Principal Mailing Address: No Addresa
Stock
Class Shares No Par Value
Common 1 Yes
For questions or comments about the Secretary of State's web site, please send e-mail to Webmaster.
http://www.secretary.state.nc.us/corporations/Cory).aspx?PitemId=8020950 9/13/2007

C200621900091
State of North Carolina
Department of the Secretary of State
ARTICLES OF INCORPORATION
SOSID: 861075
Date Filed: 8/11/2006 2:41:00 PM
Elaine F. Marshall
North Carolina Secretary of State
C200621900091
Pursuant to §55-2-02 of the General Statutes of North Carolina, the undersigned does her
Incorporation for the purpose of forming aabbusiinesss corporation.
1. The name of the corporation is: 1,, _
2. The number of shares the corporation is authorized to issue is: I A/d PA VA U
3. These shares shall be: (check either a or h)
a. EkKall of one class, designated as common stock; or
b. n divided into classes or series within a class as provided in the attached schedule,
with the information required by N.C.G.S. Section 55-6-01.
4. The street address and county of the initial registered office of the corporation is:
Numberr nand Street AU S'pu-fy ZAK PARK OL yD.
City eAkd4A,1A Q G State i✓-G. Zip Code aAM269 County-,VA-0 ,4--,,PvCjt
5. The mailing address, if different from the street address, of the initial registered office is:
Number and Street
City State Zip Code County
6. The name of the initial registered agent is:
7. Principal office information: (must select either a or h)
a. ❑ The corporation has a principal office.
The street address and county of the principal office of the corporation is:
Number and Street
City State Zip Code
AJ
County
The mailing address, ,fdifferent from the street address, of the principal office of the corporation is:
Number and Street
City State Zip Code County
b. The corporation does not have a principal office.
CORPORATIONS DIVISION P. O. BOX 29622 RALEIGH, NC 27626-0622
(Revised January, 2002) (Form B-01)

C200611900091
Any other provisions, which the corporation elects to include, are attached.
9. The name and address of each incorporator is as follows:
A9.7 -'du AW Z,�,4A,4,g ifl. rid.
10. These articles will be effective upon filing, unless a date and/or time is specified:
This the 3 day of A"v, j f 200
Signature
tl
Type or Print Nmne and Title
NOTES:
CORPORATIONS DIVISION P. O. BOX 29622 RALEIGH, NC 27626-0622
(Revived January, 2002) (Form R-01)

NAME OF LIMITED LIABILITY COMPANY: Lr Rh ersea, LLC
STATE OF INCORPORATION: GA
SECRETARY OF STATE L.L.C. ID NUMBER: 0736529
NATURE OF BUSINESS: Residential Lot Sales
REGISTERED AGENT: National Registered Agents, Inc.
REGISTERED OFFICE MAILING ADDRESS: 120 Pemnarc Drive, Ste 118
Raleigh, NC 27603
SOSID: 0736529
Date Filed: 2/13/2006 2:24:00 PM
Elaine F. Marshall
North Carolina Secretary of State
C200604400367
Yw � C)-TC)9,6 7
FEDERAL EMPLOYER ID NUMBER: 20-0349633
REGISTERED OFFICE STREET ADDRESS: 120 Penmarc Drive, Ste 118
Raleigh, NC 27603 County. Wake
PRINCIPAL OFFICE TELEPHONE NUMBER: [phone]
PRINCIPAL OFFICE MAILING ADDRESS: 2000 Riveredge Pkwy
Suite S80
Atlanta GA 30328
PRINCIPAL OFFICE STREET ADDRESS: 2000 Riveredge Pkwy, Ste 580
Adantq GA 30328
t
MANAGERS/1VOWBERS/ORGANIZERS:
Laird Resource Group. Inc.
Title. Manager
2000 Rtwredge Pkwy
Atlanta, GA 30328
CERTIFICATION 01 ANNUAL REPORT MUST BE COMPLETED BY ALL LIMITED LIABILITY COMPANIES
J�� , z !/o l Zcao&.
FORM 7E ID BY A MANAOER/MEMBER DATE
J. Kober Waytl, peSWCOT L-(AWJ RcSa)r-& .. 6"up, k
TYPE OR PRINT NAME TYPE OR PRINT TITLE
ANNUAL REPORT FEE: $200.00 MAIL TO: Secretary of State • Corporations Division • Post Office Box 29525 • Ra[aig, NC 27626-0523

STATE OF NORTH CAROLINA
DEPARTMENT OF THE SECRETARY OF STATE
SOSID:
Date Filed: 5/4/2004 9:41:00 AM
Elaine F. Marshall
North Carolina Secretary of State
C200408900309
APPLICATION TO REGISTER AN ENTITY NAME
BY A FOREIGN ENTITY
Pursuant to §55D-24 of the General Statutes of North Carolina, the undersigned foreign entity
hereby applies to the Secretary of State to register the following entity name:
THIS IS [X ] AN INITIAL OR [ ] A RENEWAL APPLICATION*
1. The entity name to be registered is: LR RIVERSEA, LLC
Entity Type: ❑Foreign Corporation, ❑Foreign Nonprofit Corporation,
EForeign Limited Liability Company, ❑Foreign Limited Partnership,
❑Foreign Limited Liability Partnership.
2. The applicant entity was incorporated or formed under the laws of the state or county of
GEORGIA on the 1' day of OCTOBER, 2003.
3. The business or activity in which the entity is engaged is: DEVELOPMENT OF SINGLE
FAMILY RESIDENTIAL LOTS PROJECTS.
4. This application is accompanied by a certificate of existence (or a document of similar
import) duly authenticated by the secretary of state or other official having custody of
entity records in the state or country of incorporation or formation.
This the day of MAR 2 5 2004
LR RIVERSEA,
J. ROBERT
Notes:
1. Filing fee is S10.00.One executed original of this application must be flied with the Secretary of State.
2. If N.C.G.S. §55D-22 requires an addition to the corporate name, the applicant most set forth its corporate name with
such addition.
CORPORATIONS DIVISION P. O. BOX 29622 RA; IrIGH, NC 27626-0622
(Revised January 2002) (Form BE-13)
DATAICLMN TILR RIVERSEALLC\REGFORLLCCORP(032304)R13280

Secretary of State
Corporations Division
315 West Tower
##2 Martin Luther King, Jr. Dr.
Atlanta, Georgia 30334-1530
DINUR & ASSOCIATES, P.C.
DANIEL D. DINUR
ONE LAKESIDE COMMONS
990 HAMMOND DRIVE, SUITE 760
ATLANTA, GA 30328
I, Cathy Cox, the Secret
under the seal of my off
CONTROL NUMBER : 0353056
DATE INC/AUTH/FILED: 10/01/2003
JURISDICTION : GEORGIA
PRINT DATE : 03/10/2004
FORM NUMBER : 211
CERTIFICATE OF EXISTENCE
MOW
of Georgia, do hereby certify
?Imt date
is in compliance �heo ap ble filing arUa istration provisions
of Title 14 of th c l "" s ec%►:
Said entity was sin t r n ed abgAM_ was authorized to
transact busines Nor ' t d as filed articles of
dissolution, cert icate o llat o f re. r document with the
Office of the Sec �PL f
This certificate ate o the g e e of a above -named entity
as of the print d above. t doe of e f whe or not a notice of
intent to dissolve, ap a ement of commencement
of winding up or any v. e e led or is pending with
the Secretary of State. .� �+ Q c 00
#: ,•
This information is elec ti 'C�1 a issued and certified in
accordance with the Georgia El and Signatures Act and Title 14
of the Official Code of Georgia Annotated and is prima -facie evidence that said
entity is in existence or is authorized to transact business in this state.
20040320262912192
6W1_1C'tP
Cathy Cox
Secretary of State

State of North Carolina
Department of the Secretary of State
SOSID: 736529
Date Filed: 7/29/200411:15:00 AM
Elaine F. Marshall
North Carolina Secretary of State
C200420500003
APPLICATION FOR CERTIFICATE OF AUTHORITY
FOR LIMITED LIABILITY COMPANY
Pursuant to §57C-7-04 of the General Statutes of North Carolina, the undersigned limited liability company hereby applies for a
Certificate of Authority to transact business in the State of North Carolina, and for that purpose submits the following:
1. The name of the limited liability company is LR RlyerSea, LLC
and if the limited liability company name is unavailable for use in the State of North Carolina, the name the limited
liability company wishes to use is
2. The state or country under whose laws the limited liability company was formed is: Georgia
3. The date of formation was 10/01/2003
14. Principal office information: (Select either a or 6)
_; its period of duration is: perpetual
a. 0 The limited liability company has a principal office.
The street address and county of the principal office of the limited liability company is:
Number and Street 2000
City, State, Zip Code Atle
Ste 580
County Fulton
The mailing address, if diferent from the street address, of the principal office of the corporation is:
b. ❑ The limited liability company does not have a principal office.
The street address and county of the registered office in the State of North Carolina is:
Number and Street 120 Penmarc Drive, Suite 118
City, State, Zip Code Raleigh NC 27603 County Wake
The mailing address, if different from the street address, of the registered office in the State of North Carolina is:
The name of the registered agent in the State of North Carolina is: National Registered Agents, inc.
CORPORATIONS DIVISION P. O. BOX 29622
RALEIGH, NC 27626-0622
(4evised January 2002) (Form L-09)

APPLICATION FOR CERTIFICATE OF AUTHORITY
Page 2
18. The names, titles, and usual business addresses of the current managers of the limited liability company are:
(use attachment if necessary)
Name
J. Robert Ward
Business Address
2000 RiverEdge Pkwy Ste 580 Atlanta GA 30328
I
Attached is a certificate of existence (or document of similar import), duly authenticated by the secretary of state or other official
having custody of limited liability company records in the state or country of formation. The Certificate of Existence must be
less than six months old. A ,photocopy of the certification cann2t be accepted
0. if the limited liability company is required to use a fictitious name in order to transact business in this State, a copy of the
resolution of its managers adopting the fictitious name is attached.
1. This application will be effective upon filing, unless a delayed date -and/or time is specified:
fhisthe2l day of J UIY , 2004
LR RiverSea, LLC
Name o Limited Liability Company
Z" '
Signature of Manager
J. Robert Ward
._I
N tes:
1. Filing fee Is $250. This document must be filed with the Secretary of State.
C RPORATIONS DIVISION P. O. BOX 29622
(R,vtsed January 2002)
Type or Print Name
RALEIGH, NC 27626-0622
(Form L-09)

jecretary of State
rporations Division
3 5 West Tower
Martin Luther King, Jr. Dr.
Tanta, Georgia 30334-1530
RESOUCE COMPANIES
BE H SEXTON
20 0 RIVEREDGE PKWY
ST 580
, GA 30328
CONTROL NUMBER : 0353056
DATE INC/AUM/FILED: 10/01/2003
JURISDICTION : GEORGIA
PRINT DATE : 07/21/2004
FORM NUMBER : 211
CERTIFICATE OF EXISTENCE
I, Cathy Cox, the Secretary of of Georgia, do hereby certify
under the seal of my offi f tbo t date
ice C; 0 0 <,Po 0.1
EO A Ii�3G'Po
CIS r4
is in compliance h ap° le filing n anua istration provisions
of Title 14 of th f c 1 e o j
0 1
Saj d entity was D in t ur n ed aboAM was authorized to
tra nsact busines gdor as d tas filed articles of
dissolution, cert 'cate o llat'o ro d r document with the
Of ice of the Secf
This certificate '� atev n o the g e of r e above -named entity
as of the print da above. 7 t doe of e't f� whe or not a notice of
intent to dissolve, ap L` a ement of commencement
of winding up or any e cdocument , �'rpas a led or is pending with
the Secretary of State.
This information is ele -1 tta I issued and certified in
accordance with the Georgia E1 and Signatures Act and Title 14
of the Official Code of Georgia Annotated and is prima -facie evidence that said
entity is in existence or is authorized to transact business in this state.
200 0721160221817
I
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Cathy Cox
Secretary of State

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s•�IETHEI�ILL
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559 Jones Franklin Road, Suite 164
Raleigh, North Carolina 27606
[phone] Fax [phone]
www.wetherilleng.co
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O Shop Drawing
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Enclosed ❑ Email
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Specifications
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COPIES
DATE
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0 For Approval
XFor Your Use
0 As Requested
Q For Review & Comment
O Approved as Submitted
O Approved as Noted
O Please Return
Q Other
Date 9 i IZ b Signed: AA, /� L �Ag

VETHERILL
_ ENGINEERING
559 Jones Franklin Road, Suite 164
Raleigh, North Carolina 27606
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rAk�LMG
ff LAND MANAGEMENT GROUP INC.
7EW-1 Environmental Consultants
September 10, 2007
TO: Mr. Gerald Devito
Weatherall Engineering
1209 Floral Pkwy, Suite B
Wilmington, NC 28403
RE: Wetlands evaluation for Ellis Plantation
Brunswick County, NC
Dear Gerald,
�, V
2007
At the request of Mr. Carl Edman, Land Management Group, Inc. (LMG) recently evaluated the Ellis
Plantation property to determine whether any "Waters of the US" and/or jurisdictional "404" wetlands
existed on the property. During this evaluation, LMG followed the Army Corps of Engineer's 1987
Wetland Delineation Manual which defines jurisdictional wetlands with a three -parameter approach
including vegetation, soils, and hydrology. Under these guidelines, no vegetated wetlands were found
within the property boundaries. Two existing ponds were considered "Waters of the US or "Relatively
Permanent Waters" (RPWs). These jurisdictional waters are shown on the enclosed sketch. A ditch
near the northwest property line was also considered jurisdictional but appears to be located entirely
off -site.
The jurisdictional limits shown on the enclosed sketch were field -approved by Ms. Kim Garrey,
USACOE, on 7/24/2007. Should you have any questions regarding this determination, please feel free
to contact me at 910-452-0001 or Istasavich(cD-lmgroup.net.
Sincerely,
Laura Stasavich
Environmental Scientist
Encl.
M. Carl Edman: Ellis Plantation, LLC
w-%w.imgroup.net info(dlmgroup.net • Phone: [phone] • Fax: [phone]
380.5 Wrightsville Ave., Suite .15, Wilmington, NC; 28403 - P.O. Box 2522, Wilmington, NC
28402

v�l
"Boundaries are approximate and are 1 1 -
not meant to be absolute.
Map Source: 1998 NAPP aerial photography
SCALE 1" = 200'
Ellis Plantation, LLC Figure 5
Carl Edman ?1OUMG �y s
Ellis Plantation LAND MANAGEMENT GAUI.Trn. Jurisdictional Determination
Brunswick County, NC Environmental Consultants Sketch
02-07-161C JuIV 2007

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Stormwater Narrative rv_
For
Ellis Road Plantation p 1 1 2001
Purpose
This report is to provide the Water Quality Section of the North Carolina Department of
Environment and Natural Resources (NCDENR) general background information on the
proposed development of 32 residential lots, 30 along Ellis Road and 2 lots of Knotts
Landing Road. The lots were Recorded in 1989 and 1991 prior to the County's
jurisdictional authority regulating development. A stormwater management plan and
permit will be submitted to DWQ for permitting under low density development.
Project Description
The project site is located in Brunswick County in Lockwood Folly Township and the
subdivision of Ellis Road Plantation just off Hewettown Road, SR 1178, which is
approximately 2 rniles East of US 11,7er S 2 ,d
The project is 12.52 acres, composed of 10 lots on Ellis Road and 2 fragmented lots off
Knotts Landing Place with the lots being recorded with the Register of Degds in the late
1980's and early 1990's. No lot grading will be performed. Ellis Road i "a t-sand dirt
road with moderate rutting and erosion. Presently, Ellis Road driving suface and
roadside ditches have no vegetation and with each storm, the easily era,.4ed soils wash
into a pond just south of Ellis Road at Station 12+50 Rt. On July 2.4, 2607, the Army
Corps of Engineers defined the pond as U.S. waters and jurisdictional wetlands.
The banks of the jurisdictional pond are rutted and eroding into the pond and steeper than
3 to I slopes. A culvert drains the pond under Knotts Landing Place to more
jurisdictional waters. The invert of the outlet culvert is 19.65'. The delineation of the
wetlands (pond) was originally set at 20.0 feet as there is no visible wetlands flora on the
pond banks. The Land Management Group (LMG) recommended the limits of
jurisdiction to be above 20' or somewhere between the top of the bank and the surface
elevation. A letter from Land Management accompanies this narrative. A ground spot
elevation on Knotts Landing Place is 23.52'. Using this as a top of bank elevation and
the permanent pool elevation as 19.75 yields a jurisdictional delineation at approximately
21.7% we rounded up and used the 22' contour as limits of wetlands.
The project site is moderately denuded with just enough Pine trees and Pine needles to
stabilize off -road areas and a small part of the ro4`1 right-of-way. The Land Management
Group (LMG) augured 3 soil borings to locate seasonal high groundwater. The entire
project area appears to be on 3 to 4 feet of indigenous fill as indicated by a soil scientist

locating seasonal high ground water. The pine trees appear to be 25 to 35 years old
growing in the fill, and, with several significant ponds in and adjacent to the project, logic
dictates that spoils excavated from the ponds were used to raise the land. This eliminates
infiltration as a method of stormwater management and the high groundwater excludes
retention ponds as a viable BMP.
This project will bring drinking water from a new connection to a 12" feeder main on SR
211 in an 8 inch line to the lots along Ellis Road. The 8" will be looped to an 8" line in
an adjacent subdivision, RiverSea Plantation. At the intersection of Ellis Road and
Knotts Landing Place, a 6" water line will extend down Knotts Landing which parallels
Ellis Road, and cross private property and re -connect to the 8" line nears its' terminus on
Ellis Road. Sanitary sewer will be collected and conveyed via low pressure mains to a
similar system in the adjacent subdivision, River Sea Plantation. The largest sanitary
sewer pipe is 3 inches. Both utilities are pressure lines, therefore trenches will be shallow
with installation creating minimal land disturbance.
Surfacing courses on Ellis Road will be 8 inches in depth. A roadway profile was set for
an earthwork mass balance by setting profile grade approximately 4 to 6" above original
ground and using the excavated soils to construct shoulders. Shoulder cross slopes will
vary 4% to 8% to conserve soil and edge of shoulder will meet the top of the existing
roadside ditch at approximately existing elevations. With the exception of a few places
where ditch back slopes are steeper than 3:1, roadside ditches will remain at the existing
grade but stabilized with grass. The existing drain pipes will remain and be extended
where required
The flow of stormwater from the project generally goes through the ponds into an un-
named stream for approximately 3/4 mile to the Lockwood Folly River. This section of the
Lockwood Folly River is SC; HQW.
Impervious Area
Ellis Road 1500' x 18' = 27,000 SF
Intersection Returns = 890 SF
27,890 SF
Knotts Landing Place 360' x 18' = 6480 SF
Access (Gravel) 151' x 12' = 1812 SF
Intersection Returns 286 SF
2098 SF
Roads,Total Impervious 27,890 SF
6,480 SF
2,098 SF
36,468 SF

Typical driveways will be 14 foot throats with a 3' flair matching edge of paved road
Driveway impervious area from right of way (R/W) to paved road is 228 SF.
32 Driveways 32 x 228 SF = 7296 SF
36,468 SF
7,296 SF
43,764 SF or 1.005 Acres
Project Area is 545,500 SF or 12.523 Acres. For low density permitting, 24% allowable
impervious surface equals 130,920 SF or 3.006 Acres. Impervious surface within the
R/W is 43, 764 SF; Allowable impervious surface on lot is the total allowed minus that
in the R/W or 130,920 SF minus 43,764 SF equals 87,156 SF. Divided by 32 lots yields
2,724 SF of impervious surface per lot plus 228 square feet per lot for driveway access to
the lot. All inclusive, each lot will be allowed 2,952 square feet of,impervious surface.
Stormwater Treatment
Ellis Road will have 6 foot wide grass shoulders so for stormwater sheet flowing off Ellis
Road, every 9 square feet of impervious surface, there will be 6 square feet of grass
shoulders with slopes varying from 3% to 8%. Stormwater will sheet flow through 6 foot
grass shoulders and then be conveyed through 2,192 lineal feet of grass lines ditches.
Initially, there will be 3032 lineal feet of grass shoulders but as development occurs,
driveway culverts will replace some grass ditch. When fully developed, there will be 30
developed lots with driveways that will require driveway culverts about 28 feet in length.
This will reduce grass ditches by 840 lineal feet or 2192 lineal feet. Another 45 lineal
feet of vegetative ditch will be constructed to convey stormwater through a 30 foot buffer
protecting U.S. jurisdictional waters.
End

about:blank
Ellis Road Plantation
August 9, 2007
Gentlemen:
Ellis Road Plantation has been scheduled for an Express Stormwater submittal meeting on September
11, 2007 at 10:00 AM with Paul Bartlett in Raleigh. Paul will contact you with directions to the
Raleigh Office. His telephone number is 919 733-5083 ext. 235. The applicant is required to attend
the submittal meeting.
Please confirm and reserve this date and time within 2 business days.
If you have questions or need to reschedule, please feel free to call me at 910 796-7421 or email me.
Thanks so much,
Janet Russell
Express Permitting
1 of 1 8/9/2007 10:54 AM

Ellis Ro&d Plantation
Subject: Ellis Road Plantation
From: Janet Russell <[e-mail]?
Date: Tue, 07 Aug 2007 17:40:13 -0400
To: Gerald Devito <[e-mail]>, [e-mail], Carol Miller
<[e-mail]> -
*Ellis Road Plantation*
August 7, 2007
Gentlemen:
The Express Permitting Group is in receipt of your Request for Express Permit
Review for Stream Origin Determination, Stormwater, and Land Quality. A copy of
your request is being forwarded to Carol Miller with the Land Quality Section.
Carol will call you or you may correspond directly with her about scheduling the
express submittal for the Erosion Control Plan.
We will be back in touch with you on scheduling the stormwater. Please elaborate
on the stream origin call.
Thanks,
Janet Russell
Express Permitting
1 of 1 8/8/2007 9:43 AXI.

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Carolina rolina Departm nt of Environment and Natural Resources Submit r
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�Cef Gem �fT e�2 ardinal Drive Extension, Wilmington, NC 28405 [phone] FAX [phone] Time = ��
90J DJl:F - -5a !o quest for Express Permit Review Confirm
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FALL-!N all information below and CHECK required Permit(s).
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AAX to Express Coordinator along with a detailed narrative and vicinity map of the project location.
P,rq ec mu t be ubm fte jb 5:00 m the da before#he review d f ,unless nor arrangements are made.
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APPLICANT Name Carl Edman ,c ,,,Title ,'ref Pro ect Manager 2 t.Al Petttnv 7 kt
U f /� T1�J�`�''° Company Name 'Ellis Road Plantation
Address 103 S. Lakee Park -Blvd: City Carolina Beach Zip 28428 '
Phone [phone] Fax [phone] Email cadwedman(a)-yahoo.com
PROJECT Name Ellis Road Plantation County Brunswick
PROJECT DRAINS TO Lockwoods Folly River (Stream name) in the Lumber RIVER BASIN
ENGINEER/CONSULTANT INFORMATION:
Name Gerald DeVito, P
Company Wetherill En(
Phone—[phone]
State or National Environmental Policy
: IAA or EIS Required? ❑Yes ® No
28403
--------------------- ------------------------ ------------------ --------- ----------------
Oo Z STREAM ORIGIN DETERMINATION 1 # of Stream calls Stream Name Lockwoods Folly River
--------------- -------------------------------------------------- ----- ------------------------------------------------------------------------------
� ® STORMWATER Z Low Density El High Density -Detention Pond ❑ High Density - Other
;51:e04 (check all that apply) Elty Low Densi -Curb & Gutter High Density -Infiltration Off -site
Wetlands MUST be addressed below ❑ NPDES Phase II 8 Plan Revision
—---- --------- —-------- ---------------------
❑ g----------,----------------- —------_----------------------
COASTAL ❑ Excavation & Fill ❑ Bridges & Culverts Structures Information
MANAGEMENT ❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
------------- -------------- —---------- —--- ------- —------------ ---------------- ----------------------- ---
® LAND QUALITY ® Erosion and Sedimentation Control Plan with 2.9 acres to be disturbed
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WETLANDS (401) Wetlands on Property ? ® Yes ❑ No Isolated Wetlands on Property? ❑ Yes ® No
(Check all that apply) Wetlands will be impacted? ❑ Yes ® No Wetland impacts: acre(s)
Wetlands delineation has been completed? ® Yes ❑ No ❑ Buffers impacted: Acre(s)
USACOE Approval of Delineation completed? ❑ Yes ® No
404 Application in Process w/USACOE? ❑ Yes ® No / Permit recv'd from USACOE❑Yes ❑ No
401 Application Required? ❑ Yes Zi No If Yes, ❑ Regular ❑ Express
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additional fees, not to exceed 50% of the original Express Review pennit application fee may be charged for
subsequent reviews due to the insufficiency of the permit application.
Total Fee:$
Stormwater
$
CAMA
$
LQS
$
401
$
Date Received
E C E I V E
AUG 0 7 2007
�-rRed # DWQ j
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Project Name —Ellis Road Plantation
Stormwater Express Questionnaire (8/07/2007)
What is the applicant's full legal name? Carl W. Edman
Is the applicant associated with Sole proprietor Corporation ® LLC
Partnership H Municipality
If it's an LLC, is it ® Manager -managed or ❑ Member -managed?
OWhat is the applicant's title within the Corp., LLC or Partnership? Project Manager
Will an agent (someone other than the applicant) be signing the application? 2g Yes IN No
If Yes, what is the agent's name and title?
Gerald Devito, PE
OPlease note the application signature requirements are listed in NCAC 2H.1003 (e). In
summary, only the sole proprietor of a sole proprietorship, the designated manager, member -
manager, president or vice president of a corporation or LLC, the general partner of a
partnership, or a ranking official of a municipality may sign permit applications and supplements.
The signature of the engineer or other agent can be accepted only if accompanied by a signed
letter of authorization from one of the aforementioned individuals. Corporations, LLC's and
Partnerships must be registered with the NC Secretary of State's Office, and be active. Please
note that spelling, capitalization, and punctuation are extremely important. Please provide the
entity name exactly as on file with the NC Secretary of State.
2 Where is the project located?
County Brunswick Nearest Town/City Shallotte
(Attach a detailed vicinity map with both local street names and SR, NC, US or Interstate
highway numbers, plus other relevant information such as town or city names, directions to, etc.
Show the nearest intersection of two major roads on the vicinity map. A major road is any 1, 2 or
3 digit NC, US or interstate highway.)
If the project is located in Brunswick, Onslow, or New Hanover Counties, or a small
portion of northern Pender County or the unincorporated areas outside of Morehead City
and Atlantic Beach in Carteret County, NPDES Phase II Post -Construction rules will
apply, unless a vested development right, as described in the Session Law, can be
demonstrated, which is dated prior to July 1, 2007.
3. What is the name of the receiving stream? Lockwoods Folly River
What River Basin is it located in? Lumber
W W at is the classification of the receiving stream? SC: HQW ✓
F SA or SR waters, a separate scaled topographic map will be required. The project must be
a urately located on the map and the % mile radius from the property corner closest to the SA
N I SR receiving streammust be drawn on the map. !f you claim that the project is not withinVe of SA or SR waters, youmustconductaseriesofchloridesteststodemonstratethat the
W 3lorides level at a point in the receiving stream that is of least mile from the project is less
� an 500 ppm. Samples must be sent to a State certitred lab for testing.
W 4 the project is high density, what type of stormwater management BMP's are being proposed?
check all that apply) n/a
C Wet Detention Infiltration Trench Infiltration Basin Sand Filter
Bio-retention Wetlands Alternative ❑ Offsite
Dry Detention NPDES Phase 11 Other
How many separate BMP's are being proposed? 1 2 3 + 5 6 7 8 CJ 10 11 12 Other
5. Is there offsite runoff from the adjacent properties or public right-of-wthat will drain into any of
the proposed BMP's on the project and is not being diverted? n Yes ® No ❑ N/A
6. Is a road across other property required to access the project? ❑ Yes ® No ❑ N/A
Page 1 of 2

Project Name —Ellis Road Plantation
7. Is there any existing development or pre-1988 existing BUA located on the pro erty?
(Please document, delineate and identify on the plans.) ❑Yes No ❑ N/A
8. Will the high density project collect all of the proposed BUA? ❑ Yes ❑ No ® N/A
(If not, attach a separate explanation sheet)
9. Will the project involve the subdivision and sale of property? ❑ Yes ® No ❑ N/A
Is the subdivision ® residential or ❑ commercial?
How many lots are proposed? _32
(Deed restrictions are required for all residential, commercial, low density or high density sub-
divisions. Specific language for the various types of subdivisions is available from DENR.)
10. Will the plans show all delineated wetlands? ® Yes ❑ No ❑ N/A
(All projects require either a signed wetlands delineation map or a wetlands report to be
submitted with the application. Only a trained professional may provide information regarding
the presence or absence of wetlands.)
11. Are wet detention ponds or other engineered controls proposed to be located ad'acent
wetlands? ElYes No ❑ N/A
(If, yes, a physical means to prevent the dewatering of the wetland must be provided, or the
SHWT must be provided to demonstrate that the permanent pool of the BMP is above the
SHWT and will not dewater the wetlands over time. Where possible, all BMP's and swa/es
should outlet into back the wetland (with level spreaders).
12. For infiltration projects, a site visit must be completed with the DE NR soils scientist to verify the
soil type, water table and infiltration rate provided in the soils report. n/a
What istwas the scheduled s ite visit date?
(Include a copy of the consultant's soil report with the application.)
13. Level Spreaders are required at the outlet of all engineered controls and swales prior to entering
surface waters or wetlands. Will the plans reflect level spreaders? ❑ Yes ❑ No ® N/A
(The purpose of the level spreader is to reduce the energy of the incoming runoff and to
promote diffuse sheet flow to prevent erosion and scour into the receiving waters or wetlands.)
14. Is this project A modification to an existing permit no
A lot that will be treated in an existing, previously permitted BMP? no
What is the name of the existing permitted facility?
What is the permit number of the existing permitted facility? SW8
Is the permitted facility in compliance with its permit? Yes No N/A
Have the deed restrictions been recorded? Yes No N/A
Have the deed restrictions been submitted? Yes No N/A
Has the Designer's Certification been submitted? Yes No I N/A
15. Do the plans reflect all information in 15A NCAC 2H.1003 (g)? ® Yes ❑ No ❑ N/A
16. Will all of the design requirements for each proposed BMP be met? ❑ Yes ❑ No ® N/A
(If not, attach a separate explanation sheet. Please note that the Express program is not set up
to handle any type of deviation from the standard design.)
17. For each BMP in all high density projects, and low density curb outlet swale projects, the
individual drainage area for each proposed BMP must be clearly delineated.
18. Any revisions made to the application as a result of this review may cause changes to the other
documentation. Plans, calculations, application, and supplements should be reviewed for any
necessary changes. For example, changing the orifice size will require a modification to the
calculations, the pond details on the plans, and page 1 of the supplement.
Page 2 of 2 E C E I V E D
AUG 0 7 2007

VICINITY MAP
(Not to Scale)
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AUG 0 7 2007
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Stormwater Narrative
For
Ellis Road Plantation
Purpose
This report is to provide the Water Quality Section of the North Carolina Department of
Environment and Natural Resources (NCDENR) general background information on the
proposed development of 32 residential lots, 30 along Ellis Road and 2 lots of Knotts
Landing Road. The lots were Recorded in 1989 and 1991 prior to the County's
jurisdictional authority regulating development. A stormwater management plan and
permit will be submitted to DWQ for permitting under low density development.
Proiect Description
The project site is located in Brunswick County in Lockwood Folly Township and the
subdivision of Ellis Road Plantation just off Hewettown Road, SR 1178, which is
approximately 2 miles East of US 17 on SR 211.
The project is 12.52 acres, composed of 30 lots on Ellis Road and 2 fragmented lots off
Knotts Landing Place with the lots being recorded with the Register of Deeds in the late
1980's and early 1990's. No lot grading will be performed. Ellis Road is silt -sand dirt
road with moderate rutting and erosion. Presently, Ellis Road driving surface and
roadside ditches have no vegetation and with each storm, the easily eroded soils wash
into a pond just south of Ellis Road at Station l 2+50 Rt. On July 24, 2007, the Army
Corps of Engineers defined the pond as U.S. waters and jurisdictional wetlands.
The banks of the jurisdictional pond are rutted and eroding into the pond and steeper than
3 to 1 slopes. A culvert drains the pond under Knotts Landing Place to more
jurisdictional waters. The invert of the outlet culvert is 19.65'. The delineation of the
wetlands (pond) was originally set at 20.0 feet as there is no visible wetlands flora on the
pond banks. The Land Management Group (LMG) recommended the limits of
jurisdiction to be above 20' or somewhere between the top of the bank and the surface
elevation. A letter from Land Management accompanies this narrative. A ground spot
elevation on Knotts Landing Place is 23.52'. Using this as a top of bank elevation and
the permanent pool elevation as 19.75 yields a jurisdictional delineation at approximately
21.7'; we rounded up and used the 22' contour as limits of wetlands.
The project site is moderately denuded with just enough Pine trees and Pine needles to
stabilize off -road areas and a small part of the road right-of-way. The Land Management
Group (LMG) augured 3 soil borings to locate seasonal high groundwater. The entire
project area appears to be on 3 to 4 feet of indigenous fill as indicated by a soil scientist
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AUG 0 7 2007
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locating seasonal high ground water. The pine trees appear to be 25 to 35 years old
growing in the fill, and, with several significant ponds in and adjacent to the project, logic
dictates that spoils excavated from the ponds were used to raise the land. This eliminates
infiltration as a method of stormwater management and the high groundwater excludes
retention ponds as a viable BMP.
This project will bring drinking water from a new connection to a 12" feeder main on SR
211 in an 8 inch line to the lots along Ellis Road. The 8" will be looped to an 8" line in
an adjacent subdivision, RiverSea Plantation. At the intersection of Ellis Road and
Knotts Landing Place, a 6" water line will extend down Knotts Landing which parallels
Ellis Road, and cross private property and re -connect to the 8" line nears its' terminus on
Ellis Road. Sanitary sewer will be collected and conveyed via low pressure mains to a
similar system in the adjacent subdivision, River Sea Plantation. The largest sanitary
sewer pipe is 3 inches. Both utilities are pressure lines, therefore trenches will be shallow
with installation creating minimal land disturbance.
Surfacing courses on Ellis Road will be 8 inches in depth. A roadway profile was set for
an earthwork mass balance by setting profile grade approximately 4 to 6" above original
ground and using the excavated soils to construct shoulders. Shoulder cross slopes will
vary 4% to 8% to conserve soil and edge of shoulder will meet the top of the existing
roadside ditch at approximately existing elevations. With the exception of a few places
where ditch back slopes are steeper than 3:1, roadside ditches will remain at the existing
grade but stabilized with grass. The existing drain pipes will remain and be extended
where required
The flow of stormwater from the project generally goes through the ponds into an un-
named stream for approximately %a mile to the Lockwood Folly River. This section of the
Lockwood Folly River is SC; HQW.
Impervious Area
Ellis Road 1500' x 18' = 27,000 SF
Intersection Returns = 890 SF
27,890 SF
Knotts Landing Place 360' x 18' = 6480 SF
Access ((navel) 151' x 12' = 1812 SF
Intersection Returns 286 SF
2098 SF
Roads,TotalImpervious 27,890 SF
6,480 SF
2,098 SF
36,468 SF

Typical driveways will be 14 foot throats with a 3' flair matching edge of paved road
Driveway impervious area from right of way (R/W) to paved road is 228 SF.
32 Driveways 32 x 228 SF 7296 SF
36,468 SF
7,296 SF
439764 SF or 1.005 Acres
Project Area is 545,500 SF or 12.523 Acres. For low density permitting, 24% allowable
impervious surface equals 130,920 SF or 3.006 Acres. Impervious surface within the
R/W is 43, 764 SF; Allowable impervious surface on lot is the total allowed minus that
in the R/W or 130,920 SF minus 43,764 SF equals 87,156 SF. Divided by 32 lots yields
2,724 SF of impervious surface per lot plus 228 square feet per lot for driveway access to
the lot. All inclusive, each lot will be allowed 2,952 square feet of impervious surface.
Stormwater Treatment
Ellis Road will have 6 foot wide grass shoulders so for stormwater sheet flowing off Ellis
Road, every 9 square feet of impervious surface, there will be 6 square feet of grass
shoulders with slopes varying from 3% to 8%. Stormwater will sheet flow through 6 foot
grass shoulders and then be conveyed through 2,192 lineal feet of grass lines ditches.
Initially, there will be 3032 lineal feet of grass shoulders but as development occurs,
driveway culverts will replace some grass ditch. When fully developed, there will be 30
developed lots with driveways that will require driveway culverts about 28 feet in length.
This will reduce grass ditches by 840 lineal feet or 2192 lineal feet. Another 45 lineal
feet of vegetative ditch will be constructed to convey stormwater through a 30 foot buffer
protecting U.S. jurisdictional waters.
End
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AUG 0 7 2007
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DWQ
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