SW6030701_CURRENT PERMIT_20050502

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW ek3.a
DOC TYPE
CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
41/`%a5�2f��
YYYYMMDD
i

TRANSMISSION VERIFICATION REPORT
TIME
D5/02/' 00@ 13: 35
NAME
NC DENR
FAX
9104860707
TEL
9104333300
SER.0
00NL7N272292
DATE,TIME
05/02 13:32
FAX NO./NAME
18282811449
DURATION
00:03:12
PAGE(S)
12
RESULT
OK
MODE
STANDARD
ECM
va
NCDENR
FAX TRANSMISSION
DENR
FAYETTEVILLE REGIONAL O1=FICE
FAYETTEVILLE, NORTH CAROLINA 28301-5043
VOICE; 910-433.3300
Fax; 910-486-0707
Date:
Pages (including cover): 4z-
Subject:

AVa
NCDENR
FAX TRANSMISSION
DENR
FAYETTEVILLE REGIONAL OFFICE
FAYETTEVILLE, NORTH CAROLINA 28301-5043
VOICE: 910-433.3300
Fax: [phone]
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NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Michael F. Easley, Governor William G. Ross, Jr., Secretary
Alan W, Klimek, P,E., Director
April 13, 2005
Nlr. Jeff Neubaur
and
Mr. Rich Smith
Little River Golf, Inc.
500 Little River Farm Blvd
Carthage, North Carolina 28327
SUBJECT: Permit No. SNN'6030701 (Modification)
Little River Golf Club - Phase 2, (POD A) Condominiums and Club fool
Phased Lore Density Cluster Commercial Development
Stormwater Project
Moore Countv
Dear Sirs:
The Fayetteville Regional Office received a Stormwater Management Permit Application
for Little River Golf Club - Phase 2, (POD A) Condominiums and Club Pool on January 21,
2005. Staff review of the plans and specifications has determined that the project, as proposed,
will comply with the Stomiwater Regulations set forth in Title 15A NCAC 21-1.1000. �Ve are
forwarding (Modified) Permit No. SW6030701, previously issued on November 17, 2003, for
the previous construction of storm�vater treatment facilities associated with Little River Golf
Club -. Phase 1, (POD A) Clubhouse & Lodges and modified to include Phase 2, (.POD A)
Condominiums and Club Pool.
This permit shall be effective from the original date of issuance until November 16, 2013,
and shall be subject to the conditions and limitations as specified therein. Please pay special
attention to the Operation and Maintenance requirements of Item 11.4 of 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 thirty (30) days
following receipt of this permit. This request must be in the form of a written petition,
conforming to Chapter 150B of the North Carolina General Statutes, and tiled with the Office of
Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. Unless such
demands are made, this permit shall be final and binding.
225 Green Street — Suite 714
Fayetteville, Noah Carolina 28301
Phone: [phone] I FAX: [phone]nternel:h2o.enrstate.mus
An Equal Qpport uMylAffirmative Action Employer — 50% Recycledl10% Post Consumer Paper
One
NOrthCarolina
�'Vatutally

Mr. Neubaur
And
Mr. Smith
Date 2
April 13, 2005
If you have any questions, or need additional information concerning this matter, please
contact Nlr. Ricky Revels at [phone], est 720.
Sincerely,
Belinda S. Henson
Regional. Supervisor
Surface Water Protection Section
BSH:RR/rr
cc: Carol Sparks Cleetwood, Town of Carthage - Town Manager
John Kinnaird, P.E., Land Design
Fayetteville Regional Office
Central Files

STATE OF NORTH CAROLINA
DEPARTMENT OF EN\'IRONNIENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
TATE STORi<`[WATER MANAGEMENT PERMIT
LOW DENSITY CLUSTER 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
PEI�-NUSSION 1S HERI?13Y GRANTED TO
Little River Golf, Inc.
1%400re County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with the
provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules") and the
approved stormwater management plans and specifications, and other supporting data as
attached and on file with and approved by the Division of Water Quality and considered a part of'
this permit.
The Permit shall be effective from the date of issuance until November 16, 2013 and shall be
subject to the following specific conditions and limitations:
1. DESIGN STANDANDS
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 on page 3 of this permit, the Project Data Sheet. One ( 1) Wet Detention basin
designed for 90% TSS removal efficiency without effluent filter. The stormwater wet
pond controls have been designed to handle the runoff from 2.50 acres for a total of'
108,900 square feet of impervious area. In .addition runoff from 0.8 acres associated with
construction of sidewalks not associated with a designed collection system for a total of
1 of 9

908 square feet of impervious area. Combined total of 109,808 scl feet or 2.52 acres of
impervious area is approved. The 2.52 acres of impervious area equals 0A 165 %
imperviousness for this 604.96 acre phased low density (E 21%>) cluster development.
3. The stormwater system has been approved for the management of stonnwater runoff as
described on page 4 of this permit, the Project Data Sheet. Two (2) 131oretention areas
designed for 85% TSS removal efficiency. The stormwater bioretention area controls
have been designed to handle the runoff from 1.35 acre imperviousness for a total of'
58,806 square feet of impervious area. The 58,806 square feet or 1.35 acres of'
impervious area is approved. The 1.35 acres of impervious area equals 0.2231 %,
imperiousness for this 604.96 acre phased low density (12%) cluster development.
4. Approved plans and specifications for this project are incorporated by reference and are
enforceable parts of the permit.
4. The tract will be limited to the amount of built -upon area indicated on pages 3 and 4 of
this permit, and per approved plans.
5. The runoff from all built -upon area within the permitted drainage area for the associated
collection system of this project must be directed into the permitted stormwater control
systems. A permit modification must be submitted and approved prior to the construction
of any additional built -upon area associated with any permitted controls.
6. The overall tract built -upon area percentage for this and including all fixture low density
cluster development that is not included in this permit will be limited to 60.6169 acres or
10.02 %, but in no way can exceed 72.5952 acres or no greater than 12.0 %, as required
by Section .1006 (2) of the storm,,vater rules.
7. A minimum 30 foot wide vegetative buffer for development is required along all
perennial waters indicated on the most recent version of U.S.G.S. 1:24,000 (7.5 minute)
scale topographic maps or as determined by local government studies.
S. The built -upon area for future development is limited to a remaining 68.7252 acres.
2 of9

DIVISION OIL WATER QUALITY
PROJECT DESIGN DATA SHEET
Project Name:
Little River Golf Club - Phase 1,
(POD A) Clubhouse & Lodges
Permit NUmber:
SW6030701
Location:
Moore County
Applicant:
Little River Golf, Inc.
Mailing Address:
500 Little River Farm Rd. (Private)
Carthage, NC 28327
Application Date: July 30, 2003
Name of Receiving Stream/Index #: Little River 1 18-23- (1)
Classification of Water Body: WS-111 / HQ`V
If Class SA, chloride sampling results: n/a
Pond Depth, feet: 3.5 feet (permanent pool)
Permanent Pool Elevation, FMSL: 387.0
Drainage Area, acres:
Total Impervious Surfaces, sq ft:
Offsite Area entering Pond, sq ft:
Required Surface Area, sq ft:
Provided Surface Area, sq ft:
Required Storage Volume, tuft:
Provided Storage V0111I11C, ctt.ft:
Temporary Storage Elevation, FMSL
Controlling Orifice:
Required 85% TSS Filter:
4.00
108,900
None, per Engineer
9,056
9,112
10,089
18,068
396.0
1.5" pipe
NIA, System designed for 90% TSS removal.
3 of 9

DIVISION OF
WATER QUALITY
PROJECT DESIGN DATA SHEET
Project Name:
Little River Golf Club - Phase 2,
(POD A) Codominiums and Club Pool
Permit Number:
SW6030701
Location:
Moore County
Applicant:
Little River Golf, Inc.
Nlailing Address:
500 Little River Farm Rd. (Private)
Carthage, NC 28327
Application Date:
January 18, 2005
Name of Receiving Streann/lndex #:
Little River/ 18-23- (1)
Classification of Water Body:
WS-I11 I I-IQW
Bio-Retention Basin Number:
Pool Depth, feet:
Drainage Area, sq ft
Dimensions, L x W x D, ft:
Total Imperious Surface, sq ft:
Offsite Area entering Pond, sq ft:
Required Surface Area, sq ft:
Provided Surface Area, sq ft:
Required Storage VOIL1111e, cu.ft:
Provided Storage Volume, cu.ft:
Draw Down Time, hours:
Minimum Stern Count:
Number of Trees provided:
Number of Shrubs provided:
1
2
0.5
0.5
55,321 of 141,570
52,272 of 141,570
60' x 30'x 4'
58` x 29' x 4'
55,488
42,220
None, per Engineer
None, per Engineer
1.775
1,583
1,800
1,600
7,100
6,332
7,200
6,400
<96.0
<96.0
40
37
13
15
27 (plus Herbacious Cover)
22 (plus lierbacious)
4 of 9

H. SCHEDULE OF C0�1'1PLIANCE
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.
During construction, erosion steali be kept to a minimum and any eroded areas of the
system will be repaired immediately.
The pennittee. shall at all times provide the operation and maintenance necessary to
assure the permitted stormwater system functions 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.
e. Mowing, and revegetating of side slopes.
d. Immediate repair of eroded areas.
C. Maintenance of side slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of outlet structure; orifice device and catch basins
and piping.
g. Access to the outlet structure must be available at al] times.
h. The wet detention pond for Little River Golf Club - Phase I, (POD A) Clubhouse
& Lodges, Permit No. SW6030701 was designed to reprove 90% TSS, therefore a
vegetated filter was not required.
i. The (2) Bioretention areas for Little River Golf'Club Phase 2, (POD A)
Condominunis and Club Pool. under Modified Permit No. SW603070I was designed
to remove 85% TSS.
4. Records of maintenance activities must be kept and made available upon request to
authorized personnel of DNNIQ. The records will indicate the date, activity, name of
person performing the work and what actions were taken.
Decorative spray fountains will not be allowed in the stormwater treatment system.
The facilities shall be constructed as shown on the approved plans. This permit shall
become voidable unless the facilities are constructed in accordance with the conditions of
this permit, the approved plans and specifications, and other supporting data.
Upon completion of construction, prior to issuance of a Certificate of Occupancy, 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.
If 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.
5 of

9. A modification must be permitted prior to any construction. The following items will
require a modification to the permit. The Director may determine that other revisions to
the project should require a modification to the permit:
a. Any revision to the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d, lZedesign or addition to the approved amount of built -upon area.
e. Further subdivision, acquisition, or sale of the project area. The project area is
defined as all property owned by the permittee, for which Sedimentation and
Erosion Control Plan approval was sought.
f. Filling in, altering, or piping of' ally vegetative conveyance Shown on the
approved plan.
10. A copy of the approved plans and specifications shall be maintained on file by the
Permittee for it minimum of ten years from the date of the completion of construction.
11. The permittee shall submit final site layout and grading plans for any permitted future
areas shown on the approved plans, prior to construction. If the proposed BUA exceeds
the permitted amount, a modification to the permit must be submitted and approved prior
to construction.
12. Prior to the sale of any portion of the property, an accesslmaintenancc easement to the
stormwater facilities shall be granted in favor of the permittee if access to the stormwater
facilities will be restricted by the sale of any portion of the property.
13. The permittee is responsible for verifying that the proposed built -upon area does not
exceed the allowable built -upon area.
14. 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 of modifying the site to
meet minimum requirements. The permittee shall provide copies of revised plans and
certification in writing to the Director that the changes have been made.
15. The permittee shall notify the Division of any name, ownership or mailing address
changes within 30 days.
III. GENERAL CONDITIONS
This permit is not transferable. In the event there is a desire for the facilities to change
ownership, or there is a name change of the Permittee, a formal permit request must be
submitted to the Division of Water Quality accompanied by an application fee,
documentation from the parties involved, and other supporting materials as may be
appropriate. The approval of this request will be considered on its merits and may or may
not be approved. ,
Failure to abide by the conditions and limitations contained in this permit may subject the
6 of

Permittee to an enforcement action by the Division of Water Quality, in accordance with
North Carolina General Statutes 143-215.6A to 143-215.6C.
3. The issuance of this permit does not preclude the Perrnittee 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.
4. 111 the event that the facilities fail to perform satisfactorily, including the creation of'
nuisance conditions, the Permittee shall take immediate corrective action, including those
as may be required by this Division; such as the construction of additional or replacement
stormwater management systems.
The permittee grants DENR Staff permission to enter the property for the purpose of
inspecting all components of the permitted stonnwater management facility.
The permit may be modified, revoked and reissued or terminated for cause. The filing of'
a request for a permit modification, revocation and reissuance or tennination does not
stay any pen -nit condition.
7. Unless specified elsewhere, permanent seeding requirements for the stormwater control
must follow the guidelines established in the North Carolina Erosion and Sediment
Control Planning and Design Manual.
Permit modified this the 13th day of'April, 2005.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMIMISSION
�Alaii Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW6030701
7 of 9

Little River Golf, Inc
Stormvater Permit No. SW6030701
Moore County
Designer's Certification
1 , as a duly registered In
the State of North Carolina, having been authorized to observe (periodicallyhveekly/full time)
the construction of the project,
(Project)
for (Project Owner) hereby state that, to the best of -my
abilities, due care and diligence was used in the observation of the project construction such that
the construction was obsmed 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 included in the Certification,
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
8 of 9
SEAL

Certification Requirements:
—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. The outlet/bypass structure elevations are per the approved plan.
5. The outlet structure is located per the approved plans.
_6. Trash rack is provided on the outlet/bypass structure.
—7. All slopes are grassed with permanent vegetation.
S. Vegetated slopes are no steeper than 3:1.
—9. The inlets are located per the approved plans and do not cause short-circuiting of'thc
system.
10. The permitted amounts of surface area and/or volume have been provided.
_1 1. Required drawdown devices are correctly sized per the approved plans.
_ 12. All required design depths are provided.
_13. Alf required parts of the system are provided, such as a vegetated shelf, and a forebay.
_14. The overall dimensions of the system, as shorn on the approved plans, are provided.
cc: NCDENR-DWQ Regional Office
Mielissa Carter, Town of Carthage - Clerk/Zoning Administrator
NCDENR/ DWQ/Fayetteville Regional Office
9 of 9

OFFICE USE ONLY
Date Received
Fee Paid
Permit. Number
it —
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
JAN 2 12005
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Little River Farm Properties, LLC
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Mr. Rich Smith
3. Mailing Address for person listed in item 2 above:
500 Little River Road
City: Carthage State: NC zip: 28327
Telephone Number: { 910 } 949.4600
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Little River Farm Golf Club
Phase 2 Condominiums and Club Pool
5. Location of Project (street address):
Little River Farm Blvd
City: Carthage County: Moore
6. Directions to project (from nearest major intersection):
From Intersection of Hwy 151501 and Hwy 22, Head South on 15/501; 1.5 miles take a
left onto Little River Farm Blvd
7. Latitude: 35.2800 - N Longitude: 79.4200 - W of project
8. Contact person who can answer questions about the project:
Name: John Kinnaird Telephone Number:
U. PERMIT INFORMATION:
1. Specify whether project is (check one): New Renewal
Form SWU-101 Version 3.99
Page 1 of
828 ) 281.1447
�-/ Modification

L
2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number and its issue date (if known)
3. Specify the type of project(check one):
Low Densityy/High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
_CAMA Major � Sedimentation/Erosion Control �404/401 Permit. �NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
I. In the space provided below, summarize how storrnwater will be treated. Also attach a detailed narrative
(one to two pages) describing storrnwater management for the project,
All stormwater for improved areas will be treated using Bio-Filters to obtain 85% TSS removal
2. Stormwater runoff from this project drains to the Little River
3. Total Project Area: 3.25 acres
5. How many drainage areas does the project have? 1
River basin.
4. Project Built. Upon Area: 41.2 %
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 the information for each area provided in the same format as below.
Basin information
Drainage Area 1
Drainage Area 2
Receiving Stream Name
Little River
Receiving Stream Class
WS-111. HQW
Drainage Area
3.25
Existing Impervious` Area
Q
Proposed Impervious*Area
1.35
% Impervious" Area (total)
41.2
Impervious' Surface Area
Drainage Area 1
Drainage Area 2
On -site Buildings
0.44
On -site Streets
0
On -site Parking
0.53
On -site Sidewalks
0.10
Other on -site
0.28
Off -site
0
Total:1.35
Total:
* Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version 3.99
Page 2 of 4

7. How was the off -site impervious area listed above derived? Using AutoCAD to define the perimeters
of impervious area.
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
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 lot must be provided as an attachment.
1. The following covenants are intended to ensure ongoing compliance with state stormwater management permit number
SW6030701 as issued by the Division of Water Quality. These covenants may not be
changed or deleted without the consent of the State.
2. No more thanzefo additional square feet of any lot shall be covered by structures or impervious materials.
Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material but do not include wood
decking or the water surface of swimming pools. Land owned by the condominium association shall have no additional built -upon area.
3. Swales shall not be filled in, piped, or altered except as necessary to provide driveway crossings.
4. Built -upon area in excess of the permitted amount requires a state stormwater management permit modification prior to
construction.
5. All permitted runoff from outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be performed in a manner that maintains the integrity
and performance 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, that the covenants will be binding on all parties and persons
clairning, under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the Stale, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement for►n(s) listed 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.
Form SWU-102
Wet Detention Basin Supplement
Form SWU-103
Infiltration Basin Supplement
Form SWU-104
Low Density Supplement
Form SWU-105
Curb Outlet System Supplement
Form SWU-106
Off -Site System Supplement
Form SWU-107
Underground Infiltration Trench Supplement
Form SWU-108
Neuse River Basin Supplement
Form SWU-109
Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99 Page 3 of

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
1. Please indicate that you have provided the following required information by initiating in the space provided
next to each item.
Initials
• Original and one copy of the Stormwater Management Permit Application Form JK
• One copy of the applicable Supplement Form(s) for each BMP JK
• Permit application processing fee of $420 (payable to NCDENR) JK
• Detailed narrative description of stormwater treatment/management J.K
• Two copies of plans and specifications, including: J.K
Development/Project name
Engineer and firm
-Legend
North arrow
Scale
Revision number & date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm): LandDesign, Inc - John Kinnaird
Mailing Address: 8 Garfield St.; Suite C
City: Asheville State: NC Zip:28803
Phone: L828 ) 281-1447
VilI. APPLICANT'S CERTIFICATION
Fax: ( 828 ) 281-1449
1, (print or type name ofperson listed in General Information, item 2) Rich Smith
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective Ti enanLs will be recorded, and that the proposed project complies with the requirements of 15A
NCAC 21-1.1000 /
Signature:
Form SWU-101 Version 3.99 Page 4 of 4
Date: I lglo

State of North Carolina
Department of Environment and Natural Resources
Division of Water Qualit
_. " w 41V
Y h' Q
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
L GENERAL INFORMATION
Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Little River Farm Properties, LLC
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Mr. Rich Smith
3. Mailing Address for person listed in item 2 above:
500 Little River Road
City: Carthage State: NC Zip: 28327
Telephone Number: ( 910 } 949.4600
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Little River Farm Golf Club
Phase 2 Condominiums and Club Pool
5, Location of Project (street address):
Little River Farm Blvd
City: Carthage County: Moore
6. Directions to project (from nearest major intersection):
From Intersection of Hwy 15/ 501 and Hwy 22, Head South on 15/501; 1.5 miles take a
left onto Little River Farm Blvd
7. Latitude: 35.280Q..- N Longitude: 79.4200 - W of project
8. Contact person who can answer questions about the project:
Name: John Kinnaird Telephone Number:
IL PERMIT INFORMATION: Y
1. Specify whether project is (check one): New Renewal
828 1 281.1447
Modificai ion
Form SWU-101 Version 3.99 Page] of4

r 2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number and its issue date (if known)
3. Specify the type of project heck one):
Low Density High Density Redevelop General Permit Other
4. Additional Project R7%edimentation/Crosion
ements (check applicable blanks):
CAMA Major Control 404/401 Permit NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-674&
IIl, PROJECT INFORMATION
1. In 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.
All stormwater for improved areas will be treated using Bio-Filters to obtain 85% TSS removal
2. Stormwater runoff from this project drains to the Little River
3. Total Project Area: 3.25 acres
5. I -low many drainage areas does the project have? 1
River basin.
4. Project Built Upon Area: 41.2
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 the information for each area provided in the same format as below.
Basin Information I
Drainage Area 1
Drainage Area 2
Receiving Stream Name
Little River
Receiving Stream Ciass
WS-11 1, HQW
Drainage Area
3.25
Existing Impervious* Area
0
Proposed Impervious*Area
1.35
% Impervious* Area (total)
41.2
Impervious* Surface Area
Drainage Area 1
Drainage Area 2
On -site Buildings
0.44
On -site Streets
0
On -site Parking
0.53
On -site Sidewalks
0.10
Other on -site
0.28
Off -site
0
Total:1.35
Total:
* Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version 3.99 Page 2 of

7. How was the off -site impervious area listed above derived? Using AutoCAD to define the perimeters
of impervious area.
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
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 lot must be provided as an attachment.
The following covenants are intended to ensure ongoing compliance with state stormwater management permit number
as issued by the Division of Water Quality. These covenants may not be
changed or deleted without the consent of the State.
2. No more than square feet of any lot shall be covered by structures or impervious materials.
Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material but do not include wood
decking or the water surface of swimming pools.
3. Swales shall not be filled in, piped, or altered except as necessary to provide driveway crossings.
4. Built -upon area in excess of the permitted amount requires a state storrnwater management permit modification prior to
Construction.
5. All permitted runoff from outparcels or future development shall be directed into the permitted storm water control
system. These connections to the stormwater control system shall be performed in a manner that maintains the integrity
and performance 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, that the covenants will be binding on all parties and persons
claiming under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed 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.
Form SWU-102
Wet Detention Basin Supplement
Form SWU-103
Infiltration Basin Supplement
Form SWU-104
Low Density Supplement
Form SWU-105
Curb Outlet System Supplement
Form SWU-106
Off -Site System Supplement
Form SWU-107
Underground Infiltration Trench Supplement
Form SWU-108
Neuse River Basin Supplement
Form SWU-109
Innovative Best Management Practice Supplement
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VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
Initials
• Original and one copy of the Stormwater Management Permit Application Form
• One copy of the applicable Supplement Form(s) for each BMP
• Permit application processing fee of $420 (payable to NCDENR)
• Detailed narrative description of Stormwater treatment/management
• Two copies of plans and specifications, including:
- Development/Project name
- Engineer and firm
-Legend
- North arrow
Scale
Revision number & date
Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
Details of roads, drainage features, collection systems, and stormwater control measures
Wetlands delineated, or a note on plans that none exist
Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
Drainage areas delineated
- Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm): LandDesign, Inc - John Kinnaird
Mailing Address: 8 Garfield St.; Suite C
City: Asheville State: NC Zip:28803
Phone: ( 828 ) 281-1447 Fax: (�828 ) 281-1449 T
VIII. APPLICANT'S CERTIFICATION
I, (print or type narne of person listed in General Information, itern 2) Rich Smith
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of 15A
NCAC 21-1 1000
Signature: Y% b etz_ Date:
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