SW6030701_HISTORICAL FILE_20050413

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW k&qz,�2.z
DOC TYPE
El CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
DOC DATE
'l
YYYYMMDD�

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
Mr. Jeff Neubaur
and
Mr. Rich Smith
Little River Golf, Inc.
500 Little River Farm Blvd
Carthage, North Carolina 28327
SUBJECT: Permit No. SW6030701 (Modification)
Little River Golf Club - Phase 2, (POD A) Condominiums and Club Pool
Phased Low Density Cluster Commercial Development
Stormwater Project
Moore County
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 Stormwater Regulations set forth in Title 15A NCAC 2.H.1000. We are
forwarding (Modified) Permit No. SW6030701, previously issued on November 17, 2003, for
the previous construction of stormwater treatment facilities associated with Little River Golf
Club - Phase I, (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 II.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 filed 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, North Carolina 28301
Phone: [phone] I FAX: [phone]nternet:h2o.enr.state.nc.us
An Equal Opportunity/Affirmative Action Employer — 50% Recycled110% Post Consumer Paper
NorthCarolina
;Vatilrally

Mr. Neubaur
And
Mr. Smith
Date 2
April 13, 2005
If you have any questions, or need additional information concerning this matter, please
contact Mr. Ricky Revels at [phone], ext 720.
Sincerely,
Belinda S. Henson
Regional Supervisor
Surface Water Protection Section
B S H: R.RIrr
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 ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORNIWATER 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
PERMISSION IS HEREBY GRANTED TO
Little River Golf, Inc.
Moore 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 "storyrnt ater rules") and the
approved stornnvater 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.
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
constriction of sidewalks not associated with a designed collection system for a total of
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908 square feet of impervious area. Combined total of 109,808 sq feet or 2.52 acres of
impervious area is approved. The 2.52 acres of impervious area equals 0.4165 %
imperviousness for this 604.96 acre phased low density (12%) cluster development.
3. The stormwater system has been approved for the management of stormwater runoff as
described on page 4 of this permit, the Project Data Sheet. Two (2) Bioretention 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.
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 future 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 stormwater 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.&S. 1:24,000 (7.5 minute)
scale topographic maps or as determined by local government studies.
The built -upon area for future development is limited to a remaining 68.7252 acres.
2 of

DIVISION OF WATER QUALITY
PROJECT DESIGN DATA SHEET
Project Name: Little River Golf Club - Phase I,
(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 / 18-23- (1)
Classification of Water Body:
WS-Ili / HQW
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:
4.00
Total Impervious Surfaces, sq ft:
108,900
Offsite Area entering Pond, sq ft:
None, per Engineer
Required Surface Area, sq ft:
9,056
Provided Surface Area, sq ft:
9,112
Required Storage Volume, cu.ft:
10,089
Provided Storage Volume, cu.ft:
18,068
Temporary Storage Elevation, FMSL:
396.0
Controlling Orifice:
1.5" pipe
Required 85% TSS Filter:
N/A, 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.
Mailing Address:
500 Little River Farm Rd. (Private)
Carthage, NC 28327
Application Date:
January 18, 2005
Name of Receiving Stream/Index #:
Little River/ 18-23- (1)
Classification of Water Body:
WS-III 1 HQW
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 Volume, cu.ft:
Provided Storage Volume, cu.ft:
Draw Down Time, hours:
Minimum Stem 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 Herbacious)
4 of 9

11. SCHEDULE OF COMPLIANCE
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.
2. During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaired immediately.
The permittee 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.
C. Mowing, and revegetating 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 outlet structure, orifice device and catch basins
and piping.
g. Access to the outlet structure must be available at all times.
h. The wet detention pond for Little River Golf Club - Phase I, (POI) A) Clubhouse
& Lodges, Permit No. SW6030701 was designed to remove 90%, TSS, therefore a
In
vegetated filter was not required.
i. The (2) Bioretention areas for Little River Golf Club — Phase 2, (POD A)
Condominums and Club Pool, under Modified Permit No. SW6030701 was designed
to remove 85% TSS.
4. 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.
Decorative spray fountains will not be allowed in the stormwater treatment system.
6. 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.
7. 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 Ind
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

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. Redesign 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 any 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 a 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 access/maintenance 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.
II1. GENERA-1L 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.
2. Failure to abide by the conditions and limitations contained in this permit may subject the
6of9

i
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.
The issuance of this permit does not preclude the 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.
4. In 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.
5. The permittee grants DENR Staff permission to enter the property for the purpose of
inspecting all components of the permitted stormwater management facility.
6. The permit may be modified, revoked and reissued or terminated for cause. The filing of
a request for a permit modification, revocation and reissuancc or termination does not
stay any permit condition.
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.
Pcrnlit modified this the 13th day of April, 2005.
NORTH CAROLINA ENVIRONMENTAL. MANAGEMENT COMMISSION
Alan 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
Stormwater Permit No. SW6030701
Moore County
Designer's Certification
T , as a duly registered In
the State of North Carolina, having been authorized to observe (periodically/weekly/full tinge)
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 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 included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
8 of
SEAL

Certification Requirements:
l . 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.
b. Trash rack is provided on the outlet/bypass structure.
—7. All slopes are grassed with permanent vegetation.
_8. Vegetated slopes are no steeper than 3:1.
9. The inlets are located per the approved plans and do not cause short-eircuiting of the
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. All required parts of the system are provided, such as a vegetated shelf, and a forebay.
_14. The overall dimensions of the system, as shown on the approved plans, are provided.
cc: NCDENR-DWQ Regional Office
Mielissa Carter, Town of Carthage - Clerk/Zoning Administrator
NCDENR/ DWQ/ ayetteville Regional Office
9of9

Deposit #: FROO12
Batch #: PR2005022501
Account #
435100095
Deposit Log Details
02/25/05
Date: 02/25/05 Name: Ricky Revels Fiscal Year: 2004 Page #: 1
Date: 02/25/05 Name: Ricky Revels
Company Center Account Description Account Total
1602 2341 Permit & SOC Application and Annual Fees $420.00
Batch Total: $420.00
Account # company Center Account Description Account Total
435100095 1602 .- 2341 Permit & SOC Application and Annual Fees $420.00
. ' . Deposit Total: $420;00
olo—
P�6"'ed Dpvel�P r

Batch Number: PR2005022501
Check Number Amount Name
Maintain Batch Details 02125/05
Page #: 1
Created Date: 02/25/05 Created By: Ricky Revels
Payor Payment Processed Check Date Invoice Number
Method pate
009834 $420.00 SW6030701 - Little River Golf Inc - Little River Little River Golf, Inc. Check 02/25/05 2005PR001755
Golf Club
Payment Method Batch Totals # Batch Items
Check $420.00 1
Batch Totals: $420.00 1

Transmittal
LandDesign. urban design planning lan Fcc- 'pd-,Ir 'il ecture
I64 N.W. Broad Street - Southern Nines, NC 28387 JAN 2 12005
Phone: (910)fi92-2788/Fax: [phone]fi 11111
TO: DATE 1/19/2005
6.i V It�
Ricky Revels
Division of Water Quality
NCDENR
225 Green Street
Suite 714
Fayetteville NC 28301
CARBON COPIES:
WE ARE SENDING:
Drawings
Specifications
X Applications
Fees
Redlines
Diskette/CD
Other
PROJECTNAMI?
PROJECT #
# PAGI-"S
BUS. 131-IONE
BUS. FAX
BUS. M01311,1
Little River Farm Phase II Condos
5004079
910-486-1541
941-486-0707
VIA:
Mail
Fax
Courier
UPS
X FedEx
Hand Delivery
Pick Up
Email
PURPOSE:
X Approval
Your Use
Your Information
Review I Comment
Your Request
Signature
QUANTITY
ITEM DESCRIPTION
1
8.5X1 l
Stormwater Permit Application
NOTES
Enclosed is the Stormwater Permit Application. If you have any questions, please contact me
FROM: Brent Martin PinehurstNC kap
Washington DC Tampa FL Asheville NC Pinehurst NC Charlotte NC Nashville TN Beijing PR
❑'this document was delivured via FAX, the accompanying transmission contains confidential information intended only for the use of the individual o['the entity mimed above. [fyou are not the
intended recipient, you are hereby notified that any disclosure, copying, distribution or the taking orany action in reliance on the contents of this racsimile information is strictly prohibited. If you have
received this FAX in error, pease immediately notify us by telephone to arrange for disposition or return of the documents to us.

JAN-19-2005(IJED) 10:03
LANDDESI6N INC PINEHURST (FAX)910 692 2906 P.001/005
FAX COVER
Land Dew , urban deign planning dvil cngintering land=pc archl emre
TO:
CC:
FRC
RE:
PROJECT NAME,
PROJECT #;
FAX #:
Am
# OF PAGES (Including cover): V
If this document was delivered via FAX, the accompanying transmission contains confldontial information Intended only for the use for
the individual of the entity named abova. It you are not the Intended recipient, you are hereby notified that any disclosure, copying.
distribution or tho taking of any action In reliance an the contents of this facsimile Information Is strictly prohibited. if you have resolved
this FAX In error, please immediately notify us by telephone to arrange for disposition or return of the documents to us.

JAIL-19-2005(WED) 10:03 LRNDDESIGN INC PINEHURST (FAX)910 692 2906 P,002/005
OFFTCE USE ONLY
Dalu Ruceilwud Fee Pald Permit Numbnr
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be pholowpied rar use as an original
L GENERAL INFORMATION
1. Applicants name (specify the namz of the corporation. indlviduaL etc who owns the project):
Little River Farm Prcpertles, LLC
2, Print Owner/Signing OMclal's name and ddc (person legally responsible for facUity and comptlancc):
Mr. Rich Smith
3. Mailing Address for person listed In Item 2 above:
500 Little River Road
CIT Carthage S rc: NC Zip: 28327
Telephone Nurnl-mr. ( 910 L949-4600
4. Project Name (subdivision, faclllty, or establlghment name - should be consis[entwlth project name on plans,
specifications. Ittterri, operation and maintenance agreements. etc,):
Little River Farm Golf Club
Phase 2 Condominiums and Club Pool
5. Location of Project (street address):
Little River Faun Blvd
City: Carthage County, Moore
G. 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. Latitudc:�(ZO.-.N Longltude: 79.4200 - W of project
S. Contact person who can ar marer questions about the project
Name: John Knnalyd Telephone Number. i 828 ) 281.1447
0
PERMIT INFORMATION: f
1. Specify whether project is (check one):
U ModlfimtInn
New
Form SWOT-i [Il Vcr.[ion 3.99 Pugc 1 of
_ --Renewal
`

JRN-19-2005(WEO) 10:03 LAN170E5IGN iNC PINEi1URST (FRX)910 692 2906 P.003/005
2. If thLS app11cadon Is being submitted as the result of a rcnrwal or modification to an existing permit, USE the
cxlsting permit number and its Issue date (if known)­
3. Specify the rypc of project check one):
Law Dens lry � H1gh DrsisIry Redevelop _General Permit Other
4. Additional Project Requirements (check applicable bltanks):
—LAMA Major _LSedlmcnaadon/Erasion Control __404/40l Permlt _NPDCS Siormwatcr
Informatlon on required state permits can be obtained by contacting the Customer Service Center at
1-6TT-623-6T48,
M. PROJECT INFORMATTON
1. In the space provided below, summarize how stormwater will be heated. Also attach a deWled narrative
(one to two pages) describing storrn%rater management for the project.
All stormwater for improved areas will bs treated using Bio-Filters to obtain 85% TSS removal
2. Stormwater runoff from this project drains to the Little River River basin.
3. Total Project Area: 3.25 :acres
S. i-low many drainage :areas does the project have?1
4. Project Built Upon Area: 41.2 76
G. Complete the following information for each drainage area. JI there are more than two drbinaige areas In the
project. attach an addidonal sheet with the Informadon for each area provided In the same format as below.
Basin Informatlon
Drainage Area 1
Drainage Area 2
RecelvingStream Name
Little River
Receiving Stream Class
WS-111: HQW
Drainage Area
3.25
Existing Impervious Area
0
Proposed Im ervlous'Area
1.35
% Impervious' Arcs (towl)
41.2
Tmpervfous- Surface Area
Drainage Area 1
Drainage Area 2
On -site Buildings
0.44
On.sltc Streets
0
On -site Parking
0_53
On -site Sidewalks
0.10
Other on -site
028
Off sit,
0
Total:1.35
Total:
Irnpwvlous area 1s defined as the bu11t upon am Including but not limlted to, buildings, midi, parldng arms.
sldem lkx gr wJ arras, etc
norm S U-1a1 Vcruion 3.9s Pugr z ora

JAN-19-2005(WED) 10:03 LANDDESIGN IN[ PINEHURST (FAX)910 692 2906 P.004I005
7. l-lowvans the off slte Impervious area listed above derived? Using AutoCAD to define the pedmeters
of Impervious area.
M DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following Imlicized deed resulctlons and protective covenants are required to be recorded for all
subdivisions, outparceLs and future dava:lopmen t prior to the sale of any lot. If lot sixes vary+ significantly. a table
listing each lot number. size and the allowable built -upon area for each lat must be provided as an attachmeriL
1. The 1allowin covenants arc intended to ensure ongoing compliance with state stormwutrr managerrirnt permit number
_ w9pan Q1... w hisu&i by the Division or Water Quality. These covenants may
changed or deleted without die consent of the State.
2. No morer-hanzero additional square fcet arany lot shaft be covered by srmcttirts nr lmnervlaus mutaials.
Impervious materials Include zphalr, gmvcl, concrete, brick, stone, slate or similar material but do not Include wood
decidng dr rhea "ter surface orswlrnmbng pools. Land owned by the condominium assodallon shalt have no addltlanal bulls -upon amn.
3. Swules shrill not be Alive! 4 piped ar altered except as necessary to provide driveway crossings,
4. Duns upon area In excess orthe permitted amountrequlrm a state stormwater management permit modification prior to
construction.
5. All permitted runoff from outpartrls or future development s mall be directed Into the permitted stormwater control
system. These connections to the stormw+vater control system shed] be performed In a manner that mainuft theIntegrlty
and perforrnance ortbe v.%ecm as permitted
By your signature below, you certify that the rKorded deed restrictions and protective covenants for this project
shall Include all the applicable items required above, that the covenants will be binding an all parties and persons
claiming under them. that they will ruts with the land, that the required covenants cannot be changed or deleted
without concurrence from the Sate, and that they will be recorded prior to the sale of any loL 1.
V. SUPPLEMENT FORMS
nie applicable state stormwaier management permit supplement form(s) listed below must be submitted for each
1IMP specified for this, project. Contact the Storinwater and Ceneral Permits Unit at [phone] for the status
and availability of these forms.
Form SWU•102
Wet Detention Basin Supplement
Forth SW U.103
Infiltration Basin Supplement
Form SWU-104
Low Density Supplement
Form SWU-105
Curb Outlet System Supplement
Form SWU-106
Off -Site System Supplement
Farm SWU-107
Underground Infiltration Trench Supplement
Form SWU•108
Neuse River Basin Supplement
Form SM-109.
._InnmmtivLBest-Managemerit-PracticeSupplement
Form SWCI 101 Version 3.99 Page 3 nf4

JAN-19-2005(WEO) 10:03 LANOOESIGN IN[ PINEHURST (FAX)910 692 2906 P.005/005
. . ,
VL SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Qualiiry (DWQ).
A anmpicte package includes ail of the items listed below. The complete application package should be
submitted to die appropriate DWQ Regional Of>Ilce.
1. PIe;ase indicate that you have provided the following required information by initialing in the space provided
next to each Item.
1n1t1als
Original and one copy of the St,ormwater Management Permit Applicatlon Form JK
• One copy of the applicable Supplement Form (s) for each $MP - -.--JK.
• Permit application processing fee of $420 (payable to NCDENR) J&�
• Deralled narrative description of stormwater treatmenrhnanagement. JK
• Two copies of plans and specification. Including, JK
- DevelopmenL/Project name
- Engineer and firm
- Legend
- North arrow
- Scale
- Revision number & date
- Mean high water lint
• Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
• Orlpinal contours, proposed contours. Spot elevations, flnishtd floor elevations
- Details of roads, drainage Features, collection system, and stormwater control measures'
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off site), drainage easements, pipe suss, runoff calculations
- Drainage areas delineated
- Vcgcratcd buffers (where required)
VIL AGENT AUTHORIZATION
Tf you wish ro designate authority to another Individual or cheer so that they may provide Information on your
behalf, please complete this sectlon.
Designated agent (Individual or firm): LandOesign, Inc- John Kinnaird
Mailing Address: 8 Garfield Sty Suite C
Clty...Asheville State: NC _ Zip.,28803
Phone: ,( 9213 1 _281-1447 Fax (_828—J_281-
VnL APPLICANTS CERTIFICATION
L (print or type name ofperson listied in General Inlurmtlon, it= 2) Rich Smith
certify that the Information included on this permit application form is, to the best army knowledge, correct and
that the project will be constructed In conformance with the approved plans, that the required deed restrictions
and prat wive enants wizl;
, and that the proposed project complies wlth the requirements of ISA
.NC1C2H.1D0 , ._..... Signature:Daw i
Form SWU-lot Version 3.99 Page 4 of 4

OFFICE USE ONLY
Date Received Fee Paid Permit Number
M1c-i 5'
State of North Carolina J�
Department of Environment and Natural Resources N j 1/ 2005
Division of Water Quality L) qQ
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
Telephone Number: 910 ) 949.4600
State: NC
zip: 28327
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
1«iFs>n;' tz+;3tOR1GiNAlGCH K'HA`�I;LQi«ORi^p'BACKQROUNfhRRi[tTirDONtC1! CA!~RF,A . IVEiPARERt SEE:BACK16A4 MILS?iwa'11,1
1 � i
r'LITTLE RIVER GOLF, IN
5,00 LITTLE RIVER FARMsi
yiTCARTHAGE, NC 28327
w
• •4• •
BRANCH BANKING AND TRUST COMPANY
CARTHAGE, NC 28327'
66-112/0531 1 / 12/2005
PAY TO THE NCDENR **420.00
ORDER OF c
Four Hundred Twenty and 001100*********************************s*•*******************«******************�
DOLiARS
NCDENR
MEMO soil & errosion control-39 lots —"— — —

101 Version 3.99 Page 1 of4

Transmittal
LandDesi&m. urban design planning landscape architecture
164 N. W, Broad Street - Southern Pines, NC 28387
Phone: [phone]Fax: [phone]
TO:
Ricky Revels
Division of Water Quality
�` i y-° Y aj��i
��`��" p®
JAN 1 u 1Qz
DATE
PROJECTNAME
PROJECT #
1/17/2005
Little River Farm Phase 11 Condos
5004079
NCDENR
DW Q
# PAGES
1
225 Green Street
Suite 714
BUS. PHONE
910-486-1541
BUS. FAX
941-486-0707
Fayetteville
NC 28301
BUS. MOBILE
CARBON COPIES:
WE
ARE
SENDING:
VIA:
PURPOSE:
Mail
Approval
RXDrawings
Specifications
Fax
X Your Use
Applications
i
Courier
Your Information
Fees
UPS
Review / Comment
Redlines
X
Fed Ex
Your Request
Diskette/CD
Hand Delivery
Signature
Other
Pick Up
X
Email
QUANTITY ITEM
DESCRIPTION
2
24X36
Little River Phase 11 Condos & Club Pool
I
8.5XI I
Stormwater permit application forms
I
check
2
8.5X11
Drainage and Erosion Control Narratives
NOTES
Enclosed please find a check, Stormwater permit application forms, Drainage and Erosion Control
Narratives and drawings of Little River Farm Phase II Condos and Club Pool. If you have any
questions, please call.
FROM: Brent Martin Pinehurst NC kap
Washington DC 'Pampa FL Asheville NC Pinehurst NC Charlotte NC Nashville TN Beijing PR
If this document was delivued via FAX, the accompanying transmission contaim confidential inforrnation intended only for the use of the individual of rho entity mined above If you are not the
intcndod rM piax, you are hereby notified that any disclosure, copying, dstobui ion or the taking of any action in reliance on the cons nts of this facsimile inrormation is strictly prohibited, If you have
received this FAX in error, please immediately notify us by telephone to arrange for dsposilion or return of the documents to us

IGNITED STATES POSTAL SERVICE
First -Class Mail
Postage & Fees Paid
USPS
Permit No. G-10
roSender: Please print your name, address, an7th1s R RICKY REVELS
NC DENR - DWQ225 GREEN ST - SUITE 714FAYETTEVILLE NC 28301-5043
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PS I'Dan r r

-:i-
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
January 6, 2005
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Rich Smith
Little River Farm Properties LLC
500 Little River Road
Carthage, NC 28327
SUBJECT: REQUEST FOR NOTIFICATION
Little River Farm Golf Club Ph 2 Condo & Club Pool
Stormwater Project
Moore County, NC
Dear Mr. Smith:
William G. Ross, Jr., Secretary
Alan W. Klimek, P.E., Director
On or after December 20, 2004, the Fayetteville Regional Office received a copy of the Approved Erosion Control Plan for Little River
Farm Golf Club Ph 2 Condo & Club Pool. State regulations 15A NCAC 2H.1000 requires any project that is required to obtain an Erosion and
Sedimentation Control Plan approval, to apply for a Stormwater Management Permit. In order to determine if a Stormwater Management Permit
will be required for this project, the classification of and distance from the receiving waters must be verified by this Office. Please return the
attached classification request form with a copy of that portion of the USGS quad sheet with the project and the closest downslope named
receiving waters clearly noted.
A Stormwater Management Permit Application, fee, and supporting information will be required if this project is either draining to an
Outstanding Resource Water or within 1 mile of and draining to a High Quality Water. Projects that drain to Water Supply Watersheds must be
reviewed and/or receive approval for impervious surface allocations to be signed by the local governing authority for compliance.
Please be advised that construction of any built -upon areas prior to receipt of a Stormwater Management Permit (if required) will be a
violation of North Carolina General Statutes.
Please note that the information requested must be received within 30-days receipt, or construction may experience a subsequent
delay. Please reference the subject project information above on all correspondences. If you have any questions, please call me at (910)
486-1541.
Sincerely,
g4 14-2e—.
Ricky Revels
Environmental Technician V
Attachment
cc: Carol Cletwood, Town Manager - Carthage, NC
Jonathan S. Thomas, Moore Co. Building Inspections
225 Green Street - Suite 714
Fayetteville, North Carolina 28301
Phone: [phone] FAX: [phone] Internet: h2o.enr.state.nc.us
An Equal Opportunity/Affirmative Action Employer - 50% Recycledl10% Post Consumer Paper
None
rthCarofina
Naturally

i
North Carolina
Department of Environment and Natural Resources
Division of Water Quality
WATER QUALITY CLASSIFICATION REQUEST FORM
This form may be photocopied for use as an original.
I. PROJECT INFORMATION
In order to determine whether a State Stormwater Management Permit wii] be required for a
project in High Quality Water (HQW's) and Outstanding Resources Water's (ORW's), the classification
of the closest downslope surface waters (the surface waters that any sheet flow or overflow from the
project would flow toward) must be determined, it is required that the same authorized person that
obtained the "Approved" Sedimentation and Erosion Control Plan complete "only" Section I and 11 below.
DWQ Staff will determine the receiving stream classification, complete Section III and return the
completed form to you.
Project Name: County:
2. Authorized Contact Person:(print)
3. Mailing Address:
4. City State zip Phone No.
Name of closest downslope surface waters:
6. Signature of Contact Person Date: _
(To be signed by the same person or Authorized Agent as on the Approved sedimentation and Erosion Control Plan)
7. Is a Sedimentation Erosion Control Plan required? —Yes — No
II. REQUIRED ITEMS
An 81/2" x 1 I" copy of the appropriate portion of a USGS quad sheet showing the project's
property boundaries, receiving stream, major roads or State Roads numbers, and nearest town of city must
be attached.
1I1. CLASSIFICATION REQUEST (To be completed by Regional Office personnel)
Name of surface waters:
2. River Basin: Index No.
Classification (as established by the Environmental Management Commission)
4. Proposed Classification, if applicable:
State Stormwater Management Permit required? _ Yes _ No
Signature of Regional Office Personnel: Date

Aria
NC®ENR
North Carolina Department of Environment and Natural Resources
Division of Land Resources
James D. Simons, PG, PE Land Quality Section Michael F. Easley, Governor
Director and State Geologist William G. Ross Jr., Secretary
December 20, 2004
LETTER OF APPROVAL WITH MODIFICATIONS
Rich Smith
Little River Farm Properties LLC
500 Little River Road
Carthage, NC 28327
RE: Project Name: Little River Fann Golf Club Ph 2 Condo & Club Pool
Acres Approved: 3.25
Project ID: Moore-2005-012
County: Moore
River Basin: Cape Fear Stream Classification: HQW J
Submitted By: LandDesign Inc.
Date Received by LQS: 1.1/18/2004
Plan Type: N
Dear Rich Smith:
This office has reviewed the subject erosion and sedimentation control plan. We find the
plan to be acceptable with modifications and hereby issue this letter of Approval With
Modifications. The Modifications Required for Approval are listed on the attached page. This
plan approval shall expire three (3) years following the date of approval, if no land -disturbing
activity has been undertaken, as is required by Title 15A NCAC 4B .0129.
Please be advised that Title 15A NCAC 4B .0118(a) requires that a copy of the approved
erosion control plan be on file at the job site. Also, you should consider this letter to give the
Notice required by G.S. 113A-61.1(a) of our right of periodic inspection to insure compliance
with the approved plan.
North Carolina's Sedimentation Pollution Control Program is performance -oriented,
requiring protection of existing natural resources and adjoining properties. If, following the
commencement of this project, it is determined that the erosion and sedimentation control plan is
inadequate to meet the requirements of the Sedimentation Pollution Control Act of 1973 (North
Fayetteville Regional Office
225 Green Street — Suite 714, Fayetteville, North Carolina 28301 • Phone: [phone] I FAX: [phone]

Letter of Approval with Modifications
Rich Smith
December 20, 2004
Page 2 of 4
Carolina General Statute 113A-51 through 66), this office may require revisions to the plan and
implementation of the revisions to insure compliance with the Act.
Acceptance and approval of this plan is conditioned upon your compliance with Federal
and State water quality laws, regulations, and rules. In addition, local city or county ordinances
or rules may also apply to this land -disturbing activity. This approval does not supersede any
other permit or approval.
Please be aware that your project you be coveted by the enclosed NPDES General
Stormwater Permit NCGO1000 (Constriction Activities). You should first become familiar with
all of the requirements for compliance with the enclosed general permit.
Please note that this approval is based in part on the accuracy of the information provided
in the Financial Responsibility Form, which you have provided. You are requested to file an
amended form if there is any change in the information included on the form. In addition, it
would be helpful if you notify this office of the proposed starting date for this project. Please
notify us if you plan to have a preconstruction conference.
Your cooperation is appreciated.
Sincerely,
G. Douglas Joney, P.E.
Land Quality Section
Enclosures: Certificate of Approval
Modifications Required for Approval
NPDES Permit
Cc: LandDesign Inc.
Jonathan S. Thomas, Building Inspector
Ricky Revels, Division of Water Quality
Land Quality Section

Letter of Approval with Modificatio►ls
Rich Smith
December 20, 2004
Page 3 of 4

Letter of Approval with Modifications
Rich Smith
December 20, 2004
Page 4 of 4
MODIFICATIONS REQUIRED FOR APPROVAL
Project Name: Little River Farm Golf Club Ph 2 Condo & Club Pool
Project ID: Moore-2005-012
County: Moore
Diversion Outlets will enter Temporary Sediment Traps at the opposite end of the trap
from the trap outlet so that trapping efficiency will be maintained.

North Carolina
Michael F. Easley, Governor
f1 �
.2
NCDENR
Department of Environment and
November 17, 2003
Mr. Jeff Neubaur
Little River Golf, Inc.
500 Little River Farm Blvd
Carthage, North Carolina 28327
SUBJECT: Permit No. SW6030701
Natural Resources
William G. Ross Jr., Secretary
Alan W. Klimek, RE,, Director .
Coleen H. Sullins, Deputy Director
Division of Water Quality
Little River Golf Club - Phase 1, (POD A) Clubhouse & Lodges
Phased Low Density Cluster Commercial Development
Stormwater Project
Moore County
Dear Mr. NCUbaur:
The Fayetteville Regional Office received a Stormwater Management Permit Application
for Little River Golf Club - Phase I, (POD A) Clubhouse & Lodges on July 30, 2003. Additional
information requested was received on October 20, 2003. Staff review of the plans and
specifications has determined that the project, as proposed, will comply with the Stonnwater
Regulations set forth in Title 15A NCAC 2H.1000. We are fonvarding Permit No. SW6030701,
dated November 17, 2003, for the construction of stortnwater treatment facilities associated with
Little River Golf Club - Phase 1, (POD A) Clubhouse & Lodges.
This permit shall be effective from the 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 I.1.4 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 filed 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, North Carolina 28301-5043
Phone: [phone] FAX: [phone] Internet: www.enr.state.nc.us/ENRI
An Equal Opportunity 1 Affirmative Action Employer - 50 % Recycled l 10 % Post Consumer Paper
NorthCarolina
11yaturally

Mr. Neubaur
Date 2
November 17, 2003
If you have any questions, or need additional intbrnation concerning this matter, please
contact Mr. Ricky Revels at (910) 486-154�20.
Paul 2. Rawls
Water Quality Regional Supervisor
P ER: RRlrr
cc: Carol Sparks Cleetwood, Town of Carthage - Town Manager
Kevin W. Vogel, P.E., Land Design
Fayetteville Regional Office 3
Central Files

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
1. OW 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
PERMISSION IS HEREBY GRANTED TO
Little River Golf, Inc.
Moore 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 "stoi-nnvate,- rules") and the
approved stonnwater 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:
I. DESIGN STANDANDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
This stormwater system has been approved for the management of stormwater runoff as
described on page 3 of this permit, the Project Data Sheets. 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
908 square feet of impervious area. This equals a combined total of 109,808 square feet
or 0.4165 % impervious area associated with Phase 1, (POD -A) of this 604.96 acre site
For phased low density -cluster development.
ME.

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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 page 3 of this
permit, and per approved plans.
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 wet pond
control systems.A permit modification must be submitted and approved prior to the
construction of any additional built -upon area associated with the wet pond.
6. The overall tract built -upon area percentage for this and including all future 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 stormwater rules.
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 min1.ste)
scale topographic maps or as determined by local government studies.
The built -upon area for future development is limited to a remaining 72.1787 acres.
2of8

DIVISION OF WATER QUALITY
PROJECT DESIGN DATA SHEET
Project Name:
Little River Golf Club - Phase I,
(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 / 18-23- (1)
Classification of Water Body:
WS-I[I / HQW
IfClass SA, chloride sampling results
Pond Depth, feet:
Permanent Pool Elevation, FMSL:
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, cu.ft:
Provided Storage Volume, tuft:
Temporary Storage Elevation, FMSL:
Controlling Orifice:
Required 85% TSS Filter:
nla
3.5 feet (permanent pool)
387.0
4.00
108,900
None, per Engineer
9,056
9,112
10,089
18,068
396.0
1.5" pipe
N/A, System designed for 90% TSS removal.
3of8

it. SCHEDULE OF COMPLIANCE
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 shall be kept to a minimum and any eroded areas of the
system will be repaired immediately.
The permittee 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.
C. Mowing, and revegetating 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 outlet structure, orifice device and catch basins
and piping.
g. Access to the outlet structure must be available at all times.
h. The wet detention pond for Little River Golf Club - Phase I, (POD A)
Clubhouse & Lodges, Permit No. SW6030701 was designed to remove 90%
TSS, therefore a vegetated filter was not required.
4. 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 perfor -iing the work and what actions were taken.
Decorative spray fountains will not be allowed in the stormwater treatment system.
6. 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.
7. Upon completion of construction, prior to issuance of a Certi ficate 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.
8. 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.

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. Redesign 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 any 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 a 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 pennitted 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 access/maintenance 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.
M. 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 Pennittee, 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.
5 of

Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to an enforcement action by the Division of Water Quality, in accordance with
North Carolina General Statutes 143-215.6A to 143-215.6C.
The issuance of this permit does not preclude the 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.
4. In 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 stormwater 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 termination does not
stay any permit condition.
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 issued this the 17th day of November, 2003.
A ENVIRONMENTAL MANAGEMENT COMMISSION
Alan Klimek, P.E,, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW6030701
6of8

Little River Golf, Inc
Stormwater Permit No, SW6030701
Moore County
Designer's Certification
I , as a duly 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 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 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 included in -the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
7 of
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.
_8. Vegetated slopes are no steeper than 3:1.
_9. The inlets are located per the approved plans and do not cause short-circuiting of the
system.
10. The permitted amounts of surface area and/or volume have been provided.
11. Required drawdown devices are correctly sized per the approved plans.
_12. All required design depths are provided..
—13. All required parts of the system are provided, such as a vegetated shelf, and a forebay.
_14. The overall dimensions of the system, as shown on the approved plans, are provided.
cc: NCDENR-DWQ Regional Office
Miclissa Carter, Town of Carthage - Clerk/Zoning Administrator
NCDENR/ DWQ/Fayetteville Regional Office
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North Carolina
Michael F. Easley, Governor
NCDENR
Department of Environment and
November 17, 2003
Mr. Jeff Neubaur
Little River Golf, Inc.
500 Little River Far n Blvd
Carthage, North Carolina 28327
SUBJEC'F: Permit No. SW6030701
Natural Resources-
William G. Ross Jr., Secretary
Alan W- Klimek, RE., Director
Coleen fl. Sullins, Deputy Director
Division of Water Quality
Little River Golf Club - Phase 1, (POD A) Clubhouse & Lodges
Phased Low Density Cluster Commercial Development
Stormwater Project
Moore County
Dear Mr. Neubaur:
The Fayetteville Regional Office received a Stormwater Management Permit Application
for Little River Golf Club - Phase 1, (POD A) Clubhouse & Lodges on July 30, 2003. Additional
information requested was received on October 20, 2003. Staff review of the plans and
specifications has determined that the project, as proposed, will comply with the Stormwater
Regulations set forth in Title 15A NCAC 2H.1000. We are forwarding Pen -nit No. SW6030701,
dated November 17, 2003, for the construction of stonnwater treatment facilities associated with
Little River Golf Club - Phase f, (POD A) Clubhouse & Lodges.
This permit shall be effective from the 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 filed 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, North Carolina 28301-5043
Phone: [phone] FAX: [phone] Internet: www.enr,state.nc.uslENRI
An Equal Opportunity 1 Affirmative Action Employer . 50 `b Recycled L 10 % Post consumer Paper
NorthCarolina
�atulvll jl

Mr. Neubaur
Date 2
November 17, 2003
If you have any questions, or need additional information concerning this natter, please
contact Mr. Ricky Revels at (910) 486-154l ext 720.
Paul E. Rawls
Water Quality Regional Supervisor
PER:RR/rr
cc: Carol Sparks Cleetwood, Town of Carthage - Town Manager
Kevin W. Vogel, P.E., Land Design
Fayetteville Regional Office
Central Files

STATE OF NORTH CAROLINA
DEPARTNIENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
LONV 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
PERMISSION IS HEREBY GRANTED TO
Little River Golf, Inc.
Moore 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 stonmwater 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
pennit.
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:
I. DESIGN STANDANDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
This stormwater system has been approved for the management of stormwater runoff as
described on page 3 of this permit, the Project Data Sheets. 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
908 square feet of impervious area. This equals a combined total of 109,808 square feet
or 0.4165 % impervious area associated with Phase 1, (POD -A) of this 604.96 acre site
for phased low density.cluster development.
•

3. 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 page 3 of this
permit, and per approved plans.
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 wet pond
control systems.A permit modification must be submitted and approved prior to the
construction of any additional built -upon area associated with the wet pond.
6. The overall tract built -upon area percentage for this and including all future 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 stormwater 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.
8. The built -upon area for future development is limited to a remaining 72.1787 acres.
2 of 8

DIVISION OF 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 9:
Little River / 18-23- (1)
Classification of Water Body:
WS-II1 1 HQW
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:
4.00
Total Impervious Surfaces, sq ft.
108,900.
Offsite Area entering Pond, sq ft:
Required Surface Area, sq ft:
Provided Surface Area, sq ft:
Required Storage Volume, cu.It:
Provided Storage Volume, cu.ft:
Temporary Storage Elevation, FMSL:
Controlling Orifice:
Required 85% TSS Filter:
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 8

II. SCHEDULE OF COMPLIANCE
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.
2. During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaired immediately.
The permittee shall at all times provide the operation and maintenance necessary to assure
the permitted stormtivater systern functions at optimum efficiency. The approved
Operation and Maintenance Flan 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 revegetating of side slopes.
d. immediate repair of eroded areas.
C. Maintenance of side slopes in accordance with approved plans and specifications.
1'. Debris removal and unclogging of outlet structure, orifice device and catch basins
and piping.
g. Access to the outlet structure must be available at all times.
h. The met detention pond for Little River Golf Club - Phase I, (POD A)
Clubhouse & Lodges, Permit No. SW6030701 was designed to remove 90%
TSS, therefore a vegetated filter was not required.
4. 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.
Decorative spray fountains wilt 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.
4 of 8

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. Redesign or addition to the approved amount of built -upon area.
C. 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 any 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 a 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 pern-ilt must be submitted and approved prior
to construction.
12. Prior to the sale of any portion of the property, an access/maintenance 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.
5 of

2. Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to an enforcement action by the Division of Water Quality, in accordance with
North Carolina General Statutes 143-215.6A to 143-215.6C.
3. The issuance of this permit does not preclude the 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.
4. In 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.
5. The permittee grants DENR Staff permission to enter the property for the purpose of
inspecting all components of the permitted stormwater management facility.
6. 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 termination does not
stay any permit condition.
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 issued this the 17th day of November, 2003.
N0 CAR I.INA ENVIRONMENTAL MAiNT AGEMENT COMMISSION
Alan Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW6030701
6of8

Little River Golf, Inc
Stormwater Permit No. SW6030701
Moore County
Designer's Certification
I , as a duly 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 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 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 included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
7 of 8
SEAL

0
Certification Requirements:
____1. The drainage area to the system contains approximately the penmitted 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.
—8. Vegetated slopes are no steeper than 3:1.
—9. The inlets are located per the approved plans and do not cause short-circuiting of the
system.
—10. The permitted amounts of surface area and/or volume have been provided.
_11. Required drawdown devices are correctly sized per the approved plans.
_12. All required design depths are provided.
—13. All required parts of the system are provided, such as a vegetated shelf, and a forebay.
_14. The overall dimensions of the system, as shown on the approved plans, are provided.
cc: NCDENR-DWQ Regional Office
Mielissa Carter, Town of Carthage - Clerk/Zoning Administrator
NCDENR/ DWQ/Fayetteville Regional Office
E�S

OFFICE USE ONLY,
Date Received Fee Paid Permit Number
SuD49030'7o1
State of North Carolina
Department of Environment and Natural Resour
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATI
Tlzis form may be photocopied for use as an original
1. GENERAL INFORMATION
1. Applicants name (specify the name of the
N FQRM
individual, etc. who owns the project):
2. Print Owner/Sigrying Official's name an title (person legally responsible for facility and compliance):
kf'c- EZI
3. Mailing Address for person listed in item 2 above:
�bb Gt-rn' Ird&Z- 15ii/li
City: l_W—4-A ! S�ttate:. Zip: f
Telephone Number: (, f to
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
Clubhouse and
5. Location of Project (street address):
500 Little River Farm Blvd.
City: Carthage _ County: Moore
6. Directions to project (from nearest major intersection):
800' East of Highway 151501 and Little River
Farm Blvd. Intersection
7. Latitude:30016' Longitude: 79026'
S. Contact person who can answer questions about the project:
Name: Kevin Vogel Telephone Number: L—
I1. PERMIT INFORMATION:
of project
704 ) 376-7777
1. Specify whether project is (check one): ✓ New Renewal Modification
Form SWU-101 Version 3.99
Page 1 of 4

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)
3. Specify the type of project (check one):
b' Low Density 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 ei•viC Center' 5f _ F
1-877-623-6748.
k;
III. PROJEC'TINFORMATION Or 2 '0�003�
1. In the space provided below, summarize how stormwater will be treated. Also at acli a detailed narrative 1s
(one to two pages) describing Stormwater management for the project .
Overall project developed to low density impervious area thresholds. 30' buffers will be provided on
all perennial streams _and _on -site wetlands. Due to the curb & gutter and storm drainage system
proposed for this phase a BMP (wet pond) is proposed to provide 90% tss removal.
2. Stormwater runoff from this project drains to the Little River
3. Total Project Area: 604.96 acres
River basin.
4. Project Built Upon Area: 10.02 %
5. How many drainage areas does the project have? 2 Phase l
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
Wads Creek
Wads Creek
Receiving Stream Class
WS III / High Quality Water
WS III / High Quality Water
Drainage Area
4.0 Acres
0.8 Acres
Existing Impervious* Area
0
0
Proposed Impervious*Area
2.5 Acres
0.02 Acres
% Impervious* Area (total)
0.41 % (Total)
0.003 % Total
Impervious* Surface Area
Drainage Area 1
Drainage Area 2
On -site Buildings
26,740 sf
-
On -site Streets
21,240 sf
-
On -site Parking
42,925 sf
-
On -site SidewaIks
10,675 sf
908 sf
Other on -site
7,320 sf
-
Off -site
-
-
Total: 108,900 sf
Total: 908 sf
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 f Page 2 of 4

7. How was the off -site impervious area listed above derived? Construction Document Takeoff
1V. 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.
I. The following covenants are intended to ensure ongoing compliance with state stormrater nranagernent permit number
as issued by fire Division of Water Quality. These covenants ?nay not be
changed or deleted without the consent of the State.
2. No more than N/A square feet of any lot shall be covered by structures or impervious materials.
Impervious materials include asphalt, gravel, concrete, brick, stone, slate or sitnilar material but do not inchtde wood
decking or the water surface of srvirnrnirrg 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.
S. All permitted runoff from outparcels or future development shall be directed into file permitted stornrwater control
system. These connections to the storrnwater 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
Farm SWU-101 Version 3.99
Page 3 of 4
T '2 IO 2003 ?

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.
I. 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 r(. - __ .-• - - �
• One copy of the applicable Supplement Form(s) for each BMP 71-11
• Permit application processing fee of $420 (payable to NCDENR) ,
• Detailed narrative description of stormwater treatment/management r
• Two copies of plans and specifications, including: ,
- Development/Project name
- Engineer and firm
-Legend lti'► j r `~
�----
- North arrow _ i
- Scale r ry 3 i
- Revision number & date
- Mean high water line
- Dimensioned property/project boundary �
- Location map with named streets or NCSR numbers 1_%
- 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);
Mailing Address:
City:
Phone: ( )
VIII. APPLICANT'S CERTIFICATION
State:
Fax:
Zip:
I, (print or type name of person listed in General Information, item 2), .ire F N �le3i T
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructgd in conformance with the approved plans, that the required deed restrictions
and protective coven/ is/�`'i recorded, and that the used project complies with the requirements of 15A
NCAC 2H .1000. / / ",
Signa
Form SWU-101 Version 3.99
Page 4of4
Date:. RAJ 1

DESCRIPTION OF STORMWATER TREATMENT
Little River Golf Club proposes to develop its property, which currently contains an 18-
hole golf course and miscellaneous supporting facilities. The property is a 605-acre tract
in Carthage, North Carolina. The proposed development includes a new Clubhouse
facility with supporting infrastructure such�dfives and parking, lodging facilities, cabinsl
and single-family residential properties. The overall project will minimize impervious
areas and build to approximately 10% impervious area. 30-foot buffers will be provided
along all perennial streams and adjacent to delineated, surveyed wetlands.
The first phase of the project, as submitted in this package, proposes a new Clubhouse
and two (2) lodging facilities with supporting drives, parking and utilities to serve them.
As we propose a curb and gutter system with storm water collection for this phase we
will provide for a water quality BMP to control and treat the stormwater discharge from
the collection system. A wet detention pond will be designed to treat the runoff from the
first I inch of rainfall and provided for 90% TSS removal as interpolated from the coastal
counties SAIDA charts applied to the SAIDA chart for this project. An association will be
set up for operation and maintenance of the facility as called for on the plans.
The remaining site development will be developed to low density standards with no
stormwater collection systems as defined in The Stormwater Management Section of the
State's Administrative Code, except for a portion of Pod A as called for on the Watershed
Management Plan.

Permit No. 51^3 (0o307D i
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION.EORM
j
WET DETENTION BASIN SUPPLEME 11NT
This foritr inap be photocopied for use as air original ; +
1 1�
DWQ Stormwater Management Plan Review:
A complete stormwater management plan submittal includes an application form, a wet detention basin
supplement for each basin, design calculations, and plans and specifications showing all-basinand-ouflet
structure details.
I. PROJECT INFORMATION
Project Name: Little River Farm Golf Clu
Contact Person: Kevin W. Vogel, P.E. Phone Number: ( 704 ) 376-7777
For projects with multiple basins, specify which basin this worksheet applies to:
elevations
Basin Bottom Elevation 383.5 ft. (floor of the basin)
Permanent Pool Elevation 387.0 ft. (elevation of the orifice)
Temporary Pool Elevation 388.0 ft. (elevation of the discharge structure overflow)
areas
Permanent Pool Surface Area 8,064 sq. ft. (water surface area at the orifice elevation)
Drainage Area 4.0 ac. (on -site and off -site drainage to the basin)
Impervious Area 2.5 ac. (on -site and off -site drainage to the basin)
volumes
Permanent Pool Volume 12,820 cu. ft. (combined volume of main basin and forebay)
Temporary Pool Volume 8,911 cu. ft. (volume detained above the permanent pool)
Forebay Volume 2,600 cu. ft. (approximately 20% of total volume)
Other parameters
SAIDAI 3.53 (surface area to drainage area ratio from DWQ table)
Diameter of Orifice 1.5 in. (2 to 5 day temporary pool draw -down required)
Design Rainfall 1.0 in.
Design TSS Removal 2 90 % (minimum 85% required)
Form SWU-t02 Rev 3.99 Page f of 4

Footnotes:
I
Acr eI om1
t When using the Division SAIDA tables, the correct SAID ratio"for ermanent' oot,siziiig'sh ould be computed based upon the
actual impervious % and permanent pool depth. Linear inter olation shaul�l•be.emplo ey d to determine the correct value for non-
standard table entries.
2 In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
90% TSS removal. The NCDENR BMP manual provides design tables for both 85% TSS removal and 90%n TSS removal.
II. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
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 Form, the agent may initial below. If a requirement has not been met, attach justification.
AAAlicunts Initials
a. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
b. The forebay volume is approximately equal to 20% of the basin volume.
c. The temporary pool controls runoff from the design storm event.
d. The temporary pool draws down in 2 to S days.
NIA e. if required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations)
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.
h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
i. Vegetative cover above the permanent pool elevation is specified.
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 right-
of-way.
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 detention basin.
m. A mechanism is specified which will drain the basin for maintenance or an emergency.
I11. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided.
This system (check one) 0 does does not incorporate a vegetated filter at the outlet.
This system (check one) 0 does Xdoes not incorporate pretreatment other than a forebay.
Form SW U-102 Rev 3.99 Page 2 of 4

Maintenance activities shall be performed as follows:
1. After every significant runoff producing rainfall event and at least
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the 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 repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to maintain
proper functioning.
4. 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 be disposed of
in an appropriate manner and shall 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 into accumulated sediments.
When the permanent pool depth reads _2.5 feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads _2.0 _ feet in the forebay, the sediment shall be removed.
Sediment Re oval El. _386_ 15bBottom Ele ation _384
FOREBAX
BASIN DIAGRAM
(fi1l in the blanks)
Permanent Pool Elevation 387
------------------------------
Sediment Removal Elevation 386
Bottom Elevation 383.5
MAIN POND
75%
25%
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
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, the flushing of sediment through
the emergency drain shall be minimized to the maximum extent practical.
Form SWU-102 Rev 3.99 Page 3 of 4

7. All components of the wet detention basin system shall be maintained in good working order.
I acknowledge and agree by my signature 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 name: �h NEGEiLttt�Yi_
Title: 4 6-Ar✓ e- A409' 1AE eW--
Address: ,,U L ac- Awek �M M loor T �-
Phone: . %1079119„ YL38
Signature:
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 been named the president.
`%P
I, a Notary Public for the State of
County ofi ` , do hereby certify that n/E�r3sI
personally appeared before me this, day of x SeX _ ao�/, and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
01
_` shy Conutt. ExP•
C810312044
i
SEAL'
My commission expires,
a
Form SWU-102 Rev 3.99 Page 4 of 4

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Permit No. S 0 & 030'70 1
(10 be provides! by UWQ)
State of North Carolina
Department of Environment and Natural Resources---,
Division of Water Quality I ' t'
STORMWATER MANAGEMENT PERMIT APPLICATION FORM 1
it 2003
LOW DENSITY SUPPLEMENT
This form map be photocopied for use as art original
A low density project is one that meets the appropriate criteria for built upon area and transports stormwater
runoff primarily through vegetated conveyances. Low density projects should not have a discrete stormwater
collection system as defined by I5A NCAC 2H .1002(18). Low density requirements and density factors can be
found in 15A NCAC 2H .1005 through .1007.
I. PROJECT INFORMATION
Project Name : Little River Farm Golf Club -Phase I Clubhouse and Lodges
Contact Person: Kevin W. Vogel, P.E.
Number of Lots: N/A
Phone Number: (704 ) 376-7777
Allowable Built Upon Area Per Lot*: NIA
*If lot sizes are not uniform, attach a table indicating the number of lots, lot sizes and allowable built upon area
for each lot. The attachment must include the project name. phase. page numbers and provide area subtotals
and totals. ( See Plans Sheet C - 8 )
ll. BUILT UPON AREA
See the Stormwater Management Permit Application for specific language that must be recorded in the deed
restrictions for all subdivisions.
For uniform lot sizes, complete the following calculation in the space provided below where:
• SA Site Area - the total project area above Mean High Water. Wetlands may be excluded when the
development results in high density pockets.
• DF Density Factor - the appropriate percent built upon area divided by 100.
• RA Road Area - the total impervious surface occupied by roadways.
• OA Other Area - the total area of impervious surfaces such as clubhouses, tennis courts, sidewalks, etc.
• No. Lots - the total number of lots in the subdivision.
• BUAILot - the computed allowable built upon area for each lot including driveways and impervious
surfaces located between the front lot line and the edge of pavement.
Fonn SWU-104 Rev 3.99
Page 1 of 2

n - 1k
(SA x DF) - RA - OA = BUA
No. Lots Lot
Calculation:
B.U.A. Calculations ( Phase 1 - Clubhouse and Lodges)
B.U.A. = 2.52 Acres ( Phase 1 )
(0.42% of overall project)
= 60.62 Acres (overall)
10.02%
III. REQUIRED ITEMS CHECKLIST
2003
r
y1
Initial in the space provided to indicate that the following requirements have been met and supporting
documentation is provided as necessary. If the applicant has designated an agent on the Stormwater
Management Permit Application Form, the agent may initial below.
App ' itials
,a. A 30 foot vegetative buffer is provided adjacent to surface waters. Projects in the Neuse
River basin may require additional buffers.
b. Deed restriction language as required on form SWU-101 shall be recorded as a restrictive
covenant. A copy of the recorded document shall be provided to DWQ within 30 days of
platti and prior to sale of any lots.
r uilt upon area calculations are provided for the overall project and all lots.
d. Project conforms to low density requirements within the ORW AEC (if applicable).
[15A NCAC 21-1 .1007(2)(b)]
Form SWU-104 Rev 3.99 Page 2 of 2

Little River Farm Golf Club
Watershed Development Plan
Little River Golf Inc.
Carthage, North Carolina
Watershed Calculations Worksheet
STATUS
POD A
POD A
POD B
POD C
POD D
POD E
POD F
POD G
POD H
POD J
POD K
OPEN
PROJECT
THRU CURRENT
(Phase 1)
(Remaining)
SPACE
TOTAL
PHASE
Developed
5.82
(31.78)
(4.98)
(22.53)
(8.95)
(18.13)
(4.7D )
(4.13)
{27.72}
(3.86)
(12.47)
(459.89)
(145.07)
5.82
Area (Acres)
Total No. of
NIA
(39.00)
NIA
(40.00)
(30.00)
(36.00)
{19.00}
(22.00)
(87.00)
{4.00}
(14.00)
NIA
(291.06)
NIA
Lots
Impervious
2.52
(10.76)
(3.73)
(7.74)
(4.78 )
(5.35)
(3.62)
(2.53)
(15.1 1 )
(2.27)
(2.21)
(0.00)
{60.62}
2.52
Area (Acres)
Percent
43.3%
(0.34)
(0.75)
(0.34)
(0.53)
{0.30}
(0.77)
(0.61)
(0.55)
(0.59)
(0.18)
(0.00)
(0.10)
0.4%
Impervious
TOTAL SITE ACREAGES = 1604.96
TOTAL IMPERVIOUS ACRES 60.62
NOTES:
1. For the Low Density Option, the Maximum Impervious Area = 12% (72.59 AC.)
2. Open Space includes golf course, wetlands, floodways, and other non developed property
3. Numbers in parentheses represent future development projections.
4. Sold numbers represent current phase.
5. Italicized numbers represent previously permitted phase.
6. Percent Impervious shown for each Pod is based on Developed Area for Pod ONLY.
i 2 o

�.
S
c�•d s rr`zp•--4 -4-s
September 30, 2003
CERTIFIED MAIL
RETURN RECEIPT REOUESTED
Mr. Jeff Neubaur, General Manager
Little River Golf, Inc.
500 Little River Farm Blvd.
Carthage, North Carolina 28327
SUBJECT: REQUEST FOR ADDITIONAL INFORMATION
Permit No. SW6030701
Little River Golf Club - Phase 1, (POD A) Clubhouse & Lodges
Low Density Cluster Development
Stornlwater Permit
Moore County, NC
Dear Mr. Neubaur:
This Office has completed a preliminary review of the subject project, along with plans
& specifications received on July 30, 2003. Your applications as submitted on July 30, 2003 was
incomplete. This office received the necessary operation and maintenance agreement (SWU -102,
Page 4 of 4) for the pond by fax on August 26, 2003. Additional information is requested before
we can continue our review. Please address the following by October 29, 2003.
SWU-101 version 3.99 Application Comments
Please update Page I of 4, I. (1) Applicants name. Applicants name is shown as Little
River Golf Club, Inc., while (wet pond supplement form swu-102) maintenance
agreement shows Little River Farm Properties, LLC. Please provide consistent applicant
name (designation) on all applications if possible, if not explain.
2. Please update Page I of 4, I. (2) signing official's title is shown as General Manager of
Little River Golf, Inc., while (SWU-102) shows official as president of a different
corporation. Please note that application and supplements must be signed by the
president or vice president of the same corporation. As noted above, please either provide
consistent signature and designation for signing official or explain why not.
3. Please update Page 2 of 4, III. (6) drainage area (1) shows 4.0 acres and drainage area (2)
shows 0.8 acres for a total of 4.8 acres, while spread sheet, plans & specifications shows a

Mr. Jeff Neubaur
Page 2
September 30, 2003
total developed area of 5.82 acres for POD A, Phase 1. Please explain these
inconsistencies.
4. Please update Page 2 of 4, Ill. (6) proposed impervious area shows 2.5 acres for
impervious area in Drainage Area # 1, and 1.09 acres in Drainage Area # 2 for a
combined total of proposed impervious area of 3.59 acres, while the spread sheet along
with plans & specifications shows a total of 2.72 acres of impervious area. Please correct
or explain.
5. Please update Page 2 of 4, 11I. (6) % impervious area, 2.5 acres of proposed impervious
area associated with 4.0 acres in drainage area (1) equals 62.50% impervious, while the
1.09 acres of proposed impervious area associated with the 0.8 acres in drainage area (2)
equals 135.25 % imprrvious. Imprrvious areas can not equal greater than 100% of a
given drainage area. Please explain.
6. Please update Page 3 of 4, IV. (2) of deed restrictions and protective covenants. Since it is
the understanding of this office that POD A (phase 1) is only associated with the
clubhouse and lodges, and that said property will not be sold or subdivided; therefore IV
(2) should be corrected from 5,000 square feet per lot to read NIA. Note: future (phased
development) application submittals that propose any tranfer of ownership will be limited
to a 10.02% build upon area (BUA) per lot size and/or not to exceed 10.02% BUA of
total land mass being transfer when totaling BUA of individual lots. This 10.02% BUA
requirement has been established by you as indicated on your application and master plan.
7. Please update Page 4 of 4, VIII. (1) Applicant name/signature must be by a president
or vice president of a company or corporation. If not, remember to provide a signed
authorization from someone who fits the requirements. (See #2 above)
SWU-102 Rev 3.99 Wet Detention Basin Supplement Comments
Please note on Page 1 of 4, (I) DWQ pond spread sheet has determined that the proposed
wet pond's orifice was sized to large. Your engineer Mr. Kevin W. Vogel, P. E. was
notified and sent an electronic copy of the DWQ completed spread sheet. Therefore; Mr.
Vogel sent a signed and dated revised page 1 of 4 changing Diameter of orifice from 2.0
inches to 1.5 inches. Thank you for correcting this item, nofurther action is required to
address this item.
Please note on Page 2 of 4, (II) applicant has not officially been designated as agent,
therefore; the president or vice president must initial items (a-m) in ink. Mr Vogel has
initialed these items but to our knowledge has not been designated signature authority.

Mr. Jeff Neubaur
Page 3
September 30, 2003
3. Please note on Page 4 of 4, (II) (7) corporation name and signing official is not the same
as shown on application (SWU-101) form.
SWU-104 Rev. 3.99 Low Density Supplement Comments
Please review and update Page 2 of 2 (II) B.U.A. calculations shows 2.52 acres, while
plans/specifications and allocation table shows 2.72 acres associated with POD A,
Phase 1 - Clubhouse and Lodges. Please revise the calculations noted on Page 2 of 2 of
the Low Density Supplement to match the 2.72 indicated on the plans/spec.
2. Please update Page 2 of 2 (III) (a-d) applicants initials must be signed in ink "only" for
those that apply, NIA can be printed for those not applicable. President or vice president
must initial appropriate items in ink. Agent has not been designated by signature of the
president or vice president as shown on swu-101 forni.
Allocation Table Comments
PlanslSpecitications Comments
Please update Page C-6 of plans/specs to reflect a 1.5 inch WQ release pipe.
2. Please show barscreen detail on plans/specs.
If you have any further questions regarding this matter, please do not hesitate to contact
Mr. Ricky Revels or myself at [phone].
Sincerely,
Paul Rawls
Water Quality Regional Superl
cc: Kevin W. Vogel, P.E., - Land Design

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' BRANCH BANKING 8571
LITTLE RIVER GOLF, INC. AND TRUST COMPANY
i CARTHAGE, NC 28327
500 LITTLE RIVER FARM RD.
CARTHAGE, NC 28327 66-11?10531
[phone] 6/2/2003
PAY TO.THE
ORDER OF .— NCI?ENR $ **420.00
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JUL-08-2003(TUE) 15:37 Land Design (FHMO8]768235 P.0O3/O83

LandDes gn urhan design and planning civil engineering 1,'indscape archiLecwrc
July 28, 2003---
1U� 3 0 2003
Ricky Bevels I t
NCDENR-DWQ
225 Green Street '
Suite 7141Systel Bldg.
Fayetteville, NC 28301-5043
RE: Little River Golf Club
Phase 1 — Clubhouse and Lodges
PN: 5002033
Dear Ricky:
As we have discussed extensively, I have finalized our stormwater management approach for the
above referenced project and the design documents for Phase 1. As you know my client wishes to
develop property around an existing 18-hale golf course in Carthage, North Carolina. The project is
located in a WS III 1 HOW waters watershed as previously verified by your office. The tract of land
being developed is 604.96 acres with the first phase of development involving an approximately 6
acre piece. The overall development will be developed to a low density standard with about 10%
impervious area proposed. We will provide the necessary buffers for all perennial streams and
wetlands as required and have decided to develop new roadways to a ditch type section with no
discrete stormwater collection systems. However, Phase 1 of the project, as submitted herein,
proposes a new clubhouse for the golf course with 2 new lodging facilities. These facilities will be
served with drives and parking designed with curb and gutter and storm drainage. Because of this we
have proposed a water quality pond to manage the runoff from the storm drainage collection system.
A water quality pond is proposed that will treat the runoff from the first inch of rainfall and will provide
for 90% TSS removal efficiency. In addition, the pond will help to approximate pre -developed runoff
rates for the 10 year storm event.
Please find the following submitted for your review and approval of Phase 1 of the Little River Golf
Club project:
1. Three (3) sets of construction documents for the proposed improvements.
2. Two (2) sets of engineering calculations
3. Review fee of $420.00
4. Water Quality Classification Request Form.
5. Stormwater Management Permit Application Form
6. Description of Stormwater Treatment — Narrative
7. Watershed approval letter from Town of Carthage
8. Low Density Supplement
9. Wet Detention Basin Supplement
Ch,i lctte NC
Washington DC Charlotte NC PinchLP-st. NC Ashcvillc NC Tampji FI_ Nishvi&I TN Beiiliig PRC
PO Box 36959 Charlotte, NC 28236-6959 223 North Graham Strect Charlotte, NC 28202 V:70+333.0325 F: 709-376.8235

July 28, 2003 Page 2 of 2
Mr. Ricky Revels
Please note that the operation and maintenance agreement for the pond is being executed and will
also be forwarded to your attention.
I appreciate your continued assistance with this project and hope that you have all information
needed to review and approve the first phase of the above referenced project. Should you have any
questions or comments or need any additional information please do not hesitate to call me directly
(704.376.7777) to discuss.
Yo rs truly,
Kevin W. ogel, .E.
Principal
LANDDESIGN, INC.
Enclosure
cc: Bob Koontz, LandDesign
Jeff Neubauer, Little River Golf Club
L k500203300=AEV ELS-0T2W3. DWKW V

kx Uate/lime JUL-k'.y-dUUJUUL) Id:J`J `JlU'idfjUfy
r
07/c't3/2�0 13:19 9109473079 TOWN OF CARTHAGE
TOWN OF CARTHAGE
Cathage, North Carolina
Larry R. ell
Town Manager
Carol Sparks Clmwood
CierkFLoning A mintstrator
Mielissa MW
Finance i Meer
Linda Ph Ilips
Director of Pu lic Works
Sammy T ylor
Mr. ' W. Vogel, PE.
Land E esign
223 Nc rth Graham Street
Charb e, NC 28236
July 29, 2003
RE: Little River Golf Club Project, Phase I WSIU
Dear Mr. Vogel,
N. UUk'
PAGE 02
Commissioners
W. C. "Bill" Waton
Mayor Pro -Tenn
Mike Wascinen
Samuel R. Kelly
Ronnie Fields
Sherwood Lapping
accordance with WSIU State regulations, I have reviewed and approved the
Storm ater Management Plans for Phase I; clubhouse and lodges fnr the Little River
Golf C b.
developer is hereby notified that they are responsible for obtaining all
approvals from the state in accordance with the State of North Carolina HQW
� f you have any questions concerning this matter, please feel free to contact tree at
(910) 9 7-2331.
Sincerely,
J94�i
Sammy H. Taylor
Director of Public Works
P.O.Bo>i • 942 • North 9 Carolina ■ 28327 . 910-947-2331 a Fax [phone] • TDD 1-800-735-2%2

Forms & 64cuments Pagc
Subject: Forms & Documents Rage
Date: Fri, I l Apr 2003 15:25:1 1 -0400
From: Ricky Revels <Ricky.Revels a ncmail.net>
To: [e-mail]
landdesign.com
Kevin,
'This office has reviewed your faxed request and attached map for
determination of stream classification. teen Averitte and myself
determined that the proposed project is subject to botli,the WS-III and
",HQW regulations."I have provided below in blue a web link: -Click on the
link to -open, next look at the 3rd red header " State Stormwater
Management Program Forms & Documents" for application SWU101 and
supplements SWU102-107. Please note that other practices can be used as
listed in the BMP manual. You can find the BMP manual by going back to
the Forms & Documents home page, next below the words in bold at the top
of the page you'll find in blue "Link to Manuals & Factsheets Page".
Click on it to find the manual. In addition; I'll fax you a copy of
"Design Check Sheets" for Low Density and High Density projects.
WS-III issues must be addressed by the governing local government. If
you have a problem getting information from your local contact person,
please email me for assistance. Remember the most stringent of both
WS-III and HQW rules will apply.
http://h2o.enr.state.nc.us/su/FormsDocuments.htm
STORMWATER AND GENERAL. PERmrrs UNrr
FORMS & DQCUMENTS
Link to Manuals & Factsheets page
You'll need Adobe Acrobat Reader to view the documents.
F [se'r­1__._J
c AcrnlaAt.
Adobe_ ui{wude€;�
Stormwater General Permit Program Wastewater General Permit Program
State Stormwater Mgmt, Program NPDES Phase II Program
Miscellaneous Documents
Stormwater General Permit Forms & Documents
1 of4 5/29/2003 3:42 PM

i
Forms & Documents Page
IM.. � I
NCGD1004D Construction Activities NIA Q NIA"�
O Inspection
Log
CG020004 Mininw�OSWU-217-101701
g
F
_ F_ I
Q
_
Q
Q 5W
Q WW
NCG030000 Metal Fabrication O SWU 2lis-Ux3042
O Q O
NCGO50000
Apparel, Printing, Leather, & Rubber O SWU-220-101701
Food & Kindred
O SWU-221-10170I
�NCGD600DD
�``
NCG070000 Stone, Clay, & Glass O SWU-222-101701 i
NCG080000 Transit & Transportation �O SWU-223-1 a1701
FNCGO90000 .Paints & Varnishes �0 SWU-224-I01701
NCG100000 IUsed Motor Vehicles OSwU-224;-101701µ�
}�
F�
NCG110004 ,Treatment
Works _R _ __ _ r O SWU 22b-101701 O
jr
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NCG120000
Landfills Q SWU-227-I O1701 a W _O
O
Y F�NCG13000D :Non -Metal Waste & Scrap
T O SwIJ 22K I Dt 701 Q Q�
II
NCG1400DD Ready Mix Q SWU-229-101701 �1
Q F Q �� O
NCG160000 sphalt Paving Mixtures Blocks F O SWU-231-101701
NCG170000 ;Textile Mills A
` O SwU-232-10i701
NCG180000 Furniture Manufacture, Y
Q SWU-233-101701
NCG190000'Marinas and Ship Building
1 a SWU-234-101701
NCG200000 ;Scrap Metal Q SWU-235-101701 tl'n
Q
NCG21004D ,Timber
r—�
Q SWU 23h 101701
NCG220000T Chip Mills
NlA
O
N1A
Wastewater General Permit Forms & Documents
2 of 4 5/29/2003 3:42 PM

Forms & Mcumcnts Page
Non -contact cooling water, Boiler blowdown, Cooling
j
tower blowdown, Condensate, & Hydroelectric dams
NCG500000
0 SWU-212-080102
0
0
Note: Biocide Form 101 available below in
"Miscellaneous Forms" table
NCG510640
Groundwater Remediation �'�
0 SWIJ-213-100101
NCG520000
Sand Dredging
O SW1i-214-O:t0102
��
0
NCG530000
[Fishacking &rinsing, Seafood packing &rinsing, &Fish
0 SWU-215-Ox0102
t
NCG550000
Single Family Residence
0 SWU-216-080102
State Stormwater Management Program Forms & Documents
SW Management Program Permit Application
0 SWU-101 3.99
Wet Detention Supplement
F 0 SWU-102 3.99
Infiltration Basin Supplement
0 SWU-103 3.99
Low Density Supplement .
0 SWU-104 3.99
Curb Outlet System Supplement
0 SWU-105 3.99
[Off -Site System Supplement
0 SWU-106 3.99
Underground Infiltration Trench Supplement Y
I
0 SWU-107 3.99
Neuse River Basin Supplement _
Under Development
Innovative BMP Supplement r
t
Under Development
Extended Dry Detention Basin Supplement
Under development
Water Quality Classification Request Form _
Under development
NCDOT Linear Road supplement Y �
. 0 SWU-112 4.00
NPDES Phase II Forms & Documents
,!
3 of'4 5/29/2003 3:42 I'M

Forms & C")ocumcnts Page
Phase II application flowchart —
0 Flowchart
Small MS4 permit application _ — — 0 SWU-264-103102
[Non -owner 1 non -operator certification 0 SWU-266-103102
[Permit by Rule application 0 SWU-267.103102
Instructions : Comprehensive Stormwater Management Program Report SWU-268-103102 (PDF) Gi SWU 268 103142 (Ward)
Instructions: Permit by Rule application 0 SWU-269-103102 (PD,FE ? SWU-269-103102 (Word)
[Instructions Small MS4 application— ��—
f a SWU-270-103102 (PDF) 0 SWU-270-103102 (Word)
Miscellaneous Forms
h
Name 1 Ownership change form
ii SWU-239-080102
Qualitative Monitoring Report form~Wµ
Generic Quantitative Monitoring Report form
Biocide Form 101 Worksheet
FA Form 1
EPAForm 2F �"` - - ...__.-.._.._...._..__......_.. ....' .____. _��........ _
,.....-._...—
Q
EPA Form 3510-11 - No Exposure Certification
If you have comments or suggestions, contact Darren England
Page last updated December 12, 2002
4 of 4 5/29/2003 3:42 I'M

■ Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
■ Print your name and address on the reverse
so that we can return the card to you.
■ Attach this card to the back of the mailpiece,
or on the front if space permits.
1, Article Addressed to:
MR JEFF NEUBAUER
LITTLE RIVER GOLF INC
500 LITTLE RIVER FARM RD
CARTHAGE NC 28327
A. Received by (Please Print Clearly) B. Date of Delivery
C. Sig ' u_re� \ �
r �J -A9
} 1� ent
Kdelivery address different from iKrl 1? ❑ Yes
If YES, enter delivery address b ❑ No
3. Service Type
10 Certified Mail ❑ Express Mail
❑ Registered ❑ Return Receipt for Merchandise
❑ Insured Mail ❑ C.O.D.
4. Restricted Delivery? (Extra Fee) ❑ yes
2. Article Number
(Transfer from service label) 7001 2 510 0000 6680 0457
PS Form 3811, March 2001 Domestic Return Receipt 102595-01-rn-1424
r—
ILn
,S
�C3
Cl
Postage
I
Certified Fee
iED
Return Receipt Fee
i O
(Endorsement Required)
Restricted Delivery Fee
I C:'
iII
(Endorsement Required)
i�
Total Postage &Fees
1514 i r)
ru
_
FSennFWt-lYo.;C3ox No.
Qate,
Z7P+4

AGA�r
NCDENR
North Carolina Department of Environment and Natural Resources
Michael F. Easley, Governor William G. Ross, Jr., Secretary
April 28, 2003 Alan Klimek, I .E., Director
Division of Water Quality
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Jeff Neubauer
Little River Golf, Inc.
500 Little River Farm Rd.
Carthage, NC 28327
SUBJECT: REQUEST FOR NOTIFICATION
Little River Clubhouse
Stormwater Project
Moore County, NC
Dear Mr. Neubauer:
On April 23, 2003, the Fayetteville Regional Office received a copy of the Approved Erosion
Control Plan for Little River Clubhouse. State regulations 15A NCAC 21-1.1000 requires any project that
is required to obtain an Erosion and Sedimentation Control Plan approval, to apply for a Stormwater
Management Permit. In order to determine if a Stormwater Management Permit will be required for this
project, the classification of -and distance from the receiving waters must be verified by this Office. Please
return the attached classification request form with a copy of that portion of the USGS quad sheet with the
project and the closest downslope named receiving waters clearly noted.
A Stormwater Management Permit Application, ice, and supporting information will be required
if this project is either draining to an Outstanding Resource Water or within l mile of and draining to a
High Quality Water. Projects that drain to Water Supply Watersheds must be reviewed and/or receive
approval for impervious surface allocations to be signed by the local governing authority for compliance.
["lease be advised that construction of "any" built -upon areas prior to receipt of a Stormwater
Management Permit (if required) will be a violation of North Carolina General Statutes.
Please note that the information requested must be received within 30-days receipt, or
construction may experience a subsequent delay. Please reference the subject project above on all
correspondences. Ifyou have any questions, please call me at [phone].
Sincerely,
Ricky Revels
Environmental Technician
Attachment
cc: Elizabeth Whitmore, Moore Co. Planning & Zoning
Jonathan S. Thomas, Moore Co. Building Inspections
Fayetteville Regional Office
225 Green Street - Suite 714, Fayetteville, North Carolina 28301-5043
Phone: [phone]TAX: 910-486-07071Internet: +ww.enr.state,�ic.us/t Ntt
An Equal Opportunity 1 Affirmative Action Employer- 50% Recycled 110% Post Consumer Paper

North Carolina
Department of Environment and Natural Resources
Division of Water Quality
WATER QUALITY CLASSIFICATION REQUEST FORM
This fort may be photocopied for use as an original,
1. PROJECT INFORMATION
In order to determine whether a State Stormwater Management Permit will be required for a
project in High Quality Water (HQW's) and Outstanding Resources Water's (ORW's), the classification
of the closest downslope surface waters (the surface waters that any sheet flow or overflow from the
project would flow toward) must be determined. It is required that the same authorized person that
obtained the "Approved" Sedimentation and Erosion Control Plan complete "only" Section I and 11 below.
DQW Staff will determine the receiving stream classification, complete Section III and return the
completed form to you.
2.
Project Name:
Authorized Contact Person: (print)
3. Mailing Address:
4. City
State
5. Name of closest downslope surface waters:
County:
zip Phone No.
6. Signature of'Contact Person Date:_
(To be signed by the same person or Authorized Agent as on the Approved Sedimentation and Erosion Control Plan)
7. Is a Sedimentation Erosion Control Plan required'? _Yes _ No
11. REQUIRED ITEMS
An 81/2" x l 1" copy ol'the appropriate portion ol'a USGS quad sheet showing the project's
property boundaries, receiving stream, major roads or State Roads numbers, and nearest town of city must
be attached.
Ill. CLASSIFICATION REQUEST (7o be coinpleted by Regional UJfice personnel)
1. Name of surface waters:
2. River Basin:
Index No,
3. Classification ( as established 1)y the E?niirontental Management Commission):
4. Proposed Classification, if applicable:
6
State Stormwater Nlanagement Permit required?
Signature of Regional Office personnel:
Yes _ No
Date

NCDENR
North Carolina Department of Environment and Natural Resources
Michael F. Easley, Governor William G. Ross, Jr., Secretary
April 28, 2003 Alan Klimek, P.E., Director
Division of Water Quality
CERTIFIED MAIL
RETURN RECEIPT REQUESLU)
Jetf Neubauer
Little River Golf, Inc.
500 Little River Farm Rd.
Carthage, NC 28327
SUBJECT: REQUEST FOR NOTIFICATION
Little River Clubhouse
Stormwater Project
Moore County, NC
Dear Mr. Neubauer:
On April 23, 2003, the Fayetteville Regional Office received a copy of the Approved Erosion
Control Plan for Little River Clubhouse. State regulations 15A NCAC 2H. 1000 requires any project that
is required to obtain an Erosion and Sedimentation Control Plan approval, to apply for a Stormwater
Management Permit. In order to determine il'a Stormwater Management Permit will be required for this
project, the classification of and distance from the receiving waters must be verified by this Office. Please
return the attached classification request form with a copy of that portion of the USGS quad sheet with the
project and the closest downslope named receiving waters clearly noted.
A Stormwater Management Permit Application, fee, and supporting information will be required
if this project is either draining to an Outstanding Resource Water or within I mile of and draining to a
High Quality Water. Projects that drain to Water Supply Watersheds must be reviewed and/or receive
approval for impervious surface allocations to be signed by the local governing authority for compliance.
Please be advised that construction of "any" built -upon areas prior to receipt of a Stormwater
Management Permit (if required) will be a violation of North Carolina General Statutes.
Please note that the information requested must be received within 30-days receipt, or
construction may experience a subsequent delay. Please reference the subject project above on all
correspondences. II'you have any questions, please call nie at [phone].
Sincerely,
Ricky Revels
Environmental Technician
Attachment
CC' Elizabeth Whitmore, Moore Co. Planning & Zoning
Jonathan S. Thomas, Moore Co. Building Inspections
Fayetteville Regional Office
225 Green Street - Suite 714, Fayetteville, North Carolina 28301-5043
Phone: [phone]/FAX: [phone]Internet: wNv .enr.state.nc.uslENR
An Equal Opportunity 1 Affirmative Action Employer - 50% Recycled 110% Post Consumer Paper
L

North Carolina
Department of Environment and Natural Resources
Division of Water Quality
WATER QUALITY CLASSIFICATION REQUEST FORM
This forin may he photocopied for use as an original.
1. PROJECT INFORMATION
In order to determine whether a State Stormwatcr Management Permit will be required for a
project in High Quality Water (HQW's) and Outstanding Resources Water's (ORW's), the classification
of the closest downslope surface waters (the surface waters that any sheet flow or overflow from the
project would flow toward) must be determined. It is required that the same authorized person that
obtained the "Approved" Sedimentation and Erosion Control Plan complete "only" Section I and 11 below_
DQW Staff will determine the receiving stream classification, complete Section III and return the
completed form to you.
1.
7
3.
Project Name_ _ County:
Authorized Contact Person: (print)
Mailing Address:_
4. City
State
5.. Name of closest downslope surface waters-
zip Phone No.
b. Signature of Contact Person Date:_
(To be signed by the same person or Authorized Agent as on the Approved Sedimentatiou and Erosion Control Plan)
7. Is a Sedimentation Erosion Control Plan required? _Yes —No
11. REQUIRED ITEMS
An 81/2" x I I" copy of the appropriate portion ofa USGS quad sheet showing the project's
property boundaries, receiving stream, major roads or State Roads numbers, and nearest town of city must
be attached.
Ill. CLASSIFICATION REQUEST (To he completed by Regional Office personnel)
1. Name of'surface waters:
2. River Basin: Index No.
3. Classification (as established by the Environmental Management Commission):
4. Proposed Classification, if applicable:
5
G�
State Stormwater Management Permit required`?
Signature of'Regional Office personnel:
Yes _ No
Date
.'A

Little River Farm Golf Club
Watershed Development Plan
Little River Golf Inc.
Carthage, North Carolina
Watershed Calculations Worksheet
STATUS
POD A
POD A
OPEN
PROJECT
THRU CURRENT
POD 6
POD C
POD D
POD E
POD F
POD G
POD H
POD J
POD K
(Phase 1)
(Remaining)
SPACE
TOTAL
PHASE
Developed
5.82
31.78
4.98
22.53
8.95
18.13
4.70
4.13
27.72
3.86
12.47
459.89
145.07
6.52
Area (Acres)
Total No. of
NIA
39
N/A
40
30
36
19
22
87
4
14
N/A
291
NIA
Lots
Impervious
2.72
10.56
3.73
7.74
4.78
5.35
3.62
2.53
15.11
2.27
2.21
0
60.62
2.72
Area (Acres)
Percent
46.7%
33.2%
74.9%
34.4%
53.4%
29.5%,
77.0%
61.3%
54.5%
58.8%
17,7°/a
0.00 %
10.02%
0.4%
Impervious
TOTAL SITE ACREAGES = 1604.96
TOTAL IMPERVIOUS ARCES 60.62
NOTES:
1. For the Low Density Option, the Maximum Impervious Area = 12% (72.59 AC.)
2. Open Space includes golf course, wetlands, floodways, and other non -developed property.
RECEIVED
SEP Q 5 2003
DENR - FAYE iTE LLE REGIONAL OFFICE

Entity Names
httpl/www•sccretary.stale.nc.us/Corporations/soskh/Corp.asp74843209
North Carolina
Elaine F. Marshall DEPARTMENT of: -THE
Secretary SECRETARY of STATE
NC
... _ e :. -
*Corporations Home;;
elmportant Notice
!Corporations'FAQ „��,:�R•
*Tobacco Manufacturers ,
,MVe�ify certification
•Online Annual Reports
•Secretary 91,; IatejHome,�o"'Y
-*Business License
,eRegiste(for,&Procurement
aDeot:-of Revenue` `.. .
zlvvu !2001 BiII,Surnmaries
*Aririval Reptirle .1997; `�`i� '�°� r
!„Corporations 1997•
•Otter Le isla" 'on' A
_•By Corporate Name', 't
+For.'New, Corporatiorr'.'-'A
08' Re istered A ent:`-
*Start -An Order . '
•New Payment Procedures.ar
W:
PO Box 29622 Raleigh, NC 27626-0622 (91 807-2000
Date: 9/1212003
Document Filings
02 Print Entity Report
Corporation Names
Name _ Name Type
LITTLE RIVER GOLF, INC Legal
Business Corporation Information
SOSI D:
0389257
Status:
Current -Active
Date Formed:
2/20/1996
Citizenship:
Domestic
State of Inc.:
NC
Duration:
Perpetual
Registered Agent
Agent Name:
Holshouser, Jr., J. E.
Registered Office Address:
100 Markel Square
Pinehurst NC 28374
Registered Mailing Address:
PO Box 1227
Pinehurst NC 28370
Principal Office Address:
No Address
Principal Mailing Address:
500 Little River Farm Rt
Carthage NC 28327
File Your Online Annual Report
For questions or comments about the North Carolina Secretary of State's web site, please send e-mail to Webmasto
For questions or comments concerning the Corporations Division, please send e-mail to Corporations Administrat
Click here for help downloading forms.
1 of 1 9/ 1212003 2:29 PM

Entity Namcs
hitp://www,scerelary-state,ne.us/corporations/soskh/Carp.asp'?5630025
North Carolina
4GlAvy
Elaine F. lViarShall
DEPARTMENTOF THE
~y `:
Secretary
SECRETARY OF STATE
PO Box 29622 Raleigh, NC 27626-0622 d919W7-2000
*Corporations Home .ika ,! °
='otice
Date: 9/22/2003
!rta Impont N
Corporate"Forms ;: "
Click here to:
View Document Filings
Print an Entity Report
„aCorporations'FAQ:
eTobacco Manufacturers �-
Fite an Annual Report I Print a blank Annual Report
..Verify Certification,",-,
oOnline'Arinoal•Re`orts:,:'r; ' '•
Corporation Names
*Secretary Of:State Home'rW r,•�
„�BusinEss'License• .-..• � � ;,
eRegisieF,for E-Procu?.rernent
*,1999 Senate Bills',:-1;``.,`:'� •`�`^:.
02001'Bifl,Summaries
�Arinual'Reports'�t997- `
e,Corporations4997�,': FFQi "nV
°Other Legislation _
liiiiiiiiiiiiiiiii• • .
eStart`An Order;
oNewPayment.Procedures:
a
4.n pry Z � 7
:r
.^�. � •'f - - %w . - .. :� mks rs
!Name Name Type
Little River Farm Properties, LLC Legal
Limited Liability Company Information
SOs1D: 0669358
Status:
Current -Active
Date Formed:
3/27/2003
Citizenship:
Domestic
State of Inc.:
NC
Duration:
12/31 /2018
Registered Agent
Agent Name:
Registered Office Address:
Registered Mailing Address:
Principal Office Address:
Principal Mailing Address:
Neubauer, Jeff
500 Litle River Farm
Carthage NC 28327
500 Litle River Farm
Carthage NC 28327
No Address
For questions or comments about the North Carolina Secretary of State's web site, please send e-mail to I
For questions or comments concerning the Corporations Division, please send e-mail to Corporations Aa
Click here for help downloading forms.
1 of 1 9/22/2003 1 1:38 AM

Transmittal
LaxIdDe5
urban design planning
civil engineering
landscape architecture
223 North Graham Street - Charlotte, NC 28202
Phone: [phone] / Fax: [phone]
TO:
DATE
10/17/03
F
Paul Rawls
PROJECT NAME
Little River
r`
Water Quality Regional Supervisor
PROJECT #
5002033
l
1 OCT
NCDENR
t 0 2003
#PAGES
1
225 Green Street
_
Suite 714/Systel Building
BUS. PHONE
IL I- ,1, i
BUS. FAX
Fayetteville NC 28301-5043
BUS. MOBILE
CARBON COPIES
WE ARE SENDING:
x Drawings
Specifications
x Applications
Fees
Redlines
Diskette/CD
Other
VIA:
Mail
Fax
Courier
FedEx Ground
x Fed Ex Overnight
Hand Delivery
Pick Up
Email
PURPOSE:
x Approval
Your Use
Your Information
Review / Comment
x Your Request
Signature
QTY
ITEM
DESCRIPTION
1
SWU-101
updated
1
SWU-102
updated
1
SWU-104
updated
1
BUA Allocation Table
updated
1
Plan Sheet C-6
Revised
NOTE S
FROM: Kevin Vogel, P.E. Charlotte NC
Washington DC Tampa FL Asheville NC Pinehurst NC Charlotte NC Nashville TN Beijing PRC
If this tkxumrm wac delivered via FAX, tttu accompanying tnutsmission contains confidential irttorimlion intended only for the use of the individual of the entity named ah—. IFyou uro nut die
intended recipient, you are hLrelry notified that any disclosure, copying, distrihurirsn or the taLiug of any actn,n in reliance on the consents of this facsimile infomration is strictly pnrhNted. If you lwve
received this FAX in error, please i¢a:rcrliately notify us by tcicpfxrnc to ar uigc frrr disposition or return of the docurrems to us.

North Carolina
Department of Environment and Natural Resources
Michael F. Easley, Governor
William G. Ross Jr., Secretary
James D. Simons, P.G., P.E.
Director and State Geologist
June 4, 2003
Jeff Neubauer
Little River Golf, Inc.
500 Little River Farm Rd.
Carthage, NC 28327
ern
NCDENR
Division of Land Resources
Re: Approval of Soil Erosion and
Sediment Control Plan
Little River Clubhouse
Moore County, North Carolina
Dear Jeff Neubauer:
The review of the above -referenced erosion control plan has been completed. The plan
has been found to be acceptable subject to the following stipulations:
1. The permanent seeding specifications received via facsimile transmission on ,Tune 3, 2003
from Nan[ Songco of Land Design are incorporated into the approved plan.
2. This project is located within a High Quality Water (HQW) zone. All regulations regarding
sensitive area watersheds should be followed.
3. Enclosed is a Certificate of Plan Approval, which must be displayed at the job site. Title
15A, Section 413.0127(c) of the North Carolina Administrative Code requires that no person
may initiate a land -disturbing activity before notifying this agency of the date the land -
disturbing activity will begin. Failure to provide notification will result in a violation of this
plan approval.
4. In order to ensure the early coordination and implementation of the erosion control plan for
this project, it is requested that a preconstruction conference be held. As a minimum,
representatives of the owner, engineer, contractor, and this office should attend, subject to the
availability of staff. Please notify Steve Cook of this office as to when this conference is
scheduled. It is also requested that you notify this office of the proposed starting date for this
project.
1p.'
• 'k 1
19: 5. Title 15, Section 413.0017 (A) of the North Carolina Administrative Code requires that a copy
of the approved plan be on file at the job site and that inspections of the project be made by
this office to ensure compliance with the approved plan.
Land Quality Section [phone] Fax [phone]
225 Green Street, Suite 714/ Systel Building, Fayetteville, North Carolina 28301-5043
AN EQUAL OPPORTUNITY \ AFFIRMATIVE ACTION EM13LOYER - 50% RECYCLED / 10% POST CONSUMER PAPER

Jeff Neubauer • +
Little River Clubhouse
6. Please note that this approval is based in part on the accuracy of the information provided in
the Financial Responsibility/Ownership Form, which you provided. You are required to file
an amended form if there is any change in the information included on the form.
7. Acceptance and approval of this plan is conditioned upon your compliance with federal and
state water quality laws, regulations, and rules. In addition, local city or county ordinances or
rules may also apply to this land -disturbing activity. This does not supersede any other
permit or6approval. The developer is responsible for obtaining any and all permits and
approvals necessary for the developing of this project prior to the commencement of this
land -disturbing activity. ;This could include the Division of Water Quality under storm water
• regulations, the -US Army Corps of Engineers under Article 404 jurisdiction, local county or
town agencies under their local ordinances, or others that may be required. This approval
cannot supersede any other permit or approval; however, in the case of a Cease and Desist
Order from the Corps of Engineers, that Order would only apply to wetland areas. All other
lands must still be in compliance with the Sedimentation Pollution Control Act.
8. If any area on site falls under the jurisdiction of Section 404 of the Clean Water Act, the
developer is responsible to the orders of the US Army Corps of Engineers. Any erosion
control measures that fall within jurisdictional wetland area must be relocated to the
transition point between the wetlands and the highlands to assure that the migration of
sediment will not occur. If that relocation presents a problem or contradicts any requirements
of the Corps of Engineers, it is the responsibility of the developer to inform the Land Quality
Section's Regional Office so that an adequate contingency plan can be made to assure
sufficient erosion control on -site. Failure to do so will be considered a violation of this
approval.
9. Any borrow material brought onto this site must be from a legally permitted mine site or
other approved source. A single use borrow site is only permissible if all of the following
apply: (1) The excavation or grading is conducted to provide soil or other unconsolidated
material to be used without further processing for a single off -site construction project for
which an erosion control plan has been approved in accordance with Article 4 of Chapter
1 I3A of the NCGS. (2) The affected land, including nonpublic access roads, does not exceed
five acres. (3) The excavation or grading is completed within one year. (4) the excavation or
grading does not involve blasting, the removal or material from rivers of streams, the disposal
of off -site waste on the affected land, or the surface disposal of groundwater beyond the
affected land. (5) The excavation or grading is not in violation of any local ordinance. (6)
An erosion control plan for the excavation or grading has been approved in accordance with
Article 4 of Chapter 113A of the NCGS.
10. following the completion of the project, you should notify this office to schedule a final
inspection. The purpose of this inspection is to ensure that all erosion control requirements
have been met.

� f l Jeff Neubauer
Little River Clubhouse
11. This project is subject to the National Pollutant Discharge Elimination System (NPDES) and
covered by the enclosed general storm water permit NCGO10000 (Construction Activities).
You should become familiar with all of the requirements for compliance with the enclosed
general permit.
This approval is subject to the satisfactory performance of the erosion control measures
under field conditions. Should it be determined that the requirements of the Sedimentation
Pollution Control Act of 1973 (GS 113A, 51-66) are not being met, revisions to the plan and its
implementation will be required.
This permit allows for a land disturbance, as called for on the application plan, not to exceed
C 5.21 acres and/or the limits of the submitted plans. Exceeding these limits will be a violation of
this permit and would require a revised plan and additional application fee. Amendments to the
plan should be submitted to this office under the same procedures as followed for the original plan.
This plan approval shall expire three (3) years following the date of approval, if no land -disturbing
activity has been undertaken, as is required by Title 15A NCAC 4B .0029.
We look forward to working with you on this project.
Sincerely,
Steve Cook, C.P.E.S.C.
Assistant Regional Engineer
Land Quality Section
MSClfcp
Enclosure
cc: Land Design
Jonathan S. Thomas, Building Inspector
LQ Section Regional File
Ricky Revels, Water Quality Section
Project Name: Little River Clubhouse
Project Number: Moore-2003-048
Submitted By: Land Design
Date Received by LQ: 05/23/2003
River Basin: Cape Fear

�MaY fib• Z U U ; I bIF'M LANDDESIGN INC No-3 M o. 2/l0
FINANCIAL RESPONSIBILITY /OWNERSHIP FORM
SEDU�MNTATION POLLUTION CONTROL ACT
w
No person may initiate a land -disturbing activity on one or more acres as covered by the Act before' form
and an acceptable erosion and sedimentation control plan bave been completed and approved by the Land Quality
Section, NC Departrnnent of Fmvironrneznt, and Natural Resources, (Please type or print and, if question is not'
applicable, place N/ A in the blank).
Part A.
1- Project Name LITTLE R1VM 401-1= c 118j4oysff LOchc a
2. Location of land -disturbing activity: County _ 00KV,
4.
S.
6.
7.
9.
10.
City or Township Cy4[L"C41a 6sE , and Highway/Street L I-ITL6 RM tVIW- FAR&L-Va-
Approximate date land -disturbing activity will be commenced: M/.X a03
Purpose of development (residential, commercial, industrial, etc.):
Total acreage disturbed or uncovered (including off -site borrow and waste areas):
• V .-�i t - Rey �
Amount of fee enclosed $ 50 . C;0
Has an erosion and sedimentation control plan been, ailed? Yes Z No
Enclosed
Person to contact should sediment control issues arise during land -disturbing activity.
Name K E V 1 N VOrA f, Telephone (2024�1 IU - 3 777
Landowner(s) of Record (Use blank page to list additional owners):
LITTL F. K%VE!% GoLjs . Wr- .
Name(s)
moo Lt-m-5 lUvEFF,, PAMM RD,
Current Mailing Address
GAR NA, 6 M6 Z S 311
City State Zip
Recorded in Deed Book No.
Cent Street Address
City
Page No.
State
. art
Person(s) or firm(s) who are financially responsible for this land -disturbing activity (Use a blank page to last
additional persons or firms):
Li'r1"l4KIV191L GamLF j 1lir�.
Name of Person(s) or Finn(s)
m LI TLf RtVM per{
Current Mailing Address
GAp-l"^415 -"- 2.93'1.7
city — - State Zip
Telephone _(3LO)
Current Street Address
its` State zip
Telephone

May.16. 20U 12:5!PMl LANDDESIGN INC NO.3881 P- V10
L • Y
2. (a) If the Financially Responsible party is not a resident of North Carolina give name and street address of a
North Carolina Agent.
Name
Mailing Address
r y Statezip
Telephone
Street Address
City State Zip
Telephone
(b) If the Financially Responsible Patty is a Pwct nership or other person engaging in business under an
assumed name, attach a copy of the certificate of assumed name. If the Financially Responsible Party is a
Corporation give name and street address of the Registered Agent.
Lrr-rL.E IZIVM 6joL1- IW4.
Name of Registered Agent
5w L11*rw5 RtivGR- f)4aM gi-vp.
Mailing Address
[.AMTK"E NG. 2$1--j.7
City — -- State -- Zip -
Telephone `910 . 9401 - 4(609
Street Address
City State Zip
Telephone
The above infortnation is true and correct to the best of may knowledge and belief and was provided by ;me
under oath. (Phis form must be signed by the financially responsible person if an individual or his attorney -
in -fact or if not an individual by an officer, director, partner, or registered agent with authority to execute
instruments for the financially responsible person). I agree to provide connected information should there be
any change in the information provided herein.
Title or Authority
Date
I, a Notary Public of the County of
State of North Carolina, hereby cerftfy that
appeared personally before me this day and bein duly sworn acknowledged that the above form was
executed by him.
Witness my hand and notarial seal, this , day off' 't� Y 3
.•`�Gr��� gRAp'r•.tl
x®T4L#;• o
hf : G � My cozr mission expires d1L4-561-��
Aft
rr, COI rntTi . .,`

North Carolina
Department of Environment and Natural Re"sources
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Charles H. Gardner, P.G., P.E.
Director and State Geologist
April 23, 2003
Jeff Neubauer
Little River Golf, Inc.
500 Little River Farm Rd.
Carthage, NC 28327-
NCDENR
Division of Land Resources
Re: Approval of Soil Erosion and
Sediment Control Plan
Little River Clubhouse
Moore County, North Carolina
Dear Jeff Neubauer:
The review of the above -referenced erosion control plan has been completed. The plan
has been found to be acceptable subject to the following stipulations:
I. This approval is for clearing, grubbing and grading only. A revised erosion and
sedimentation control plan should be submitted prior to final grading and clubhouse
construction.
2. This project is located within a High Quality Water (HQW) zone ?All regulations regarding
sensitive area watersheds should be followed.
Enclosed is a Certificate of Plan Approval, which must be displayed at the job site. Title
15A, Section 413.0127(c) of the North Carolina Administrative Code requires that no person
may initiate a land -disturbing activity before notifying this agency of the date the land -
disturbing activity will begin. Failure to provide notification will result in a violation of this
plan approval.
4. In order to ensure the early coordination and implementation of the erosion control plan for
this project, it is requested that a preconstruction conference be held. As a minimum,
representatives of the owner, engineer, contractor, and this office should attend, subject to the
availability of staff. Please notify Steve Cook of this office as to when this conference is
scheduled. It is also requested that you notify this office of the proposed starting date for this
proj ect.
5. Title 15, Section 413.0017 (A) of the North Carolina Administrative Code requires that a copy
[,and Quality Section [phone] Fax [phone]
225 Green Street, Suite 7H/ SysteI Building, Fayetteville, North Carolina 28301-5043
ANEQUALOPPORTUNI Y` APFIRMATIVFACTIONEMPLOYER-50%RECYCLED! 10%POSTCONSUMERPAPER

Jeff Neubauer
Little River Clubhouse
of the approved plan be on file at the jab site and that inspections of the project be made by
this office to ensure compliance with the approved plan.
G. Please note that this approval ,is based in part on the accuracy of the information provided in
the Financial Responsibility/Ownership Form, which you provided. You are required to file
an amended form if there is any change in the information included on the form.
7. Acceptance and approval of this plan is conditioned upon your compliance with federal and
state water quality laws, regulations, and rules. In addition, local city or county ordinances or
rules may also apply to this land -disturbing activity. This does not supersede any other
permit or approval. The developer is responsible for obtaining any and all permits and
approvals necessary for the developing of this project prior to the commencement of this
land -disturbing activity. This could include the Division of Water Quality under storm water
regulations, the US Army Corps of Engineers under Article 404 jurisdiction, local county or
town agencies under their local ordinances, or others that may be required. This approval
cannot supersede any other permit or approval; however, in the case of a Cease and Desist
Order from the Corps of Engineers, that Order would only apply to wetland areas. All other
lands must still be in compliance with the Sedimentation Pollution Control Act.
If any area on site falls under the jurisdiction of Section 404 of the Clean Water Act, the
developer is responsible to the orders of the US Army Corps of Engineers. Any erosion
control measures that fall within jurisdictional wetland area must be relocated to the
transition point between the wetlands and the highlands to assure that the migration of
sediment will not occur. If that relocation presents a problem or contradicts any requirements
of the Corps of Engineers, it is the responsibility of the developer to inform the Land Quality
Section's Regional Office so that an adequate contingency plan can be made to assure
sufficient erosion control on -site. Failure to do so will be considered a violation of this
approval.
9. Any borrow material brought onto this site must be from a legally permitted mine site or
other approved source. A single use borrow site is only permissible if all of the following
apply: (1) The excavation or grading is conducted to provide soil or other unconsolidated
material to be used without further processing for a single off -site construction project for
which an erosion control plan ,has been approved in accordance with Article 4 of Chapter
i 13A of the NCGS. (2) The affected land, including nonpublic access roads, does not exceed
five acres. (3) The excavation or grading is completed within one year. (4) the excavation or
grading does not involve blasting, the removal or material from rivers of streams, the
disposal of off -site waste on the affected land, or the surface disposal of groundwater beyond
the affected land. (5) The excavation or grading is not in violation of any local ordinance.
(b) An erosion control plan for the excavation or grading has been approved in accordance
with Article 4 of Chapter 113A of the NCGS.
10. Following the completion of the project, you should notify this office to schedule a final
inspection. The purpose of this inspection is to ensure that all erosion control requirements
have been met.

Jeff Neubauer
Little River Clubhouse
11. This project is subject to the National Pollutant Discharge Elimination System (NPDES) and
covered by the enclosed general storm water permit NCG010000 (Construction Activities).
You should become familiar with all of the requirements for compliance with the enclosed
general permit.
'Phis approval is subject to the satisfactory performance of the erosion control measures
wider field conditions. Should it be determined that the requirements of the Sedimentation
Pollution Control Act of 1973 (GS 113A, 51-66) are not being met, revisions to the plan and its
implementation will be required.
This permit allows for a land disturbance, as called for on the application plan, not to exceed
4.8 acres and/or the limits of the submitted plans. Exceeding these limits will be a violation of this
permit and would require a revised plan and additional application fee. Amendments to the plan
should be submitted to this office under the same procedures as followed for the original plan. This
plan approval shall expire three (3) years following the date of approval, if no land -disturbing
activity has been Undertaken, as is required by Title 15A NCAC 413 .0029.
We look forward to working with you on this project.
Sincerely,
Steve Cook, C.P.E.S.C.
Assistant Regional Engineer
Land Quality Section
SC1rwf
Enclosures
cc: Land Design
Jonathan S. Thomas, Building Inspector
LQ Section Regional File
-Ricky Revels, Water Quality Section
Project Name: Little River Clubhouse
Project Number: Moore-2003-048
Submitted By: Land Design
Date Received by LQ: 4/4/03
River Basin: Cape Fear
3

MEMORY TRANSMISSION REPORT
TIME OCT-02-2OD3 04:01PM
TEL NUMBER
NAME
FILE NUMBER 780
DATE OCT-02 D3:57PM
TO 17043768235
DOCUMENT PAGES O11
START TIME OCT-02 03:57PM
END TIME OCT-02 04:DIPM
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STATUS 4K
FILE NUMBER 780 ** SUCCESSFUL_ TX NOTICE*
FAX TRANSMISSION
PENR
FAYETTEVILLE REGIONAL OFFICE
FAYETTEVILLE, NORTH CAROLINA 28301-5043
VOICE: 910-486-1 541
Fax: 91 O-486-0707
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FAx TRANSMISSION
DENR
FAYETTEVILLE REGIONAL OFFICE
FAYETTEVILLE, NORTH CAROLINA 28301-5043
VOICE: 910-486-1541
Fax: [phone]
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State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. A scants name (specify trie—firrike o the corporation, individual, etc. who owns the project):
Little River Golf Club, Inc. _
2. P ' w er nd title (person legally responsible for facility and compliance):
Jeff Neubauer - General Manager
3. Mailing Address for person listed in item 2 above:
500 Little River Farm Blvd.
City: Carthage _ State: NC Zip: 28327
Telephone Number: ( 910 } 949-4609
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
Clubhouse and Lodges
5. Location of Project (street address):
500 Little River Farm Blvd.
City: Carth
6. Directions to project (from nearest major intersection):
800' East of Hiahwav 15/501 and Little River
County: Moore
Farm Blvd. Intersection
7. Latitude: 30° 16' Longitude: 79°26' of project
8. Contact person who can answer questions about the project:
Name: Kevin Vogel Telephone Number: ( 704 ) 376-7777
II. PERMIT INFORMATION:
1. Specify whether project is (check one): ✓ New Renewal Modification
Form SWU-101 Version 3.99 Page I of

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)
3. Specify the type of project (check one):
✓ Low Density 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
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing storrnwater management for the project .
Overall project developed to low density impervious area thresholds. 30' buffers will be provided on
ail perennial streams and on -site wetlands. Due to the curb & gutter and storm drainage system
proposed for this phase a BMP (wet pond) is proposed to provide 90% tss removal.
2. Storrrrwater runoff from this project drains to the Little River River basin.
3. Total Project Area: 604,9C _ _acres 4. Project Built Upon Area: 10.02 %
5. How many drainage areas does the project have? 2 Phase 1
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.
PHASE I DRAINAGE AREAS (AREA 1 DRAINS TO WQ POND)
in;lrifor'matron i ^ '
$as , j4x
��� �_� :
°,���^Drauiage Areal
. .
tw :, :Drainage:Area 2 ..
Receiving Stream Name
Wads Creek
Wads Creek
Receiving Stream Class
WS III / High Quality Water
WS Ill / High Quality Water
Drainage Area
4.0 Acres
0.8 Acres
Existing Impervious` Area
0
0
Proposed Impervious*Area
2.5 Acres
1.09 Acres
% Impervious' Area (total)
0.41 % (Total)
0.02 % Total
[riper"vrousSurface:Area;'
^' �v;Drarnage Area:ly ;';tt
i ,.� . vw ee :� s. . 3 i
�26
rairiage'Area 2 L
tiv .
On -site Buildings
740 sf
-
On -site Streets
21,240 sf
-
On -site Parking
42,925 sf
-
On -site Sidewalks
10,675 sf
908 sf
Other on -site
7,320 sf
-
Off -site
-
-
Total: 108,900 sf
Total: 908 sf
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 399 Page 2 of 4

7. How was the off -site impervious area listed above derived? Construction Document Takeoff
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.
I. 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 5,000 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 storm water 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 storm water 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
sliall include all the applicable items required above, that the covenants will be binding on all parties and persons
claiming tinder 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
Form SWU-101 Version 3.99 Page 3 of 4

' 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.
• Original and one copy of the Stormwater ,Management Permit Application Form
• One copy of the applicable Supplement Form(s) for each BIMP
• 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
ff 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):.
Mailing Address:
City: State:
Phone: ( ) _ 4 Fax: ( )
VIII. APPLICANT'S CERTIFICATION
Zip:
b Jeff Neubauer I, (print or type name ofperson listed in Genera! Information, item 2) '
)
certify that the infor cation form is, t the best of my knowledge, cor eland
that the pr wig e c fistr c in conformance . ith the a ved plans, t a e requi restrictions
rignaCtu"re:
ective c s 1 recorded, a at the proposed pr ' ct complies with the requirements of 15A
H .t0 0.
Iovlo -Z�.
_ _ Date: % '
Form SWU-101 Version 3,99 Page 4 of 4

f
Permit No.
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWQ Stormwater Management Plan Review"
A complete stormwater management plan submittal includes an application form, a wet detention basin
supplement for each basin, design calculations, and plans and specifications showing all basin and outlet
structure details.
1. PROJECT INFORMATION
Project Name: little River Golf Club — Phase l Clubhouse & Lodge
Contact Person: Kevin W. Vogel Phone Number: [phone]
For projects with multiple basins, specify which basin this worksheet applies to:
elevations
Basin Bottom Elevation 383.5 ft. (floor of the basin)
Permanent Pool Elevation 387.0 ft. (elevation of the orifice)
Temporary Pool Elevation 388.0 ft. (elevation of the discharge structure overflow)
areas
.Permanent Pool Surface Area 8064 sq. ft. (water surface area at the orifice elevation)
Drainage Area 4 0 ac. (on -site and off -site drainage to the basin)
Impervious Area _1— ae. (on -site and off -site drainage to the basin)
volumes
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
Other parameters
SAIDA I
Diameter of Orifice
Design Rainfall
Design TSS Removal 2
12,820 cu. ft. (combined volume of main basin and forebay)
_8 , 911 cu. ft. (volume detained above the permanent pool)
2,600 cu. ft. (approximately 20% of total volume)
(s.53 urface area to drainage area ratio from DWQ table)
k .5 in. (2 to 5 day temporary pool draw -down required)
1 in.
Ag % (minimum 8511'a required)
Form SWU-102 Rev 3.99
Page 1 of 4

AuG�26-2003(IEIE) 09:03 Land Design (FRX)iO113768235 P.003/005
Footnores:
a when using the Divis;on SAIDA tables, the correct StVDA ratio for permanent pool sizing should be computed based upon the
ncrual impervious % and permanent pool depth_ Linear interpolation should be employed to determine the correct value !or non-
standard cable entries.
2 hi tilt 20 constal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
90% TSS removal. The NCDENR BMP manual provides design tables for bout 85% I'SS removal and 90% TSS removal.
II_ REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stoimwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 211.1008.
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 Pcnrtit
Application Form, the agent may initial below. If a requirement has not been met, attach justification.
pJic=ts Initials
KWV a. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
KWV b. The forebay volume is approxiinately equal to 20% of the basin volume.
KWV c. The temporary pool controls runoff from the design storm event.
M-TV d. The temporary pool draws down in 2 to 5 days.
N/A e. If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
7 calculations)
KWV r f. The basin length to width ratio is greater than 3:1.
KWV g. The basin side slopes above the permanent pool ;are no steeper than 3:1.
_may h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
xta� i. Vegetative cover above the permanent pool elevation is specified.
KVW j. A trash rack or similar device is provided for both the overflow and orifice.
KWV k. A recorded drainage easement is provided for each basin including access to nearest right-
of-way.
tcwy 1. 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 detention basin.
` rn. A mechanism is specified which will drain the basin for maintenance or an emergency.
III. WET DETENTION BASIN OPERATION AND MALNTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated Filter if one is provided.
This system (check one) 0 does m does not incorporate a vegetated filter at the outlet.
This system (check one) 0 does b does not incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3.99 Page 2 of

Aul -26-2093(TUE) 09: 03
Land Oesien
(FRX)7063768235 P.00d/005
Maintenance uctivides shall be performed as follows:
1. After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that druwdown of the temporary pool occurs within
2 to 5 days as designed.
2.' Repair eroded areas immediately, re -seed ws necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inclies, 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. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (sec diagram below). Removed sediment shall be disposed of
in an appropriate manner and shall 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 deterrnine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When .the permanent pool depth reads 2.5 feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads 2 feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
(fill in the blanks)
Permanent fool EJcvadon 387
Sediment Re oval LI. 386 75
Scdimcnt Removal Elevation 38(i 75�iv
- -_____------------------------___--------------------
--
l3ottwm EIc anon 384 %
BouomElevadon 1535 25%
F ORCBA'Y
MyFAIacTi�:
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
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, the flushing of sediment through
the emergency drain shall be minimized to Elie maximum extent practical.
Form 5WU 102 Rev 3.99 Page 3 of 4

,AUG�24U-2003(TUE) 09,03 Land Design
(FAk.PH3768235 P. 005/005
7. All components of the wet detention basin sysletn shall be maintained in good working order.
I acknowledge and agree by my signature below that 1 am responsible for the Rerforynance of the seven
maintenncce procedures listed abov s wx stem or prior to any
changes to the or responsible party. 1� „/
Print naine• —I T,� WZ fi�&f e4C a
✓W
Note: The legally responsible party should not be a homeowncm association unless more than 50% of Qtc loss have been sold and a
resident of the subdivision has been named the president.
a Notary Pub] is for the State of
County of , do hereby certify zh itZE personally appeared before me this 4� day of and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Wimess my hand and oFf icial seal,
IIf1
.•�P�,Rowooa0
' ' CRY • :•
s
-.,�NlpN Cpv���.•
SEAL
My corrvnission expires OS A 3/*'NGA f
IMP
Form SUV-102 Rev 3.99 Page 4 of 4

Permit No.
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
LOW DENSITY SUPPLEMENT
This form may be photocopied for use as an original
A low density project is one that meets the appropriate criteria for built upon area and transports stormwater
runoff primarily through vegetated conveyances. Low density projects should not have a discrete stormwater
collection system as defined by 15A NCAC 2H .1002{1$}. Low density requirements and density factors can be
found in 15A NCAC 2H . 1005 through .1007.
1. PROJECT INFORMATION
Project Name : Little River Farm Golf Club - Phase I Clubhouse and Lodges
Contact Person: Kevin W. Vogel, P.E.
Phone Number: (704 ) 376-7777
Number of Lots: N/A Allowable Built Upon Area Per Lot*: NIA
*If lot sizes are not uniform, attach a table indicating the number of Jots, lot sizes and allowable built upon area
for each lot. The attachment must include the proiect name, phase, page numbers and provide area subtotals
and totals. ( See Plans Sheet C - 8 )
1I. BUILT UPON AREA
See the Stormwater Management Permit Application for specific language that must be recorded in the deed
restrictions for all subdivisions.
For uniform lot sizes, complete the following calculation in the space provided below where:
• SA Site Area - the total project area above Mean High Water. Wetlands may be excluded when the
development results in high density pockets.
• DF Density Factor - the appropriate percent built upon area divided by 100.
• RA Road Area - the total impervious surface occupied by roadways.
• OA Other Area - the total area of impervious surfaces such as clubhouses, tennis courts, sidewalks, etc.,
• No. Lots - the total number of lots in the subdivision.
• BUA/Lot - the computed allowable built upon area for each lot including driveways and impervious
surfaces located between the front lot fine and the edge of pavement.
Fonn SWU-104 Rev 3.99 Page E of 2

(SA x DF) - RA - OA = BUA
No. Lots Lot
Calculation:
B.U.A. Calculations ( Phase 1 - Clubhouse and Lodges )
B. U.A. = 2.52 Acres ( Phase 1 )
(0.42% of overall project)
= 60.62 Acres (overall)
10.02%
111. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate that the following requirements have been met and supporting
documentation is provided as necessary. If the applicant has designated an agent on the Stormwater
Management Permit Application Form, the agent may initial below.
Applicants Initials
KWV
a.
KWV
b.
KWV
/d.
KWV
30 foot vegetative buffer is provided adjacent to surface waters. Projects in the Neuse
ver basin may require additional buffers.
eed restriction language as required on form SWU-101 shall be recorded as a restrictive
covenant. A copy of the recorded document shall be provided to DWQ within 30 days of
platting and prior to sale of any lots.
Built upon area calculations are provided for the overall project and all lots.
Project conforms to low density requirements within the ORW AEC (if applicable).
[15A NCAC 2H .1007(2)(b)]
Form SWU-104 Rev 3.99 Page 2 of 2

MEMORY TRANSMISSION REPORT
TIME OCT-01-2003 09:59AM
TEL NUMBER
NAME
R LE NUMBER
T59
DATE
OCT-01
09:58AM
TO
17043768235
DOCUMENT PAGES
004
START TIME
OCT-01
09:58AM
END TIME
OCT-01
09:59AM
SENT PAGES
004
STATUS
OK
FILE NUMBER 759
* SUCCESSFUL TX NOT ICE
i
ICI C��IV R
FAX TFRANSMISSION
DENIR
FAYETTEVILLE REGIONAL OFFICE
f=AYETTEVILLE,
NORTH CAROLINA 28301-5043
VOICE: 9-ic)-486-1S41
Fax: [phone]
Fax #: p 3-7(o S
From: %41 V—' —V {-k
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FAX TRANSMISSION
DENR .
FAYETTEVILLE REGIONAL OFFICE
FAYETTEVILLE, NORTH CAROLINA 28301-5043
VOICE: 910-486-1541
Fax: [phone]
To: U05 zl
Fax#: W9, 37&-1z35
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Date: OG-A., 6,-r 1' Zoo 3
Pages (including cover):
Subject: _Re,1a1rs
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September 30, 2003
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Mr. Jeff Neubaur, General Manager
Little River Golf, Inc.
500 Little River Farm Blvd.
Carthage, North Carolina 28327
SUBJECT: REQUEST FOR ADDITIONAL INFORMATION
Permit No. SW6030701
Little River Golf Club - Phase I, (POD A) Clubhouse & Lodges
Low Density Cluster Development
Stormwater Permit
Moore County, NC
Dear Mr. Ncubaur:
This Office has completed a preliminary review of the subject project, along with plans
& specifications received on July 30, 2003. Your applications as submitted oil July 30, 2003 was
incomplete. This office received the necessary operation and maintenance agreement (SWU -102,
Page 4 of 4) for the pond by fax on August 26, 2003. Additional information is requested before
we can continue our review. Please address the following by October 29, 2003.
SWU-10.1 version 3.99 Application Comments
Please update Page 1 of 4, 1. (t) Applicants name. Applicants name is shown as Little
River Golf Club, Inc., while (wet pond supplement forni swu-102) maintenance
agreement shows Little River Farm Properties, LLC. Please provide consistent applicant
name (designation) on all applications if possible, if not explain.
Please update Page 1 of 4, I. (2) signing official's title is shown as General Manager of
Little River Golf, Inc., while (SWU-102) shows official as president of a different
corporation. Please note that application and supplements must be signed by the
president or vice president of the same corporation. As noted above, please either provide
consistent signature and designation for signing official or explain why not.
Please update Page 2 of 4, Ill. (6) drainage area (1) shows 4.0 acres and drainage area (2)
shows 0.8 acres for a total of 4.8 acres, while spread sheet, plans & specifications shows a

Mr. ,Jeff Neubaur
Page 2
September 30, 2003
total developed area of 5.82 acres for POD A, Phase 1. Please explain these
inconsistencies.
4. Please update Page 2 of 4, 111. (6) proposed impervious area shows 2.5 acres for
impervious area in Drainage Area # 1, and 1.09 acres in Drainage Area # 2 for a
combined total of proposed impervious area of 3.59 acres, while the spread sheet along
with plans & specifications shows a total of 2.72 acres of impervious area. Please correct
or explain.
5. Please update Page 2 of 4, III. (6) % impervious area, 2.5 acres of proposed impervious
area associated with 4.0 acres in drainage area (1) equals 62.50% impervious, while the
1.09 acres of proposed impervious area associated with the 0.8 acres in drainage area (2)
equals 135.25 % iniprevious. hnprevious areas can not equal greater than 100% of a
given drainage area. Please explain.
6. Please update Page 3 of 4, IV. (2) of deed restrictions and protective covenants. Since it is
the understanding of this office that POD A (phase 1) is only associated with the
Clubhouse and lodges, and that said property will not be sold or subdivided; therefore IV
(2) should be corrected from 5,000 square feet per lot to read NIA. Note: future (phased
development) application submittals that propose any tranfer of ownership will be limited
to a 10.02% build upon area (BUA) per lot size and/or not to exceed 10.02% BUA of
total land mass being transfer when totaling BUA of individual lots. This 10.02% BUA
requirement has been established by you as indicated on your application and master plan.
7. Please update Page 4 of 4, VIII. (1) Applicant name/signature must be by a president
or vice president of a company or corporation. If not, remember to provide a signed
authorization from someone who fits the requirements. (See #2 above)
SWU-102 Rev 3.99 Wet Detention Basin Supplement Comments
Please note on Page I of 4, (I) DWQ pond spread sheet has determined that the proposed
wet pond's orifice was sized to large. Your engineer Mr. Kevin W. Vogel, P. E. was
notified and sent an electronic copy of the DWQ completed spread sheet. Therefore; Mr.
Vogel sent a signed and dated revised page 1 of 4 changing Diameter of orifice from 2.0
inches to 1.5 inches. Thank you for correcting this item, nofurther action is required to
address this item.
2. Please note on Page 2 of 4, (II) applicant has not officially been designated as agent,
therefore; the president or vice president must initial items (a-m) in ink. Mr Vogel has
initialed these items but to our knowledge has not been designated signature authority.

Mr. Jeff Neubaur
Page 3
September 30, 2003
3. Please note on Page 4 of 4, (II) (7) corporation name and signing official is not the same
as shown on application (S WU-101) form.
S`VU-104 Rev. 3.99 Low Density Supplement Comments
Please review and update Page 2 of 2 (II) B.U.A. calculations shows 2.52 acres, while
plans/specifications and allocation table shows 2.72 acres, associated with POD A,
Phase 1 - Clubhouse and Lodges. Please revise the calculations noted on Page 2 of 2 of
the Low Density Supplement to match the 2.72 indicated on the plans/spec.
2. Please update Page 2 of 2 (111) (a-d) applicants initials must be signed in ink "only" for
those that apply, NIA can be printed for those not applicable. President or vice president
must initial appropriate items in ink. Agent has not been designated by signature of the
president or vice president as shown on swu-101 form.
Allocation Table Comments
Plans/Specifications Comments
Please update Page C-6 of plans/specs to reflect a 1.5 inch WQ release pipe.
2. Please show barscreen detail on plans/specs.
If you have any further questions regarding this matter, please do not hesitate to contact
Mr. Ricky Revels or myself at [phone].
Sincerely,
Paul Rawls
Water Quality Regional Supervisor
cc: Kevin W. Vogei, P.E., - Land Design

[1,N,%d eond spreadsheet]
Subject: [Fwd: Pond spreadsheet[
Date: Wed, 10 Sep 2003 13:07:25 -0400
From: Ricky Revels <Ricky.Revcls a ncmail.net>
To: [e-mail] landdesign.com ,
Kevin,
Attached is the DWQ spread sheet for calculating the pond draw down period. Please run the calculations
for yourself.
• The orifice draw down period is showing 1.4 days. The required draw down must be between 2-5
days.
• Wet pond basin supplement (SWU-102) as submitted shows 2.5 acres impervious area, while the
spread sheet submitted Friday, September 5, 2003, shows POD A (Phase 1) having 2.72
impervious area (acres).
• `file project name varies slightly on SWU-101, SWU- 102 & Watershed Calculation Worksheet.
Your office does not need to address this issue. This office will address by reference and/or specific
language in the issued permit. Please use the same nomenclature on all forms submitted for future
phases or projects.
• It is the understanding of this office that you are accounting for the rain gutters associated with the
Little River Clubhouse.
Signed,
Ricky Revels
Subject: Pond spreadsheet
Date: Fri, 19 Oct 2001 16:29:31 -0400
From: Darren England <darren.england cUncmail.nct>
To: Ricky Revels <[e-mail]>
Ricky
Attached is the Excel spreadsheet you called about. It's pretty
straightforward, but if you have any question give me a call
-dme
Darren M. England
Environmental Engineer
N.C. Department of Environment and Natural Resources
Stormwater and General Permits Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
E-mail: [e-mail]
Phone: [phone], Ext. 545
Web Site: http://h2o.enr.state.nc.us/su/stormwater.html
Why don't you ever see the headline "Psychic Wins Lottery!"?
I ol'2
r
9/ 1012003 2:56 1'M

[Fwrl: fond spreadshectI
Wet Detention Pond Spreadsheet.xls
Name: Wet Detention Pond Spreadsliect.xls
'hype: Microsoft Excel Worksheet
(application/vnd.ins-excel)
Encoding: basc64
2 U 2 9/ 10/2003 2:56 I'M

Y
Project No. DWQ SW6030701
Project Name: Little River Golf Club - Phase I, (POD A) Clubhouse &-Lodge
DESIGN PARAMETERS:
ELEVATIONS
Bottom of Basin (ft)
Permanent Pool (ft)
Temporary Pool (ft)
AREAS
Permanent Pool SA (sq ft) 8064 Temporary Pool Depth: 1 ft. -
Drainage Area (ac) 4
Impervious Area (ac) 2.5 Required Surface Area: 6151 sq. ft. ok
VOLUMES
Permanent Pool (cu ft) 12820 Required Temporary Pool: 8894 cu. ft. ok
Temporary Pool (cu ft) 8911
Forebay (cu ft) 2600 Drawdown Rate: 0.04 cfs
OTHER PARAMETERS
SA/DA 3.53 Draw -Down Time: 2.5 days ok
Orifice Diameter (in) 1.5
Forebay: 20.280811 % ok
NOTES:
*This spreadsheet is designed to perform a quick preliminary check of design requirements and should not be considered
a complete evaluation of any project.
*All design parameters entered into this spreadsheet should be verified to be accurate based upon submitted plans and specs.
CALCULATION OF DESIGN REQUIREMENTS:
383.5 % Impervious: 62.5 % -
387
388 Permanent Pool Depth: 3.5 ft. ok

�t
6
*This spreadsheet is designed to calculate the draw -down time using the average temporary pool depth and the orifice
equation to estimate the change in driving head over time.
*The correct, not the reported, SA/DA value should be entered into the SA/DA block above.
`For impervious areas that do not fall neatly into the categories provided in table 1.1 of the BMP Manual, a linear interpolation
subroutine is provided below. The SA/DA value it computes must be physically entered in the SA/DA space above.
Linear Interpolation of SAIDA:
Target
Next Highest
Next Lowest
Impervious % SA/DA (from Table 1.1)
54
50 1.09
60 1.29
Interpolated SA/DA= 1.17

Fax Lover
LandDesign. urban design planning civil engineering landscape architecture
223 North Graham Street - Charlotte, NC 28202
Phone: [phone] / Fax: [phone]
TO: DATE; 9/18/03
Ricky Revels
PROJECT NAME
Little River
PROJECT #
5002033
NCDENR-Land Quality Section
# PAGES
i
225 Green Street
Suite 714/Systel Building
BUS. PHONE
910 486-1541
Fayetteville, North Carolina 28301-5043
BUS. FAX
910 486-0707
BUS. MOBILE
(NOTES
Original to follow by mail
}4 [SEP i s 2003
FROM- Kevin Vogel, P.E.
CARBON COPIES:
Charlotte NC
Washington DC Tampa F'L. Asheville NC Pinehurst NC Charlotte NC Nashville TN Beijing PRC
if ihis document was delivered via FAX, the uccumpanying trwvnrissiat ceatauts coWiciential infomtation intended only for the use of the individual of the entity rua rd above. Iryou are not the
intended recipient, you um hereby trotiW that wry disclosure, copying, distribution or qx taking of any action in reliance on the contenrs of tNs fucsmAle infamwtion is strictly prohibited. If you have
received this FAX in error, pieux hmr&diately notify us by telephone to arrange for disposition or return of the dt)Cutnenl5 to us.

Fax Cover
LslinMes&o. urban design plan' ring civil,engineenng landscape.archftectum
223 Norlh Graham Street - Charlotte, NC 28202
Phone: [phone] / Pax: [phone]
TO:
Ricky Revels
NCDENR-Land Quality Section '
225 Green Street
Suite 714/Systel Building
Fayetteville, North Carolina 28303-51143
DATE 9/18103
PROIECT NAME
Little River
PROJECT #
5002033
# PAGES
1
BUS. PHONE
910 486-1541
BUS. FAX
910 486-0707
BUS. MOBILE
FROM: Kevin Vogel, P.E. CARBON COPIES:
Charlotte NC
Wwshingcon DC Tampa FL Asheville NC Pinehurst NC Charlone NC Nashville TN BeijingPRC
If this dtxurteatl--,a,lcgvercd via FAX the tnaNIII panyind tmIm)IIFllvt{ W ntwapl l�kntiet h1rewrox6un imerded aniy fur dw ut t or tlr. tndvIdud of the entity om od MLu.c, Ir)vu nH; not the
luu`txh,1 t-�*Ipiem, you mn Iaveby u,IiM dut arty diwb ,-, cAWInp. MuHhwion or the L"S of xny Wiun ut wilm". on the ccmtrnis of tl& ramunik: ird5,tI101'an Is wkliy prnkibiDEd. Iryuu lu,-c
meived Iles rAX III nrrnr, gleam hmmdl my ik%ilq us by talatthnlw to wmiucu Dw dl'l•-lilNu ur renau of the dncu tur lu uN
200/100'd SE2l39ZEDOZ(1(dd) u61sa0 pueI DS:21 (f WE002-81-d3S

1
Penn it No.
(ra be provided by DtivQJ
1 State of Norlli Caroluia
Department of lnvironment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
T7ri9 farm rrra�f be p3rotocopied for use as an original
DW0 Srounwater Management. Plan Review:
A complete stonnwater management plan submittal includes an application fomi, a wet detention basin
supplement for each basin, design calculadons, and plans and specifications showing all basin and outlet
structure details.
1. PROJECT INFORMATION
Project Name: 7LJ.r-Ile River Golf Club -Phase I Clubhouse & Lodge
Contact Person: Kevin W . Vogel � Phone Number: ( 704 ) 3 7-6-7 7 7 7
For projects with multiple basins, specify which basin this worksheet applies to:
elevations
Basin Bottom Elevation 383 . S ' ft. (floor of the basin)
Permanent Pool Elevation 387.Q ft. (elevation of the orifice)
Temporary Pool Elevation 388.0 ft. (elevation of the discharge structure overflow)
areas
Permanent Pool Surface Area - Sober_ sq. ft.
Drainage Area
Impervious Area
volumes
ac.
(water surface area at the orifice elevation)
(on -site and off -site drainage to the basin)
(on -site and off -site drainage to the basin)
permanent Pool Volume 12, 820 cu. ft. (combined volume of main basin and forebay)
Temporary .Pool Volume 51211 cu. ft. (volume detained above the permanent pool)
Forebay Volume 2,600 cu. ft. (approximately 20% of total volume)
Orher parameters
SAIDA1 5 (surface area to drainage area ratio from DWQ table)
Diameter of Orifrcc 1. in. (2 to 5 day remporary pool draw -down required)
Design Rainfall r . in.
Design TSS Removal 2 �p % (minimum 857o required)
Form S W U-102 Rcv 3.99
rage I of 4
200/200'd SE2891cvo�(XOd)
u615a0 pueI D5:21 (nHi)E002-81-d3S

:AUG;26;20Q3(TUE} 09:037 Land Design
(FAQ}�0437682357
P.00ir005
Transmittal
7n3 Ni:rs}i Cntlennt 5trcat
5cnicea
U�caa:
Chadelfc. NC 3S?vc
iandacapeArehifecrure
Llrnrlaiie. NC
Landi'[anning
ArAandriu. VA
Ili onet7vq.376-77n
Urban Buis-
SaudlienkAneAJVC
P10ne1 7v¢-3JJ•0J,—
Civilrilgineering
FiunFiirt. TN
Pax.: 7000-824
ArJw, iiir N(:
Pot: 70f-JJ: -JZO
Tatnita. Fr.
...........................►........-.,......-.........,................................--.......
TO:
DATE
8/26I2003
Ricky Revels
PROJ1rCT NAME
LTITLI: RIVER GOLF
PROJECT #
5002033
NCDENR-Land Quality Sectiun
ti P11GES
4
225 Green Street
Suite 7141Syslel Building
BUS. PHONE
910 486-1541
Fayetteville, North Caroliva 28301-5043
BUS. FAX
910 4a6-0707
BUS, MOBILE
CARBON COPIES: WE ARE SENDWC:
VIA:
PU1tPOSE:
PXllrawings Mall
Specitleadons X Fax
Applications Courler
Fees Fct)F,x Crouncl
Redhncs FedEx Overnight
DiskettelCD Hand Delivery
Other Pick Up
Email
QTY ITEM
1 WET DETENTION BASIN SUPPLEMENT
NOTES ^
X Approval
Your Use
Your Information
Review ! Comment
Your Request
Signature
FROM: Kevin Kevin Vogel, P.E.
Uss
If ehiu dnnunem. wox AellvrseA via PAX, [lie acerimpnnyitlg transndsaino cnnininx cnnllAetnial inhtrntnl4+n Inlmrled only rot the ate of the &4vi111tl of die nnhy tiano ohow ... lfynu ao iiui Ilie
irtended recipient. you ate hueby omilied Out arty diulosura, copying. &tnbutian or the Ming of any action in reliable on the canteen of thif raairnde infnmruion is c ricily prohibited. 1f ynu
innc ri;; i-i;J Ih6 FAX InwTui. vkwi; tis 1p 106pi nn; to ri"ligu fat dltryoehian ur miurn of lIM douunente tout.