SW8970631_CURRENT PERMIT_20030416

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8
DOC TYPE]
CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
I
YYYYM M DD

Michael F. Easley, Governor
o�oF wArERQc
Mr. W.J. McLamb, President
Meadowlands Golf Club, Inc.
P.O. Box 338
Shallotte, NC 28459
Dear Mr. McLamb:
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
April 16, 2003
Subject: Permit No. SW8 970631 Modification
Meadowlands Golf Club
Low Density Subdivision with a Curb
Outlet System Stormwater Permit
Brunswick County
The Wilmington Regional Office received a complete Stormwater Management Permit Application
for Meadowlands Golf Club on April 15, 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 Permit No. SW8 970631 Modification, dated April
16, 2003, for the construction of the project.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
conditions and limitations as specified therein, and does not supercede any other agency permit that
may be required.
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,
P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands are made this permit shall be
final and binding.
If you have any questions, or need additional information concerning this matter, please contact
either Laurie Munn or me at [phone].
Sincerely,
Rick Shiver
Water Quality Regional Supervisor
RSS/:Ism S:IWQSISTORMWATIPERMIT197063IMOD.apr03
cc: Mr. Phil Norris, P.E.
Brunswick County Inspections
NCDOT-Division 3, District 3
Laurie Munn
Wilmington Regional Office
Central Files
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service X;A
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax [phone] NCDENR

State Stormwater Management Systems
Permit No. SW8 970631 Modification
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
LOW DENSITY DEVELOPMENT
In accordance with the provi ions 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
Meadowlands Golf Club, Inc.
ek, Meadowlands Golf Club
Bruns�ick County
FOR.THE
construction, operation and maintenance of a 301A Jow density subdivision with a curb outlet
system in compliance with the provisions of 15A NCAC 2H .1000 (hereafter referred to as the
"stormwater rules' and the approved stormwater management plans and specifications, and
other supporting data as attached and on file with and approved by the Division of Water Quality
and considered a part of this permit. \
The Permit shall be effective from the date of issuance until\rescinded and shall be subject to the
following specific conditions and limitations:
I. DESIGN STANDARDS
1. Each of the 135 lots is limited to a maximum amount of built -upon area as follows: Lots
83-96, 102-135 @ 3,500 ft2, Lots 80-82, 97-101 rz 4,000 ft2;�Lots 2223 27-34, 38-40,
42, 46, 48, 51-64, 66-70, 72-75, 78, 79 @ 5,500 ft ; Lots 1-21 @ 6,560 ft� and Lots 24-
26, 35-37, 41, 43-45, 47, 49-50, 65, 71, 76-77 @ 9,900 ft2, as indicated in the approved
plans. CAMA regulations may reduce the built -upon area for tho"Se lots within the AEC.
2. The overall tract built -upon area percentage for the project must be \maintained at 30%,
per the requirements of Section .1005 of the stormwater rules.
3. This project proposes a curb outlet system. Each designated curb outlet Swale or 100'
vegetated area shown on the approved plan must be maintained at a minimum of 100'
long, maintain 5:1 (H:V) side slopes or flatter, have a longitudinal slope no `steeper than
5%, carry the flow from a 10 year storm in a non -erosive manner, maintain a dense
vegetated cover, and be located in either a dedicated common area or a recorded1drainage
easement.
4. No piping shall be allowed except those minimum amounts necessary to direct runoff
beneath an impervious surface such as a road or under driveways to provide access to
lots.

If
State Stormwater Management Systems
Permit No. SW8 970631 Modification
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
EOW DENSITY 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
Meadowlands Golf Club, Inc.
Meadowlands Golf Club
Brunswick County
FOR THE
construction, operation and maintenance of a 30% low density subdivision with a curb outlet
system in compliance with the provisions of 15A NCAC 2H .1000 (hereafter referred to as the
"stormwater rules') and the approved stormwater management plans and specifications, and
other supporting data as attached and on file with and approved by the Division of Water Quality
and considered a part of this permit.
The Permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specific conditions and limitations:
I. DESIGN STANDARDS
Each of the 135 lots is limited to a maximum amount of built -upon area as follows: Lots
83-96, 102-135 @ 3,500 ft2; Lots 80-82, 97-101 a� 4,000 ft2; Lots 22, 23 27-34, 38-40,
42, 46, 48, 51-64, 66-70, 72-75, 78, 79 @ 5,500 ft ; Lots 1-21 @ 6,500 ft and Lots 24-
26, 35-37, 41, 43-45, 47, 49-50, 65, 71, 76-77 @ 9,900 ft2, as indicated in the approved
plans. CAMA regulations may reduce the built -upon area for those lots within the AEC.
2. The overall tract built -upon area percentage for the project must be maintained at 30%,
per the requirements of Section .1005 of the stormwater rules.
3. This project proposes a curb outlet system. Each designated curb outlet swale or 100'
vegetated area shown on the approved plan must be maintained at a minimum of 100'
long, maintain 5:1 (H:V) side slopes or flatter, have a longitudinal slope no steeper than
5%, carry the flow from a 10 year storm in a non -erosive manner, maintain a dense
vegetated cover, and be located in either a dedicated common area or a recorded drainage
easement.
4. No piping shall be allowed except those minimum amounts necessary to direct runoff
beneath an impervious surface such as a road or under driveways to provide access to
lots.

J
State Stormwater Management Systems
Permit No. SW8 970631 Modification
Runoff conveyances other than the curb outlet system swales, such as perimeter ditches,
must be vegetated with side slopes no steeper than 3:1 (H:V).
II. SCHEDULE OF COMPLIANCE
1. Curb outlet swales, vegetated areas and other vegetated conveyances shall be constructed
in their entirety, vegetated, and be operational for their intended use prior to the
construction of any built -upon surface, per the approved plans.
2. During construction, erosion shall be kept to a minimum and any eroded areas of the
swales or other vegetated conveyances will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance necessary to
operate the permitted stormwater management systems at optimum efficiency to include:
a. Inspections.
b. Sediment removal.
C. Mowing, and revegetating of the side slopes.
d. Immediate repair of eroded areas.
C. Maintenance of side slopes in accordance with approved plans and specifications.
f. Cleaning and repair of catch basin grates, flumes, piping, and the flow spreader
mechanism.
4. The permittee shall submit to the Director and shall have received approval for revised
plans, specifications, and calculations prior to construction, for any modification to the
approved plans , including, but not limited to, those listed below:
a. Any revision to the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the drainage
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, piping, or altering any vegetative conveyance shown on the approved
plan.
5. The Director may determine that other revisions to the project should require a
modification to the permit.
6. The permittee is responsible for verifying that the proposed built -upon area does not
exceed the allowable built -upon area. Once the lot transfer is complete, the built -upon
area may not be revised without approval from the Division of Water Quality, and
responsibility for meeting the built -upon area limit is transferred to the individual
property owner.
7. The permittee must certify in writing that the project's stormwater controls, and
impervious surfaces have been constructed within substantial intent of the approved plans
and specifications. Any deviation from the approved plans must be noted on the
Certification. The permittee shall submit the Certification to the Division within 30 days
of completion of the project.
8. The permittee shall submit all information requested by the Director or his representative
within the time frame specified in the written information request.

IVA
State Stormwater Management Systems
Permit No. SW8 970631 Modification
9. Each lot in the subdivision covered by this permit will maintain a minimum 30 foot wide
vegetative buffer between all impervious areas and surface waters.
10. The Director may notify the permittee when the permitted site does not meet one or more
of the minimum requirements of the permit. Within the time frame specified in the notice,
the permittee shall submit a written time schedule to the Director for modifying the site to
meet minimum requirements. The permittee shall provide copies of revised plans and
certification in writing to the Director that the changes have been made.
11. Deed restrictions are incorporated into this permit by reference and must be recorded
with the Office of the Register of Deeds prior to the sale of any lot.
12. The permittee shall submit a copy of the recorded deed restrictions within 30 days of the
date of recording.
13. Recorded deed restrictions must include, at a minimum, the following statements related
to stormwater management:
The following covenants are intended to ensure ongoing compliance with State
Stormwater Management Permit Number SW8 970631 Modification, as issued by
the Division of Water Quality under NCAC 2H.1000,
b. The State of North Carolina is made a beneficiary of these covenants to the extent
necessary to maintain compliance with the Stormwater Management Permit.
These covenants are to run with the land and be binding on all persons and parties
claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded without
the express written consent of the State of North Carolina, Division of Water
Quality.
C. Alteration of the drainage as shown on the approved plans may not take place
without the concurrence of the Division of Water Quality.
The maximum built -upon area per lot is as follows: Lots 83-96, 102-135 @
3,500 ft2; Lots 80-82, 97-101 @ 4,000 ft 2 ; Lots 22, 23, 27-34, 38-40, 42, 46, 48,
51-64, 66-70, 72-75, 78, 79 @ 5,500 ft2; Lots 1-21 @ 6,500 ft2 and Lots 24-26,
35-37, 41, 43-45, 47, 49-50, 65, 71, 76-77 @ 9,900 ft2. This allotted amount
includes any built -upon area constructed within the lot property boundaries, and
that portion of the right-of-way between the front lot line and the edge of the
pavement. Built upon area includes, but is not limited to, structures, asphalt,
concrete, gravel, brick, stone, slate, and coquina, but does not include raised, open
wood decking, or the water surface of swimming pools.
g. Filling in, piping or altering any 3:1 vegetated conveyances (ditches, swales, etc.)
associated with the development except for average driveway crossings, is
prohibited by any persons.
h. Lots within CAMA's Area of Environmental Concern may have the permitted
built -upon area reduced due to CAMA jurisdiction within the AEC.
Filling in, piping or altering any designated 5:1 curb outlet swale or vegetated
area associated with the development is prohibited by any persons.

State Stormwater Management Systems
Permit No. SW8 970631 Modification
j. A 30' vegetated buffer must be maintained between all built -upon area and the
Mean High Water line of surface waters.
k. All roof drains shall terminate at least 30' from the Mean High Water mark.
This project proposes a curb outlet system. Each designated curb outlet swale or
100' vegetated area shown on the approved plan must be maintained at a
minimum of 100' long, maintain 5:1 (H:V) side slopes or flatter, have a
longitudinal slope no steeper than 5%, carry the flow from a 10 year storm in a
non -erosive manner, maintain a dense vegetated cover, and be located in either a
dedicated common area or a recorded drainage casdment.
14. All roof drains must terminate at least 30' from the Mean High Water mark.
15. Prior to transfer of ownership, the swales must be inspected and determined to be in
compliance with the permit. Any deficiencies will be repaired or replaced prior to the
transfer.
16. All curb outlet swales and 100' vegetated areas must be located in recorded drainage
easements or dedicated common areas. The final plats for the project will be recorded
showing all such required easements and common areas, in accordance with the approved
plans.
III. GENERAL CONDITIONS
1. 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.
2. The permit issued shall continue in force and effect until revoked or terminated.
3. 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.
4. The issuance of this permit does not prohibit the Director from reopening and modifying
the permit, revoking and reissuing the permit, or terminating the permit as allowed by the
laws, rules, and regulations contained in Title 15A of the North Carolina Administrative
Code, Subchapter 2H.1000; and North Carolina General Statute 143-215.1 et. at.
5. The permit is not transferable to any person or entity except after notice to and approval
by the Director. The Director may require modification or revocation and reissuance of
the permit to change the name and incorporate such other requirements as may be
necessary. A formal permit request must be submitted to the Division of Water Quality
accompanied by the appropriate fee, documentation'from both parties involved, and other
supporting materials as may be appropriate. The approval of this request will be
considered on its merits, and may or may not be approved. The permittee is responsible
for compliance with the terms and conditions of this permit until the Division approves
the permit transfer.
6. The issuance of this pen -nit 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. If any of those permits result
in revisions to the plans, a permit modification must be submitted.

State Stormwater Management Systems
Permit No. SW8 970631 Modification
The permittee grants permission to DENR Staff to enter the property during business
hours for the purposes of inspecting the stormwater control system and it's components..
The permittee shall notify the Division of Water Quality of any name, ownership or
mailing address changes within 30 days.
9. Approved plans and specifications for projects covered by this permit are incorporated by
reference and are enforceable parts of the permit.
Permit issued this the 16th day of April, 2003.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
- - - - - - ---------------------------
Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 970631 Modification

e
A&K #02304
*FFICE-tISE.-ONLY—
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may he photocopied for use as an original
1. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc, who owns the project):
Meadowlands Golf Club, Inc.
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
W.J. McLamb, President
3. Mailing Address for person listed in item 2 above:
P.O. Box 338
City: Shallotte State: NC Zip: 28459
Telephone Number: [phone]
4. Project Name (subdivision, facility, or establishment name — should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
Meadowlands Golf Club
5. Location of Project (street address):
Calabash Road
City: Calabash
County: Brunswick
b. Directions to project (from nearest major intersection):
Project is located approximately 1 mile north of intersection of SR 1300 and U_ S 17off of
SR 1300.
7. Latitude: 330 55' 35" Longitude: 780 36' 05" of project
S. Contact person who can answer questions about the project:
Name: Phil Norris, P.E. Telephone Number: [phone]
II. PERMIT INFORMATION
1. Specify whether project is (check one): New Renewal X 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 SW8 970631 And its issue date (if known) October 31, 1997
SW8 980222 <-- April 3, 1998
November 18, 2002
3. Specify the type of project (check one):
x Low Density High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
CAMA Major x 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 stormwater management for the project.
Low density project with paved streets with flumes and swales.
2. Stormwater runoff from this project drains to the
3. Total Project Area: 371.23 AC
Lumber
River Basin.
4. Project Built Upon Area: 30
5. How many drainage areas does the project have? 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.
Basin Information
Drainage Area i
Drainage Area 2
Receiving Stream Name
UT Shin letree Swam
Receiving Stream Class
C SW
Draina a Area
371.23 AC
Existing Impervious * Area
9.69 AC
Proposed Impervious* Area
101.67 AC
% Impervious* Area (total)
30
Impervious* Surface Area
Drainage Area I
Drainage Area 2
On -site Buildings
0.366 AC
On -site Streets /cartpaths
8.55 AC
On -site Parking
1.69 AC
On -site Sidewalks
0.034 AC
Other on -site (future)
100.72 AC
Off -site
--
'rotal: 111.36 AC
Total:
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas
sidewalks, gravel areas, etc.
Form SWU-101 Version 3.99 Page 2 of 4

7. How was the off -site impervious area listed above derived? NIA
IV, DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a
table listing each lot number, size and the allowable built -upon area for each lot must be provided as an
attachment.
The following covenants are intended to ensure ongoing compliance with state stormwater management permit
number as issued by the Division of Water Quality. These covenants may
not be changed or deleted without the consent of the State.
2. No more than See Table square feet ofany 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 f lled in, piped, or altered except as necessary to provide driveway crossings.
4. Built -upon area in excess of the permitted amount requires a state stormwater management permit modification
prior to construction.
All permitted runoff from outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be performed in a manner that maintains the
integrity and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, that the covenants will be binding on all parties and persons
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
Form SWU-103
Form SWU-104
Form SWU-105
Form SWU-106
Form SWU-107
Form SWU-108
Form SWU-109
Form SWU-101
Wet Detention Basin Supplement
Infiltration Basin Supplement
Low Density Supplement
Curb Outlet System Supplement
Off -Site System Supplement
Underground Infiltration Trench Supplement
Neuse River Basin Supplement
Innovative Best Management Practice Supplement
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 BMP
• Permit application processing fee of $420 (payable to NCDENR)
• Detailed narrative description of stormwater treatment / management
• Two copies of plans and specifications, including:
- Development / Project name
- Engineer and firm
- Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property / project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished moor elevations
- 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.
J. Phillip Norris, P.E.
Designated agent (individual or firm): Andrew & Kuske Consulting Engineers, Inc.
Mailing Address: 902 Market Street
City: Wilmington State: NC Zip: 28401
Phone: [phone] Fax: [phone]
Vlll. APPLICANT'S CERTIFICATION
1, (print or type name of person listed in General Information, item 2) W.J. McLamb
Certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions and
protective covenants will be recorded, and that the proposed project complies with the requirements of 1 SA NCAC
2H.1000.
Signature:
Form SWU-101 Version 30 Page 4 of 4
Date: i -- r e

Permit No.��
(to he provided by DIV&
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
LOW DENSITY SUPPLEMENT
This form maybe photocopied far 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(18). Low density requirements and density factors can
be found in 15A NCAC 2H .1005 through .1007.
I. PROJECT INFORMATION
Project Name: _ 61
Contact Person: _ At -- J • _ 1XC (A.^s b Phone Number: (9/D)
Number of Lots: %' 5 Allowable Built Upon Area Per Lot*:__ 5r TL.F
*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.
II. 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 line and the edge of pavement.
Form SWU-104 Re%, 3.99 Page 1 of 2

(SA x DF) - RA - OA = BUA
No. Lots Lot
Calculation:
III. 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.
Applicaft,,; Initials
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
platting and prior to sale of any lots.
c. Built 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 2H .1007(2)(b))
Form SWU-104 Rev 3.99 Page 2 of 2

Andrew & Kuske
CONSULTING ENGINEERS, INC. John R. Andrew, P.E.
902 Market Street Wilmington, NC 28401-4733 John S. Tunstall, P.E.
John A, Kuske, 111, RE.
910/343-9653 910/343-9604 Fax
www,andrewandkuske.com James T. Pyrtle, P.E.
MEADOWLANDS GOLF CLUB
ALLOWABLE IMPERVIOUS SURFACE PER LOT TABLE
DECEMBER 13, 2002
A & K PROJECT NO. 02304
J. Phillip Norris, P.E.
Neal W. Andrew, P.E.
J.A. Kuske, P.E. of Counsel
C, Lawrence Sneeden, Jr., P.E.
LOT #
ALLOWABLE
IMPERVIOUS
LOT #
ALLOWABLE
IMPERVIOUS
LOT #
ALLOWABLE
IMPERVIOUS
1 -- 21
6,500 SF
51
5,500 SF
22
5,500 SF
52
5,500 SF
83-96
3,500 SF
23
5,500 SF
53
5,500 SF
97-101
4,000 SF
24
9,900 SF
54
5,500 SF
102-135
3,500 SF
25
9,900 SF
55
5,500 SF
26
9,900 SF
56
5,500 SF
27
5,500 SF
57
5,500 SF
28
5,500 SF
58
5,500 SF
29
5,500 SF
59
5,500 SF
30
5,500 SF
60
5,500 SF
31
5,500 SF
61
5,500 SF
32
5,500 SF
62
5,500 SF
33
5,500 SF
63
5,500 SF
34
5,500 SF
64
5,500 SF
35
9,900 SF
65
9,900 SF
36
9,900 SF
66
5,500 SF
37
9,900 SF
67
5,500 SF
38
5,500 SF
68
5,500 SF
39
5,500 SF
69
5,500 SF
40
5,500 SF
70
5,500 SF
41
9,900 SF
71
9,900 SF
42
5,500 SF
72
5,500 SF
43
9,900 SF
73
5,500 SF
44
9,900 SF
74
5,500 SF
45
9,900 SF
75
5,500 SF
46
5,500 SF
76
9,900 SF
47
9,900 SF
77
9,900 SF
48
5,500 SF
78
5,500 SF
49
9,900 SF
79
5,500 SF
50
9,900 SF
80-82
4,000 SF
JPNlasn
02304 12-16-02-Allowable Impervious Table

Andrew & Kuske
CONSULTING ENGINEERS, INC.
902 Market Street Wilmington, NC 28401-4733
910/343-9653 910/343-9604 Fax
www.ondrewandkuske.com
John R, Andrew, P.E.
John S. Tunstall, P.E.
John A. Kuske, III, P.E.
James T. Pyrtle, P.E.
MEADOWLANDS GOLF CLUB
LOW DENSITY CALCULATIONS
DECEMBER 13, 2002
A & K PROJECT NO. 02304
Total Site Area = 371.23 AC or 16,170,778 SF
Impervious Area:
J. Phillip Norris, P.E.
Neal W. Andrew, P.E.
J.A. Kuske, P.E. of Counsel
C. Lawrence Sneeden, Jr., P.E.
Streets
-
=
=
=
5.022 AC
or
218,751 SF
Cartpaths
3.532 AC
or
153,862 SF
Maintenance Area
1.859 AC
or
81,000 SF
Club House
0,136 AC
or
5,944 SF
Parking
1.689 AC
or
73,600 SF
21 Lots
6,500 SF
=
3.134 AC
or
136,500 SF
41 Lots
@
5,500 SF
=
5.177 AC
or
225,500 SF
17 Lots
@
9,900 SF
=
3.864 AC
or
168,300 SF
48 Lots
@
3,500 SF
=
3,857 AC
or
168,000 SF
8 Lots
@
4,000 SF
=
0.735 AC
or
32,000 SF
Sidewalks
-
0.034 AC
or
1,481 SF
Future Development
=
82.323 AC
or
3,585,995 SF
TOTAL
=
111.36 AC
or
4,850,933 SF
Allowable %
=1
30%
Check:
111.36 AC - 371.23 AC = 30%
JPN/asn
02304 12-13-02-Cals Attach.
C A Rol •�,
Q
1
,1 f UCC t
.'
H1LLIP �1•�•

A&K #02304
Permit No.
State of North Carolina (to be provided by DWQ)
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
CURB OUTLET SYSTEM SUPPLEMENT
This form may he photocopied for use as an original
DWO Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a stormwater management permit application
form, a curb outlet system supplement, design calculations, soils report and plans and specifications showing
all stormwater conveyances and system details.
1. PROJECT INFORMATION
Project Name: Meadowlands Golf Club
Contact Person: W. J. McLamb Phone Number:
Curb outlets to (check one): ® Swale ❑ Vegetated Area
II. REQUIRED ITEMS CHECKLIST
[phone]
The following checklist outlines design requirements per the North Carolina Administrative Code Section 15A
NCAC 2H J 008.
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.
Applicants Initials
a. Curb outlets direct flow to a swale or vegetated area.
b. Swales or vegetated areas receiving curb outlet flow are designed to carry, at a minimum,
the peak flow from the 10-year storm.
c. Flow velocity is non -erosive for peak flow from the 10-year storm event.
d. Longitudinal slope of the swale or vegetated area does not exceed 5%.
e. Side slopes of the swale or vegetated area are no steeper than 5:1 (horizontal to vertical).
f. Length of swale or vegetated area is 2� 100 feet.
g. The system takes into account the run-off at ultimate built -out potential from all surfaces
draining to the system (delineate drainage area for each swale).
h. Swales are located in recorded drainage easements.
r' i. Grass type(s) for permanent vegetative cover specified on detail
J. Swale detail provided on plans.
Form SWU-105 Version 3.99 Page 1 of 3

III. DESIGN INFORMATION
Complete the following table. If additional space is needed the information should be provided in the same
format at Table 1 and attached to this form. Rainfall intensity data can be found in Appendix 8.03 of the State of
North Carolina Erosion and Sediment Control Planning and Design Manual.
Table 1. Swale Desi n Information
Swale No.
Drainage
Area ac
Imperviou
s Area ac
Grassed
Area ac
C
Q
cfs
V allow
s
V actual
s
Flow
Depth ft
1
0.26
0.26
0
.95
1.76
5
1.47
0.47
2
0.028
0.028
0
.95
0.194
5
0.99
0.19
3
0.028
0.028
0
.95
0.192
5
0.96
0.19
4
0.04
0.04
0
.95
0.276
5
1.25
0.21
5
0.039
0.039
0
.95
0.267
5
1.11
0.22
6
0.191
0.191
0
.95
1.31
5
1.3
0.45
7
8
9
10
II
12
13
14
15
16
17
18
19
20
21
22
23
24
25
Form SWU-105 Version 3.99 Page 2 of 3

IV. CURB OUTLET SYSTEM MAINTENANCE REQUIREMENTS
l . Mowing will be accomplished as needed according to the season. Grass height will not exceed six inches
at any time.
2. Swales will be inspected monthly or after every runoff producing rainfall event for sediment build-up,
erosion, and trash accumulation.
3. Accumulated sediment and trash will be removed as necessary. Swales will be reseeded or sodded
following sediment removal.
4. Eroded areas of the swales will be repaired and reseeded. Swales will be revegetated as needed and in a
timely manner based on the monthly inspections.
5. Catch basins, curb cuts, velocity reduction devices, and piping will be inspected monthly or after every
significant runoff producing rainfall event. Trash and debris will be cleared away from grates, curb cuts,
velocity reduction devices and piping.
6. Swales will not be altered, piped, or filled in without approval from NCDENR Division of Water Quality.
acknowledge and agree by my signature below that I am responsible for the performance of the six
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 and Title: W. J. McLamb, President
Address: P.O. Box 338 Shallotte, NC 28459
Phone: [phone] Date: /L — /'F�7--� Z___
Signature:
Note: The legally'wfponsible party should not a omeowners association unless more than 50% of the lots have been sold
and a resident of the subdivision has be named the president.
I, a Natary Public for the State of N (j �� 11 n(?, County of
do hereby certify that L Im s �m� personally appeared before me this
day of Ibb L,,, and acknowledge the due execution of the foregoing infiltration
basin mr'iance requirements. Witness my hand and official seal.
My commission expires 10-1 D- 0�)
%0TARy
PUBL1t ��` Signature S=W'
�YE R Coe
Form SWU-105 Version 3.99 Page 3 of 3