SW8970631_HISTORICAL FILE_19980403

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 910O 0?) 1
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
�] HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
3
YYYYMMDD

State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Mr. W. J. McLamb
Meadowlands Golf Club, Inc.
Post Office Box 38
Shallotte, North Carolina 28459
Subject
Dear Mr. McLamb:
NCDENR
NORTH CAROUNA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
April 3, 1998
Permit No. SW8 980222
Meadowlands Golf Club - Lots #111 - 139
Low Density Subdivision Stormwater Permit
Brunswick County
The Wilmington Regional Office received the Stormwater Management Permit Application for Meadowlands
Golf Club - Lots #111 - 139 on February 13, 1998. 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 980222, dated April 3, 1998, for the construction of the
project Meadowlands Golf Club - Lots #111 - 139.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the conditions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 Greg
Stutts or me at [phone].
Sincerely,
Rick Shiver, P.G.
Acting Regional Water Quality Supervisor
RSS/ges: S:1WQSISTORMWATIPERMIT1980222.APR
cc: Joseph Hill, Jr., P.E., Joseph S. Hill, Jr. & Associates
Delaney Aycock, Brunslvick County Inspections
David Thomas, D.O.T. District Engineer
Wilmington Regional Office
Central Files
Greg Stutts
Division of Coastal Management
I27 Cardinal Drive Ext., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer _ 50% recycled/10% post -consumer paper
6W

State Stormwater Management Systeigs
Permit No.SWS 980222 '
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 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 - Lots 4111 - 139
Brunswick County
FOR THE
construction, operation and maintenance of a 30% low density subdivision 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 for
Meadowlands Golf Club - Lots ##111 - 139.
The Permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specific conditions and limitations:
1. DESIGN STANDARDS
I. Each of the 29 lots is limited to a maximum of 2,200 square feet of built -upon area, as
indicated in the approved plans. CAMA regulations may reduce the allowable built -upon area
for those lots within the AEC. -
2. The overall tract built -upon area percentage or lot sizes for the project must be maintained at
30%, per the requirements of Section 1005 of the stormwater rules.
3. Approved plans and specifications for projects covered by this permit are incorporated by
reference and are enforceable parts of the permit.

' State Stormwater Management Systems
Permit No.SW8 980222
4. Lots covered by this permit must maintain a minimum 30 foot wide vegetative buffer between
all impervious areas and surface waters.
5. The only runoff conveyance systems allowed will be vegetated conveyances such as swales
with minimum side slopes of 3:1 (H:V) or curb outlet systems as defined in the stormwater
rules and approved by the Division.
6. No piping shall be allowed except:
a. That minimum amount necessary to direct runoff beneath an impervious surface such as
a road.
b. That minimum amount needed under driveways to provide access to lots.
7. 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 DWQ, and responsibility for meeting the built -upon area
limit is transferred to the individual property owner.
8. 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. A copy of the recorded restrictions
must be received by this Office within 30 days of the date of recording. Recorded deed
restrictions must include, as a minimum, the following statements related to stormwater
management:
a. "The allowable built -upon area per lot is 2,200 square feet, inclusive of that portion of
the right-of-way between the front lot line and the edge of the pavement, structures,
pavement, walkways of brick, stone, slate, but not including wood decking."
b. "The covenants pertaining to stormwater regulations may not be changed or deleted
without concurrence of the Division of Water Quality."
C. "pilling in or piping of any vegetative conveyances (ditches, swales, etc.) associated
with the development except for average driveway crossings, is strictly prohibited by
any persons."
d. "Lots within CAMA's Area of Environmental Concern may have the permitted built -
upon area reduced due to CAMA jurisdiction within the AEC."
9. The Engineer/Owner/Developer/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.
3

State Stormwater Management Systems i
Permit NoSW8 990222
10. The following items will require a modification to the permit. Revised plans, specifications and
calculations must be permitted prior to the permittee beginning construction on the
modification:
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 of the project area.
f. Filling in, altering or piping any vegetative conveyance shown on the approved plan.
In addition, the Director may determine that other revisions to the project should require a
modification to the permit.
11. 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. SCHEDULE OF COMPLIANCE
1. The permittee shall comply with the following schedule for construction and maintenance of
the Low Density Option stormwater systems:
a. Swales 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 except roads.
b. During construction, erosion shall be kept to a minimum and any eroded areas of the
swales or other vegetated conveyances will be repaired immediately.
2. 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.
e. Maintenance of side slopes in accordance with approved plans and specifications.
3. The permittee shall submit a copy of the recorded deed restrictions which indicates the
approved built -upon area per lot within 30 days of the date of recording.
4. The permittee shall submit the Engineer/Owner/Designer/Permittee Certification within 30 days
of completion of the project.
4

State Stormwater Management Systems
Permit No.SW8 990222
5. The permittee shall submit all information requested by the Director or his representative within
the time frame specified in the written information request.
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 I43-215.6A 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. al.
5. The permit is not transferable to any person 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.
6. 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.
7. 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.
Permit issued this the 3rd day of April, 1998.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
1`-�------ �,�,� �L�z� --------------
1 A. Preston Howard, Jr., P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 980222
5

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WJIMEROSCVR
MEADOWLANDS GOLF CLUB
Lots # 111 - 140
Erosion Control flan
FBY:
CEIVED
EB 13 1998
January 1998
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Prepared By:
JOSEPH S. HILL, JR. and ASSOCIATES
CONSULTING ENGINEERS and PLANNERS
1602 Harbour Drive
Wilmington, N-C_ 28407
[phone]

MEADOWLANDS GOLF CLUB - Lots #111 - 140
1. Runoff Calculations
2. Drainage Channel Calculations
3. Outlet Protection Design
5. SECTION 1600 - Landscaping
6. SECTION 2400 - Storm Sewers
WJIMEROSCVR

MEADOWLANDS GOLF CLUB - Lots #111 - 140
Calculations for Erosion Control Plan
Runoff Calculations
Storm Sewer Design
For calculations purposes, the site was divided into specific drainage areas.
The various project drainage structures and channels were then sized to handle
runoff generated by a 10-year, 24-hour storm, using the rational formula (Q - CiA).
Q = Runoff Volume
C = Runoff Coefficient (Varies according to slope, ground cover, water surface
area)
i = Intensity, inches per hour (Varies according to Tc)
A = Contributory Area, Acres
Storm intensity (i) was derived for each area by determining the time of
concentration (Tc) for the various drainage structures and applying Tc to a storm
frequency chart (attached) for the Wilmington area.
Tc was determined by adding overland flow (see attached overland flow
nomograph) time, pipe flow velocities (see attached pipe flow graph), and
channellswale velocities to and through the various drainage structures.
Channels and swales were designed using methods developed by H. Rooney
Malcom (see attached design discussion). The resulting project channels were then
checked for velocity using the Manning Equation:
V = 1, 49 x_R2i3 X _$v2
n
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Note:
Use nomograph Tc for natural basins with well-defined channels, for overland
flow on bare earth, and for mowed -grass roadside channels.
r•
For overland flow, grassed surfaces, multiply Tc by 2.
For overland flow, concrete or asphalt surfaces, multiply Tc by 0.4.
For concrete channels, multiply Tc by 0.2.
Figure 8.03a Time of concentration of small drainage basins.
8.03.4

MEADOWLANDS GOLF CLUB - Lots #111 - 140
Runoff Calculations
AREA #1
Tc = 7 min. (to flume)
C = 0.3
i = 6.5 in/hr.
A = 2.51 AC.
Q = 0.3 x 6.5 x 2.51 = 4.9CFS
Provide flume to swale as shown.
AREA #2
Tc = 5 min. (to flume)
C = 0.3
i = 7.0 in/hr
A = 1.11 AC.
Q=0.3x7.0x 1.11=2.3CFS
Provide flume to swale as shown.
AREA #3
Tc = 7 min. (to pipe inlet)
C = 0.3
i = 6.5 in/hr.
A = 1.24
Q=0.3x6.5x 1.24=2.6CFS
Provide flume to swale as shown.
WJ/MEROSI - 2 -

r" AREA #4
Tc = 7 min. (to pipe inlet)
C = 0.3
i =.6,5 inthr.
A = 2.60 AC.
Q = 0.3 x 6.5 x 2.60 = 5.1 CFS
Provide flume to swale as shown.
WJ/MEROSI - 3 -

MEADOWLANDS GOLF CLUB - Lots #111 - 140
DRAINAGE CHANNEL CALCULATIONS
Stormwater Treatment Swales
Design stormwater treatment swales with "best" hydraulic section. Use 10-year flow
from swale in Area #4 (5.1 CFS). Maximum Permissible Velocity (bare soil) of 2.5
FPS. Refer to "Design Approaches by Rooney Malcom, Page 2-2 thru 2-5
attached.
n = 0.03
s=0.1%=.001
(EQ. 2-5) B = 2y ( 1 + M2 - M)
(EQ. 2-6) K = 2 tfM2 + 1 - M)
The depth of the best hydraulic section is defined by Manning:
(EQ. 2-7) y = Qn(K + 2 M�)2/3 318
1.49-f—s (K + M)5/3
and the bottom width is:
(EQ. 2-8) B = Ky
the cross -sectional area of the resulting channel is:
(EQ. 2-9) A = By + My2
WJ/MEROS2 .4 -

and the velocity of flow is:
(EQ. 2-10)
Q = 5.1 CFS
M=5
V = Q/A
Y = (5.1)(.03)(0.20 + 2 26).67 .375
1.49 .001 (0.20 + 5)tF
Y = 0.6'
B = Ky = 0.3' (Say 2.0')
A = 20.5) + 3(1.5)2
A.= 14.25
and K = 2(� - 5)
K = 0.20
VManning = 1.49 x 13213 x s1l2 = 1.49 x 1.09213 x .001112 = 1.4 FPS
n .03
Conclusion: Velocity is non -erosive for bare soil and seeded grass cover. Provide
stormwater treatment swale with bottom slope of 0.1% or less constructed to
dimensions shown on Swale section detail.
WJIMEROS2
- 5 -

r State of North Carolina
Department of Environment
and Natural Resources n &,uA
Wilmington Regional Office `I l 7
Division of Land Resources �jEL
Land Quality Section
James B. Hunt, Jr., Governor C611 N C nLft#k E N R
Wayne McDevitt, Secretary NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
February 16, 1998
NOTICE OF RECEIPT OF EROSION & SEDIMENTATION CONTROL PLAN
Meadow Lands Golf Club, Inc.
Mr. W.J. McLamb, Owner
Post Offce 338
Shallotte NC 28459
Dear Mr. McLamb:
This office has received a soil erosion and sedimentation control plan for the project listed below which
was submitted as required by the North Carolina Sedimentation Pollution Control Act (NCGS 113A-57).
Please be advised that this Act requires that all persons disturbing an area of one or more acres of land
must obtain approval of a soil erosion control plan prior to the commencement of said land disturbing activity
(NCGS 1 13A-54(d){4)). The act further states that this plan must be filed a minimum of 30 days prior to the
activity and the approving authority must approve or disapprove the submitted plan within 30 days of receipt.
Failure of the approving authority to approve or disapprove the submitted plan within the 30 day period will
be deemed approval of the plan. Commencement or continuation of a land -disturbing activity under the
jurisdiction of this Act prior to the approval of an erosion and sediment control plan is a violation of the Act.
This land disturbing activity described in this plan is also subject to the Environmental Management
Commission's review of their regulations to implement stormwater controls in coastal counties (15 NCAC 2H
Section .1000). Contact the Water Quality Supervisor of the Division of Environmental Management to ensure
this activity is in conformance with their rules.
If you have questions, please do not hesitate to contact this office. Your cooperation in this matter
is appreciated and we look forward to working with you on this project.
cerely,
Carol N. Miller
Environmental Technician
CNM/dbd
cc: Joseph S. Hill, Jr., PE;
Joseph S. Hill, Jr. and Associates
Wii30-LQs
PROJECT NAME:
Meadow Lands Golf Club, Inc. ��-s
PROJECT NUMBER:
980216BR
LOCATION:
NCSR 1303 - Brunswick County
RIVER BASIN:
Lumber
SUBMITTED BY:
Joseph S. Hill, Jr., and Associates
DATE RECEIVED BY LQS:
February 13, 1998
127 North Cardinal Drive, Wilmington, N.C. 29405-3845 * Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer

DIVISION OF WATER QUALITY
NORTH CAROLINA STORMWATER MANAGEMENT PERMIT APPLICATION
I. GENERAL INFORMATION
(Please print clearly or type)
1. Project Name Meadowl and Golf Club, Inc.
2. Location, directions to project (include County, Address, State Road) Attach map.
S.R. 1303 on south side of Meadowland Trail
3.Owner's Name W.J. McLamb
4.Owner's Mailing Address P. 0. Box 38
112 mile east of
Phone [phone]
City Shal lotte State N. C. Zip 28459
5.Nearest ReceivingStream U.T. Shingletree Swamp Class C Sw
6.Projectdescription Single family home subdivision utilizing low density option of
stormwater management. Project has curbed streets with flumes and stormwater treatment
swales.
H. PERMIT INFORMATION
1.Permit No.(robgfilledinbyDwe !!�f/,�9��
2. Application Date February 9, 1998 Feeenclosed$ 225.00
3. Permit Type: X New Renewal Modification (existing Permit No.)
4. Project Type: X Low Density Detention Infiltration Redevelop —General —Alter Offsite
5. Other State/Federal Permits/Approvals Required (Check appropriate blanks)
CAMA Major Sedimentation/Erosion Control X 404 Permit,
HI. BUILT UPON AREA {Please see NCAC M.1005 thru .1007 for applicable density limits)
Drainage Drainage
Basin Basin
Classification C SW
Existing Built -upon Area - 0 -
Proposed Built -upon Area 2.22 AC
Total Project Area 7.47 AC.
% Built -upon Area
29.72%
IV. STORMWATER TREATMENT (Describe how the runoff will be treated)
Breakdown of Impervious Area
(Please indicate below the design impervious area)
Buildings 29 x 2200 SF = 63,800 SF
Stream 1500 LF x 22w = 33,000 SF
Parking/SW
•t
Totals 96,800 SF (2.22 AC.)
Grass -lined swales with 5:1 side slopes having a minimum length of 100 LF and bottom
slope of 0.1%.

V.
DEED RESTRICTIONS AND PROTECTIVE COVENANTS
Deed restrictions and protective covenants are required to be recorded for all low density projects -and all
subdivisions prior to the sale of any lot. Please see Attachment A for the specific items that must be recorded
for the type of project applied for.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the items required by the permit, that the covenants will be binding on all parties and persons
claiming under them, that they will run with the land, that the covenant cannot be changed or deleted without
concurrence from the State, and that they will be recorded prior to the sale of any lot.
VI. OWNER'S CERTIFICATION
I, W. J..McLamb certify that the information included on this permit
(Please print clearly or type)
application form is correct, that the project will be constructed in conformance with the approved plans, that
the deed restrictions will be recorded with all required permit conditions, and that to the best of my knowledge,
the proposed project complies with the requirements of 15A NCAC 211.1000.
I authorize the below named person or firm to submit stormwater plans on my behalf. i
/Authorized
VII. AGENT AUTHORIZATION
Person or firm name
Mailing Address
and Title
Date
In the name of the engineerlsurveyor authorized to submit plats on the owner's beltalf.)
JoseDh S. Hill. Jr. and Associates
1502 Harbour Drive
City Wilmington State N.C. Zip 28401 Phone [phone]
Please submit application, fee, plans and calculations to the appropriate Regional Office.
cc: Applicant/WiRO//Central Files
T9iU1WAYTE
FEB 13 1998

ATTACHMENT A
LOW DENSITY AND ALL SUBDMSION PROJECTS
GENERAL SUBMITTAL REQUIREMENTS
1. A completed stormwater permit application.
2. Two sets of plans showing north arrow, scale, revision date, property/project boundaries, lot lines,
proposed and existing contours, drainage areas, mean high water line, wetlands, easements, the 30'
minimum vegetated buffer between impervious areas and surface waters, proposers impervious areas,
and road cross -sections.
Calculations of the built -upon area, For subdivisions, please show the methodology for arriving at the
per lot built -upon area. For non -subdivision projects, please break down the calculation into buildings,
roads, parking, and other (include all impervious areas).
4. Low density projects with curb outlet systems will require:
a. Drainage area delineation and swale locations shown on the plans.
b. Detail of the swale, showing minimum 5:1 side slope.
C. Velocity calculations, indicating a non -erosive flow for the 10 yr storm.
d. Inlet and outlet elevations. Maximum longitudinal slope is 5%.
e. The type of vegetated cover specified on the plans.
f. A flow spreader mechanism located at the swale entrance.
g. A signed Operation and Maintenance Plan,
DEED RESTRICTION REQUIREMENTS
The following statements must be included for all low density projects, and for all subdivisions:
No more than 2,200 square feet of any lot, including that portion of the right-of-way between the edge
of pavement and the front lot line, shall be covered by impervious structures, including asphalt, gravel,
concrete, brick, stone, slate or similar material, not including wood decking or the water surface of swimming
pools. This covenant is intended to ensure continued compliance with the storm water permit issued by the State
of North Carolina. The covenant may not be changed or deleted without the consent of the State.
No one may fill in or pipe any roadside or lot -line swale, except as necessary to provide a minimum driveway
crossing.
For curb outlet system projects, no one may pipe, fill in, or alter any lot line swale used to meet North
Carolina Stormwater Management Permit requirements.
NOTE If lot sizes vary significantly, the owner/developer must provide an attachment listing each lot number, size,
and the allowable built -upon area for each lot.

JOSEPH S. HILL, RL AND ASSOCIATES
CONSULTING ENGINEERS and PLANNERS
1502 HARBOUR DRIVE
WILMINGTON, NORTH CAR0I1NA
TELEPHONE [phone]
n
t " " FE8 1 3 199$
February 11, 1998
Ms. Linda Lewis
N.C.D.E.M.
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
Subject: Meadowlands Golf Club, Inc.
Lots # 111 - 139
Stormwater Permit Application
Brunswick County
Dear Ms. Lewis:
MA]LINO ADDREss:
POST omu Box 5592-sTA. I
wILMINGTON, NC 2W3-4155
Enclosed are four (4) copies of the Stormwater Management Plan for the
subject project, along with an additional copy showing the swale drainage areas used
in the erosion control calculations highlighted in colored ink.
A copy of the overall site plan is included with the location of lots #111 - 139
shown outside the area covered by a previously issued stormwater permit for
Meadowlands Golf Club, Inc.
A permit application, fee of $225.00, Operation and Maintenance Schedule,
and a copy of the Erosion Control Calculations are included.
The project uses the low -density option of stormwater management with
vegetative swales to treat runoff from curb -and -gutter streets.
Please do not hesitate to contact me if you have any questions.
JSHlpat
attachments
WJIMGLEW IS1
Sincerely,
JOSEPH S. HILL, JR. and ASSOCIATES
'S,
Jose S. Hill, Jr
P.E.

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