SW8000530_Historical File_20020122

State Stormwater Management Systems
Permit No. SW8 000530
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes ofNorth Carolina as amended, and
other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Fogleman Saffo Turner Inc.
Kirkwood @ Arrondale
New Hanover County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with the provisions of 15A NCAC
2H .1000 (hereafter referred to as the "stormwater rules') and the approved stormwater management plans and
specifications and other supporting data as attached and on file with and approved by the Division of Water Quality
and considered a part of this permit.
This permit shall be effective from the date of issuance until January 22, 2012 and shall be subject to the following
specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater described in the
application and other supporting data.
2. This stormwater system has been approved for the management of stormwater runoff as described on page
3 of this permit, the Project Data Sheet. The subdivision is permitted for 325 lots, each allowed 3,500 ft2
square feet of built -upon area.
3. Approved plans and specifications for this project are incorporated by reference and are enforceable parts
of the permit.
4. Offsite areas have been accounted for in this stormwater management system. They include Arrondale
Subdivision and Pilots Ridge.
5. The pool and associated parking lot are limited to a maximum total of 10,200 ft2 of built -upon area.
2

State Stormwater Management Systems
Permit No. SW8 000530
DIVISION OF WATER QUALITY
PROJECT DATA SHEET
Proj ect Name:
Permit Number:
Location:
Applicant:
Mailing Address:
Application Date:
Name of Receiving Stream / Index #:
Classification of Water Body:
Design Storm:
Pond Depth, feet:
Permanent Pool Elevation, FMSL:
Drainage Area, acres:
Total, Impervious Surfaces, ftz:
325 lots at 3,500 ftz:
Roads/Parking, ft2
Pool and Parking, ft2
Offsite Area entering Pond, ft2:
17 Pilots Ridge Lots @4,000 ft2:
Pilots Ridge Streets, ftz:
98 Arrondale Lots @4,300 ftz:
Arrondale Streets, ft2:
Required Surface Area, ft2:
Pros-aded Surface Area, ft2:
Required Storage Volume, ft3:
Provided Storage Volume, ft3:
Temporary Storage Elevation, FMSL:
Kirkwood @ Arrondale
SW8 000530
New Hanover County
Mr. Mickey Fogleman, President
Fogleman Saffo Turner Inc.
109 Hinton Avenue, #7
Wilmington, NC 28403
January 22, 2002
Cape Fear / Cape Fear River / 18-71
"SC"
1.0 inch
6
22
148.64
2,223,365
1,137,500
420,529
10,200
593,936
68,000
12,400
414,706
160,030
117,643
210,452
256,137
259,653
23.2
Controlling Orifice:
8.25" cp pipe
3

State Stormwater Management Systems
Permit No. SW8 000530
H. SCHEDULE OF COMPLIANCE
1. No homeowner/lot owner/developer shall fill in, alter, or pipe any drainage feature (such as swales) shown
on the approved plans as part of the stormwater management system without submitting a revision to the
permit and receiving approval from the Division.
2. The permittee is responsible for verifying that the proposed built -upon area for the entire lot, including
driveways, patios and sidewalks, 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.
3. If an Architectural Review Committee (ARC) is required to review plans for compliance with the BUA
limit, the plans reviewed ,must include sidewalks and driveways. Any approvals given by the ARC do not
relieve the homeowner of the responsibility to maintain compliance with the permitted BUA limit.
4. The following items will 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 perrnittee, 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.
5. The Director may determine that other revisions to the project should require a modification to the permit.
6. 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 conies of revised plans and certification in writing to the Director that the changes have been made.
7. The stormwater management system shall be constructed in it's entirety, vegetated and operational for its
intended use prior to the construction of any built -upon surface.
8. During construction, erosion shall be kept to a minimum and any eroded areas of the system will be repaired
immediately.
9. 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.
10. Decorative spray fountains will not be allowed in the stormwater treatment system.
11. 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.
12. 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.
4

State Stormwater Management Systems
Permit No. SW8 000530
13. Prior to transfer of the permit, the pond must be inspected by DWQ personnel, and determined to be in
compliance with all permit conditions. Any items not in compliance must be repaired or replaced to design
condition prior to the transfer. Records of maintenance activities performed to date will be required.
14. 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 revegetation 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.
15. 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.
16. Prior to the sale of any lot.. deed restrictions must be recorded which limit the built -upon area per lot to the
amount as shown on the Project Data Sheet, per Section I, Part 2. The recorded statements must follow the
form:
a. "The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number SW8 000530, as issued by the Division of Water Quality under NCAC
2H.1000, on January 22, 2002."
b. "The maximum allowable built -upon area per lot is 3,500 ft. 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, coquina and parking areas, but does not
include raised, open wood decking, or the water surface of swimming pools."
C. "The State of North Carolina is made a beneficiary of these covenants and restrictions to the extent
necessary to maintain compliance with the Stormwater Management Permit."
d. "The covenants pertaining to stormwater regulations may not be altered or rescinded without
concurrence of the State of North Carolina."
e. "Alteration of the drainage as shown on the approved plan may not take place without the
concurrence of the State of North Carolina."
f. "All runoff from the wilt -upon areas on the lot must drain into the permitted system. This may be
accomplished through providing roof drain gutters which drain to the street, grading the lot to drain
toward the street, or grading perimeter swales and directing them into the pond or street. Lots that
naturally drain into the system are not required to provide these measures."
17. A copy of the recorded deed restri.etions must be submitted to the Division within 30 days of the date of
recording the plat, and prior to selling lots. The recorded copy must bear the signature of the Permittee, the
deed book number and page, and stamp/signature of the Register of Deeds.
5

State Stormwater Management Systems
Permit No. SW8 000530
18. 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.
19. 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.
20. Built upon area includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate,
coquina and parking areas, but does not include raised, open wood decking, or the water surface of
swimming pools.
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 "Name/Ownership Change Form" must be submitted to the Division
of Water Quality accompanied by appropriate documentation from the parties involved, such as a copy of
the deed of trust. Other supporting materials, such as a signed Operation and Maintenance plan in the case
of engineered systems, will also be required. The project must be in good standing with D WQ. 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 Permittee to
enforcement action by the Division of Water Quality, in accordance with North Carolina General Statute
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 permit may be modified, revoked and reissued or terminated for cause. The filing of a reque.,for a
permit modification, revocation and reissuance or termination does not stay any permit condition.
6. Permittee grants permission to staff of the DWQ to access the property for the purposes of inspecting the
stormwater facilities during normal business hours.
7. The permittee shall notify the Division of any name, ownership or mailing address changes within 30 days.
Permit issued this the 22nd day of January, 2002.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 000530
91

Michael F. Easley, Governor
�O Gv
> =1
fl �
Mr. Mickey Fogleman, President
Fogleman Saffo Turner Inc.
109 Hinton Avenue, 47
Wilmington, NC 28403
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
January 22, 2002
Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
Wilmington Regional Office
Subject: Permit No. SW8 000530
Kirkwood @ Arrondale
High Density Subdivision Stormwater Project
New Hanover County
Dear Mr. Fogleman:
The Wilmington Regional Office received a complete Stormwater Management Permit Application for Kirkwood
@ Arrondale on January 18, 2002. 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 000530, dated January 22, 2002, for the construction of the project, Kirkwood @ Arrondale.
This permit shall be effective from the date of issuance until .I anuary 22, 2012, and shall be subject to the conditions
and limitations as specified therein. Please pay special attention to the Operation and Maintenance requirements
in 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, 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 Linda Lewis, or me
at [phone].
Sincerely,
CV -
Rick Shiver
Water Quality Regional Supervisor
RSS/:arl S:1WQSISTORMWATIPERMIT\000530.SEP
cc: Phil Tripp, P.E.
Tony Roberts, New Hanover County Inspections
Beth. E. Wetherill, New Hanover County Engineering
Linda Lewis
Wilmington Regional Office
Central Files
N.C. Division of Water Quality 127 Cardinal Drive Extension Wilmington, N.C. 28405 [phone] Fax [phone] Customer Service
800-623-7748

State Stormwater Management Systeft
Permit No. SW8 000530
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes ofNorth Carolina as amended, and
other applicable Laws, Rules, and Regulations
PERNIISSION IS HEREBY GRANTED TO
Fogleman Safib Turner Inc.
Kirkwood @ Arrondale
New Hanover County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with the provisions of 15A NCAC
2H .1000 (hereafter referred to as the "stormwater rules') and the approved stormwater management plans and
specifications and other supporting data as attached and on file with and approved by the Division of Water Quality
and considered a part of this permit.
This permit shall be effective from the date of issuance until January 22, 2012 and shall be subject to the following
specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater described in the
application and other supporting data.
2. This stormwater system has been approved for the management of stormwater runoff as described on page
3 of this permit, the Project Data Sheet. The subdivision is permitted for 325 lots, each allowed 3,500 ftz
square feet of built -upon area.
3. Approved plans and specifications for this project are incorporated by reference and are enforceable parts
of the permit.
4. Offsite areas have been accounted for in this stormwater management system. They include Arrondale
Subdivision and Pilots Ridge.
5. The pool and associated parking lot are limited to a maximum total of 10,200 ftz of built -upon area.
►i

State Stormwater Management Systems
Permit No. SW8 000530
DIVISION OF WATER QUALITY
PROJECT DATA SHEET
Project Name:
Permit Number:
Location:
Applicant:
Mailing Address:
Application Date:
Name of Receiving Stream / Index #:
Classification of Water Body:
Design Storm:
Pond Depth, feet:
Permanent Pool Elevation, FMSL:
Drainage Area, acres:
Total Impervious Surfaces, ft2:
325 lots at 3,500 ft2:
Roads/Parking, ft2
Pool and Parking, ft2
Offsite Area entering Pond, ft2:
17 Pilots Ridge Lots @4,000 ft2:
Pilots Ridge Streets, ft2:
98 Arrondale Lots @4,300 ft2:
Arrondale Streets, ft2:
Required Surface Area, ft2:
Provided Surface Area, ft2:
Required Storage Volume, ft3:
Provided Storage Volume, ft3:
Temporary Storage Elevation, FMSL:
Controlling Orifice:
Kirkwood @ Arrondale
SW8 000530
New Hanover County
Mr. Mickey Fogleman, President
Fogleman Saffo Turner Inc.
109 Hinton Avenue, #7
Wilmington, NC 28403
January 22, 2002
Cape Fear / Cape Fear River / 18-71
"SC"
1.0 inch
6
22
148.64
2,223,365
1,137,500
420,529
10,200
593,936
68,000
12,400
414,706
160,030
117,643
210,452
256,137
259,653
23.2
8.25" cp pipe
3

State Stormwater Management`Systen'is
Permit No. SW8 000530
II. SCHEDULE OF COMPLIANCE
1. No homeowner/lot owner/developer shall fill in, alter, or pipe any drainage feature (such as swales) shown
on the approved plans as part of the stormwater management system without submitting a revision to the
permit and receiving approval from -the Division.
2. The permittee is responsible for verifying that the proposed built -upon area for the entire lot, including
driveways, patios and sidewalks, 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.
3. If an Architectural Review Committee (ARC) is required to review plans for compliance with the BUA
limit, the plans reviewed must include -sidewalks and driveways. Any approvals given by the ARC do not
relieve the homeowner of the responsibility to maintain compliance with the permitted BUA limit.
4. The following items will 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 proj ect 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.
5. The Director may determine that other revisions to the project should require a modification to the permit.
6. 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.
7. The stormwater management system shall be constructed in it's entirety, vegetated and operational for its
intended use prior to the construction of any built -upon surface.
8. During construction, erosion shall be kept to a minimum and any eroded areas of the system will be repaired
immediately.
9. 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.
10. Decorative spray fountains will not be allowed in the stormwater treatment system.
11. 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.
12. 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.
4

State Stormwater Management Systems
Permit No. SW8 000530
13. Prior to transfer of the permit, the pond must be inspected by DWQ personnel, and determined to be in
compliance with all permit conditions. Any items not in compliance must be repaired or replaced to design
condition prior to the transfer. Records of maintenance activities performed to date will be required.
14. 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 revegetation of side slopes.
d. Immediate repair of eroded areas.
C. Maintenance of side slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of outlet structure, orifice device and catch basins and piping.
g. Access to the outlet structure must be available at all times.
15. 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.
16. Prior to the sale of any lot, deed restrictions must be recorded which limit the built -upon area per lot to the
amount as shown on the Project Data Sheet, per Section I, Part 2. The recorded statements must follow the
form:
a. "The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number SW8 000530, as issued by the Division of Water Quality under NCAC
2H.1000, on January 22, 2002."
b. "The maximum allowable built -upon area per lot is 3,500 W. 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 loot line and the edge of the pavement. Built upon area includes, but is not limited
to, structures, asphalt, concrete, gravel, brick, stone, slate, coquina and parking areas, but does not
include raised, open wood decking, or the water surface of swimming pools."
C. "The State of North Carolina is made a beneficiary of these covenants and restrictions to the extent
necessary to maintain compliance with the Stormwater Management Permit."
d. "The covenants pertaining to stormwater regulations .may not be altered or rescinded without
concurrence of the State of North Carolina."
e. "Alteration of the drainage as shown on the approved plan may not . take place without the
concurrence of the State of North Carolina."
f. "All runoff from the built -upon areas on the lot must drain into the permitted system. This may be
accomplished through providing roof drain gutters which drain to the street, grading the lot to drain
toward the street, or grading perimeter swales and directing them into the pond or street. Lots that
naturally drain into the system are not required to provide these measures."
17. A copy of the recorded deed restrictions must be submitted to the Division within 30 days of the date of
recording the plat, and prior to selling lots. The recorded copy must bear the signature. of the Permittee, the
deed book number and page, and stamp/signature of the Register of Deeds.
k,

State Stormwater Management System's
Permit No. SW8 000530
18. 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.
19. 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.
20. Built upon area includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate,
coquina and parking areas, but does not include raised, open wood decking, or the water surface of
swimming pools.
III. GENERAL CONDITIONS
1. 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 "Name/Ownership Change Form" must be submitted to the Division
of Water Quality accompanied by appropriate documentation from the parties involved, such as a copy of
the deed of trust. Other supporting materials, such as a signed Operation and Maintenance plan in the case
of engineered systems, will also be required. The project must be in good standing with D WQ.. 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 Penmittee to
enforcement action by the. Division of Water Quality, in accordance with North Carolina General Statute
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.
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.
6. Permittee grants permission to staff of the DWQ to access the property for the purposes of inspecting the
stormwater facilities during normal business hours.
7. The permittee shall notify the Division of any name, ownership or mailing address changes within 30 days.
Permit issued this the 22°d day of January;'2002.
?.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Gregory J. Thorpe, Ph. ., Acting Director
1-64-1 Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 000530

Kirkwood @ Arrondale
Stormwater Permit No. SW8 000530
New Hanover County
Designer's Certification
State Stormwater Management Systems
Permit No. SW8 000530
Page 1 of 2
1, . 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 are a part of this Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
7

State Stormwater Management System's
Permit No. SW8 000530
Certification Requirements:
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
The drainage area to the system contains approximately the permitted acreage.
Page 2 of 2
The drainage area to the system contains no more than the permitted amount of built -upon area.
All the built -upon area associated with the project is graded such that the runoff drains to the system.
The outlet/bypass structure elevations are per the approved plan.
The outlet structure is located per the approved plans.
Trash rack is provided on the outlet/bypass structure.
All slopes are grassed with permanent vegetation.
Vegetated slopes are no steeper than 3:1.
The inlets are located per the approved plans and do not cause short-circuiting of the system.
The permitted amounts of surface area and/or volume have been provided.
Required drawdown devices are correctly sized per the approved plans.
All required design depths are provided.
All required parts of the system are provided, such as a vegetated shelf, a forebay, and the vegetated
filter.
The overall dimensions of the system, as shown on the approved plans, are provided.
cc: NCDENR-DWQ Regional Office
Tony Roberts, New Hanover County Building Inspections
H

S1A)? Q-)0S3tZN
Date Received Fee Paid Permit Number
20-61 SW'9 50
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. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Fo emanSaffo Turner Inc.
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Mr. Mickey Fogleman/ President
3. Mailing Address for person listed in item 2 above:
109 Hinton Ave. - - 7
City: Wilmington State: NC Zip: 28403
Telephone Number: 910-452-1132
4. Project Name (subdivision, facility, or establishment name — should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
Kirkwood
5. Location of Project (street address):
End of Wingorate Road
City: Wi on County: New Hanover
6. Directions to project (from nearest major intersection):
Travel south on NC Hwy 132 from NC Hwy 17 to Carolina Beach Rd NC Hwy 421 From this intersection
travel south on NC Hwy 421to the intersection of Wingate Road Turn west on Wingate to end of road
7. Latitude : N 350 07' 00" Longitude: W 770 55' 00" of project
8. Contact person who can answer questions about the project:
Naive: Charles D. Cazier Telephone Number: 910-763-5100
II. PERMIT INFORMATION:
1. Specify whether project is (check one): X New Renewal Modification
Form SWU-101 Version 3.99 Page 1 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 and its issue date (if known)
3. Specify the type of project (check one):
Low Density X High Density Redevelop General Permit Other
4. Additional Project Requirem .. (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 INFORIMATION
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.
This project will be handled by wet detention meeting the state's 1" requirement as well as the pre:post
Leguirement of New Hanover Coun .
2. Stormwater runoff from this project drains to the Cape Fear River basin.
3. Total Project Area: 96.64 acres 4. Project Built Upon Area: 37.25 %.
How many drainage basins 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.
Receiving Stream Name Cape Fear River
Receiving Stream Class
C-SW
Drainage Basin Area
148.6 ac
Existing Impervious * Area
-
Proposed Impervious * Area
% Impervious* Area (total)
51.04 ac
34.3 %
On -site Buildings (325 lots @ 3,500) 1,137,500 sf
On -site Streets
414,706 sf
On -site Parking
-
On -site Sidewalks
-
Other on -site clubhouse & pool
10,200 sf
Off -site
655,136 sf
Total:
E=2,223,365 sf
E_
* 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? NA
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a
table listing each lot number, size and the allowable built -upon area for each lot must be provided as an
attachment.
1. The following covenants are intended to ensure ongoing compliance with state stormwater management permit
number as issued by the Division of Water Quality. These covenants may
not be changed or deleted without the consent of the State.
Clubhouse &pool area 10,000sf
2. No more than 3,500 square feet ofany lot shall be covered by structures ofimpervious materials.
Impervious materials include asphalt, gravel, concrete, brick stone, slate or similar material but do not include wood
decking or the water surface ofswimming 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 stormwater management permit modification prior
to construction
5. All permitted runofffrom outparcels or future development shall be directed into the permitted stormwater control
system. These comiections to the sto mwater 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 SW-109
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
Form SW-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.
1. Please indicate that you have provided the following required information by initialing in the space
provided next to each item.
Applicant's Initials
• Original and one copy of the Stormwater Management Permit Application Form Cam[
• One copy of the applicable Supplement Form(s) for each B.WL CoL
• Permit application processing The of $420 (payable to NCDENR) CQL
• Detailed narrative description of stormwater treatment/management GO--
• Two copies of plans and specifications, including:
- Development/Project name
- Engineer and firm
- Legend
- North arrow
- Scale
- Revision number and 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
- Exi,-frog 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): Tripp Engineering, P.C.
Mailing Address: 419 Chestnut Street
City: Wilmington State: NC Zip: 28401
Phone: 910 '763-5100
VIII. APPLICANT'S CERTIFICATION
Fax: [phone]
I, (print or type name ofperson listed in General Information, item 2) Mickey Fogleman
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 mi ormance with the approved plans, that the required deed restrictions
and protective covenants v�Hybe re ed, and that the proposed project complies with the requirements of 15A
NCAC 211.1000. /
Signature:
Date: (S 7
Form SWU-101 Version 3.99 Page 4 of 4

Permit No. SW8 000530
(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
DWO Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a wet detention basin supplement for each basin,
design calculations, plans and specifications showing all basin and outlet structure details, and a signed and
notarized operation and maintenance agreement.
I. PROJECT INFORMATION (please complete the following information):
Project Name: Kirkwood
Contact Person: Charles Cazier Phone Number: ( 910 )J763-5100
For projects with multiple basins, specify which basin this worksheet applies to: 1
elevations
Basin Bottom Elevation 16.0 ft.
Permanent Pool Elevation 22.0 ft.
Temporary Pool Elevation 23.2 ft.
areas
Permanent Pool Surface Area 210,452_ sq.ft.
Drainage Area
Impervious Area
volumes
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
Other parameters
SA/DAi
Diameter of Orifice
Design Rainfall
Design TSS Removaf
_148.64 ac.
_51.04 ac.
(floor of the basin)
(elevation of the orifice)
(elevation of the discharge structure overflow)
(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)
1,095,291_ cu.ft. (combined volume of main basin and forebay)
259,653_ cu.ft. (volume detained above the permanent pool)
215,085_ cu.ft. (approximately 20% of total volume)
1.85 (surface area to drainage area ratio from DWQ table)
8.25 in. (2 to 5 day temporary pool draw -down required)
1.0 in.
90 % (minimum 85% required)
Form SWU-102 Rev 3.99 Page 1 of 4

Footnotes:
1. When using the Division SA/DA tables, the correct SA/DA ratio for permanent pool sizing should be computed based upon the
actual impervious % and permanent pool depth. Linear interpolation should be employed 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 BU P manual provides design tables for both 85% TSS removal and 90% TSS removal.
H. 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.
Applicants Initials
CDC a. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
CCL b. The forebay volume is approximately equal to 20% of the total basin volume.
4PCI c. The temporary pool controls runoff from the design storm event.
(AID,( d. The temporary pool draws down in 2 to 5 days.
rJA e. If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations).
�C Qc f. The basin length to width ratio is greater than 3: 1.
Co
4 g. The basin side slopes above the permanent pool are no steeper than 3: 1.
CI01' h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
CDC i. Vegetative cover above the permanent pool elevation is specified.
CZ j. A trash rack or similar device is provided for both the overflow and orifice.
CQC k. A recorded drainage easement is provided for each basin including access to nearest right-
of-way.
CDC, 1. If the basin is used for sediment and erosion control during construction, clean out of the
C-06—
basin is specified to be performed prior to use as a wet detention basin
m. A mechanism is specified which will drain the basin for maintenance or an emergency.
III. 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 onel F] doec X does not incorporate a vegetated filter at the outlet.
This system (check one) ❑ does X does not incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3.99 Page 2 of 4

Maintenance activities shall be performed as follows:
After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention 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 not be handled in a manner that will 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 _4_5 feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads 2.25 feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
(fill in the hlanks)
Permanent Pool Elevation 22.0
Sediment Wmoval El. 19.75 1 75 /° `
-------------- - Sediment Removal Elevation 17.5 75 /o
4;;, n 19.0 %--------------------------------------------- -----
Bottom
Bottom Elevation
FOREBAY MAIN POND
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 possible.
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: Mickey Fogleman
Title: President
Addre
Phone
Signal
Date:
Note: The legally responsible parry 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.
I, k CA, ' l- ®IAS k ti h , a Notary Public for the State ofIQ
County of N RA4 O\W , do hereby certify that iwl
personally appeared before me this 9-6AAA day ofPI/qk
execution of the forgoing wet detention basin maintenance
�.2
SEAL
My commission expires V -1
N O V'A-L C0..Uu I 1Kc,
and acknowledge the due
. Witness my hand and official seal,
Form SWU-102 Rev 3.99 Page 4 of 4

CATHAY ROAD
pm a REVISIONS
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37.0 PROPOSED SPOT ELEVATION
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(I.E. ROOF TOPS, DRIVEWAYS, SIDEWALKS, ETC.
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DB. 2140, PG. 0367 DB. 2149, PG. 697 SITE PLAN
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BACK BACK
•
DIMENSIONS FOR
POND NO. 1
FRONT FRONT
% LOTS 105-119
TYPICAL LOT GRADING PLAN_
NTS
I F2-6T.b1­
9
DIMENSIONS FOR
POND NO. 2
0% 1--$
456.5
SEP 218 2(01
DWQ
PROJ#
LANDING STRIP
PILOTS RIDGE HOMEOWNERS ASSOC.
BOOK 1580, PAGE 1661
238.6
L 19.01
238.75
01
SEAL
17374
A�
G ok
REGO
DATE 09-20-01
DESIGN PGT
DRAWN JK/MVL
C 1
SHEET 1 OF 14
00012

I
I
COVERIRTOP V& PUSH PAVED
OTHER
8THERSAREAS OUTSO?R
TRAFFIC. OP T TO BE
OTHER PAVED
2x4 t woop RArE�
WooD GR STM sTAN
WITH STREETS WALKS OR
AREA
TRAFFIC. TOP TO BE AS
NOTED ON PLANS ON
FAE+FHi
RESIDENTIAL
3/8 TACEMENT
MOR R
NOTED ON PLANS ON
UNPAVED ROADS PROVIDE
8" COVER OVER LID AND
UNPAVED ROADS PROVIDE
g" COVER OVER LID AND
SET LABELEDCONCRE
"
TAEN
AS IRp� �RgME
O R. TOP TO 8EUSH
WITH STREETS. WALKS OR
•„
I
SEET LAggE D C��CCRE
MONUMENNEAREST Rif W
MONUMENT NEAREST R�/W
RESIDENTIAL
LIMIT.
LIMIT
WATER
IMENT--
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A COVER
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SEDIMENT
DROP INLET
.1/10P INLET
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--•
CONCRETE SPACERS FOR
ADJUSTMENT TO GRADE
' ' ----- \a
BURIED FAS AMIED SNORT
,
Z
TEEL OR WOOD POST
TIRE FABRIC
ILTER FABRIC
• MAPRECAS
CONCRETE SPACERS FOR H STEP ` -
w ADJUSTMENT TO GRADE •• �z o AS DIRECTED BY ENGINEER
" EINFORCINREINFORCING PRECAS \ �• aECCENTRIC ECCENTRIC TOP W
�„ ; 48" DIAME- 60" DIAMETER Sit). >< ow
PRE -CAST MANHOLE PRE-CAAS MANHOLE o� N WOOD FRAME W000 NOTES:
0 w z L-1 In i MANHOLE IN ACCORD �' S MINK WALL THICKNESS SE MIN. WALL THICKNESS CTIONS I m STEEL E 1. FENCE FABRIC SHALL BE A MIN. OF 32" IN WIDTH AND
. - . WITH ASTM C 47 " - MANHOLE IN ACCORDANCE rn
C �. 1 FOR 4 DIA. BARREL FOR 4 DIA. BARRELA.rr_WITH ASTM C 478 • o w
I i 6 MIN. WALL THICKNESS 6 MIN. WAIL THICKNESSo wGRA BURIED FABRIC SPAA INHCsAVE A MIN• OF SIX LINE WIRES WITH 12 STAY
FOR 5" DIA. BARREL FOR 5" DIA. BARREL- - - - - i•l N -
• N`* 2. FABRIC SHALL BE FOR EROSION CONTROL AND MIN. OF
ITUMAgTIC JO NT ALANT - 36" IN WIDTH. FABRIC SHALL BE FASTENED
5. AS APPROVED BY TH i PROVIDE STRAP ,� . ADEQUATELY TO THE Y/IRE FABRIC AS DIRECTED BY THE
cn ANDIOUT WITHAPPROVED.1 AS APPROVCIJ91I THHEALA z I- ( 5 0.DCROP PIPE __ �.
N NON -SHRINKING GROUT ENGINEER GROUTED INSIDE �N= �� ����- ��
3. STEEL POST SHALL BE 3 -0 IN HEIGHT AND BE OF THE
� 1" PER AND OUT WITH APPROVED 1" PER ¢ 5 iv SELF -FASTENER STEEL ANGLE TYPE.
°1: NON -SHRINKING GROUT i• 00T t Cn . _, xp�s
FOOT w AT 4. WOOD POST SHALL BE A MIN. OF 6' IN HEIGHT AND 3'
TO 4' IN DIAMETER. WIRE FABRIC SHALL BE FASTENED
0 Q. �q a TO WOODEN POST WITIi NOT LESS THAN /9 WIRE STAOLE
f° PIPE = x i' 'I : ''� NOTES 1 1/2- LONG
DIAMETER MINIMUM 8" STONE MINIMUM 8" STOLE M i IPE 1. AS SVNYH IC FABRIC, USE A PERVIOUS I4ET OF NVAK 70 PROVIDE NEEDED STABLITY TO THE INSTAw►TION. FRAW WITH
VPIDOOO=Z M V V u V V = V V V POLYESTER, OR ETHYLENE YARN -EXTRA S1�iN 20-INCH WOW STRIPS AROUND THE CREST OF THE OVERFLOW
50 L8 ,ITCH MIN. THAT OONTAINS ULTRAVialFT RAY AREA AT A WWWM OF 1.5 FT ABOVE THE DROP Id ET CREST.
�0M 00000� BEDDING FOUNDATION BEDDING FOUNDATION �a0000 M DIAMETER 00000� AND ST FABRIC lHNOULD 8E BIIEIITLY �.�. �: L o��� �. •�.. L• "8 PLACE THE BBTm1N ,2 I�NCHEs a� THE FABRIC A TRFWt2H AND TEMPORARY SILT FENCE
OD 0 i- c a -�a ^- o POROUS TO PROVIDE ADEHiUAIE ORAiNA� OF 1NE iEINpORARY TFE TRENCH WrnH AT LEAST 4 INCHES OF CRUSHED STONE
i0 0 0 0 0 0 0 0 0 0 0 o°c o°o 0 0 0 0 0 0 0 0 0 0 0 o SEDIMENT POOL. BURLAP MAY K USED FOR SNORT -TERM NTS
_o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o a o°o°o°o°o°o°o°o°o°o°o°o o°o°0°0°0°0°0°0 °0°0° °o�� OR 12 INCHES OF COMPACTED SN)L.
a o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o c
'7
0_0_0 0_0_0_0_0_0_0_0_ _o_o_o_o_o_o_o_o_o_o_o o_o_o_o_o_o_o_o_o_o _o_o_o_o_o_o_o_o o_o_o APPLICATIONS IT RiPLACEO EVERY e0 DAYS.
2. CUT FABRIC FROM A CONTIAUOUS ROLL TO ELIMINATE J4INT8. 7. FASTEN FABRIC SECURELY M THE STAKES AND FRAME. JOINTS MUST BE
RUBBER GASKET RUBBER GASKET 3. FOR STAKES► USE 2x4-INCH )OR EQUIVALENT OVERLAPPED TO 1W NW STA' TRCATED
8" MIN. 8" MIN. METAL WITH A MINIMUM LENGTH 3 FT. LANDSCAPE
N!. THE TOP OF THE FRAME AA) FABRIC MUST BE WELL BELOW THE CRdJlO
6 EXTENDED LIP MONOLITHICALLY CAST 6 EXTENDED UP MONOLITHICALLY CAS �, EVELW.Y �qMp tHE � 7tE DAFT ELEVATION DOWNSLDPE FROM THE DROP INi ET TO KEEP RUNOFF FROM TIMBER-
4,
BASE SECTION EXTENDED BASE NOT BASE SECTION EXTENDED BASE NOT A MAXIMUM OF 3 FT APART. AND SECURELY DRIVE THEM INTO �A TME � A
REQUIRED FOR MANHOLES < 8 DEEP) REQUIRED FOR MANHOLES < 8' DEEP) THE GROUND, APPROXIMATELY 18 INCHES DiP. �4
TEMPORARY FABRIC DROP INLET EROSION CONTROL C.I. BOXFOO
Y a
48 0 STANDARD MANHOLE 60"0 DROP MANHOLE NTS &COVER zM W�
NTS SANITARY NTS PIPE ZONE PIPE ZONE STORM DR' �� m 2" TYPE I-2 (NCDOT) - '�'z
R COVER CONTACT " COMBINATI �cS
s�up A' � SHALL BE MACHINED M 8 ABC STONE (NCDOT) �
» OF AS TO INSURE EVEN BEARING �`d MAX 45 SWEEP IL
6 O.D. 6 6 O.D. 6 COVER ON RING. w
IN IN IN TOP OF COVER �-i BENDS AS READ c
A 4 A O3
FINAL BACK FINAL BAG( PIPE SIZE AS 0o MAI ANC NIPPLE PER COUNTY
OICA <" - - AS REQ'D REQUIREMENTS
PIPE SIZE AS TMES 5 " z _
INDICATED 3" Mom, NPURQUA
NO. ON THE4 '. 2 BOAOF COVER 2JqLpsnal_ CH-BN-2001 NOTE: PAVEMENTSECTION MAY VARY NOTE: MINIMUM 3 FEET OF COVER
L ASPHALT PAVEMENT DEPENDING UPON FIELD CONDITIONS.
CONTRACTOR SHALL COORDINATE S`iALL BE MAINTAINED UNLESS
Y r O.D. -� 0 O.D. 8• GROU w/OWNER & GEOTECHNICAL DUCTILE IRON PIPE IS USED.
INITIAL BACZCFILL=") %^ �%c�� 6• MIN. CLASS 1 OR _ 'r . "MIN. ELEV. VARIES ACTUAL PAVOEMEN SECTION.
CUSS, _ _ _ _ - " » " TYPICAL NEAR SIDE
I �I I -I I C I I_1 I C I I_! I I -I f f.I i l--I I� _
14
STABLE I I=i I I_ _-I I �-�TA� � I. PRE -CAST CONC. PAVEMENT SECTION SEWER SERVICE DETAIL
k--I i�l I U --
FOUNDATION FOUNDATION
MATERIAL MATERIAL NTS
FLOW 1
PVC PIPE DUCTILE IRON PIPE � - 4" "
24
PIPE BEDDING DETAILS MANUFACTURERS) 2•-�• _ " TREATED
�. tR R. EPBN S!2aft SON e12 12 i•1 LANDSCAPE
NO. 3000 PSI CONC. r �� TIMBER
336 VULLCAw' o
TOP OF BANK EMBANKMENT EQUAL 2'->a 1 4' m in
PING - 0 $EEEpIqN P E __ 0 Ow a
/ PING - INTO LBS o(�I NTA F��pR IIPP I i I -
EL. 26.0 crovER - 120 TIOiV dt SIZES ^ -11 w c�ov� C.T. BOX •
FLOOD POOL EL. 23.0 SECTION A -A SECTION i � I- � iM w0a 8e COVER Ax. 45
�--- MANHOLE FRAME AND CURB INLET DETAIL �' P NYw LONG SWEEP
COVER GR - -1 I 1=� 1=1' t r III -= 111= �w "w AS REQ'D TO REACH
3 to NORMAL POOL EL. 22.0 NTS - A NTS STO ECBASE IL crW OPTIMUM DEPTH
EL 21.5 2' SPILLWAY DETAIL. 'A'
VARIABLE SLOPE 45'
6 1.55I MINIMUM
NTS REQUIREMENTSNIPPLPER OUNTY COMBINATION MAIN
MAIN POOL 'i•1 ?� NOTE: MINIMUM 3 FEET OF R
1 - FLOW-__ SHALL BE MAINTAINED UNLES
3 BOTTOM DUCTILE IRON PIPE IS USED.
A * POND SLOPE TO BE SEEDED IN ACCORDANCE �
TO SEEDING SPECIFICATIONS EL. 16.0 TYPICAL FAR SIDE
* 6:1 VEGITATED SHELF TO BE PLANTED SUMP UNDISTURBED WITH WETLAND SPECIES I.E. COMMON THREE BOTTOM WITH BOTTOM SEWER SERVICE DETAIL
NTS
TOP OF BANK TOP OF BANK SEE PLAN SHEET FOR LOCATION / 50'R R/W
EL. 26.0 EL. 26.0 W 50' RIGHT-OF-WAY / 39'R B.O.C.
FLOOD POOL EL. 23.0 6P �LPD
STONE SECTION A -A
NOTES '-0 22'-0" B-B 5'-O"
NORMAL POOL EL. 22.0 1. SEDIMENT TRAP WILL BE CONSTRUCTED FIRST. 30 SLOPE
.SUMP SECONDLY.
2. SEDIMENT TRAP HEIGHT TO BOTTOM OF SPILLWAY 1 4" FT 1 4"FT /
WILL BE NO LESS THAN TWO FEET. �/_ _��
1 �1 3. SPILLWAY DEPTH SHALL BE ONE FOOT. M H
4. STONE FACE SHOULD BE NO LESS THAN 6 INCHES
FOREBAY O ` /
3 OF THE LARGE STONE. 8" ABC STONE BASE
BOTTOM EL. 19.0 5. SUMP DIMENSIONS SHOULD ALLOW FOR A MINIMUM OF 1-1/2" NCDOT
900 CF OF SEDIMENT STORAGE. PROPOSED _ SEE PROPOSED 50' RADIUS ��40' RADIUS
6. DEPTH OF SEDIMENT IN SUMP WILL CHECKED AFTER EACH WATER MAI I 2 ASPHALT DETAIL ' SAN. SEWER
Q A� STORM AND CLEANED AS NECESSARY (MIN. ONCE EACH 6 MONTHS). B 150' ROW
FOREBAY SECTION 7. REMOVAL I SEDIMENT TRAP WILL BE DONE IN SUCH A WAY PPICAL 50 ROAD CROSS --SECTION 1
AS TO LIMIT SILTATION.
NTS NTS
TEMPORARY SEDIMENT TRAP DETAIL, (PUBLIC ROAD) 1 122' 8-B
STEEL PIPE NTS HAILEY CT., EASTDALE CT., ANGEL ISLAND DR.
z WINDGATE DR. (SOUTH OF 90 BEND) 1 1
A _0 � A 50' RIGHT-OF-WAY 1 1
1
L 42» R I w i 6' SHL'D I
N U7
P-p,1 28'-0" B-B 5Lle '-0"
3:1 SLOPE
-- • " 1 4» 1 4�/FT �NTYPICAL SINGLE CUL-DE-SAC
{ ,.,► 5., O•• �• 10'-0"t 5'-0* VARIES 2 -0 M ° o
LD 4
STREET WATER MAIN VARIES 8" ABC $TONE BASE
PLAN VALVE PROPOSED 1-1/2" NCDOT OSENO CONTRACTOR MAY USE BRICK WITH MAX. CORBEL 1" PER COURSE
WATER MAI I-2 ASPHALT SEEPROP
' PROP ER 2. CONTRACTOR MAY USE ECCENTRIC M.H. UNIT
GALV. BAR GRATING 1" x 1 /8 BEARING BARS. FASTEN WITH
TYPE J CLIPS. ATTACH TO 1-1/4" x 1-1/4" x1 /4" GALVANIZED ATTACH GALVANIZED WIRE 1 1 ICAL 50' ROAD CROSS --SECTION
ANGLE FRAME. MORTOR FRAME TO TOP OF OUTLET STRUCTURE. CLOTH OVER SMALL DIAMETER 8*0 x 6" CONC. PAD AROUND Box T-
TOP OF BANK , 31 ORIFICE (8 MESH .020 WIRE) y NTS (PUBLIC ROAD �'
ELEV. 26.0� 1 J h
_.._�
FL OD POOL 24.0LX WINDGATE DR. (EAST OF 90' BEND), SAN MATED DR.,
---- ,,, STATE FLOOD NAPLES DR., STAPLETON RD., k .
POOL 23.0 BRANFORD RD., MORROW R ,,
" I N WALSTON DR., HILLSIDE DR., CASTINE WAY, LAVEEN WAY,
42 RCP s" M.J. GATE vaL S KIRKWOOD DR., LENOIR DR. - - -
I RMAL POOL 22. POURECONDLINN PLACE
INV. 22.0 NV. 22.
OCK
NV. 21.5 2-3/4"+r STAINLESS 50'R R/W
3 NSTEEL TIE RSUTS & ASHERS w MIN. NGTH CONC. BLINPLAD / 39'R B.O.C.
-- TEMPORARY 2-3/4"M STAINLESS
NOTES: STEEL TIE RODS '
GRAVEL 1. DO NOT BLOCK HYDRANT DRAIN w�OCKING. NUTS & WASHERS PLAN
j f 2. COAT TIE RODS & NUTS COAL T EPDXY.
�» V rJ'-U�� wx FILTER 3. DO NOT SUPPORT VALVE BOX DIRECTLY ON VALVE. ' . M N G &c COVER PRECAST 4" RISER RING
4. ALL TIE RODS.NUTS.WASHERS TO BE STAINLESS STEEL
WATERLINE � HYDRANT CROSS SECTIONS �"v' '.� L .H I TM .
BOTTOM 16. 0 TYPICAL �oT�iR�LA�E�T�Ps�
SECTION A -- A �,,_NTS A,2 oc
POUR 2' SQUARE x 4" DEEP �, MORTAIRMSE T
DETENTION POND OUTLET STRUCTURE CONC. PAD AROUND VALVE BOXES
EDGE OF PAVEMENT TYPICAL \ / 25' RADIUS
NTS µ.Hb"s� s V-0 V- co
GRADE ALVE BOX COVER % N
tt
A A Z 40' RADIUS 1 150 ROW �
�OPO J r n� PLO& " "
G a H 5 3/4
g�1 w 2" GATE VALVE VALVE BO - THE -
QJ 0' N IRON BODYITTING' 1 I m 8 FORM To
kCHANI
MI _ 2" C.I.P. COUPLIING , 25 RADIUS W
TYPICAL
J I SLOPE UP------------� -- ------ �
a n /CONC. PAD °'
C-1 e . r =0�
6 MI 10 , I'
SEE PLAN !
2" 3" �'��� TAMPED BACKFILL� 90' ELL
COARSE AGGREGAT ti SCREWED FITTING 50' ROW 28' B-B
j 3'-0" .- " 3'-3" MIN. 3'-1 3 MIN.
-SSEE PLAN MH RINGS
WATER MAI
TEMPORARY GRAVELLED FA IC NOTE: TAP WATER MAIN ON TOP FOR HIGH POINT BLOW -OFF. SECTION
ZMM A A t� dRgJICAQ� TAP WATER MAIN ON BOTTOM FOR LOW POINT BLOW -OFF.
CONSTRUCTION ENTRANCE STORM DRAIN MANHOLE DETAIL
NTS ENERGY DISSIPATOR BLOWOFF DETAIL -
NTS
NTS NTS
SQUARE, DUCKWEED. PICKEREL WEED, PONDWEED, CROSS SECTION
SEDGES, SMARTWEED,WATERWEED & WILD CELERY
DETENTION PQND SECTION
NTS
TEMPORARY SEDIMENT
TRAP TABLE
N0.
AREA
ACRES
REQ'D
ROVIDED
L
W
D
1
1.84
3312
3400
70
10'
T .
2
0.33
594
700
35
-1 -0
2'
3
0.55
990
1100
55
10'
2'
SITE WORK NOTES REVISIONS
1, THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING
CONDTIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE. NO. Description B
2. CLEARING: .CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS Date P y
OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN.
3. GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS,
VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC
MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION.
4. MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL
REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS.
5. DISPOSAL• CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE
REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY.
6. FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICALREPORT.
7. THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED
EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND
FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES.
8. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF -SITE
PROPERLY PERMITTED FACILITY AS REQUIRED.
9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS
IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE
EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF
THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING.
10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/
RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH
APPROPRIATE PERSONNEL.
11. EXISTING SURVEYING PERFORMED BY STOCKS LAND SURVEYING, P.C. AND SUPPLIED BY THE OWNER.
12. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE
THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER
PRIOR TO INSTALLATION.
13. THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT
HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER.
14. ALL PVC UTILITY MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36" COVER
AT FINAL GRADE.
15. ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES.
METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL' BE THE RESPONSIBILITY
OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS.
16. ALL PAVEMENT, BASE AND SUBGRADE SHALL COMFORM TO NCDOT STANDARDS INCLUDING
WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, LIGHTS
OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT
TO MAINTAIN SAFETY AND TWO WAY TRAFFIC.
17. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPORT
ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHALL BE
SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES.
18. CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER GASKETED JOINTS
AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS.
19. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A
CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III, FACTORY MIXED, QUICK DRYING,
NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR
NIGHT REFLECTING. 4!::4
20. DUCTILE IRON SHALL BE CLASS 50.
21. CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUMN COMPRESSIVE STRENGTH OF 3000 PSI 0 28 DAYS - AIR ENTRAINED. z
22. FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR
BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE 1
PAID FOR BY THE CONTRACTOR.
CONSTRUCTION SEQUENCE
1. NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR
EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL).
2. NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED
INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION.
3. INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING
BUT NOT LIMITED TO GRAVELLED CONSTRUCTION ENTRANCE, 'SILT FENCE, CHECK DAMS, ETC.
INSTALL ALL SECONDARY EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINN G
CONSTRUCTION.
4. ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN.
SILT FENCE, SILT TRAPS, AND INLET PROTECTION TO BE CLEANED WHEN HALF FULL.
5. IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN W N
DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER
FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION. N
6. IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS O F.L�
DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM
ENTERING STORM DRAIN PIPING. 0
7. A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED. 8. ALL DISTURBED AREAS SHALL BE SEEDED IN ACCORDANCE WITH SEEDING SCHEDULE AS z z
SOON AS POSSIBLE BUT NO LATER THAN 30 DAYS AFTER DISTURBANCE.
ALL SLOPED AREAS TO BE SEEDED NO LATER THAN 15 DAYS.
9. MAINTAIN ALL EROSION CONTROL MEASURES UNITL PROJECT IS COMPLETE.
10. MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS
PLAN PROVE TO BE LESS EFFECTIVE.
11. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION.
ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION. O
MAINTENANCE REQUIREMENTS
1. CONSTRUCTION ENTRANCE MUST BE MAINTAINED TO PREVENT MUD OR SEDIMENT FROM LEAVIN
SITE. PERIODIC TOP DRESSING WITH TWO INCH STONE MAY BE REQUIRED.
2. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL, BUT IN NO CASE LESS THAN
ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
PRACTICES AS DESIGNED.
3. SEDIMENT BASINS WILL BE CLEAt4ED WHEN HALF FULL OR THE LEVEL OF SEDIMENT .REACH ES 2.0 FE
BELOW THE TOP OF THE RISER. #57 GRAVEL WILL BE CLEANED Or REF'LACED WflEN HE
SEDIMENT POOL NO LONGER DRAINS PROPERLY.
4. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT
0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE .REPAIRED AS NECESSARY W ��
TO MAINTAIN A BARRIER.
5. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING
TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS,
DENSE VEGETATIVE COVER.
•
0
w
LATE MItNTER k EARLY 00
TEMPORARY GRASSING DETAIL CQ
SEEDING MIXTURE Z Cd
RAT[ 81b/Coro)
Agnt% Ike )apedezo (Kobe 120 �.�.•� •
Piedmont and Coasted Plain. 1:4
,__4
Korean in Mountains) 50 0
Omit annual Iapedwo when duration of temporary cover Is not to extend
beyond June. P4 s- 4
SEEDING DATES: W Cd
Mountotns - Above 2500 ft: Feb. 15-May 15 �
�
Below 2500 ft: Feb. i-May 1 0 0Pw*e--i
' lain - '' Dec. ay I-A11 Coastal pr. 15 �� � � 5 co
SOIL AMENDMENTS T+/�� $.4 Lf J LO C j
Follow recormnendatlorm of sot teats or aappppl1y 2.000 b/ocre ground ogrtcui- V l 0 ' 1 0-
turd H4nestone and 750 lb/acre 10-10-10 ferttlzer. H (a
MULCH SPRING -SUMMER +��"' 7c�o CO z
APPLY 4.000 LB/A(yiE STRA AtNQHOR SntAW BY TAf�QNG WnH ASRtAl1. PERMANENT GRASSING DETAIL W 0 .. L'- t-
OR A MULCH ANCHORING T00L. A DISK WITH BLADES SET NEARLY STRAIGHT CAN SEEDING MIXTURE 1 ►-
USED As A MULCH ANCHORING TOOL RATE how 0 0 0 W
MAINTENANCE S LA o p,.� 0 0-
RefertUm If growth >s not fully adequate. Reseed. ref rtme and muHeh irn M� io ••i ri ' '
medlately farowing erosion or other damage TALL FESCUE 5o T ` • t�i
V
TEMPORARY SUMMER GRASSING DETAI1. W SEWING NTOTEs ANCIE zs DESIRED. aMar s>Rz ~ C, O ,�, N
SEEDING MIXTURE 2. USE OONMON eERUDACRASS ONLY ON =ATM SITES MX T CANNOT
- � �"'I '� r�H aS v.
CORE A PEST: BERINOAGRASS MAY BE REPLACED WITH b/ � � � � w
Am= RAZE MI&MY
GERMAN MIIIET SEEDING DATES
IN THE PIEDMONT AM MOUNTAINS, A SMALL -STEMMED SUNDANGRASS MAY BE APRIL 1 - JULY 15
SUBSTITUTED AT A RATE OF 50 LB/ACRE.
SEEDING NOTES SOIL AMENDMENTS
MOUNTAINS - MAY 15-AUG 15 APPLY LIME AND FERTILIZER ACCOROW TO SOL TEST$ OR APPLY 3,000 b/acre
PIEDMONT - MAY 1-AUG. 15 GROUND AGRICULTURE LIMESTONE AND 500 b/acre 10-10-10 FERTRIZ R.
COASTAL PLAN - APR. 15-AUG. 15
g
SOIL AMENDMENTS
MULCH.,
FOLLOW RECOM MA71ONS OF SO L TESTS OR APPLY 2.000 LB/ACE GROUND AGRICUL
TURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FiJRTIL0M APPLY 4.000 b/eare GRAIN STRATM EQUIVALENT COVER OF AN01tEis 3A11t _
MULCH. ANCHOR BY TACKING WITH ASPHALT. ROV K OR NETTING OR BY CRIMPING
WITH A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CA" BE
MULCH USED AS A MULCH ANCHORING Toe. `\\\0� 1 i i I I I I� ��//!///APPLY4.000SRAVLANCHHORSTRAWBYTA0aMGVIMASPHALTWMNG, �`!��
/
OR AMULCH ANCHORING IDOL. A DISKWITH BLADES SET !EARLY STRAIGHT CAW BEMAINTENANCE • / /�
USED AS A MULCH ANCHORING TOOL
REFERTRIZE THE FOLLOWING APIM WInH SO b/aors NITR GDL REPEAT AS 4]
` ••
REQUIRES. MAY BE MOWED (PLY ONCE A YEAR. WHERE A NEAT APPEARANTE IS �, �.
MAINTENANCE DESIRED. OMIT SERICEA AND MOW AS OFTEN AS NEEDED.- S E A L
REiT!"B IZE IF GROWTH IS NOT MY ADEOUAiE. RESEED, REIIEWILIZE A MAUJaH -
M DIATELY FOLLOWING EROSION OR OTHER DAMAGE "' A .L"-W,�NTER J -0 17374
PERMANENT GRASSING DETAW ���•... � •'•,`
TEMPORARY FALL GRASSING DETAI SEEDING MWWRE % A • • • • • -t
SE®ING MIXTURE jeem Bez€ ,,GREGO,•�
imm fult ab TAU.AIPROVEDD VARRETIIM no
I I i
Rye (grain) 120 RYE (GRAIN) 25
SEEDING NOTES SEEDING DATES DATE 09-20-01
JANUARY - APRIL
MOUNTAINS - AUG. 15-DEN:. 15 AUGUST - DECEMBER DESIGN PGT
COASTAL PLAN and PIEDMONT - MM 15-DEC 30
SOIL AMENDMENTS
�� APPLY LIME AND FERTILIZERR ACCORDING TO SOLL TESTS, OR APPLY 3.000-5.000 b� DRAWN M VL
GRaIND ctULTURAL LIMESTONE (USE THE WM R RATE ON SANDY SOILS) AND •�••��"�•
FOLLOW SOIL TESTS OR APPLY 2.000 LB/ACRE GROUND AGRICULTURAL t.aoo b 10-10-io FfRTIiSZER
LIMESTONE AND 1.000 LB/ACRE 10-10-10 FERTILIZER.
MULCH
APPLY 4.00D b/acre GRAIN STRAW OR EQUIVALENT COVER OF AN07HER SUiTABiE
RM
APPLY 4.00o LB/ACRE sTRAMC ANCFHOFt STRAW BY TACKING WITH ASPHALT MULCH. ANCHOR STRAW BY TACKING WITH ASPHALT, ROVING. OR NETTING OR BY -
CAN
OR A MULCH ANCHORING TOOL.. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED A MULCH ANCHOROR TOO. A DISK WITH BLADES SET NEARLY STRAIGHT
USED AS A MULCH ANCHORING TOOL E USED AS A MULCH ANCHINNG TOOL
C 1
MAINTENANCE MAINTENANCE
Repak and rererHiss damogsdn y N ei ; bb.� �ARY"0 40 bb Ill �iE1W ANTESTS D 40 b I °NOV/E1110M FRFROMMAA IN ARY SHEET 1 4 OF 1 4
of nitrogen in March.
It R b
June 15. overseed with 50 b/acre Kab. (H'bdmont and Coostd PloMn) 18-4-8. OR SIMILAR TUW FERTuUM AVOID I'MILIZER APPLICATIONS DURING
or Koren (Mountains) Isspedeza In late Psbruary or early March. WARM WEATHER AS THIS INCREASES STAND LASSES TO DISEASE. RESEED. FERTIL=
AND MLL04 DAMAGED AREAS IMMEDIATELY. MON TO A HEIGHT OF 7-5-15 INCHES 00012