SW8040619_HISTORICAL FILE_20041028

STORMWATER DIVISION CODING SHEET
POST —CONSTRUCTION PERMITS
PERMIT NO.
SW�� l�
DOC TYPE
El CURRENT PERMIT
❑ APPROVED PLANS
CJ�D HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

STORMWATER DIVISION CODING SHEET
PERMIT NO.
DOC TYPE
❑ FINAL PERMIT
❑ MONITORING REPORTS
❑ APPLICATION
❑ COMPLIANCE
❑ OTHER
DOC DATE
❑
YYYYMMDD

State Stormwater Management Systems
Permit No. SW8 040619
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 of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
CDR Pina, USN, Department of the Navy
Burger King @ Camp Lejeune
Onslow County
FOR THE
construction, operation and maintenance of two infiltration basins 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 October 28, 2014, 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 in Section 1.6 on page 3 of this permit. The stormwater
control has been designed to handle the runoff from 90,604 square feet of
impervious area. The basins must be operated with 30 foot vegetated filters.
3. The tract will be limited to the amount of built -upon area indicated on page 3 of�
this permit, and per approved plans.
4. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans. '
5. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
Page 2 of 7

r
State Stormwater Management Systems
Permit No. SW8 040619
6. The following design criteria have been provided in the infiltration basin and must
be maintained at design condition:
Basin #1
Basin #2
a.
Drainage Area, acres:
3.05
0.77
Onsite, ft2:
132,858
33,541
Offsite, ft2:
None
None
b.
Total Impervious Surfaces, ft2:
65,775
24,829
C.
Design Storm, inches:
1"
1"
d.
Basin Depth, feet:
3
3
e.
Bottom Elevation, FMSL:
29.0
31.0
f.
Bottom Surface Area, ft2:
960
228
g.
Bypass Weir Elevation, FMSL:
32.0
34.0
h.
Permitted Storage Volume, W:
9,526
3,444
i.
Type of Soil:
Silty Sands
Silty Sands
j.
Expected Infiltration Rate, in/hr:
8.4
15.3
k.
Seasonal High Water Table, FMSL:
27.0
30.5
I.
Time to Draw Down, hours:
14.2
11.8
M.
Receiving Stream/River Basin:
Cow Head Creek/White Oak
Cow Head Creek/White Oak
n. Stream Index Number:
19-24-2
19-24-2
o. Classification of Water Body: "SC; NSW" "SC; NSW"
II. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. 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 slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
Page 3 of 7

State Stormwater Management Systems
Permit No. SW8 040619
f. Debris removal and unclogging of bypass structure, infiltration media, flow
spreader, catch basins, piping and vegetated filter.
g. A clear access path to the bypass structure must be available at all times.
4. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
5. The facilities shall be constructed as shown on the approved plans. This permit
shall become voidable unless the facilities are constructed in accordance with
the conditions of this permit, the approved plans and specifications, and other
supporting data.
6. 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. A
modification may be required for those deviations.
7. 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.
8. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
9. 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 any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
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, lease or sale of all or part of the project
area. The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
10. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
11. 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.
12. 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.
Page 4 of 7

State Stormwater Management Systems
Permit No. SW8 040619
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a formal permit transfer request to the Division of Water Quality,
accompanied by a completed name/ownership change form, documentation
from the parties involved, and other supporting materials as may be appropriate.
The approval of this request will be considered on its merits and may or may not
be approved. The permittee is responsible for compliance with all permit
conditions until such time as the Division approves the transfer request.
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) having jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
5. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
6. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition.
7. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
8. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
9. The permittee shall notify the Division any name, ownership or mailing address
changes within 30 days.
Permit issued this the 281h day of October, 2004.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Alan W. Klimek, P irector.
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5of7

DRAWAGE AREA NO.1
= 5.05 AC
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BULLA SMITH
DESIGN ENGINEEWNG
1747 Str fl C SkM WL
OeAarm, HC IM4
T W. X=2 r7W.tt3.S252
Burger King
Camp Lajoune
IYIlt* corps Base
JadmaMlle, NC
DikIN�LY1LiIA�GnE
ARRA
Cba

Project Narrative
The Burger King Corporation in cooperation with Department of the !
Navy proposes to construct a new Burger King Restaurant on their
main Base at Camp Lejeune. The project will occupy approximately 2.5
acres and is located at the corner of McHugh Street (formerly Main
Service Road) and Gonzalez Boulevard in the French Creek Area.
The site is undeveloped and partially wooded. Adjacent to the vacant
lot is an existing Fire Station that was previously permitted under the
low density provision of the Stormwater Regulations. Because the
proposed Burger King will exceed the low density allowance,
stormwater treatment will be provided for both sites.
Erosion control measures will be installed to accommodate the
construction of the facility. Storm water will be collected via curb and
gutter and inlets and the first 1" will be directed to the proposed
retention ponds. All additional runoff will be directed around the pond
and will discharge to the neighboring woodlands.

September 10, 2004 BsdE
Ms. Rhonda Hall BULLA SMITH
DESIGN ENGINEERING
Environmental Engineer
NC Department of Environment
and Natural Resources
127 Cardinal Dr. Ext
Wilmington NC, 28405
Re: New Burger King
Camp Lejeune, NC
Project No. SW&040619
Subject: Revised Stormwater Management Permit
Dear Ms Hall:
Enclosed are two sets of revised plans, calculations and permit application
information requested in your August 26, 2004 letter. Below are responses to
your specific comments:
=.1. We have added a note to the grading plan indicating that there are no
- wetlands on -site.
2. A drainage area map has been included with this submittal.
3.._: We have revised the storm water collection system to collect as much
of the impervious drainage as possible.
4. There are no property lines on the base. The disturbed area is
indicated on the erosion control plan and the drainage area map.
5. The layout plan for the new construction has been provided for your
reference.
6. The layout plan for the new construction has been provided for your
reference.
7. Rough basin dimensions have been shown on the grading plan.
8. -As discussed earlier, the storm water discharges into the bottom of
each basin, which is already level.
9. Enclosed are seeding specifications.
10. Separate details have been provided on sheet C-9.
11. A note has been added to the grading plan indicating that all roof
drainage is to be collected in the two ponds.
If you need any additional information, or have any questions, please do not
hesitate to call.
VSincerely,
e4 e I. SmVP,
Q 704.333.3122
Q 704.333.8252
Cc: Mr: Chris Ridley — Burger King www.butiasmith.com
Mr, Alex Wood — Navy 1347 Harding Place
Ms. Doris Langley - Navy suite 201
Charlotte, NC 28204

ALSSMES o 18, 7
October 28, 2003 Three Decades ... Three Reasons
We listen. We respond. We solve.
Burger King Corporation
209 Abbotsbury Court
Waxhaw, North Carolina 28173
Attention: Mr. Chris Ridley
Reference: Double Ring Infiltrometer Testing
Burger King Restaurant
Gonzales Boulevard and McHugh Boulevard
Camp Lejeune Marine Corps Base
Jacksonville, North Carolina
Job No. 1063-03-861
Dear Mr. Ridley:
As requested, S&ME personnel have recently conducted two double -ring
infiltrometer tests of the surficial soils at the subject site at the approximate locations shown in
Figure 1. Specifically, our representatives performed the following work items on October 23,
2003:
1. Advanced hand-augered borings near the infiltrometer test
locations in order to visually classify the in -place soils. A
Munsell Soil Color Chart was used to define the hue and chroma
of the recovered soil samples.
2. Conducted two double -ring infiltrometer tests at a depth of 3 feet
below the existing ground surface. This testing was conducted in
general accordance with American Society for Testing and
Materials (ASTM) procedure D-3385 entitled, "Infiltration Rate
of Soils in Field Using Double -Ring Infiltrometer".
Based on our field classifications of the excavated soils at the hand-augered boring
location, the in -place soils at Location 1 generally consisted of cemented slightly silty sands within
the upper tlu-ee feet, which were underlain by silty sands that extended to the completed boring
depth of 11 feet. The in -place soils at Location 2 generally consisted of slightly silty sands within
the upper two feet, which were underlain by silty sands that extended to the completed boring depth
of approximately 4% feet. Detailed descriptions of the subsurface soils encountered at the boring
locations are presented in Table 1.
SWE, Inc. [phone]
6409 Amsterdam Way, Suilding B-3 [phone] fax
Wilmington, North Carolina 28405

Burger King Corporation October 28, 2003
S&ME Job Number 1063-03-861 Page Two
No water was encountered to the depth investigated at Location 1; however, water
was encountered at a depth of 4.67 feet below the existing ground surface at Location 2. The site
water level will fluctuate with changes in climatic and seasonal conditions and may be higher or
lower at other times of the year. The U.S. Department of Agriculture's publication entitled, "Soil
Survey of Onslow County, North Carolina," indicates that the depth to the seasonal high water table
ranges from about four to five feet below the existing ground surface. We expect that the presence
of cemented sands within the upper three feet will cause a perched water condition to occur after
periods of heavy or extended rainfall due to the low permeability of the cemented sands.
The average infiltration rate at Location I was approximately 8.4 inches per hour. At
Location 2, the average infiltration rate was approximately 15.3 inches per hour. A summary of the
field test results is presented in Tables 2 and 3.
S&ME appreciates the opportunity to provide our services during this phase of the
project. Should you have any questions after reviewing this letter, or if we can be of additional
assistance, please do not hesitate to contact us at your convenience.
Very truly yours,
S&ME, INC.
�
C....
C. Richard Connell, II
Senior Engineering Technician
Randy Martin, P.E.
Branch Manager
CRC:RGMIjns
Attachments

TABLE 1
Munsell Color Determinations
Burger King Restaurant
Gonzales Boulevard and McHugh Boulevard
Camp Lejeune Marine Corps Base
Jacksonville, North Carolina
Job No. 1063-03-861
Location Pe
Hue
I 0-I8"
2.5 Y
18"-22"
2.5 Y
22"-30"
2.5 Y
30"-66"
2.5 Y
66"-96"
2.5 Y
96"-126"
2.5 Y
126"-132"
2.5 Y
Value/Chroma Soil Description
4/2 Dark Grayish Brown Fine SAND - Trace of Silt (Cemented)
5/3 Light Olive Brown Fine SAND - Trace of Silt (Cemented)
6/3 Light Yellowish Brown Fine SAND - Trace of Silt (Cementec
5/4 Light Olive Brown Fine SAND - Some Silt
7/4 Pale Yellow Fine SAND - Some Silt
6/3 Light Yellowish Brown Fine SAND - Some Silt
5/2 Grayish Brown Fine SAND - Some Silt
No water was encountered to depth investigated.
Location Depth
Hue
Value/Chroma
Soil Description
2 0-14"
2.5 Y
5/1
Gray Fine SAND - Trace of Silt
14"-24"
2.5 Y
7/1
Light Gray Fine SAND - Trace of Silt
24"-53"
2.5 Y
6/4
Light Yellowish Brown Fine SAND - Some Silt
Water was encountered at a depth of 4.67 feet below the existing ground surface.

TABLE 2
Double Ring Infiltrometer Testing
Burger King Restaurant
Gonzales Boulevard and McHugh Boulevard
Camp Lejeune Marine Corps Base
Jacksonville, North Carolina
Job No. 1063-03-861
Location: 1
Date of Test: October 23, 2003
Depth of Test Below Site Grade: 3.0 feet
Depth of Water in Rings: 5'/4 inches
Inner Diameter of Inner Ring: 113/4 inches
Inner Diameter of Outer Ring: 22'/z inches
Depth to Groundwater: No groundwater was encountered to depth investigated.
Average Infiltration Rate: 8.4 inches per hour
Depth
Hue
Value/Chroma
0-18"
2.5 Y
4/2
18"-22"
2.5 Y
5/3
22"-30"
2.5 Y
6/3
30"-66"
2.5 Y
5/4
66"-96"
2.5 Y
7/4
96"-126"
2.5 Y
6/3
126"-132"
2.5 Y
5/2
SOIL PROFILE
Soil Description
Dark Grayish Brown Fine SAND - Trace of Silt (Cemented)
Light Olive Brown Fine SAND - Trace of Silt (Cemented)
Light Yellowish Brown Fine SAND - Trace of Silt (Cemented)
Light Olive Brown Fine SAND - Some Silt
Pale Yellow Fine SAND - Some Silt
Light Yellowish Brown Fine SAND - Some Silt
Grayish Brown Fine SAND - Some Silt

TABLE 3
Double Ring Infiltrometer Testing
Burger King Restaurant
Gonzales Boulevard and McHugh Boulevard
Camp Lejeune Marine Corps Base
Jacksonville, North Carolina
Job No. 1063-03-861
Location: 2
Date of Test: October 22, 2003
Depth of Test Below Site Grade: 3.0 feet
Depth of Water in Rings: 53/4 inches
Inner Diameter of Inner Ring: 113/4 inches
Inner Diameter of Outer Ring: 22%x inches
Depth to Groundwater: Water was encountered at a depth of 4.67 feet below the existing ground
surface.
Average Infiltration Rate: 15.3 inches per hour
SOIL PROFILE
Depth
Hue
Value/Chroma
Soil Description
0-14"
2.5 Y
5/1
Gray Fine SAND - Trace of Silt
14"-24"
2.5 Y
7/1
Light Gray Fine SAND - Trace of Silt
24"-53"
2.5 Y
6/4
Light Yellowish Brown Fine SAND - Some Silt

0
NOTE: Infiltration test locations chosen by Bulla Smith Design Engineering personnel.
LEGEND
A Approximate Location of Double Ming Infiltrometer Testing
1
Not to Scale ME PROPOSED BURGER KING MURENO
Y' CRC CAMP LEJEUNE MARINE CORPS BASE
JACKSONVILLE, NC 1
EWRONNIM41ENCES JOB Na
10-24-03 ENGINEERING •TESTING 1063-03-861

CDR Pina, USN
1005 Michael Road
Camp Lejeune, NC 28547-2521
Subject:
Dear CDR Pina, USN:
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. 10irnek, P.E. Director
Division of Water Quality
August 26, 2004
REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No, SW8 040619
Burger King Restaurant
Onslow County
The Wilmington Regional Office received a Stormwater Management Permit Application for Burger
King Restuarnt on June 1-4, 2004. A preliminary review of that information has determined that the application
is not complete. The following information is needed to continue the stormwater review:
Please either delineate all wetlands on site, disturbed or undisturbed, or note on the plans that
none exist:.
2. Please highlight a plan sheet with the basin drainage areas.
3. All runoff from the proposed built upon area must drain into the permitted State stormwater
system. Please divert all runoff from the entrance drives, parking lots, sidewalks, etc. to the
permitted system. In addition, please amend the narrative, application, hydraulic calculations,
and the supplement to reflect these changes.
4. Please provide dimensioned property/project boundary.
5. Please provide a dimensioned building footprint, including the driveway, walks, covered areas,
patios, decks, etc.
6. PIease provide the typical dimensions of each parking space
7. Please dimension the proposed infiltration basins.
8. Please provide level spreader mechanisms within the basins. Having the flow come into the
basin at a single location is not acceptable.
9. Please provide specifications for the grass that will line the basins.
10. Please provide separate details for curb inlet No. 2 and catch basin No. 1.
11 Please provide a note on the plans that all roof drainage must be directed so as to be picked up by
the basins.
North Carolina Division of Water Quality ' 127 Cardinal Drive Extension Phone [phone] Customer Service 1-877-623-6748 One
Wilmington Regional Office Wilmington, NC 28405-3845 FAX [phone] Internet: h2o.enrstate.nc.us NorthCarolina
An Equal Opportunity/Affirmative Action Employer - 50% Recycledl10% Post Consumer Paper Naturally

CDR Pina, USN
Page 2
August 26, 2004
Please note that this request for additional information is in response to a preliminary review
The requested information should be received by this Office prior to September 10, 2004, or the
application will be returned as incomplete. The return of a project will necessitate resubmittal of all
required items, including the application fee.
If you need additional time to submit the information, please mail or fax your request for a
time extension to'the Division at the address and fax number at the bottom of this letter. The request
must indicate the.date by which you expect to submit the required information. The Division is
allowed 90 days from the receipt of a completed application to issue the permit.
The construction of any impervious surfaces, other than a construction entrance under an
approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject to
enforcement action pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any original
documents that need to be revised have been sent to the engineer or agent. All original documents
must be retuned or new originals must be provided. Copies are not acceptable. If you have any
questions concerning this matter please feel free to call me at [phone].
Sincerely,
Rhonda Hall
Environmental Engineer
RSS/:rbh S:IWQSISTORMWATIADDINFO120041040619.aug04
cc: all
Jeffrey I. Smith, PE, Bulla Smith Design Engineering

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http://gis.enr.state.nc,us/topoviewer/quadmap.jsp 8/25/2004

WHITE OAK RIVER BASIN
Name of Stream Subbasin Stream Index Number Map Number Class
East Prong Sanders Cr.
WOK03
20-36-6-1
I31NW1
SA;HQW
Eastman Creek
WOK03
21-24-1
H32SW5
SA;HQW
Eastmouth Bay
WOK04
21-35-1-12-3.5
I32NE6
SA;HQW
Edwards Creek
WOK02
19-13
I29NW2
SC;HQW,NSW
Ellis Cove
WOK02
19-33
I29SW3
SA;HQW
Everett Creek
WOK02
19-32
I29SW5
SA;HQW
Fannie Creek
WOK02
19-34
I29SWG
SA;HQW
Parnell Bay
WOK02
19-22
I29NE4
SC;NSW
Feltons Creek
WOK04
21-35-1-1
H32SWG
SA;HQW
Fishing Creek
WOK03
20-36-15-1
I32NW5
SA;HQW
Fork Branch
WOKO1
20-5
H29NE5
C
Fork Creek
WOK04
21-35-7-13-2
H33SW5
SA;ORW
Fort Macon Creek
WOK03
20-36-16
I32NW5
SA;HQW
Fortin Bay
WOK05
21-35-7-17
H33SW9
SA;HQW
Foster Creek
WOK01
20-35
I30NW6
Sc
Freeman Creek
WOK02
19-41-5
I29SE3
SA;HQW
Freemans Creek
WOK01
20-16
H30SW8
C
Frenchs Creek
WOK02
19-24
I29SE2
SC;NSW
Fulcher Creek
WOK04
21-35-1-6
H32SE7
SA;HQW
Fulchers Creek
WOK04
21-35-7-12
H33SW3
SA;ORW
Fullard Creek (Salt Branch)
WOK02
19-39-4-1
I29SW9
SA;HQW
Gable Creek
WOK03
21-28
132NW3
SA;HQW
Gales Creek
WOK03
20-36-8
131NW3
SA;HQW
Ghouls Fork
WOK03
21-16-1-1
H31SE5
C
Gibbs Creek
WOK04
21-35-1-10
I32NW3
SA;HQW
Gibson Branch
WOK01
20-6.5
H29NE9
C
Gillets Creek
WOK02
19-41-4
129SE3
SA;HQW
Gilliklin Creek
WOK04
21-35-1-7-1
E32SEB
SA;HQW
Glover Creek
WOK04
21-35-7-3-1
H33NE7
SA;HQW
Godfry Branch
WOK01
20-24
I30NE1
SA;HQW
Goose Bay
WOK02
19-39-2
129SWB
SA;ORW
Goose Bay
WOK04
21-35-1-9
I32NE2
SA;HQW
Goose Creek
WOK02
19-28
I29SE1
SC;HQW
Goose Creek
WOK01
19-41-14
130NWB
SA;HQW
Goose Creek
WOK01
20-36-4
I30NE6
SA;HQW
Goose Creek
WOK03
20-36-4
I30NEG
SA;HQW
Grants Creek
WOK01
20-14-1
1430SW7
C
Gravelly Branch
WOK01
20-11
H30SW2
C
Great Branch (Grape Branch)
WOK01
20-4
H29NE4
C
Great Creek
WOK04
21-35-7-22-4
H33SW7
SA;ORW
Great Island Bay
WOK05
21-35-7-19
H33SWB
SA;ORW
Great Island Creek
WOK05
21-35-7-16
H33SW9
SA;HQW
Great Marsh Creek
WOK04
21-35-7-26
I32NE3
SA;ORW
Gutter Creek
WOK05
21-35-7-7
H33SE4
SA;HQW
Hadnot Creek
WOK01
20-23
H30SE7
SA;HQW
Half Moon Creek
WOK02
19-6
H29SW2
C;NSW
Halls Branch {Cummins Creek)
WOKO1
20-14-1-1
H30SW4
C
Halls Creek
WOK01
19-41-16-3
I30NW6
SA;HQW
Hampton Bay
WOK01
20-27
I30NE1
SA;HQW
Hannah Branch
WOK03
20-36-7-1-1
131NW1
SA;HQW
Harbor Channel
WOK03
20-36-14
132NW1
SC
Hargetts Creek
WOK01
20-25
I30NW3
C
Harlowe Canal
NEU10
21-22-1
H31SE3
SA;HQW
Harlowe Canal
WOK03
21-22-1
H31SE3
SA;HQW
Page 3 of 8

WHITE OAK RIVER BASIN
Name of Stream
Subbasin Stream Index Number Map Number Class
Browns Inlet
WOK01
19-41-7
I30SW1
SA;HQW
Browns Swamp
WOK02
19-41-5-1
I29SE3
SA;HQW
Bumps Creek
WOK02
19-39-4-1-3
I29SE7
SA;HQW
Burnt House Branch
WOK02
19-10-2
H29SW9
SC;NSW
Cabs Creek
WOK05
21-35-3
I32NE4
SA;ORW
Caggs Creek
WOK05
21-35-7-34-1
I33NW4
SA;ORW
Caleb Branch (City Weeks Branch)
WOK01
20-23-3
H30SE7
SA;HQW
Calebs Creek
WOK01
20-15
H30SWS
C
Cales Creek
WOK01
20-22
H30SE7
SA;HQW
Calico Creek
WOK03
21-32
I32NW1
SC;HQW
Cartwheel Branch
WOK01
20-26-1
I30NW3
SA;HQW
Catfish Lake
WOK01
20-9-1
H30NE4
C
Catherine Lake
WOK02
19-17-1-1
H28SES
B;NSW
Catherine Lake Creek
WOK02
19-17-1
H28SES
C;NSW
Cedar Creek
WOK04
21-35-7-3-3-1
H33SW3
SA;HQW
Cedar Inlet
WOK05
21-35-7-8
H33SE4
SA;ORW
Cedar Swamp Creek
WOK03
21-7
H31SW9
C
Chadwick Bay
WOK02
19-39-4
I29SE7
SA;HQW
Chainey Creek
WOK02
19-10
H29SW8
SC;NSW
Charles Creek
WOK02
19-39-4-1-2
I29SW6
SA;HQW
Chinkapin Branch
WOK01
20-3-2
H29NE7
C
Clay Bank Branch
WOK02
19-41-5-2
I29SE3
SA;HQW
Codds Creek
WOK05
21-35-7-33
I33NW4
SA;ORW
Cogdels Creek (Coglin Creek)
WOK02
19-23
I29NE7
SC;NSW
Core Creek (Intracoastal Waterway Adams Creek
NEU10
21-24
H32SWB
SA;HQW
Canal)
Core Creek (Intracoastal Waterway Adams Creek
WOK03
21-24
H32SWB
SA;HQW
Canal)
Core Sound
WOK04
21-35-7
H33NE8
SA;ORW
Core Sound
WOK05
21-35-7
H33NE8
SA;ORW
Courthouse Bay
WOK02
19-36
I29SE1
SA;HQW
Cow Channel
WOK01
19-41-15
I30NW9
SA;ORW
Cowford Branch
WOK02
19-2
H28NE4
C;NSW
Cowhead Creek
WOK02
19-24-2
I29NEB
SC;NSW
Cowhorn Swamp
WOK02
19-4
H29NW7
C;NSW
Crab Point Bay
WOK03
21-30
132NW1
SA;HQW
Crabbing Creek
WOK04
21-35-1-3
H32SW6
SA;HQW
Cypress Drain
WOK03
21-2-2
H31SW5
C
Davis Bay (Cheney Bay)
WOK04
21-35-1-11
I32NE1
SA;HQW
Deep Creek
WOK03
21-11
H31SE4
C
Deep Creek
WOK04
21-35-1-2
H32SE4
SA;HQW
Deep Gully Creek (Elizabeth Lake)
WOK02
19-9-1
H29SW9
SC;NSW
Deep Run
WOK02
19-17-2
I2BNE2
C;NSW
Deer Creek
WOK03
20-36-1
I30NE5
SA;ORW
Deer Pond
WOK05
21-35-7-27
133NW2
SA;ORW
Dennis Creek (Demkis Creek)
WOK01
20-34
130NW6
SC
Dicks Creek
WOK01
19-41-16-5
I30NW9
SA;HQW
Ditch Cove
WOK04
21-35-7-22-2
H33SW4
SA;ORW
Dubling Creek
WOK01
20-30
I3ONE4
SA;HQW
Duck Creek
WOK02
19-25
I29SE1
SC;NSW
East Prong Broad Creek
WOK03
20-36-7-2
I31NW2
SA;HQW
East Prong Gales Creek
WOK03
20-36-8-1
I31NW3
SA;HQW
East Prong Jasons Branch
WOK03
21-3-5-1
H31SW8
C
Page 2 of 8

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SECTION 02100 - EROSION CONTROL
PART 1 - GENERAL
1.1 SUMMARY
A. This Section includes the following:
Temporary Sediment and Erosion Control measures to be provided by the
Contractor throughout the construction period such that siltation onto adjacent
properties or on -site waterways does not occur. The control measures shall
begin prior to land disturbing activities and shall continue through construction
period with all necessary maintenance until the disturbed land is permanently
stabilized. All temporary erosion control measures shall be removed at the
conclusion of the project.
Contractor shall provide ground cover for all disturbed areas within 30 days after
completion of construction within areas not otherwise used for storage of
materials or construction of the project.
Control measures shall be provided as indicated on drawings and specified
herein. Contractor shall maintain and/or replace erosion control measures
throughout the duration of the project as may be required due to accumulation of
sediment or deterioration of control devices.
Other methods of protection structures and facilities may be used at the option of
the Contractor and subject to the approval of the Contracting Officer.
Additional measures may become necessary upon field inspection from the North
Carolina Department of Environment and Natural Resources, Division of
Environmental Management, Land Quality Section or other authorities having
jurisdiction over the project.
Protection of the existing structures and facilities from sedimentation shall be the
responsibility of the Contractor. Items to be protected include sidewalks, drives,
catch basins, drainage ditches, natural waterways, roads and lawns. Contractor
shall not block storm drainage structures and shall provide adequate drainage in
the event that heavy rains occur.
All construction shall be routed to access points, which shall be graveled to
prevent tracking of mud onto adjacent roadways. This may require periodic top
dressing with additional stone. When'mud is tracked onto adjacent roadways, it
shall be removed immediately.
B. Related Sections include the following:
1. Division 2 Section "Site Clearing" for topsoil stripping and stockpiling.
2. Division 2 Section "Earthwork" for excavation, filling and backfilling, and rough
grading.
3. Division 2 Section "Lawns and Grasses" for permanent seeding.
1.2 SUBMITTALS
A. Product Data: For sediment fencing.
EROSION CONTROL
Burger King
02100 -1

� Al
B. Certification of Grass Seed: From seed vendor for each grass -seed monostand or
mixture stating the botanical and common name and percentage by weight of each
.species and variety, and percentage of purity, germination, and weed seed. Include
the year of production and date of packaging.
1.3 DELIVERY, STORAGE, AND HANDLING
A. Seed: Deliver seed in original sealed, labeled, and undamaged containers.
PART 2 - PRODUCTS
2.1 SEED
A. Grass Seed: Fresh, clean, dry, new -crop seed complying with AOSA's "Journal of
Seed Technology; Rules for Testing Seeds" for purity and germination tolerances.
B. Seed Species: State -certified seed of grass species, as follows-
1 . Permanent — Fescue, Kentucky Bluegrass
2. Temporary -- Ryegrain
C. Refer to Section 02920 "Lawns and Grasses" for fertilizer and other soil enhancement
materials and application rates
2.2 MULCHES
A. Straw Mulch: Provide air-dry, clean, mildew- and seed -free, salt hay or threshed straw
of wheat, rye, oats, or barley.
B. Fiber Mulch: Biodegradable, dyed -wood, cellulose -fiber mulch; nontoxic; free of plant -
growth or germination inhibitors; with maximum moisture content of 15 percent and a
pH range of 4.5 to 6.5.
C. Nonasphaltic Tackifier: Colloidal tackifier recommended by fiber -mulch manufacturer
for slurry application, nontoxic and free of plant -growth or germination inhibitors.
D. Asphalt Emulsion: ASTM D 977, Grade SS-1, nontoxic and free of plant -growth or
germination inhibitors.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Install all temporary erosion control measures prior to any land disturbing activities.
EROSION CONTROL 02100 -2
Burger King

3.2 PREPARATION
A. Protect structures, utilities, sidewalks, pavements, and other facilities, trees, shrubs,
and plantings from damage caused by construction operations.
B. Provide erosion -control measures to prevent erosion or displacement of soils and
discharge of soil -bearing water runoff or airborne dust to adjacent properties and
walkways.
3.3 SEEDING
A. Sow seed with spreader or seeding machine. Do not broadcast or drop seed when
wind velocity exceeds 5 mph, Evenly distribute seed by sowing equal quantities in two
directions at right angles to each other.
1. Do not use wet seed or seed that is moldy or otherwise damaged.
B. Sow seed at a rate of 120 lb/acre.
C. Rake seed lightly into top 1/8 inch of topsoil, roll lightly, and water with fine spray.
D. Protect seeded areas with slopes not exceeding 1:6 by spreading straw mulch. Spread
uniformly at a minimum rate of 2 tons/acre to form a continuous blanket 1-1/2 inches in
loose depth over seeded areas. Spread by hand, blower, or other suitable equipment.
1. Anchor straw mulch by crimping into topsoil with suitable mechanical equipment.
OR
2. Bond straw mulch by spraying with asphalt emulsion at the rate of 10 to 13
gal./1000 sq. ft.. Take precautions to prevent damage or staining of structures or
other plantings adjacent to mulched areas. Immediately clean damaged or
stained areas.
3.4 HYDROSEEDING
A. Hydroseeding: Mix specified seed, fertilizer, and fiber mulch in water, using equipment
specifically designed for hydroseed application. Continue mixing until uniformly
blended into homogeneous slurry suitable for hydraulic application.
1. Mix slurry with nonasphaltic or asphalt -emulsion tackifier.
2. Apply slurry uniformly to all areas to be seeded in a one-step process. Apply
mulch at a minimum rate of 1500-lb/acre dry weight but not less than the rate
required to obtain specified seed -sowing rate.
3.5 SATISFACTORY LAWNS
A. Satisfactory Seeded Lawn: At end of maintenance period, a healthy, uniform, close
stand of grass has been established, free of weeds and surface irregularities, with
coverage exceeding 90 percent over any 10 sq. ft. (0.92 sq. m) and bare spots not
exceeding 5 by 5 inches.
EROSION CONTROL
Burger King
02100 -3

B. Remove erosion -control measures after grass establishment period.
END OF SECTION 02100
EROSION CONTROL
Burger King
02100 -4

n
w
SECTION 02100 - EROSION CONTROL
PART 1 - GENERAL
1.1 SUMMARY
A. This Section includes the following:
Temporary Sediment and Erosion Control measures to be provided by the
Contractor throughout the construction period such that siltation onto adjacent
properties or on -site waterways does not occur. The control measures shall
begin prior to land disturbing activities and shall continue through construction
period with all necessary maintenance until the disturbed land is permanently
stabilized. All temporary erosion control measures shall be removed at the
conclusion of the project.
Contractor shall provide ground cover for all disturbed areas within 30 days after
completion of construction within areas not otherwise used for storage of
materials or construction of the project.
Control measures shall be provided as indicated on drawings and specified
herein. Contractor shall maintain and/or replace erosion control measures
throughout the duration of the project as may be required due to accumulation of
sediment or deterioration of control devices.
Other methods of protection structures and facilities may be used at the option of
the Contractor and subject to the approval of the Contracting Officer.
Additional measures may, become necessary upon field inspection from the North
Carolina Department of Environment and Natural Resources, Division of
Environmental Management, Land Quality Section or other authorities having
jurisdiction over the project.
Protection of the existing structures and facilities from sedimentation shall be the
responsibility of the Contractor. Items to be protected include sidewalks, drives,
catch basins; drainage ditches, natural waterways, roads and lawns. Contractor
shall not block storm drainage structures and shall provide adequate drainage in
the event that heavy rains occur.
All construction shall be, routed to access points, which shall be graveled to
prevent tracking of mud onto adjacent roadways. This may require periodic top
dressing with additional stone. When mud is tracked onto adjacent roadways, it
shall be removed immediately.
B. Related Sections include the following-
1 . Division 2 Section "Site Clearing" for topsoil stripping and stockpiling.
2. Division 2 Section "Earthwork" for excavation, filling and backfilling, and rough
grading.
3. Division 2 Section "Lawns and Grasses" for permanent seeding.
1.2 SUBMITTALS
A. Product Data: For sediment fencing.
EROSION CONTROL
Burger King
02100 -1

B. Certification of Grass Seed: From seed vendor for each grass -seed monostand or
mixture stating the botanical and common name and percentage by weight of each
species and variety, and percentage of purity, germination, and weed seed. Include
the year of production and date of packaging.
1.3 DELIVERY, STORAGE, AND HANDLING
A. Seed: Deliver seed in original sealed, labeled, and undamaged containers.
PART 2 - PRODUCTS
2.1 SEED
A. Grass Seed: Fresh, clean, dry, new -crop seed complying with AOSA's "Journal of
Seed Technology; Rules for Testing Seeds" for purity and germination tolerances.
B. Seed Species: State -certified seed of grass species, as follows:
1. Permanent — Fescue, Kentucky Bluegrass
2. Temporary — Ryegrain
C. Refer to Section 02920 "Lawns and Grasses" for fertilizer and other soil enhancement
materials and application rates
2.2 MULCHES
A. Straw Mulch: Provide air-dry, clean, mildew- and seed -free, salt hay or threshed straw
of wheat, rye, oats, or barley.
B. Fiber Mulch: Biodegradable, dyed -wood, cellulose -fiber mulch; nontoxic; free of plant -
growth or germination inhibitors; with maximum moisture content of 15 percent and a
pH range of 4.5 to 6.5.
C. Nonasphaltic Tackifier: Colloidal tackifier recommended by fiber -mulch manufacturer
for slurry application; nontoxic and free of plant -growth or germination inhibitors.
D. Asphalt Emulsion: ASTM D 977, Grade SS-1, nontoxic and free of plant -growth or
germination inhibitors.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Install all temporary erosion control measures prior to any land disturbing activities.
EROSION CONTROL 02100 -2
Burger King

3.2 PREPARATION
A. Protect structures, utilities, sidewalks, pavements, and other facilities, trees, shrubs,
and plantings from damage caused by construction operations.
B. Provide erosion -control measures to prevent erosion or displacement of soils and
discharge of soil -bearing water runoff or airborne dust to adjacent properties and
walkways.
3.3 SEEDING
A. Sow seed with spreader or seeding machine. Do not broadcast or drop seed when
wind velocity exceeds 5 mph, Evenly distribute seed by sowing equal quantities in two
directions at right angles to each other.
1. Do not use wet seed or seed that is moldy or otherwise damaged.
B. Sow seed at a rate of 120 lb/acre.
C. Rake seed lightly into top 118 inch of topsoil, roll lightly, and water with fine spray.
D. Protect seeded areas with slopes not exceeding 1:6 by spreading straw mulch. Spread
uniformly at a minimum rate of 2 tons/acre to form a continuous blanket 1-112 inches in
loose depth over seeded areas. Spread by hand, blower, or other suitable equipment.
1. Anchor straw mulch by crimping into topsoil with suitable mechanical equipment.
OR
2. Bond straw mulch by spraying with asphalt emulsion at the rate of 10 to 13
gal.11000 sq. ft.. Take precautions to prevent damage or staining of structures or
other plantings adjacent to mulched areas. Immediately clean damaged or
stained areas.
3.4 HYDROSEEDING
A. Hydroseeding: Mix specified seed, fertilizer, and fiber mulch in water, using equipment
specifically designed for hydroseed application. Continue mixing until uniformly
blended into homogeneous slurry suitable for hydraulic application.
1. Mix slurry with nonasphaltic or asphalt -emulsion tackifier.
2. Apply slurry uniformly to all areas to be seeded in a one-step process. Apply
mulch at a minimum rate of 1500-Iblacre dry weight but not less than the rate
required to obtain specified seed -sowing rate. -
3.5 SATISFACTORY LAWNS
A. Satisfactory Seeded Lawn: At end of maintenance period, a healthy, uniform, close
stand of grass has been established, free of weeds and surface irregularities, with
coverage exceeding 90 percent over any 10 sq. ft. (0.92 sq. m) and bare spots not
exceeding 5 by 5 inches.
EROSION CONTROL 02100 -3
Burger King

Remove erosion -control measures after grass establishment period.
END OF SECTION 02100
EROSION CONTROL 02100 -4
Burger King

SECTION 02920 - LAWNS AND GRASSES
PART 1 -GENERAL
1.1 SUMMARY
A. This Section includes the following:
1. Seeding.
B. Related Sections include the following:
1. Division 2 Section "Site Clearing" for topsoil stripping and stockpiling.
2. Division 2 Section "Earthwork" for excavation, filling and backfilling, and rough
grading.
1.2 DEFINITIONS
A. Finish Grade: Elevation of finished surface of planting soil.
B. Manufactured Soil: Soil produced off -site by homogeneously blending mineral soils or
sand with stabilized organic soil amendments to produce topsoil or planting soil.
C. Planting Soil: Native or imported topsoil, manufactured topsoil, or surface soil modified
to become topsoil; mixed with soil amendments.
D. Subgrade: Surface or elevation of subsoil remaining after completing excavation, or
top surface of a fill or backfill immediately beneath planting soil.
1.3 SUBMITTALS
A. Product Data: For each type of product indicated.
B. Certification of Grass Seed: From seed vendor for each grass -seed monostand or
mixture stating the botanical and common name and percentage by weight of each
species and variety, and percentage of purity, germination, and weed seed. Include
the year of production and date of packaging.
1.4 DELIVERY, STORAGE, AND HANDLING
A. Seed: Deliver seed in original sealed, labeled, and undamaged containers.
LAWNS AND GRASSES
Burger King
02920 -1

1.5 SCHEDULING
A. Planting Restrictions: Plant during one of the following periods. Coordinate planting
periods with maintenance periods to provide required maintenance from date of
Substantial Completion.
1. Permanent Planting: March 1 — October 30
2. Temporary Planting: November 1 — February 28.
3. Provide temporary seeding during winter months and re -seed with permanent the
following spring. See section 2 for temporary and permanent seed type.
B. Weather Limitations: Proceed with planting only when existing and forecasted weather
conditions permit.
1.6 LAWN MAINTENANCE
A. Begin maintenance immediately after each area is planted and continue until
acceptable lawn is established, but for not less than the following periods:
1. Seeded Lawns: 60 days from date of Substantial Completion.
a. When full maintenance period has not elapsed before end of planting
season, or if lawn is not fully established, continue maintenance during
next planting season.
B. Maintain and establish lawn by watering, fertilizing, weeding, mowing, trimming,
replanting, and other operations. Roll, regrade, and replant bare or eroded areas and
remulch to produce a uniformly smooth lawn.
In areas where mulch has been disturbed by wind or maintenance operations,
add new mulch. Anchor as required to prevent displacement.
C. Watering: Provide and maintain temporary piping, hoses, and lawn -watering
equipment to convey water from sources and to keep lawn uniformly moist to a depth
of 4 inches.
1. Schedule watering to prevent wilting, puddling, erosion, and displacement of
seed or mulch. Lay out temporary watering system to avoid walking over muddy
or newly planted areas.
2. Water lawn at a minimum rate of 1 inch per week.
D. Mow lawn as soon as top growth is tall enough to cut. Repeat mowing to maintain
specified height without cutting more than 40 percent of grass height. Remove no
more than 40 percent of grass -leaf growth in initial or subsequent mowings. Do not
delay mowing until grass blades bend over and become matted. Do not mow when
grass is wet. Schedule initial and subsequent mowings to maintain the following grass
height:
E. Lawn Postfertilization: Apply fertilizer after initial mowing and when grass is dry.
1. Use fertilizer that will provide actual nitrogen of at least 1 Ib11000 sq. ft. to lawn
area.
LAWNS AND GRASSES 02920 -2
Burger King

r
PART 2 - PRODUCTS
2.1 SEED
A. Grass Seed: Fresh, clean, dry, new -crop seed complying with AOSA's "Journal of
Seed Technology; Rules for Testing Seeds" for purity and germination tolerances.
B. Seed Species: State -certified seed of grass species, as follows:
1. Permanent — Fescue, Kentucky Bluegrass
2. Temporary — Ryegrain
2.2 TOPSOIL
A. Topsoil: ASTM D 5268, pH range of 5.5 to 7, a minimum of 4 percent organic material
content; free of stones 1 inch (25 mm) or larger in any dimension and other extraneous
materials harmful to plant growth.
1. Topsoil Source: Reuse surface soil stockpiled on -site. Verify suitability of
stockpiled surface soil to produce topsoil. Clean surface soil of roots, plants,
sod, stones, clay lumps, and other extraneous materials harmful to plant growth.
a. Supplement with imported or manufactured topsoil from off -site sources
when quantities are insufficient. Obtain topsoil displaced from naturally
well -drained construction or mining sites where topsoil occurs at least 4
inches (100 mm) deep; do not obtain from bogs or marshes.
2.3 INORGANIC SOIL AMENDMENTS
A. Lime: ASTM C 602, agricultural limestone containing a minimum 80 percent calcium
carbonate equivalent and as follows:
1. Class: Class T, with a minimum 99 percent passing through No. 8 (2.36-mm)
sieve and a minimum 75 percent passing through No. 60 (0.25-mm) sieve.
B. Sulfur: Granular, biodegradable, containing a minimum of 90 percent sulfur, with a
minimum 99 percent passing through No. 6 sieve and a maximum 10 percent passing.
through No. 40 sieve.
C. Agricultural Gypsum: Finely ground, containing a minimum of 90 percent calcium
sulfate.
D. Sand: Clean, washed, natural or manufactured, free of toxic materials.
2.4 ORGANIC SOIL AMENDMENTS
A. Manure: Well -rotted, unleached, stable or cattle manure containing not more than 25
percent by volume of straw, sawdust, or other bedding materials; free of, toxic
substances, stones, sticks, soil, weed seed, and material harmful to plant growth.
LAWNS AND GRASSES
Burger King
02920 -3

2.5 ' PLANTING ACCESSORIES
A. Selective Herbicides: EPA registered and approved, of type recommended by
manufacturer for application.
2.6 FERTILIZER
A. Bonemeal: Commercial, raw or steamed, finely ground; a minimum of 4 percent
nitrogen and 20 percent phosphoric acid.
B. Superphosphate: Commercial, phosphate mixture, soluble; a minimum of 20 percent
available phosphoric acid.
C. Commercial Fertilizer: Commercial -grade complete fertilizer of neutral character,
consisting of fast- and slow -release nitrogen, 50 percent derived from natural organic
sources of urea formaldehyde, phosphorous, and potassium in the following
composition:
1. Composition: 1 Ib11000 sq. ft. of actual nitrogen, 4 percent phosphorous, and 2
percent potassium, by weight.
2.7 MULCHES
A. Straw Mulch: Provide air-dry, clean, mildew- and seed -free, salt hay or threshed straw
of wheat, rye, oats, or barley.
B. Fiber Mulch: Biodegradable, dyed -wood, cellulose -fiber mulch; nontoxic; free of plant -
growth or germination inhibitors; with maximum moisture content of 15 percent and a
pH range of 4.5 to 6.5.
C. Nonasphaltic Tackifier: Colloidal tackifier recommended by fiber -mulch manufacturer
for slurry application; nontoxic and free of plant -growth or germination inhibitors.
D. Asphalt Emulsion: ASTM D 977, Grade SS-1; nontoxic and free of plant -growth or
germination inhibitors.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine areas to receive lawns and grass for compliance with requirements and other
conditions affecting performance. Proceed with installation only after unsatisfactory
conditions have been corrected.
LAWNS AND GRASSES
Burger King
02920 -4

3.2 PREPARATION
A. Protect structures, utilities, sidewalks, pavements, and other facilities, trees, shrubs,
and plantings from damage caused by planting operations.
B. Provide erosion -control measures to prevent erosion or displacement of soils and
discharge of soil -bearing water runoff or airborne dust to adjacent properties and
walkways.
3.3 LAWN PREPARATION
A. Newly Graded Subgrades: Loosen subgrade to a minimum depth of 4 inches.
Remove stones larger than 1 inch in any dimension and sticks, roots, rubbish, and
other extraneous matter and legally dispose of them off Government's property.
B. Finish Grading: Grade planting areas to a smooth, uniform surface plane with loose,
uniformly fine texture. Grade to within plus or minus 1/2 inch of finish elevation. Roll
and rake, remove ridges, and fill depressions to meet finish grades. Limit fine grading
to areas that can be planted in the immediate future.
C. Moisten prepared lawn areas before planting if soil is dry. Water thoroughly and allow
surface to dry before planting. Do not create muddy soil.
D. Restore areas if eroded or otherwise disturbed after finish grading and before planting.
3.4 SEEDING
A. Sow seed with spreader or seeding machine. Do not broadcast or drop seed when
wind velocity exceeds 5 mph. Evenly distribute seed by sowing equal quantities in two
directions at right angles to each other.
1. Do not use wet seed or seed that is moldy or otherwise damaged.
B. Sow seed at the rate recommended by the manufacturer.
C. Rake seed lightly into top 1/8 inch of topsoil, roll lightly, and water with fine spray.
D. Protect seeded areas with slopes not exceeding 1:6 by spreading straw mulch. Spread
uniformly at a minimum rate of 2 tons/acre to form a continuous blanket 1-1/2 inches in
loose depth over seeded areas. Spread by hand, blower, or other suitable equipment.
1. Anchor straw mulch by crimping into topsoil with suitable mechanical equipment.
2. OR
3. Bond straw mulch by spraying with asphalt emulsion at the rate of 10 to 13
gal./1000 sq. ft.. Take precautions to prevent damage or staining of structures or
other plantings adjacent to mulched areas. Immediately clean damaged or
stained areas.
E. Protect seeded areas from hot, dry weather or drying winds by applying topsoil within
24 hours after completing seeding operations. Soak and scatter uniformly to a depth of
3/16 inch and roll to a smooth surface.
LAWNS AND GRASSES 02920 -5
Burger King

3.5 HYDROSEEDING -
A. Hydroseeding: Mix specified seed, fertilizer, and fiber mulch in water, using equipment
specifically designed for hydroseed application. Continue mixing until uniformly
blended into homogeneous slurry suitable for hydraulic application.
1. Mix slurry with nonasphaltic or asphalt -emulsion tackifier.
2. Apply slurry uniformly to all areas to be seeded in a one-step process. Apply
mulch at a minimum rate of 1500-Iblacre dry weight but not less than the rate
required to obtain specified seed -sowing rate.
3.6 SATISFACTORY LAWNS
A. Satisfactory Seeded Lawn: At end of maintenance period, a healthy, uniform, close
stand of grass has been established, free of weeds and surface irregularities, with
coverage exceeding 90 percent over any 10 sq. ft. and bare spots not exceeding 5 by 5
inches.
3.7 CLEANUP AND PROTECTION
A. Promptly remove soil and debris created by lawn work from paved areas. Clean
wheels of vehicles before leaving site to avoid tracking soil onto roads, walks, or other
paved areas.
B. Erect barricades and warning signs as required to protect newly planted areas from
traffic. Maintain barricades throughout maintenance period and remove after lawn is
established.
C. Remove erosion -control measures after grass establishment period.
END OF SECTION 02920
LAWNS AND GRASSES 02920 -6
Burger King

SECTION 02920 - LAWNS AND GRASSES
PART 1 - GENERAL
1.1 SUMMARY
A. This Section includes the following:
1. Seeding.
B. Related Sections include the following:
1. Division 2 Section "Site Clearing" for topsoil stripping and stockpiling.
2. Division 2 Section "Earthwork" for excavation, filling and backfilling, and rough
grading.
1.2 DEFINITIONS
A. Finish Grade: Elevation of finished surface of planting soil.
B. Manufactured Soil: Soil produced off -site by homogeneously blending mineral soils or
sand with stabilized organic soil amendments to produce topsoil or planting soil.
C. Planting Soil: Native or imported topsoil, manufactured topsoil, or surface soil modified
to become topsoil; mixed with soil amendments.
D. Subgrade: Surface or elevation of subsoil remaining after completing excavation, or
top surface of a fill or backfill immediately beneath planting soil.
1.3 SUBMITTALS
A. Product Data: For each type of product indicated
B. Certification of Grass Seed: From seed vendor for each grass -seed monostand or
mixture stating the botanical and common name and percentage by weight of each
species and variety, and percentage of purity, germination, and weed seed. Include
the year of production and date of packaging.
1.4 DELIVERY, STORAGE, AND HANDLING
A. Seed: Deliver seed in original sealed, labeled, and undamaged containers.
LAWNS AND GRASSES
Burger King
02920 -1

1.5 SCHEDULING
A. Planting Restrictions: Plant during one of the. following periods. Coordinate planting
periods with maintenance periods to provide required maintenance from date of
Substantial Completion.
1. Permanent Planting: March 1 — October 30
2. Temporary Planting: November 1 — February 28.
3. Provide temporary seeding during winter months and re -seed with permanent the
following spring. See section 2 for temporary and permanent seed type.
B. Weather Limitations: Proceed with planting only when existing and forecasted weather
' conditions permit.
1.6 LAWN MAINTENANCE
A. Begin maintenance immediately after each area is planted and continue until
acceptable lawn is established, but for not less than the following periods:
1. Seeded Lawns: 60 days from date of Substantial Completion.
a. When full maintenance period has not elapsed before end of planting
season, or if lawn is not fully established, continue maintenance during
next planting season.
B. Maintain and establish lawn by watering, fertilizing, weeding, mowing, trimming,
replanting, and other operations. Roll, regrade, and replant bare or eroded areas and
remulch to produce a uniformly smooth lawn.
1. In areas where mulch has been disturbed by wind or maintenance operations,
add new mulch. Anchor as required to prevent displacement.
C. Watering: Provide and maintain temporary piping, hoses, and lawn -watering
equipment to convey water from sources and to keep lawn uniformly moist to a depth
of 4 inches.
1. Schedule watering to prevent wilting, puddling, erosion, and displacement of
seed or mulch. Lay out temporary watering system to avoid walking over muddy
or newly planted areas.
2. Water lawn at a minimum rate of 1 inch per week.
D. Mow lawn as soon as top growth is tall enough to cut. Repeat mowing to maintain
specified height without cutting more than 40 percent of grass height. Remove no
more than 40 percent of grass -leaf growth in initial or subsequent mowings. Do not
delay mowing until grass blades bend over and become matted. Do not mow when
grass is wet. Schedule initial and subsequent mowings to maintain the following grass
height:
E. Lawn Postfertilization: Apply fertilizer after initial mowing and when grass is dry.
Use fertilizer that will provide actual nitrogen of at least 1 Ib11000 sq. ft. to lawn
area.
LAWNS AND GRASSES
Burger King
02920 -2

PART2-PRODUCTS
2.1 SEED
A. Grass Seed: Fresh, clean, dry, new -crop seed complying with AOSA's "Journal of
Seed Technology; Rules for Testing Seeds" for purity and germination tolerances.
B. Seed Species: State -certified seed of grass species, as follows:
1. Permanent — Fescue, Kentucky Bluegrass
2. Temporary — Ryegrain
2.2 TOPSOIL
A. Topsoil: ASTM D 5268, pH range of 5.5 to 7, a minimum of 4 percent organic material
content; free of stones 1 inch (25 mm) or larger in any dimension and other extraneous
materials harmful to plant growth.
1. Topsoil Source: Reuse surface soil stockpiled on -site. Verify suitability of
stockpiled surface soil to produce topsoil. Clean surface soil of roots, plants,
sod, stones, clay lumps, and other extraneous materials harmful to plant growth.
a. Supplement with imported or manufactured topsoil from off -site sources
when quantities are insufficient. Obtain topsoil displaced from naturally
well -drained construction or mining sites where topsoil occurs at least 4
inches (100 mm) deep; do not obtain from bogs or marshes.
2.3 INORGANIC SOIL AMENDMENTS
A. Lime: ASTM C 602, agricultural limestone containing a minimum 80 percent calcium
carbonate equivalent and as follows:
1. Class: Class T, with a minimum 99 percent passing through No. 8 (2.36-mm)
sieve and a minimum 75 percent passing through No. 60 (0.25-mm) sieve..
B. Sulfur: Granular, biodegradable, containing a minimum of 90 percent sulfur, with a
minimum 99 percent passing through No. 6 sieve and a maximum 10 percent passing
through No. 40 sieve.
C. Agricultural Gypsum: Finely ground, containing a minimum of 90 percent calcium
sulfate.
D. Sand: Clean, washed, natural or manufactured, free of toxic materials.
2.4 ORGANIC SOIL AMENDMENTS
A. Manure: Well -rotted, unleached, stable or cattle manure containing not more than 25
percent by volume of straw, sawdust, or other bedding materials; free of toxic
substances, stones, sticks, soil, weed seed, and material harmful to plant growth.
LAWNS AND GRASSES 0920 -3
Burger King

2.5 PLANTING ACCESSORIES
A. Selective Herbicides: EPA registered and approved, of type recommended by
manufacturer for application.
2.6 FERTILIZER
A. Bonemeal: Commercial, raw or steamed, finely ground; a minimum of 4 percent
nitrogen and 20 percent phosphoric acid.
B. Superphosphate: Commercial, phosphate mixture, soluble; a minimum of 20 percent
available phosphoric acid.
C. Commercial Fertilizer: Commercial -grade complete fertilizer of neutral character,
consisting of fast- and slow -release nitrogen, 50 percent derived from natural organic
sources of urea formaldehyde, phosphorous, and potassium in the following
composition:
1. Composition: 1 lb11000 sq. ft. of actual nitrogen, 4 percent phosphorous, and 2
percent potassium, by weight.
2.7 MULCHES
A. Straw Mulch: Provide air-dry, clean, mildew- and seed -free, salt hay or threshed straw
of wheat, rye, oats, or barley.
B. Fiber Mulch: Biodegradable, dyed -wood, cellulose -fiber mulch; nontoxic; free of plant -
growth or germination inhibitors; with maximum moisture content of 15 percent and a
pH range of 4.5 to 6.5.
C. Nonasphaltic Tackifier: Colloidal tackifier recommended by fiber -mulch manufacturer
for slurry application; nontoxic and free of plant -growth or germination inhibitors.
D. Asphalt Emulsion: ASTM D 977, Grade SS-1; nontoxic and free of plant -growth or
germination inhibitors.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine areas to receive lawns and grass for compliance with requirements and other
conditions affecting performance. Proceed with installation only after unsatisfactory
conditions have been corrected.
LAWNS AND GRASSES
Burger King
02920 -4

3.2 PREPARATION
A. Protect structures, utilities, sidewalks, pavements, and other facilities, trees, shrubs,
and plantings from damage caused by planting operations.
B. Provide erosion -control measures to prevent erosion or displacement of soils and
discharge of soil -bearing water runoff or airborne dust to adjacent properties and
walkways.
3.3 LAWN PREPARATION
A. Newly Graded Subgrades: Loosen subgrade to a minimum depth of 4 inches.
Remove stones larger than 1 inch in any dimension and sticks, roots, rubbish, and
other extraneous matter and legally dispose of them off Government's property.
B. Finish Grading: Grade planting areas to a smooth, uniform surface plane with, loose,
uniformly fine texture. Grade to within plus or minus 112 inch of finish elevation. Roll
and rake, remove ridges, and fill depressions to meet finish grades. Limit fine grading
to areas that can be planted in the immediate future.
C. Moisten prepared lawn areas before planting if soil is dry. Water thoroughly and allow
surface to dry before planting. Do not create muddy soil.
D. Restore areas if eroded or otherwise disturbed after finish grading and before planting.
3.4 SEEDING
A. Sow seed with spreader or seeding machine. Do not broadcast or drop seed when
wind velocity exceeds 5 mph. Evenly distribute seed by sowing equal quantities in two
directions at right angles to each other.
Do not use wet seed or seed that is moldy or otherwise damaged.
B. Sow seed at the rate recommended by the manufacturer.
C. Rake seed lightly into top 1/8 inch of topsoil, roll lightly, and water with fine spray.
D. Protect seeded areas with slopes not exceeding 1:6 by spreading straw mulch. Spread
uniformly at a minimum rate of 2 tons/acre to form a continuous blanket 1-112 inches in
loose depth over seeded areas. Spread by hand, blower, or other suitable equipment.
1. Anchor straw mulch by crimping into topsoil with suitable mechanical equipment.
2. OR
3. Bond straw mulch by spraying with asphalt emulsion at the rate of 10 to 13
gal.11000 sq. ft.. Take precautions to prevent damage or staining of structures or
other plantings adjacent to mulched areas. Immediately clean damaged or
stained areas.
E. Protect seeded areas from hot, dry weather or drying winds by applying topsoil within
24 hours after completing seeding operations. Soak and scatter uniformly to a depth of
3116 inch and roll to a smooth surface.
LAWNS AND GRASSES 02920 -5
Burger King

3.5 HYDROSEEDING
A. Hydroseeding: Mix specified seed, fertilizer, and fiber mulch in water, using equipment
specifically designed for hydroseed application. Continue mixing until uniformly
blended into homogeneous slurry suitable for hydraulic application.
1. Mix slurry with nonasphaltic or asphalt -emulsion tackifier.
2. Apply slurry uniformly to all areas to be seeded in a one-step process. Apply
mulch at a minimum rate of 1500-Iblacre dry weight but not less than the rate
required to obtain specified seed -sowing rate.
3.6 SATISFACTORY LAWNS
A. Satisfactory Seeded Lawn: At end of maintenance period, a healthy, uniform, close
stand of grass has been established, free of weeds and surface irregularities, with
coverage exceeding 90 percent over any 10 sq. ft. and bare spots not exceeding 5 by 5
inches.
37 CLEANUP AND PROTECTION
A. Promptly remove soil and debris created by lawn work from paved areas. Clean
wheels of vehicles before leaving site to avoid tracking soil onto roads, walks, or other
paved areas.
B. Erect barricades and warning signs as required to protect newly planted areas from
traffic. Maintain barricades throughout maintenance period and remove after lawn is
established.
C. Remove erosion -control measures after grass establishment period.
END OF SECTION 02920
LAWNS AND GRASSES 02920 -6
Burger King

May 24, 2004 BsdE
BULLA SMITH
DESIGN ENGINEERING
Ms. Laurie Munn
Environmental Engineer
NC Department of Environment
and Natural Resources
127 Cardinal Dr. Ext
Wilmington NC, 28405 �� C
Re: New Burger King a421
Camp Lejeune, NC
Subject: Stormwater Management Permit
Dear M. Munn:
Enclosed are two sets of revised plans, permit applications and processing fee
for your review.
If you need any additional information, or have any questions, please do not
hesitate to call.
Sincier VI.Smith, r
PE
Cc: Mr. Chris Riddley — Burger King
Mr. Alex Wood - Navy
Q 704.333.3122
Q 704,333.8252
www.bullasmith.com
1347 Harding Place
Suite 201
Charlotte, NC 28204