SW8960103_HISTORICAL FILE_19960307

STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW8 �0/ ,
DOC TYPE ❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATEIT
3
YYYYMMDD

State of North Carolina
t Department of Environment,
Health and Natural Resources 4
Division of Environmental Management
�r
James B. Hunt, Jr., Governor p E H N F1
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
March 7, 1996
General W.J. Beary, Commander, USN
c/o Atlantic Division NAVFACEC
1510 Gilbert Street
Norfolk, Virginia 23511-2699
Subject: Permit No. SW8 960103
Tarawa Terrace Youth Center
High Density Stormwater Project
Onslow County
Dear Commander Beary:
The Wilmington Regional Office received the Stormwater Application for Tarawa Terrace Youth Center on January 3,
1996, with final information on February 16, 1996. 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 211.1000. We are
forwarding Permit No. SW8 960103 dated March 7, 1996, to the Atlantic Division Naval Facilities Engineering
Command.
This permit shall be effective from the date of issuance until March 7, 2006, 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
ajudicatory 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,
A1/C..—
Dave Adkins
Regional Water Quality Supervisor
DA/arl: S:\WQS\STORMWAT\PERMIT\960103.MAR
cc: James E. Butler, P.E.
James Gurganus, Onslow County Inspections
Linda Lewis
Wilmington Regional Office
Central Files
P.O. Box 29535, Raleigh, North Carolina 2 7 626-0 53 5 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer

State Stormwater Management Systems
Permit No. SW8 960103 /
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
DIVISION OF ENVIRONMENTAL MANAGEMENT
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
c% Atlantic Division NAVFACEC
Tarawa Terrace Youth Center
Onslow County
FOR THE
construction, operation and maintenance of a 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
Environmental Management and considered a part of this permit.
This permit shall be effective from the date of issuance until March 7, 2006 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.
3. Approved plans and specifications for this project are incorporated by reference and are enforceable
parts of the permit.
2

State Stormwater Management Systems
Permit No. SW8 960103
DIVISION OF ENVIRONMENTAL MANAGEMENT
PROJECT DATA
Project Name: Tarawa Terrace Youth Center
Permit Number: 960103
Location: Onslow County
Applicant: General W.J. Beary, Commander, USN
Mailing Address: c/o Atlantic Division NAVFACEC
1510 Gilbert Street
Norfolk, Virginia 23511-2699
Application Date: January 3, 1996
Water Body Receiving Stormwater Runoff: Northeast Creek
Classification of Water Body: "SC"
If Class SA, chloride sampling results: N/A
Pond Depth: 4 feet
Permanent Pool Elevation: 17.9 MSL
Total Impervious Surfaces Allowed: 38,929 square feet
Offsite Area entering Pond: N/A
Green Area entering Pond: 122,243 square feet
Required Surface Area: 3,504 square feet
Provided Surface Area: 5,000 square feet
Required Storage Volume: 5,205 cubic feet
Provided Storage Volume: 5,468 cubic feet
Temporary Storage Elevation: 18.92 MSL
Controlling Orifice: 1.25" pipe
3

State Stormwater Management Systems
Permit No. SW8 960103
4. The project will be limited to the amount of built-upon area indicated in the supporting calculations and
per approved plans.
5. 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 of the project area.
f. Alteration of the drainage, or filling in or piping any vegetated conveyance.
In addition, 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.
IL SCHEDULE OF COMPLIANCE
1. The permittee will comply with the following schedule for construction and maintenance of the
stormwater management system:
a. The stormwater management system shall be constructed in it's entirety, vegetated and
operational for it's intended use prior to the construction of any built-upon surfaces except roads.
b. During construction, erosion shall be kept to a minimum and any eroded areas of the system will
be repaired immediately.
2. The facilities must be properly maintained and operated at all times. The approved Operation and.
Maintenance Plan must be followed in it's entirety and maintenance must occur at the scheduled
intervals. Activities must include, but are 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.
4. Records of maintenance activities must be kept and made available upon request to authorized personnel
of DEM. The records will indicate the date, activity, name of person performing the work and what
actions were taken.
4

State Stormwater Management Systems
Permit No. SW8 960103
5. 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. Mail the Certification to the
Wilmington Regional Office, 127 Cardinal Drive Extension, Wilmington, North Carolina, 28405,
attention Water Quality Section.
7. 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.
M. 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 formal permit request must be submitted to the Division of
Environmental Management accompanied by an application fee, documentation from the parties
involved, and other supporting materials as may be appropriate. The approval of this request will be
considered on its merits and may or may not be approved.
2. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee to
enforcement action by the Division of Environmental Management, in accordance with North Carolina
General Statute 143-215.6(a) to 143-215.6(c).
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 request for
a permit modification, revocation and reissuance or termination does not stay any permit condition.
Permit issued this the 7th day of March, 1996.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
'Z� de
A.-Preston Howard, Jr., P.E., Director
Division of Environmental Management
By Authority of the Environmental Management Commission
Permit Number SW8 960103
5

State Stormwater Management Systems
Permit No. SW8 960103 1
Tarawa Terrace Youth Center
Stormwater Project No. 960103
Onslow County
Engineer's Certification
I, as a duly registered Professional Engineer in the State of
North Carolina, having been authorized to observe (periodically/weekly/full time) the construction of the
project,
(eject)
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.
Signature
Registration Number
Date
6

`f DIVISION OF ENVIRONMENTAL MANAGEMENT.;.
NORTH CAROLINA COASTAL STORMWATER PERMIT APPLICATION
I. GENERAL INFORMATION (Refer to instruction sheet)
1. Project Name Youth Center Tarawa Terrace
2. Location, directions to project (include County, Address, State Road) Attach map Marine Corps
Base Camp Leieune Jacksonville, NC
3. Owner's Name Atlantic Division Naval Facilities Engineering Command Phone (804)322A405
4. Owner's Mailing Address: 1510 Gilbert St.
City Norfolk State VA Zip 23511-2699
5. Nearest Receiving Stream Northeast:Creek to New River Class SC
6. Project description Youth Center and parking lot
H. PERMIT INFORMATION
1. Permit No. (To be filled in by DEM) 5(A l R�2010 3
2. Permit Type X New Renewal Modification (ea. Permit No.?)
3. Project Type: Low Density X Detention Infiltration Other
4. Other State/Federal Permits/Approvals Required (Check appropriate blanks)
CAMA Major Sedimentation/Erosion Control X 404 Permit
M. BUILT UPON AREA (Please see NCAC 211.1005 thru .1007 for applicable density limits)
Drainage Drainage Breakdown of Impervious Area
Basin Basin (Please indicate below the design impervious area)
Classification Buildings 0.45 Acres
Allowable Impervious Area 0.91 Acres Streets 0 Acres
Total Project Area 3.03 Acres Parking/SW 0.42 Acres
Proposed Impervious Area 0.87Acres Other N/A
Impervious Area 29% Totals 0.87 Acres
i
t
t

IV. STORMWATER TREATMENT (Describe how the runoff will be treated)
Routing through a stormwater management wet detention pond designed to remove 90% of the
Total Suspended Solids in the first 1" of runoff.
V. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
Deed restrictions and protective covenants are required to be recorded for all low density projects
and all subdivisions prior to the sale of any lot. Please see the accompanying instruction sheet for
the specific items that must be recorded for the type of project applied for.
By your signature below, you certify that the recorded deed restrictions and protective covenants
for this project shall include all the items required by the permit, that the covenants will be binding
on all parties and persons claiming under them, that they will run with the land, that the covenant
cannot be changed or deleted without concurrence from the State, and that they will be recorded
prior to the sale of any lot.
VI. OWNER'S CERTIFICATION = _ :=:-•_t _- ' ; cr-
I, James E. Butler , certify that the information included on this permit
(Please print or type name clearly)
application form is correct, that the project will be constructed in conformance with the approved plans,
that the deed restrictions will be recorded with all required permit conditions, and that to the best of my
knowledge, the proposed project complies with the requirements of 15A NCAC 211.1000.
ldiircciq
na person or firm to submit stormwater plans on my b half
—P 2 2 q!ogent Signature and Title ate
mander,Atlantic Disision Naval Facilities Engineering Command
VI[. AUTHORIZATION (MUST BE COMPLETED)
Person or firm name James E. Butler Code 405 LANTNAVFACENGCOM
Mailing Address 1510 Gilbert Street
City Norfolk State Virginia Zip 23511-2699 Phone ( 1 322-4405
cc: Applicant/WiRO//Central Files o
IAKM
ER
CE
FEB 161996 PROJ # SW 1'Cc 10 3
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4 ,Li EC- 11 -9S f•11JP4 16 .0n1 r•1CB CAPILEJ FL10 FLNG 9104513670 F. 02
MAINTENANCE OF STORMWATER MANAGEMENT
AND EROSION CONTROL STRUCTURES
All permanent and temporary stormwater management and erosion control structures will be
maintained by the Contractor during construction. After construction is complete, the
temporary erosion control measures will be removed by the Contractor and the permanent
stormwater management pond will become the responsibility of the Facilities Maintenance
Officer, MCB Camp Lejeune,
I INSPECT AFTER EVERY RUNOFF PRODUCING RAINFALL EVENT:
1. Orifice - Remove any clogging debris.
2. Trash Rack-Remove trash accumulation,
3. Pond Side Slopes - Repair eroded areas, remove trash.
II INSPECT QUARTERLY:
1, Catch Basins -Remove trash
2. Inlet Piping -Repair undercutting, remove interior trash, replace riprap.
3. Grass Swales -Repair and reseed eroded areas, remove trash.
4. Vegetated Filter- Repair and reseed eroded areas.
III INSPECT SEMI-ANNUALLY (EVERY 6 MONTHS):
1. Pond Depth - Sediment shall be removed when it accumulates to a depth of
approximately one foot (up to elevation 16,00),
2, Check main outlet pipe for debris.
IV GENERAL MAINTENANCE NOTES:
1. Mow side slopes regularly. Encourage cattails along the perimeter of the pond, but do
not allow to cover the entire surface area.
2. The orifice must be visible after 5 days without rain. If it is not, unclog immediately
by removing trash, debris, and sediment.
----------- - - - - -------
Facilities Maintenance Officer
By direction of
the Commanding General

�PARTMENT OF THE NAVY TUIJ �M,
SION
F E B 1 R 1q%AVAL FACILITIES ENGINENTIC ERING COMMAND
1510 GILBERT ST [phone]
NORFOLK VA 23511.26N W RQlY 1�G T0
11010
405
12 February 1996
State of North Carolina
Department of Environment, Health, and Natural Resources
Water Quality Section
Atm. Ms. Linda Lewis
127 Cardinal Drive Extension
Wilmington, N.C. 28405-3845
Dear Ms. Lewis: .
Please find enclosed a revised submittal for Stormwater Project No. 960103, Tarawa Terrace
Youth Center. The six items addressed in your letter dated 24 January 1996, are discussed
below.
1. The North Carolina Professional Engineer seal is not required as agreed to during a
telephone conversation on 9 February 1996, between your Mr. Dave Adkins and our Mr. Paul
Kidd. This limitation is stated in The North Carolina Engineering and Land Surveying Act,
G.S. 89C-25. A copy is included in the submittal.
2. As discussed with Mr. Adkins, the permit application is now signed by direction of the
Commander. Lieutenant Colonel Kenter's name is printed under his signature on the
Operation and Maintenance plan as requested.
3. A forebay has been added at the inlet and a 6:1 vegetative shelf has been added to the pond
perimeter. These items are shown on plan sheets C-4 and C-5.
4. The DA used in the formula was the drainage area. The calculations do not need changes.
5. The permanent pool and design storage pool contours are shown on sheet C-4.
6. The permanent pool is dimensioned on sheets C-4 and C-5. sa"'TORMIATER
E C E I V E
FEB 161996 D
PROJ # S(NE W�03
Quality Performance. . . Quality Results

<,
If you have any questions concerning the additional information or the application package
please feel free to call the civil designer, Tracy G. Quast, P.E. at [phone], or me at
[phone].
d=Sincerely, S i e
/• ^'`�
S E. BUTLER, P.E.
Head, Civil Engineering Branch
Engineering and Design Division

DEPARTMENT OF THE NAVY
ATLANTIC DIVISION,NAVAL FACILITIES ENGINEERING COMMAND
NORFOLK, VIRGINIA
N62470-94-B-4026
NAVFAC
SPECIFICATION
No. 05-94-4026
Appropriation:
YOUTH CENTER
-
TARAWA TERRACE
AT
MCB, CAMPHLEJEUNE STORW IV 0TER
JACKSONVILLE, NORTH CAROLINA E C E I V E D
FEB 161996 D
DESIGN BY: P R 0 J # SW W10
Atlantic Division
Naval Facilities Engineering Command
1510 Gilbert Street
Norfolk, Virginia, 23511-2699
These documents have been prepared in accordance with Section
25, paragraph 6, of the North Carolina Engineering and Land
Surveying Act, G.S. 89C regarding the practice of Professional
Engineering.Signed: 2A 2L j 6A^ December 19, 1995
M.D. Mutter P.E. Title 1kad, Specifications Branch

- — .._
YOUTH -CENTER,:,TARAWA-;;TER PACE_ (PREFINAL/KPL) ,.:- - _ ., . - 55944026
SECTION 01561 . .. .
EROSION AND SEDIMENT CONTROL
10/94
PART 1 GENERAL
1.1 REFERENCES
The publications listed below form a part of this specification to the
extent referenced. The publications are referred to in the text by the
basic designation only.
AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM)
ASTM D3786 1987 Hydraulic Bursting Strength of Knitted Goods
and Nonwoven Fabrics - Diaphragm Bursting Strength
Tester Method
ASTM D4632 - 1991 Grab Breaking Load and Elongation of
- - Geotextiles
ASTM D4751 1993 Determining Apparent Opening Size of a
Geotextile
NORTH CAROLINA SEDIMENT CONTROL COMMISSION (NCSCC)
NCSCC ESCM 1993 Erosion and Sediment Control Planning and
Design Manual
1.2 DESCRIPTION OF WORK
The work includes the provision of temporary and permanent erosion control
measures to prevent the pollution of air, water, and land within the
project limits and in areas outside the project limits where work is
accomplished in conjunction with the project.
1.3 SUBMITTALS
Submit the following in accordance with Section 01300, "Submittals. "
1.3.1 SD-02, Manufacturer's Catalog Data
a. Silt Fence
b. Dust Suppressors
C. Erosion Control Matting
1.3.2 SD-08, Statements
a. Construction Sequence Schedule G
1
i
SECTION 01561 PAGE 1

-- "- -- YOUTH CENTER, TARAWA TERRACE (PREFINAL/KPL) � - - 55944026 -
1.3.2.1 Construction Sequence Schedule
Submit a Contractor furnished construction work sequence schedule, minimum
-% of 30 days prior to start of construction. The work schedule shall
coordinate the timing of land disturbing activities with the provision of
erosion control measures to reduce on site erosion and offsite
sedimentation. Installation of temporary erosion control features shall be
coordinated with the construction of permanent erosion control features to
assure effective and continuous control of erosion and pollution.
1.4 State Approved Plan
The erosion control plan indicated has been approved by the State. No
additional State review and approval of the erosion control plan is
required, unless the Contractor desires to modify the erosion control plan
indicated. Should the Contractor desire to modify the State approved plan,
a resubmittal to the State, including the State's approval is required
prior to the start of construction. The contractor shall be responsible for
any additional costs and time incurred as a result of the resubmittal of
the previously approved erosion control plan. The contractor shall
anticipate a minimum 45 day review period by the State. Provide and -
maintain erosion control measures in accordance with NCSCC ESCM, and as
specified herein.
PART 2 - PRODUCTS -
2 .1 SILT FENCE (Max 18 inches high)
2 .1.1 STATE STANDARD SILT FENCE
NCSCC ESCM Standard 6.62, sediment fence (silt fence) .
2 .2 SILT FENCE DROP INLET PROTECTION
2.2.1 STATE STANDARD DROP INLET PROTECTION
NCSCC ESCM Standard 6 .51, using silt fencing.
2.3 CONSTRUCTION ENTRANCE
2 .3.1 STATE STANDARD CONSTRUCTION ENTRANCE
2 .3.1.1 Aggregate
NCSCC ESCM, Standard 6 . 06 .
2 .3 .1.2 Filter Fabric
A woven or nonwoven polypropylene, nylon, or polyester containing
stabilizers and/or inhibitors to make the fabric resistant to deterioration
from ultraviolet, and with the following properties:
a. Minimum grab tensile strength (ASTM D4632) 200 pounds
b. Minimum grab elongation (ASTM D4632) 220 percent
SECTION 01561 PAGE 2

"'- - YOUTH "CENTER, TARAWA TERRACE (PREFINAL/KPL)
at failure -- _ - -
C. Minimum mullen burst strength (ASTM D3786) 430 psi
d. E.O.S. (ASTM D4751) 40-80
2 .4 DUST SUPPRESSORS
Calcium chloride, or other standard manufacturer's spray on adhesives
designed for dust suppression.
2 . 5 TEMPORARY SEEDING
2 .5.1 STATE STANDARD TEMPORARY SEEDING
-
Provide seed, lime, and fertilizer in accordance with NCSCC ESCM,
Standard 6.10. Provide hay or straw mulch.
2.6 EROSION CONTROL MATTING
Jute, excelsior, or'paper=matting-"that=has-not been bleached-oir'dyedrr..-.
Provide matting in minimum 4 feet widths. Staples for anchoring the
matting shall be minimum 11 gage wire, formed into a "U" shape with a
minimum throat width of 1 inch and minimum length of 6 inches after
forming.
2 .6.1 Jute Matting
A uniform open plain weave of single jute yarn providing an average weight
of 0.9 pounds per square yard of matting. Yarn shall be of a loosely
twisted construction and shall not vary in thickness by more than one-half
its normal diameter. Matting shall have openings between strands length-
wise of 0.45 to 0. 75 inch, and between strands crosswise of 0.67 to 1.13
inch.
2 .6.2 Excelsior Matting
A machine produced mat of wood excelsior with a minimum of 80 percent of
wood fibers 6 inches in length or longer. The matting shall have an aver-
age weight of 0.75 to 0.85 pounds per square yard with an even fiber dis-
tribution producing a consistent mat thickness, and shall have on one side
a woven fabric. The woven fabric shall be twisted paper cord, cotton cord,
or an extruded plastic mesh with a minimum mesh size of 1 inch by 1 inch
and a maximum mesh size of 1-1/2 inch by 3 inch.
2.6 .3 Paper Matting
Shall be a knitted polypropylene yarn with uniform openings with biodegrad-
able paper strips continuously interwoven. The matting shall weigh a mini-
mum of 0. 09 pounds per square yard with maximum openings of 3/4 inch and
minimum openings of 1/2 inch.
SECTION 01561 PAGE 3

_ -
YOUTH CENTER, TARAWA TERRACE --(PREFINAL/KPL) , - = 559fl 4026 _
2.6.4 Straw Matting
A machine produced straw mat with a minimum thickness of 1/2 inch +/- 1/8
inch. The straw shall be evenly distributed throughout the mat to provide
a minimum average dry weight of . 70 pounds per square yard. The topside of
the mat shall be covered with a 3/8 inch biodegradable plastic mesh, with
the mesh attached to the straw by a knitting process using biodegradable
thread.
PART 3 - EXECUTION
3.1 CONSTRUCTION SEQUENCE SCHEDULE
Stabilize areas for construction access immediately with gravel. Install
principal sediment basins and traps before any major site grading takes
place. Provide additional sediment traps, and silt fences as grading
progresses. Provide drop inlet protection around existing drainage
structures, and inlet and outlet protection at the ends of new drainage
systems. Stabilize graded and disturbed areas immediately after grading.
Permanent stabilization..shall-. be-provided immediately on areas that have
been final graded. Temporary seeding=and mulching shall be provided on-
disturbed areas as specified in the paragraph titled "Temporary Seeding. "
Installation of temporary erosion control features shall be coordinated
with the construction of permanent erosion control features to assure
effective and continuous control of erosion and pollution. Remove temporary
erosion control measures at the end of construction and provide permanent
seeding.
3.2 SILT FENCES
Install posts a maximum of 6 feet on center, and at an angle between 2
degrees and 20 degrees towards the potential silt load area. Silt fence
height shall be 15 to 18 inches. Do not attach filter fabric to existing
tree. Secure filter fabric to the post and wire fabric using staples, tie
wire, or hog rings. Imbed the filter fabric into the ground. Splice
filter fabric at support pole using a 6 inch overlap and securely seal.
Top of the filter fabric shall have a 1 inch tuck or a reinforced top end
section.
3.3 DROP INLET PROTECTION
Provide stakes evenly spaced around the perimeter of the drop inlet, a
maximum of 3 feet apart. Stakes shall be driven immediately adjacent to the
drainage structure, a minimum of 18 inches into the ground. The fabric
shall be securely fastened to the outside of the stakes, with the bottom of
the fabric placed into a trench and backfilled.
3.4 CURB INLET PROTECTION
Provide wire mesh over the curb inlet opening so at least 12 inches of wire
mesh extends across the inlet cover and at least 12 inches of wire mesh
extends across the gutter from the inlet opening, as indicated. Place
stone on wire mesh against curb inlet.
SECTION 01561 PAGE 4

YOUTH CENTERTARAWA �TERRACE (PREFINAL/KPL) -- _ -- . 55944026 — --
3 .5 CONSTRUCTION ENTRANCE
Provide a minimum 50 feet long, 20 feet wide entrance, a minimum of 6
inches thick, at points of vehicular ingress and egress on the construction
site. Construction entrances shall be cleared and grubbed, and then
excavated a minimum* of 3 inches prior to placement of the filter fabric and
aggregate. The aggregate shall be placed in a manner that will prevent
damage and movement of the fabric. Place fabric in one piece, where
possible. Overlap fabric joints a minimum of 12 inches.
3 .6 DUST SUPPRESSORS -
Immediately dampen the surface before calcium chloride application. Apply
dust suppressors on unsurfaced base, subbase and other unsurfaced travel
ways. Apply calcium chloride at the rate of 1. 0 to 1.25 pounds per square
yard of surface for pellets for the initial application. For subsequent
applications of calcium chloride, application rates may be approximately 75
percent of initial application rates. Do not apply when raining or the
moisture conditions exceed that required for proper application. Apply
other dust suppressors in accordance with manufacturers instructions.
Protect treated surfaces from -traffic for a -minimum of 2 hours. after - -
treatment. Repeat application of dust suppressors as required to control
dust emissions.
3 . 7 TEMPORARY SEEDING
3 .7.1 Time Restrictions
Within 48 hours after attaining the grading increment specified herein,
provide seed, fertilizer, mulch and water on graded areas when any of the
following conditions occur:
a. Grading operations stop for an anticipated duration of 30 days or
more.
b. Provide on the slopes of cuts and fill slopes for every 5 foot
increment of vertical height of the cut or fill.
C. When it is impossible or impractical to bring an area to finish
grade so that permanent seeding operations can be performed without
serious disturbance from additional grading.
d. Grading operations for a specific area are completed and the
seeding seasons specified for permanent seeding in Section
02930, "Turf" is more than 30 days away.
e. When an immediate cover is required to minimize erosion, or when
erosion has occurred.
f. Provide on erosion control devices constructed using soil
materials.
SECTION 01561 PAGE 5

— -
= --YOUTH CENTER- _TARAWA TERRR ACE :(PREFINAL/KPL)
3 .7.2 Seeding Requirements
3 .7.2.1 State Seeding Requirements
Provide seed, lime, and fertilizer in accordance with NCSCC ESCM,
Standard 6 . 10. Provide hay or straw mulch in an air dried condition, and
secure mulch in place.
3.7.2 .2 Permanent Seeding
Temporary seeding shall be removed, and permanent seeding shall be provided
during the specified planting season as specified in Section 02930,
"Turf" .
3.8 EROSION CONTROL MATTING
Place matting in the direction of the flow of water. The up channel mat-
ting end shall be toed in a narrow trench a minimum of 5 inches deep.
Where one roll of matting ends and a second roll begins, the end of the
upper roll shall be brought over the buried end of the second roll, to
provide a 6 inch overlap. - Where matting widths are laid sideby side, the '
-
overlap between matting shall be 4 inches. Provide check slots every 50
feet longitudinally in the matting. Construct check slots by providing a
narrow trench 5 inches deep and folding the matting down in to the trench,
across the bottom of the trench, and then back up the trench to the
existing ground Hackfill and compact the trench using the excavated
material from the trench. Staple matting ends, junctions, and check slots
at 10 inches on center. Staple matting outer edges and overlaps and the
center of each matting strip at 3 feet on center. Install excelsior
matting with the woven fabric on top.
3.9 MAINTENANCE AND INSPECTION
Inspect erosion control devices after each rainfall and daily during pro-
longed rainfall. Remove sediment deposits after each rainfall or when
sediment reaches approximately one-half the barrier height. Immediately
repair damaged erosion control devices and damaged areas around and
underneath the devices. Maintain erosion control devices to assure
continued performance of their intended function. Modify the erosion
control plan as required to control problem areas noticed after each
inspection. Modifications shall be approved by the Contracting Officer.
3 .10 CLEAN UP
At the completion of the job, or when directed or approved by the Contract-
ing officer, temporary erosion control devices shall be removed. Erosion
control devices and areas immediately adjacent to the device shall be
filled (where applicable) , shaped to drain and to blend into the
surrounding contours, and provided with permanent seeding. Erosion control
devices may remain in place when approved by the Contracting officer.
--End of Section--
SECTION 01561 PAGE 6

- --- - 55944026
-YOUTH CENTER­;._TARAWA ,TERRACE_,(PRE FINAL/KPL)• �- -'�
SECTZG:I02930
TURF
06/93
PART 1 GENERAL
1.1 REFERENCES
The publications listed below form a part of this specification to the
extent referenced. The publications are referred to in the text by the
basic designation only.
AMERICAN SOD PRODUCERS ASSOCIATION (ASPA)
ASPA GSS 1988 Guideline Specifications for Sodding
AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM)
ASTM C 602 1990 Agricultural Liming Materials
ASTM D 4427 1984 Peat Samples by Laboratory Testing
ASTM E 11 1987 Wire-Cloth Sieves for Testing
Purposes
DEPARTMENT OF AGRICULTURE (DOA)
DOA FSA January 1985 Federal Seed Act Rules and
Regulations of the Secretary of Agriculture
DOA SSIR April 1984 Soil Survey Investigation
Report No. 1, Soil Survey Laboratory Methods
and Procedures for Collecting Soil Samples,
Soil Conservation Service
1.2 DEFINITIONS
1.2.1 Pesticide
Soil fumigants, herbicides, insecticides and fungicides.
1.2 .2 Stand of Turf
95 percent ground cover of the established species.
1.3 SUBMITTALS
Submit the following in accordance with Section 01300, "Submittals. "
1.3 .1 SD-10, Test Reports
a. Topsoil composition tests G
SECTION 02930 PAGE 1

-' YOUTH CENTER,; TARAWK TERRACE'-`(PREFINAL/KPL) _ 55944026 .- -
Submit reports for test specified-in DOA SSIR.
1.4 DELIVERY, STORAGE, AND HANDLING
� 1.4 .1 Delivery
1.4.1.1 Seed and Sod Protection
Protect from drying out and from contamination during delivery, on-site
storage, and handling.
1.4 . 1.2 Fertilizer and Lime Delivery
Deliver to the site in original, unopened containers bearing manufacturer's
chemical analysis, name, trade name, trademark, and indication of
conformance to state and federal laws. Instead of containers, fertilizer
and lime may be furnished in bulk with certificate indicating the above
information.
1.4.1.3 Pesticide Delivery -
Deliver to the site in the original unopened containers with legible label
indicating Environmental Protection Agency (EPA) registration number and
manufacturer's registered uses.
1.4.2 Storage
1.4 .2.1 Sod Storage
Lightly sprinkle with water, cover with moist burlap, straw, or other
approved covering; and protect from exposure to wind and direct sunlight
until planted. Provide covering that will allow air to circulate so that
internal heat will not develop.
1.4 .2 .2 Seed, Lime, and Fertilizer Storage
Store in cool, dry locations away from contaminants.
1.4 .2 .3 Pesticide Storage
Do not store with other landscape materials.
1.4.2.4 Topsoil
Prior to stockpiling topsoil, treat growing vegetation with application of
appropriate specified non-selective herbicide. Treat when foliage is 6 to
10 inches high and approximately 4 to 6 weeks prior to stockpiling.
1.4.3 Handling
Do not drop or dump materials from vehicles.
SECTION 02930 PAGE 2

YOUTH CENTER, TARAWA TERRACE=(PREFINAL/KPL) .-_ ,55944026.
1. 5 TIME RESTRICTIONS AND PLANTING CONDITIONS
1. 5.1 Planting Dates
1. 5.1.1 Seed
Sow seed from 1 May to 31 July for Season 1 planting, 15 August to 15
October for Season 2 planting, and from 6 October to 30 April for Season 3
planting. Seeding during season 3 is for temporary ground cover which must
later be replaced by season 1 plantings for a permanent stand of grass.
1.5.1.2 Sod
Place sod from 1 May to 31 July.
1.5.2 Restrictions
Do not plant when the ground is frozen, snow covered, or muddy.
1.6 TIME LIMITATION FOR SOD
Limit the time between harvesting and placing sod as specified in paragraph
entitled "Placing. "
1.7 EXTENT OF WORK
Provide seedbed preparation, topsoiling, fertilizing, seeding/sodding, and
mulching of all newly graded finished earth surfaces, unless indicated
otherwise, and at all areas inside or outside the area of construction that
are disturbed by the Contractor's operations.
PART 2 PRODUCTS
2 .1 SEED
2 .1.1 Classification
State-certified of the latest season's crop delivered in original sealed
packages, bearing producer's guaranteed analysis for percentages of
mixtures, purity, germination, weedseed content, and inert material. Label
in conformance with DOA FSA and applicable state seed laws. Wet,
moldy, or otherwise damaged seed will be rejected. Field mixes will be
acceptable when field mix is performed on site in the presence of the
Contracting Officer.
2 .1.2 Composition
Planting Season Variety Percent (by Weight)
Season 1 Common Bermuda (Hulled) 100
Season 2 Fescue (Ky31) 50
Centipede (Unhulled) 50
Season 3 Annual Rye 100
SECTION 02930 PAGE 3

YOUTH CENTER, .-TARAWA. TERRACE (PREFINAL/KPL)
Proportion seed mixtures by weight.
2 .2 SOD
2.2.1 Classification
Nursery grown as classified in the ASPA GSS. Machine cut sod at a
uniform thickness of 3/4 inch within a tolerance of 1/4 inch, excluding top
growth and thatch. Each individual sod piece shall be strong enough to
support its own weight when lifted by the ends. Broken pads, irregularly
shaped pieces, and torn or uneven ends will be rejected. Wood pegs and wire
staples for anchorage shall be as recommended by sod supplier.
2 .2.2 Composition
Centipede; 100% by weight.
2.3 TOPSOIL --
2.3.1 Existing Soil
Modify existing soil to conform to the requirements specified in paragraph
entitled "Composition. "
2 .3 .2 On-Site Topsoil
Reusable surface soil stripped and stockpiled on site if requirements
specified for topsoil in paragraph entitled "Composition" are met.
2 .3.3 off-Site Topsoil
Conform to requirements specified in paragraph entitled "Composition. "
Additional topsoil shall be provided by the Contractor.
2.3.4 Composition
Containing from 5 to 20 percent organic matter as determined by the
topsoil composition tests of the Organic Carbon, 6A, Chemical Analysis
Method described in DOA SSIR. Maximum particle size, 3/4 inch, with
maximum 3 percent retained on 1/4-inch screen. Other components shall be
within the following percentages:
Silt 25-50
Clay 10-30
Sand 20-35
PH 5 to 7.6
Soluble Salts 600 ppm maximum
2.4 PH ADJUSTERS
SECTION 02930 PAGE 4

YOUTH CENTER, TARAWA -TERRACE:=(PREFINAL/KPL) . : - 55944`026 - - -
2.4.1 Lime
ASTM C 602, commercial agricultural limestone containing a minimum of
94 percent of total carbonates, 80 percent calcium, and 14 percent
magnesium. Provide the following ASTM E 11 gradation: minimum 86
percent passing the No. 20 sieve and 28 percent passing the No. 100 sieve.
2 .5 SOIL CONDITIONERS
Provide singly or in combination as required to meet specified requirements
for topsoil. Soil conditioners shall be nontoxic to plants.
2.5.1 Peat
Sphagnum moss peat derived from a freshwater site and conforming to ASTM
D 4427 as modified herein. Shred and granulate peat to pass 1/2-inch
mesh screen and condition in storage pile for minimum 6 months after
excavation.
2.5.2 Sand -- _
Clean and free of materials harmful to plants.
2.5.3 Perlite
Horticultural grade.
2 .5.4 Vermiculite
Horticultural grade.
2.6 FERTILIZER
2 .6.1 Commercial Grade Fertilizer
Grandular fertilizer shall be a slow release type with 20 percent nitrogrn,
10 percent phosphorus, and 10 percent potash. A minimum of 50 percent of
the nitrogen shall be water insoluble.
2 .7 MULCHES
Free from, noxious weeds, mold, and other deleterious materials.
2 .7.1 Wood Cellulose Fiber Mulch
Processed to contain no growth or germination-inhibiting factors and dyed
an appropriate color to facilitate visual metering of materials
application. Composition on air-dry weight basis: 9 to 15 percent
moisture, pH range from 3.5 to 5.0. Use with hydraulic application of
grass seed and fertilizer.
2.8 WATER
Suitable quality for irrigation.
SECTION 02930 PAGE 5

YOUTH CENTER, TARAWA TERRACE (PREFINAL/KPL) '__ 55944026
PART 3 EXECUTION
3. 1 PREPARATION
3 . 1.1 Location
Provide sod around the Youth Center, as indicated; and provide grass seed
or sod at all other areas.
3 .1.2 Subgrade
After areas required to be turfed have been brought to the required
subgrade, thoroughly till to minimum depth of 6 inches by scarifying,
disking, harrowing, or other approved methods. Remove debris and stones
larger than one inch in any dimension remaining on surface after tillage.
3 .1.3 Topsoiling
Immediately prior to placing topsoil, scarify subgrade to a 2-inch depth
for bonding of topsoil' with subsoil-. -- spread topsoil evenly to a-minimum
depth of 4 inches. Do not spread topsoil when frozen or excessively wet or
dry. Correct irregularities in finished surfaces to eliminate depressions.
Protect finished topsoil areas from damage by vehicular or pedestrian
traffic.
3.1.4 Fertilizer and Lime
Base bids on providing the following quantities of lime. Prior to seeding,
the topsoil shall be tested for the requirements specified in the paragraph
Topsoil Composition, and the final quantities of lime provided shall be
based on the results of the topsoil testing. Apply fertilizer at the rate
of 23 pounds per 1000 square feet. Apply lime at the rate of 23 pounds per
1000 square feet.
3 .1.4 .1 Hydroseeding
Apply liquid fertilizer in amounts sufficient to promote the specified
stand of turf. Apply lime manually during subgrade preparation.
3.2 SEEDING
Seed by hydroseeding.
3.2 .1 Seeding Seasons, Conditions, and Method
Immediately before seeding, restore soil to the proper grade. Do not seed
when ground is muddy , frozen, snow covered, or in an unsatisfactory
condition for seeding. If special conditions exist that may warrant a
variance in the above seeding dates or conditions, submit a written request
to the Contracting Officer stating the special conditions and proposed
variance. Apply seed within 24 hours after seedbed preparation. Sow seed
with approved sowing equipment. Sow one-half the seed in one direction, and
sow remainder at right angles to the first sowing.
SECTION 02930 PAGE 6

YOUTH CENTER, TARAWA TERRACE (PREFINAL/KPL) .- .-. -. 55944026
3.2.2 Hydroseeding -
Mix seed, fertilizer and wood cellulose fiber in required amount of water
to produce a homogeneous slurry. Add wood cellulose fiber after after seed,
water and fertilizer have been thoroughly mixed and apply at the rate of
200 pounds per acre dry weight. When hydraulically sprayed on the ground,
material shall form a blotterlike cover impregnated uniformily with grass
seed. Immediately following the application of the slurry mix, make
separate application of wood cellulose mulch at the rate of 800 pounds, dry
weight, per acre. Cover shall allow rainfall or applied water to percolate
to underlying soil.
3 .2 .3 Mulch
Spread evenly at the rate of 2000 pounds tons per acre. Anchor by crimping
mulch with serrated disc.
3.2.4 Rolling
Immediately after seeding, firm entire area except for slopes in excess of
3 to 1 with a roller not exceeding 90 pounds for each foot of roller width.
If seeding is performed with cultipacker-type seeder, rolling may be
eliminated.
3.3 SODDING
3.3.1 Placing
Place sod a maximum of 36 hours after initial harvesting, in accordance
with ASPA GSS as modified herein. Thoroughly moisten areas to be
sodded immediately prior to placing sod.
3 .3 .2 Sodding Slopes and Ditches
For slopes 2:1 and greater, lay sod with long edge parallel to slope. For
V-ditches and flat bottomed ditches, lay sod with long edge parallel to
flow of water. Anchor each piece of sod with wood pegs or wire staples
maximum 2 feet on center. On slope areas, start sodding at bottom of the
slope.
3.3 .3 Finishing
After completing sodding, blend edges of sodded area smoothly into
surrounding area.
3 .3.4 Watering
Start watering immediately after completing each day's sodding. Apply
water at a rate sufficient to ensure thorough wetting of soil to minimum
depth of 4 inches.
SECTION 02930 PAGE 7

YOUTH CENTER, TARAWA TERRACE (PREFINAL/KPL) 55944026
3.4 PROTECTION OF TURF AREAS
Immediately after turfing, protect area against traffic and other use.
3 . 5 RESTORATION
Restore to original condition existing turf areas which have been damaged
during turfing operations. Keep clean at all times at least one paved
pedestrian access route and one paved vehicular access route to each
building. Clean other paving when work in adjacent areas is complete.
3.6 TURF ESTABLISHMENT PERIOD
3 .6 .1 Period Parameters
Turf establishment period will be in effect until turf has been mowed
three times.
3 .6 .2 Maintenance During Turf Establishment Period
3 .6.2 .1 Mowing
Mow turfed area to an average height of 1-1/2 inches when average height of
grass becomes 3 inches for season 1 planting and to an average height of
2-1/2 inches whenever the average height of grass reaches 4 inches for
season 2 and season 3 planting.
3.6.2 .2 Promotion of Turf Growth
Mow, remove excess clippings, eradicate weeds, water, fertilize, overseed,
and perform other operations necessary to promote turf growth.
3.7 FIELD QUALITY CONTROL
3 .7. 1 Final Inspection and Acceptance
Final inspection will be made upon written request from the Contractor at
least 10 days prior to the last day of the turf establishment period.
Final acceptance will be based upon a satisfactory stand of turf.
3 .7.2 Replanting
Replant within specified planting dates areas which do not have a
satisfactory stand of turf.
-- End of Section --
SECTION 02930 PAGE 8

Wa
•Q OwM�
1
State of North Carolina
Department of Environment, Health, and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr. DIVISION OF ENVIRONMENTAL MANAGEMENT Jonathan B. Howes
Governor WATER QUALITY SECTION Secretary
January 24, 1996
Mr. James E. Butler, P.E.
Code 405 LANTNAVFACENGCOM
1510 Gilbert Street
Norfolk, Virginia 23511-2699
Subject: ADDITIONAL INFORMATION
Stormwater Project No. SW8 960103
Tarawa Terrace Youth Center .
Onslow County
Dear Mr. Butler:
The Wilmington Regional Office received a Stormwater Management Permit Application for Tarawa
Terrace Youth Center on January 3, 1996. A preliminary review of that information has determined that
the application is not complete. The following information is needed to continue the stormwater review:
III^ 1. The drawings and calculations must be sealed by a North Carolina registered professional
engineer.
2. If you are going to sign the documents, please provide an authorization from Commanding
General Beary to do so on his behalf. You or the Commanding General should sign the
Operation and Maintenance plan as well. Please print the name in addition to the signature.
3. The regulations require a forebay at each inlet to the pond and a 6:1 vegetated shelf around
the pond perimeter. Please add these items to the plans and provide details on the plans.
�QS 4. The DA in the SA/DA calculation is drainage area, not site area. You actually have a less
r\ impervious site to calculate the required surface area, however, the off-site drainage from
p / the rectangular objects noted as being halfway in the drainage area must be included in the
/ impervious area total.
X� 5. Please delineate and label the permanent pool and design storage pool contours. I must be
able to verify provided surface area.
6. Please dimension the permanent pool.
127 Cardinal Drive Extension, Wilmington, N.C.28405-3845 •Telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer

Mr. Butler
January 24, 1996
Stormwater Project No. SW8 960103
----------------------------------------------
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 February 24, 1996, 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 have any questions concerning this matter please feel free to call me at [phone].
Sincerely,
Ms. Linda Lewis
Environmental Engineer
DA/arl: S:\WQS\STORMWAT\ADDINFO\960103.JAN
cc: Linda Lewis
Central Files

Y 24-t Stormwater Control Principles &Practices— Chapter 3
Wet ponds can be used to con-
troll runoff from larger contrib-
uting areas than many others,
BMPs. However, they take up
larger land areas within devel-
opments due to the increased
storage volume in the perma-
nent pool. I£ sited and main-
tained properly, they can be at-
tractive features within a devel-
opment, enhance property val-
ues and offer recreation oppor-
tunides. However, ponded wa-
ter can attract children creating
a safety hazard. The construc-
tion of a shallow safety bench M
around the pond or fencing photo by George Johnson.Courtesy of sea Grant Program.
may be necessary. Construction Wet Retention Pond.
costs are generally higher than
for dry basins, because of the additional volume required for the permanent pool.
Embankment with marsh plants
' Marsh plants and spillway to main pool .
Riser Prevents
moark
t, al atage Ater pvertlowinp embankment
�Ik[[, I I,`I+ {A �j Ry„ly storage volume
177 1aR'I, iy-)Q\l ppol level
litrwerse-wilied orifice to
INeI Ripinletpmrtectipn Vir I l '�I Maximum yowls release sformwater �mbankmen
' si water bvel
� ForebaY
r:T.�
Main pool --.rn FI//wfr protactian
r /
concrete anti. Anti-seep
flotation anchor collars
Figure 11: Wet Retention Pond-Side Cutaway Yuw. (Source:Arnold, et al. 1993)
Frequent maintenance of wet ponds is required and can be costly. Wet sediment is harder and more costly
to remove. Again, easy access is critical to proper maintenance. Poor maintenance can cause the pond to
fail, and create nuisance odors, insects, algae blooms and unsightly areas.
The NC Division of Environmental Management requires the use of wet ponds to treat stormwater runoff
in high density developments within the watersheds of some sensitive water bodies (high quality/outstand-
ing resource waters, etc.). DEM should be consulted on specific design and operation and maintenance
requirements. Many local governments also require wet ponds within water supply watersheds and should
be contacted for further information. Guilford County, North Carolina has extensive experience with wet
retention ponds, with over 135 installed since 1984. Contact Lee Stimpson, Watershed Protection Engi-
neer at [phone] for more information.

DEPARTMENT OF THE NAVY TELEPHONE NO:
ATLANTIC DIVISON
NAVAL FACILITIES ENGINEERING COMMAND [phone]
1510 GILBERT ST IN REPLY REFER TO:
NORFOLK, VA 23511-2699
N62470-94-B-4027
0314A
North Carolina Department of Environmental 101 JAN 1996
Management SGIJ 1-y 1/60Io 3
Water Quality Section
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845
Re: Constriction Contract N62470-94-B-4027, Youth Center, Tarawa Terrace, Marine
Corps Base (MCB), Camp Lejeune, North Carolina
Gentlemen:
The enclosed Stonnwater Permit Application is being submitted to the Water Quality Section
concurrently with the Sedimentation and Erosion Control Plan being submitted to the Land
Quality Section of the State of North Carolina Department of Environment, Health, and
Natural Resources.
Please direct any technical questions to Ms. Tracy Quast at [phone].
The point of contact for LANTNAVFACENGCOM is Ms. Suzanne Spence at [phone].
Sincerely, M�
A/ ke "�-
D. L. BRYANT
By direction
Encls:
1 Stormwater Permit Application �f
(2) Check in the amount o ,15-
f$385.00 for Application Fee IN:J
D E C E I V E
JAN 0 3 1996 D
PROJ # SW03
Quality Performance ... Quality Results

NORTH CAROLINA
STATE BOARD OF REGISTRATION'
.PROFESSIONAL ENGINEERS AND LAND SURVEYORS
3620 SIX FORKS RO
<QaCCh 30, 1993 RALEIGH.N.C.276C'
. . , 'CCQ Rl4M • - (919)7B1.9c5
R.LARRY GREENS RLS
CART. I�OR WATER .
.
w1L VC LC R.A„ER PE RLS . Mr. James E. Butler, PE
BoBBY.M.LONG,RLS Department of the Navy - Atlantic Division n E C E-.1' V E
src"°." Naval Facilities Engineering Command i�JnifJ D
RAY E.ANDERS.RLS JAN 0 3 1996 D
J.ALBERT BASS,JR_PE.RLS 1510 Gilbert Street
J.RICHARD COTTINGHAM,PE RLS'
HELEN W.MERRITT.PUBLIC MEMBER Norfolk,Virginia 23511-2699 p e
DANA H.RUCKER PE.RLS , PROJ # OI03
FRANK L.TURNER PUBLIC MEMBER
Dear Mr. Butler:
JERRY T.CARTER .,
LICCUTIVC S(CRCTI.R'I .. '
In accordance with your written request of March 25, 1993, I am enclosing
for your information a copy of The North Carolina Engineering and Iand
Surveying Act, G. S. 89C.
yUui $�l.,ru lvli tV G. J. &)C-2j 1. uUl pi U,,J L1111ta 110l lb Uh ill
application of the Statute. Paragraph 6 specifically exempts "Practice by ,, . ..
`members of the armed forces or employees of,the government of the
United States while engaged in the practice of engineering or land
surveying solely for said government on government-owned works and
projects.'
This exemption should not be construed as to allow engineering services to
be provided to the Department of the Navy by nonregistered contract
employees. For any such circumstance, a North Carolina registrant would
need be in responsible charge of any engineering services to be provided for
a North Carolina project.
I trust this information will be of some service and ask that you contact me
if this office can be of further assistance.
Sincerely,
?7iry, Carier .
Executive Secretary
JTC/jsa
Enclosures

authorization, provided that a majority of the members of 1084, s. 1; 1969, c. 718, 18; 1975, c. 681, s. '
the Board vote in favor of such issuance. (1921, c.t, s.10; 'u'^
C.S., s.6055(1); 1939, a218, s.2; 1951, c 1084, s.1; �' fgr ?x. tlmlv•' Cci
1953, c.1041, s.10; tyb), c.10bv, s.L; 1:r o, ( .(b3i, t,Cnapter shall not Le construed to prevent or affect:
s.3; 1975, c.681, 5.1; 1981, c.789; 1989, c.669, s.t.)
1. The practice of architecture,` fandsr
§ 89C-23. Unlawful to practice engineering or land architecture, or contracting or any other let
surveying without registration; untawfti use of title or recognized profession or trade; or
terms; penalties; Attanay GanafN to La iagsl Wvlser.-Any 2. The practice of professional engineering or
person who shall practice, or offer to practice, engineering surveying in this State or by any person rt
or land surveying in this State without first being registered resident of this State and having no estatlis
in accordance with the provisions of this Chapter, or any place of business in this State when this pray.
person, firm, partnership, organization, association, does not aggregate more than 90 days in
corporation, or other entity using or employing the words calendar year, whether performed in this Stagy
'engineer' or 'engineering' or 'professional engineer' or elsewhere, or involve more than one spe-
'professional engineering' or 'land surveyor' or 'land project; provided, however, that such perso:
surveying,' or any modification or derivative thereof in its : legally qualified by registration to practice
name or form of business or activity except as registered said profession in his own state or country.
under this Chapter or in pursuit of activities exempted by, which the requirements and qualifications
this Chapter, or any person presenting or attempting to use obtaining a certificate of registration
the eertificp.t- of registration or the seal of another, of any satisfactory to the Board; in which case
person .who shall give any false or forged evidence of any person shall apply for and the Board will isst
kind to'the Board or to any member thereof in obtaining or temporary permit; or
attempting to obtain a certificate of registration, or any 3. The practice of professional engineering or 1.
person who shall falsely impersonate any other registrant of. surveying in this State not to aggregate m
like or different name, or any person who shall attempt to than 90 days by any person residing in this Stz
use an expired or revoked or nonexistent certificate of but whose residence has not been of suffici
registration, or who shalt practice or offer to practice when duration for the Board to grant or de
r•�• r •^ ��� r- 11—1 v,- , L^'��+, rl,;^- '• t- i- registration; provided, however, such persons'
registered under ins Laptev, or any person who srau ; ..._..... . iave 1„66 bn app6"uon far royhue,.a, a-
violate any of the provisions of this Chapter, in addition to professional engineer or registered land surve-
injunctive procedures set out hereinbefore, shall be guilty of and shall have paid the fee provided for in G.
a misdemeanor, and may, upon conviction, be sentenced to 89C-14, and provided that such a persif
pay a fine (of) not less than one hundred dollars ($100.00), legally qualified by registration to praci
nor more than one thousand dollars ($1,000), or suffer professional engineering or land surveying in
imprisonment for a period not exceeding three months, or own state or country in which the requireme:
both, in the discretion of the court. In no event shall there and qualifications for obtaining a certificate
be representation of or holding out to the public of any registration are satisfactory to the Board,
engineering expertise by unregistered persons. It shall be which case the person shall apply for and 5
the duty of all duly constituted officers of the State and all Board will issue a temporary permit; or
political subdivisions thereof to enforce the provisions of 4. Engaging in engineering or land surveying as
this Chapter and to prosecute any persons violating same. employee or assistant under the responsi:
+ The Attorney General of the State or his assistant shall charge of a professional engineer or register
� act as legal adviser to the board and render such legal land surveyor or as an employee or assistant of
i assistance as may be necessary in carrying out the nonresident professional engineer or a n
provisions of this Chapter. The Board may employ counsel resident registered land surveyor provided for
and necessary assistance to aid in the enforcement of this subdivisions (2) and (3) of this section, provid
+ Chapter, and the compensation and expenses therefor shall that said work as an employee may not inclu
+ be paid from funds of the Board. (1921, c. 1, s. 12; C. S., responsible charge of design or supervision;or
j s. 6055(n); 1951, c. 1084, s. 1; 1975, c.681, s. 1.) 5. The practice of professional engineering or la
surveying by any person not a resident of, ar
§ 89C-24. Corporate or partnership practice of �' having no established place of business in t.`
engineering or land surveying.-A corporation or partnership State, as a consulting associate of a prolessier
may engage in the practice of engineering or land surveying engineer or registered land surveyor register
in this State, provided, however, the person or persons under the provisions of this Chapter; provide
connected with such corporation or partnership in charge of the nonresident is qualified for such professicr
the designing or supervision which constitutes such practice service in his own state or country; or
is or are registered as herein required of professional 6. Practice by members of the armed forces
engineers and registered land surveyors. The same Lemp'Oyees
of the government of Ga U,+i',
exemptions,shall apply to corporations and partnerships as ateswhile engaged in th,e practice //apply to individuals under this Chapter, provided further, ngineeringor land surveying solely for s}that all corporations hereunder shall be subject to the overnment on government owned works ar
provisions of Chapter 55B of the General Statutes of North rojects;0
r

DEPARTMENT OF THE NAVY
ATLANTIC DIVISION,NAVAL FACILITIES ENGINEERING COMMAND
NORFOLK, VIRGINIA
N62470-94-B-4026
NAVFAC
SPECIFICATION
No. 05-94-4026
Appropriation:
YOUTH CENTER
TARAWA TERRACE
AT THE
MCB, CAMP LEJEUNE
JACKSONVILLE, NORTH CAROLINA
D E C E I V E
DESIGN BY: JAN 0 31996 D
Atlantic Division PR OJq D CoUlU 3Naval Facilities Engineering Command
1510 Gilbert Street
Norfolk, Virginia, 23511-2699
These documents have been prepared in accordance with Section
25, paragraph 6, of the North Carolina Engineering and Land
Surveying Act, G.S. 89C regarding the practice of Professional
Engineering.
Signed: m KKf j December 19, 1995
M.D. Mutter P.E. Title Ftyad, Specifications Branch

YOUTH CENTER, TARAWA TERRACE (PREFINAL/KPL) 55944026
SECTION 01561
EROSION AND SEDIMENT CONTROL
10/94
PART 1 GENERAL
1.1 REFERENCES
The publications listed below form a part of this specification to the
extent referenced. The publications are referred to in the text by the
basic designation only.
AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM)
ASTM D3786 1987 Hydraulic Bursting Strength of Knitted Goods
and Nonwoven Fabrics - Diaphragm Bursting Strength
Tester Method
ASTM D4632 1991 Grab Breaking Load and Elongation of
Geotextiles
ASTM D4751 1993 Determining Apparent Opening Size of a
Geotextile
NORTH CAROLINA SEDIMENT CONTROL COMMISSION (NCSCC)
NCSCC ESCM 1993 Erosion and Sediment Control Planning and
Design Manual
1.2 DESCRIPTION OF WORK
The work includes the provision of temporary and permanent erosion control
measures to prevent the pollution of air, water, and land within the
project limits and in areas outside the project limits where work is
accomplished in conjunction with the project.
1.3 SUBMITTALS
Submit the following in accordance with Section 01300, "Submittals. "
1.3 .1 SD-02, Manufacturer's Catalog Data
a. Silt Fence
b. Dust Suppressors
C. Erosion Control Matting
1.3.2 SD-08, Statements
a. Construction Sequence Schedule G
SECTION 01561 PAGE 1

YOUTH CENTER, TARAWA TERRACE (PREFINAL/KPL) 55944026
1.3.2 .1 Construction Sequence Schedule
Submit a Contractor furnished construction work sequence schedule, minimum
of 30 days prior to start of construction. The work schedule shall
coordinate the timing of land disturbing activities with the provision of
erosion control measures to reduce on site erosion and off site
sedimentation. Installation of temporary erosion control features shall be
coordinated with the construction of permanent erosion control features to
assure effective and continuous control of erosion and pollution.
1.4 State Approved Plan
The erosion control plan indicated has been approved by the State. No
additional State review and approval of the erosion control plan is
required, unless the Contractor desires to modify the erosion control plan
indicated. Should the Contractor desire to modify the State approved plan,
a resubmittal to the State, including the State's approval is required
prior to the start of construction. The contractor shall be responsible for
any additional costs and time incurred as a result of the resubmittal of
the previously approved erosion control plan. The contractor shall
anticipate a minimum 45 day review period by the State. Provide and
maintain erosion control measures in accordance with NCSCC ESCM, and as
specified herein.
PART 2 - PRODUCTS
2 .1 SILT FENCE (Max 18 inches high)
2.1.1 STATE STANDARD SILT FENCE
NCSCC ESCM Standard 6 .62, sediment fence (silt fence) .
2.2 SILT FENCE DROP INLET PROTECTION
2 .2 .1 STATE STANDARD DROP INLET PROTECTION
NCSCC ESCM Standard 6.51, using silt fencing.
2.3 CONSTRUCTION ENTRANCE
2 .3 .1 STATE STANDARD CONSTRUCTION ENTRANCE
2 .3 .1.1 Aggregate
NCSCC ESCM, Standard 6.06 .
2.3.1.2 Filter Fabric
A woven or nonwoven polypropylene, nylon, or polyester containing
stabilizers and/or inhibitors to make the fabric resistant to deterioration
from ultraviolet, and with the following properties:
a. Minimum grab tensile strength (ASTM D4632) 200 pounds
b. Minimum grab elongation (ASTM D4632) 220 percent
SECTION 01561 PAGE 2

YOUTH CENTER, TARAWA TERRACE (PREFINAL/KPL) 55944026
at failure
C. Minimum mullen burst strength (ASTM D3786) 430 psi
d. E.O.S. (ASTM D4751) 40-80
2 .4 DUST SUPPRESSORS
Calcium chloride, or other standard manufacturer's spray on adhesives
designed for dust suppression.
2 .5 TEMPORARY SEEDING
2.5.1 STATE STANDARD TEMPORARY SEEDING
Provide seed, lime, and fertilizer in accordance with NCSCC ESCM,
Standard 6 .10. Provide hay or straw mulch.
2 .6 EROSION CONTROL MATTING
Jute, excelsior, or paper matting that has not been bleached or dyed.
Provide matting in minimum 4 feet widths. Staples for anchoring the
matting shall be minimum 11 gage wire, formed into a "U" shape with a
minimum throat width of 1 inch and minimum length of 6 inches after
forming.
2 .6.1 Jute Matting
A uniform open plain weave of single jute yarn providing an average weight
of 0.9 pounds per square yard of matting. Yarn shall be of a loosely
twisted construction and shall not vary in thickness by more than one-half
its normal diameter. Matting shall have openings between strands length-
wise of 0.45 to 0.75 inch, and between strands crosswise of 0.67 to 1.13
inch.
2.6 .2 Excelsior Matting
A machine produced mat of wood excelsior with a minimum of 80 percent of
wood fibers 6 inches in length or longer. The matting shall have an aver-
age weight of 0.75 to 0.85 pounds per square yard with an even fiber dis-
tribution producing a consistent mat thickness, and shall have on one side
a woven fabric. The woven fabric shall be twisted paper cord, cotton cord,
or an extruded plastic mesh with a minimum mesh size of 1 inch by 1 inch
and a maximum mesh size of 1-1/2 inch by 3 inch.
2 .6 .3 Paper Matting
Shall be a knitted polypropylene yarn with uniform openings with biodegrad-
able paper strips continuously interwoven. The matting shall weigh a mini-
mum of 0. 09 pounds per square yard with maximum openings of 3/4 inch and
minimum openings of 1/2 inch.
SECTION 01561 PAGE 3

YOUTH CENTER, TARAWA TERRACE (PREFINAL/KPL) 55944026
2.6.4 Straw Matting
A machine produced straw mat with a minimum thickness of 1/2 inch +/- 1/8
inch. The straw shall be evenly distributed throughout the mat to provide
a minimum average dry weight of .70 pounds per square yard. The topside of
the mat shall be covered with a 3/8 inch biodegradable plastic mesh, with
the mesh attached to the straw by a knitting process using biodegradable
thread.
PART 3 - EXECUTION
3.1 CONSTRUCTION SEQUENCE SCHEDULE
Stabilize areas for construction access immediately with gravel. Install
principal sediment basins and traps before any major site grading takes
place. Provide additional sediment traps, and silt fences as grading
progresses. Provide drop inlet protection around existing drainage
structures, and inlet and outlet protection at the ends of new drainage
systems. Stabilize graded and disturbed areas immediately after grading.
Permanent stabilization shall be provided immediately on areas that have
been final graded. Temporary seeding and mulching shall be provided on
disturbed areas as specified in the paragraph titled "Temporary Seeding. "
Installation of temporary erosion control features shall be coordinated -
with the construction of permanent erosion control features to assure
effective and continuous control of erosion and pollution. Remove temporary
erosion control measures at the end of construction and provide permanent
seeding.
3.2 SILT FENCES
Install posts a maximum of 6 feet on center, and at an angle between 2
degrees and 20 degrees towards the potential silt load area. Silt fence
height shall be 15 to 18 inches. Do not attach filter fabric to existing
tree. Secure filter fabric to the post and wire fabric using staples, tie
wire, or hog rings. Imbed the filter fabric into the ground. Splice
filter fabric at support pole using a 6 inch overlap and securely seal.
Top of the filter fabric shall have a 1 inch tuck or a reinforced top end
section.
3 .3 DROP INLET PROTECTION
Provide stakes evenly spaced around the perimeter of the drop inlet, a
maximum of 3 feet apart. Stakes shall be driven immediately adjacent to the
drainage structure, a minimum of 18 inches into the ground. The fabric
shall be securely fastened to the outside of the stakes, with the bottom of
the fabric placed into a trench and backfilled.
3.4 CURB INLET PROTECTION
Provide wire mesh over the curb inlet opening so at least 12 inches of wire
mesh extends across the inlet cover and at least 12 inches of wire mesh
extends across the gutter from the inlet opening, as indicated. Place
stone on wire mesh against curb inlet.
SECTION 01561 PAGE 4

YOUTH CENTER, TARAWA TERRACE (PREFINAL/KPL) 55944026
3 .5 CONSTRUCTION ENTRANCE
Provide a minimum 50 feet long, 20 feet wide entrance, a minimum of 6
inches thick, at points of vehicular ingress and egress on the construction
site. Construction entrances shall be cleared and grubbed, and then
excavated a minimum of 3 inches prior to placement of the filter fabric and
aggregate. The aggregate shall be placed in a manner that will prevent
damage and movement of the fabric. Place fabric in one piece, where
possible. Overlap fabric joints a minimum of 12 inches.
3 .6 DUST SUPPRESSORS
Immediately dampen the surface before calcium chloride application. Apply
dust suppressors on unsurfaced base, subbase and other unsurfaced travel
ways. Apply calcium chloride at the rate of 1.0 to 1.25 pounds per square
yard of surface for pellets for the initial application. For subsequent
applications of calcium chloride, application rates may be approximately 75
percent of initial application rates. Do not apply when raining or the
moisture conditions exceed that required for proper application. Apply
other dust suppressors in accordance with manufacturers instructions.
Protect treated surfaces from traffic for a minimum of 2 hours after
treatment. Repeat application of dust suppressors as required to control
dust emissions.
3 .7 TEMPORARY SEEDING
3.7.1 Time Restrictions
Within 48 hours after attaining the grading increment specified herein,
provide seed, fertilizer, mulch and water on graded areas when any of the
following conditions occur:
a. Grading operations stop for an anticipated duration of 30 days or
more.
b. Provide on the slopes of cuts and fill slopes for every 5 foot
increment of vertical height of the cut or fill.
C. When it is impossible or impractical to bring an area to finish
grade so that permanent seeding operations can be performed without
serious disturbance from additional grading.
d. Grading operations for a specific area are completed and the
seeding seasons specified for permanent seeding in Section
02930, "Turf" is more than 30 days away.
e. When an immediate cover is required to minimize erosion, or when
erosion has occurred.
f. Provide on erosion control devices constructed using soil
materials.
SECTION 01561 PAGE 5

YOUTH CENTER, TARAWA TERRACE (PREFINAL/KPL) 55944026
3.7.2 Seeding Requirements
3.7.2.1 State Seeding Requirements
Provide seed, lime, and fertilizer in accordance with NCSCC ESCM,
Standard 6.10. Provide hay or straw mulch in an air dried condition, and
secure mulch in place.
3 .7.2.2 Permanent Seeding
Temporary seeding shall be removed, and permanent seeding shall be provided
during the specified planting season as specified in Section 02930,
"Turf" .
3.8 EROSION CONTROL MATTING
Place matting in the direction of the flow of water. The up channel mat-
ting end shall be toed in a narrow trench a minimum of 5 inches deep.
Where one roll of matting ends and a second roll begins, the end of the
upper roll shall be brought over the buried end of the second roll, to
provide a 6 inch overlap. Where matting widths are laid side by side, the
overlap between matting shall be 4 inches. Provide check slots every 50
feet longitudinally in the matting. Construct check slots by providing a
narrow trench 5 inches deep and folding the matting down in to the trench,
across the bottom of the trench, and then back up the trench to the
existing ground Sackfill and compact the trench using the excavated
material from the trench. Staple matting ends, junctions, and check slots
at 10 inches on center. Staple matting outer edges and overlaps and the
center of each matting strip at 3 feet on center. Install excelsior
matting with the woven fabric on top.
3.9 MAINTENANCE AND INSPECTION
Inspect erosion control devices after each rainfall and daily during pro-
longed rainfall. Remove sediment deposits after each rainfall or when
sediment reaches approximately one-half the barrier height. Immediately
repair damaged erosion control devices and damaged areas around and
underneath the devices. Maintain erosion control devices to assure
continued performance of their intended function. Modify the erosion
control plan as required to control problem areas noticed after each
inspection. Modifications shall be approved by the Contracting Officer.
3.10 CLEAN UP
At the completion of the job, or when directed or approved by the contract-
ing Officer, temporary erosion control devices shall be removed. Erosion
control devices and areas immediately adjacent to the device shall be
filled (where applicable) , shaped to drain and to blend into the
surrounding contours, and provided with permanent seeding. Erosion control
devices may remain in place when approved by the contracting officer.
--End of Section--
SECTION 01561 PAGE 6

YOUTH CENTER, TARAWA TERRACE (PREFINAL/KPL) 55944026
SECTION 02930
TURF
O6/93
PART 1 GENERAL
1.1 REFERENCES
The publications listed below form a part of this specification to the
extent referenced. The publications are referred to in the text by the
basic designation only.
AMERICAN SOD PRODUCERS ASSOCIATION (ASPA)
ASPA GSS 1988 Guideline Specifications for Sodding
AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM)
ASTM C 602 1990 Agricultural Liming Materials
ASTM D 4427 1984 Peat Samples by Laboratory Testing
ASTM E 11 1987 Wire-Cloth Sieves for Testing
Purposes
DEPARTMENT OF AGRICULTURE (DOA)
DOA FSA January 1985 Federal Seed Act Rules and
Regulations of the Secretary of Agriculture
DOA SSIR April 1984 Soil Survey Investigation
Report No. 1, Soil Survey Laboratory Methods
and Procedures for Collecting Soil Samples,
Soil Conservation Service
1.2 DEFINITIONS
1.2.1 Pesticide
Soil fumigants, herbicides, insecticides and fungicides.
1.2.2 Stand of Turf
95 percent ground cover of the established species.
1.3 SUBMITTALS
Submit the following in accordance with Section 01300, "Submittals. "
1.3.1 SD-10, Test Reports
a. Topsoil composition tests G
SECTION 02930 PAGE 1

YOUTH CENTER, TARAWA TERRACE (PREFINAL/KPL) 55944026
Submit reports for test specified in DOA SSIR.
1.4 DELIVERY, STORAGE, AND HANDLING
1.4 .1 Delivery
1.4.1.1 Seed and Sod Protection
Protect from drying out and from contamination during delivery, on-site
storage, and handling.
1.4 . 1.2 Fertilizer and Lime Delivery
Deliver to the site in original, unopened containers bearing manufacturer's
chemical analysis, name, trade name, trademark, and indication of
conformance to state and federal laws. Instead of containers, fertilizer
and lime may be furnished in bulk with certificate indicating the above
information.
1.4.1.3 Pesticide Delivery
Deliver to the site in the original unopened containers with legible label
indicating Environmental Protection Agency (EPA) registration number and
manufacturer's registered uses.
1.4 .2 Storage
1.4 .2.1 Sod Storage
Lightly sprinkle with water, cover with moist burlap, straw, or other
approved covering; and protect from exposure to wind and direct sunlight
until planted. Provide covering that will allow air to circulate so that
internal heat will not develop.
1.4.2 .2 Seed, Lime, and Fertilizer Storage
Store in cool, dry locations away from contaminants.
1.4.2 .3 Pesticide Storage
Do not store with other landscape materials.
1.4.2 .4 Topsoil
Prior to stockpiling topsoil, treat growing vegetation with application of
appropriate specified non-selective herbicide. Treat when foliage is 6 to
10 inches high and approximately 4 to 6 weeks prior to stockpiling.
1.4 .3 Handling
Do not drop or dump materials from vehicles.
SECTION 02930 PAGE 2

YOUTH CENTER, TARAWA TERRACE (PREFINAL/KPL) 55944026
1.5 TIME RESTRICTIONS AND PLANTING CONDITIONS
1. 5.1 Planting Dates
1.5.1.1 Seed
Sow seed from 1 May to 31 July for Season 1 planting, 15 August to 15
October for Season 2 planting, and from 6 October to 30 April for Season 3
planting. Seeding during season 3 is for temporary ground cover which must
later be replaced by season 1 plantings for a permanent stand of grass.
1.5.1.2 Sod
Place sod from 1 May to 31 July.
1.5.2 Restrictions
Do not plant when the ground is frozen, snow covered, or muddy.
1.6 TIME LIMITATION FOR SOD
Limit the time between harvesting and placing sod as specified in paragraph
entitled "Placing. "
1.7 EXTENT OF WORK
Provide seedbed preparation, topsoiling, fertilizing, seeding/sodding, and
mulching of all newly graded finished earth surfaces, unless indicated
otherwise, and at all areas inside or outside the area of construction that
are disturbed by the Contractor's operations.
PART 2 PRODUCTS
2 .1 SEED
2.1.1 Classification
State-certified of the latest season's crop delivered in original sealed
packages, bearing producer's guaranteed analysis for percentages of
mixtures, purity, germination, weedseed content, and inert material. Label
in conformance with DOA FSA and applicable state seed laws. Wet,
moldy, or otherwise damaged seed will be rejected. Field mixes will be
acceptable when field mix is performed on site in the presence of the
Contracting Officer.
2.1.2 Composition
Planting Season Variety Percent (by Weight)
Season 1 Common Bermuda (Hulled) 100
Season 2 Fescue (Ky31) 50
Centipede (Unhulled) 50
Season 3 Annual Rye 100
SECTION 02930 PAGE 3

YOUTH CENTER, TARAWA TERRACE (PREFINAL/KPL) 55944026
Proportion seed mixtures by weight.
2.2 SOD
2 .2 .1 Classification
Nursery grown as classified in the ASPA GSS. Machine cut sod at a
uniform thickness of 3/4 inch within a tolerance of 1/4 inch, excluding top
growth and thatch. Each individual sod piece shall be strong enough to
support its own weight when lifted by the ends. Broken pads, irregularly
shaped pieces, and torn or uneven ends will be rejected. wood pegs and wire
staples for anchorage shall be as recommended by sod supplier.
2.2 .2 Composition
Centipede; 100% by weight.
2 .3 TOPSOIL
2.3.1 Existing Soil
Modify existing soil to conform to the requirements specified in paragraph
entitled "Composition. "
2 .3.2 On-Site Topsoil
Reusable surface soil stripped and stockpiled on site if requirements
specified for topsoil in paragraph entitled "Composition" are met.
2 .3 .3 Off-Site Topsoil
Conform to requirements specified in paragraph entitled "Composition. "
Additional topsoil shall be provided by the Contractor.
2.3.4 Composition
Containing from 5 to 20 percent organic matter as determined by the
topsoil composition tests of the Organic Carbon, 6A, Chemical Analysis
Method described in DOA SSIR. Maximum particle size, 3/4 inch, with
maximum 3 percent retained on 1/4-inch screen. Other components shall be
within the following percentages:
Silt 25-50
Clay - 10-30
Sand 20-35
PH 5 to 7.6
Soluble Salts 600 ppm maximum
2.4 pH ADJUSTERS
SECTION 02930 PAGE 4

YOUTH CENTER, TARAWA TERRACE (PREFINAL/KPL) 55944026
2.4 .1 Lime
ASTM C 602, commercial agricultural limestone containing a minimum of
94 percent of total carbonates, 80 percent calcium, and 14 percent
magnesium. Provide the following ASTM E 11 gradation: minimum 86
percent passing the No. 20 sieve and 28 percent passing the No. 100 sieve.
2 . 5 SOIL CONDITIONERS
Provide singly or in combination as required to meet specified requirements
for topsoil. Soil conditioners shall be nontoxic to plants.
2 .5.1 Peat
Sphagnum moss peat derived from a freshwater site and conforming to ASTM
D 4427 as modified herein. Shred and granulate peat to pass 1/2-inch
mesh screen and condition in storage pile for minimum 6 months after
excavation.
2.5.2 Sand
Clean and free of materials harmful to plants.
2 .5.3 Perlite
Horticultural grade.
2 .5.4 vermiculite
Horticultural grade.
2.6 FERTILIZER
2 .6 .1 Commercial Grade Fertilizer
Grandular fertilizer shall be a slow release type with 20 percent nitrogrn,
10 percent phosphorus, and 10 percent potash. A minimum of 50 percent of
the nitrogen shall be water insoluble.
2.7 MULCHES
Free from, noxious weeds, mold, and other deleterious materials.
2.7.1 Wood Cellulose Fiber Mulch
Processed to contain no growth or germination-inhibiting factors and dyed
an appropriate color to facilitate visual metering of materials
application. Composition on air-dry weight basis: 9 to 15 percent
moisture, pH range from 3 .5 to 5.0. Use with hydraulic application of
grass seed and fertilizer.
2 .8 WATER
Suitable quality for irrigation.
SECTION 02930 PAGE 5

YOUTH CENTER, TARAWA TERRACE (PREFINAL/KPL) 55944026
PART 3 EXECUTION
3.1 PREPARATION
3 .1.1 Location
Provide sod around the Youth Center, as indicated; and provide grass seed
or sod at all other areas.
3 .1.2 Subgrade
After areas required to be turfed have been brought to the required
subgrade, thoroughly till to minimum depth of 6 inches by scarifying,
disking, harrowing, or other approved methods. Remove debris and stones
larger than one inch in any dimension remaining on surface after tillage.
3.1.3 Topsoiling
Immediately prior to placing topsoil, scarify subgrade to a 2-inch depth
for bonding of topsoil with subsoil. Spread topsoil evenly to a minimum
depth of 4 inches. Do not spread topsoil when frozen or excessively wet or
dry. Correct irregularities in finished surfaces to eliminate depressions.
Protect finished topsoil areas from damage by vehicular or pedestrian
traffic.
3 .1.4 Fertilizer and Lime
Base bids on providing the following quantities of lime. Prior to seeding,
the topsoil shall be tested for the requirements specified in the paragraph
Topsoil Composition, and the final quantities of lime provided shall be
based on the results of the topsoil testing. Apply fertilizer at the rate
of 23 pounds per 1000 square feet. Apply lime at the rate of 23 pounds per
1000 square feet.
3 .1.4.1 Hydroseeding
Apply liquid fertilizer in amounts sufficient to promote the specified
stand of turf. Apply lime manually during subgrade preparation.
3.2 SEEDING
Seed by hydroseeding.
3.2.1 Seeding Seasons, Conditions, and Method
Immediately before seeding, restore soil to the proper grade. Do not seed
when ground is muddy , frozen, snow covered, or in an unsatisfactory
condition for seeding. If special conditions exist that may warrant a
variance in the above seeding dates or conditions, submit a written request
to the Contracting Officer stating the special conditions and proposed
variance. Apply seed within 24 hours after seedbed preparation. Sow seed
with approved sowing equipment. Sow one-half the seed in one direction, and
sow remainder at right angles to the first sowing.
SECTION 02930 PAGE 6

YOUTH CENTER, TARAWA TERRACE (PREFINAL/KPL) 55944026
3 .2.2 Hydroseeding
Mix seed, fertilizer and wood cellulose fiber in required amount of water
to produce a homogeneous slurry. Add wood cellulose fiber after after seed,
water and fertilizer have been thoroughly mixed and apply at the rate of
200 pounds per acre dry weight. When hydraulically sprayed on the ground,
material shall form a blotterlike cover impregnated uniformily with grass
seed. Immediately following the application of the slurry mix, make
separate application of wood cellulose mulch at the rate of 800 pounds, dry
weight, per acre. Cover shall allow rainfall or applied water to percolate
to underlying soil.
3.2 .3 Mulch
Spread evenly at the rate of 2000 pounds tons per acre. Anchor by crimping
mulch with serrated disc.
3 .2.4 Rolling
Immediately after seeding, firm entire area except for slopes in excess of
3 to 1 with a roller not exceeding 90 pounds for each foot of roller width.
If seeding is performed with cultipacker-type seeder, rolling may be
eliminated.
3.3 SODDING
3.3 .1 Placing
Place sod a maximum of 36 hours after initial harvesting, in accordance
with ASPA GSS as modified herein. Thoroughly moisten areas to be
sodded immediately prior to placing sod.
3 .3.2 Sodding Slopes and Ditches
For slopes 2 :1 and greater, lay sod with long edge parallel to slope. For
V-ditches and flat bottomed ditches, lay sod with long edge parallel to
flow of water. Anchor each piece of sod with wood pegs or wire staples
maximum 2 feet on center. On slope areas, start sodding at bottom of the
slope.
3.3.3 Finishing
After completing sodding, blend edges of sodded area smoothly into
surrounding area.
3 .3 .4 Watering
Start watering immediately after completing each day's sodding. Apply
water at a rate sufficient to ensure thorough wetting of soil to minimum
depth of 4 inches.
SECTION 02930 PAGE 7

YOUTH CENTER, TARAWA TERRACE (PREFINAL/KPL) 55944026
3.4 PROTECTION OF TURF AREAS
Immediately after turfing, protect area against traffic and other use.
3.5 RESTORATION
Restore to original condition existing turf areas which have been damaged
during turfing operations. Keep clean at all times at least one paved
pedestrian access route and one paved vehicular access route to each
building. Clean other paving when work in adjacent areas is complete.
3.6 TURF ESTABLISHMENT PERIOD
3.6 .1 Period Parameters
Turf establishment period will be in effect until turf has been mowed
three times.
3.6 .2 Maintenance During Turf Establishment Period
3 .6 .2.1 Mowing
Mow turfed area to an average height of 1-1/2 inches when average height of
grass becomes 3 inches for season 1 planting and to an average height of
2-1/2 inches whenever the average height of grass reaches 4 inches for
season 2 and season 3 planting.
3.6.2 .2 Promotion of Turf Growth
Mow, remove excess clippings, eradicate weeds, water, fertilize, overseed,
and perform other operations necessary to promote turf growth.
3.7 FIELD QUALITY CONTROL
3 .7.1 Final Inspection and Acceptance
Final inspection will be made upon written request from the Contractor at
least 10 days prior to the last day of the turf establishment period.
Final acceptance will be based upon a satisfactory stand of turf.
3.7.2 Replanting
Replant within specified planting dates areas which do not have a
satisfactory stand of turf.
-- End of Section --
SECTION 02930 PAGE 8

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YOUTH CENTER
TARAWA TERRACE
MCB, CAMP LEJEUNE, NC
EROSION CONTROL AND STORMWATER
MANAGEMENT CALCULATIONS
PREPARED BY:
ATLANTIC DIVISION NAVAL FACILITIES
ENGINEERING COMMAND
NORFOLK, VIRGINIA
NOVEMBER, 1995
NOR 68 ATER
D
E C E I V E
JAN 0 3 1996 D
DE 00�
PROJ #

UK
YOUTH CENTER TARAWA TERRACE
MCB CAMP LEJEUNE, NC
TABLE OF CONTENTS:
1 - NARRATIVE
2 - VICINITY MAP
3 - STORM DRAINAGE CALCULATIONS
4 - STORMWATER MANAGEMENT CALCULATIONS
5 - STORM DRAINAGE AREAS PLAN
6 - MAINTENANCE SCHEDULE
7 - SUMMARY

NARRATIVE
PROJECT DESCRIPTION
The purpose of this project is to construct a 15,240 square foot youth center facility.
The project includes a parking lot and supporting utilities. The total pond drainage area is
approximately 3.7 acres, which includes 2.0 acres of development (disturbed) area and 1.7
acres of adjacent off site area. The proposed building site is located on the south east side of
the intersection of Inchon Street and Iwo Jima Boulevard, adjacent to the pool site.
SITE DESCRIPTION
The existing site slopes at about 5% from both the east and west to the middle of the
site. The overland flow is currently collected into a 36" diameter reinforced concrete storm
pipe through four catch basins. The site was caving in around the catch basins at the time of
the survey (April 1994). These areas have now been filled in and seeded. The storm water
flows south approximately 400' from the last inlet on site out of a headwall and into an
existing ditch. The ditch outflows approximately 700' south into Northeast Creek.
The existing site has six monitoring wells. Two wells will be closed and relocated on
another part of the site. The nearest known water well is approximately 145' north of the site.
SOILS
The soils existing on the site are generally described as follows- 6 inches of dark
brown sandy Silt with roots (topsoil) overly a firm to very stiff gray mottled orange Clay. The
Clay varies from being of low to high plasticity (CL to CH) and extends to depths of between
3 and 6 feet below the ground surface, except in the area of boring B-3 where a clayey Sand
(SC) exists to a depth of 4 feet in lieu of the Clay. On the northern half of the site the Clay
either extends to approximately 6 feet depth or overlies a clayey Sand (SC) which extends to
approximately 6 feet depth, and on the southern half of the site the Clay or a clayey Sand (SC)
extends to approximately 4 feet depth. Underlying these strata is a silty fine Sand (SM or SP-
SM). The silt content of the silty Sand decreases with increasing depth, with a maximum of
10% by weight silt being a component of the Sand (SP) at depths greater than 13 feet depth.
This stratum extends to 40 feet depth (depth of boring termination).
Groundwater is expected to be encountered in excavations at a depth of approximately
6 feet below the surface. The erosion hazard of the surface soils on the site is considered
moderate. Due to the relatively high clay content of the uppermost 4 feet of surface soils
across the site, the infiltration/permeability capability of these soils is low. These clayey soils
are described as being moist in their undisturbed state, and are expected to result in trapped
water existing on the ground surface in depressed areas of the site for extended periods of
time following rainfall. The underlying sands have moderate infiltration/permeability
capability. Permeability of the sands at depths greater than 5 feet below the existing ground
surface in the vicinity of the proposed detention pond is expected to be moderately rapid.

PLANNED EROSION AND SEDIMENT CONTROL PRACTICES
1. Temporary Gravel Construction Entrance: A temporary gravel construction
entrance will be provided off of Iwo Jima Boulevard at the entrance to the proposed parking
lot.
2. Inlet Protection: All proposed and existing inlet structures within the construction
limits will be protected using the Fabric Drop Inlet Protection or Block and Gravel Inlet
Protection.
3. Temporary Sediment Fence: A temporary sediment fence will be provided on the
west side of the proposed parking lot and building to keep debris and soil from flowing into
the road.
4. Temporary Sediment Containment: The stormwater management pond may be
used for temporary sediment containment during construction.. The pond will be cleaned of all
eroded materials, trash, and sediment at completion of project.
5. Headwall Outfall: The detention pond will discharge directly into the existing 36"
diameter reinforced concrete storm pipe. The pond is designed to remove 90% of the total
suspended solids of the first 1" of runoff. The existing downstream outfall of the existing
storm sewer system consists of a permanent headwall with stone erosion control.

a�
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CAMP LEJEUNE

I f
STORM DRAINAGE CALCULATIONS
DESIGN PARAMETERS
The storm drainage calculations were computed using the HYDRAIN - Integrated
Drainage Design Computer System.
The HYDRO program was used to complete the hydrologic analysis. HYDRO was
used to create an IDF (intensity duration frequency) curve from the latitude and longitude of
Jacksonville, NC. This curve was compared to the curve for Hatteras and found to be more
conservative.
The HYDRA program was used to design and analyze the storm sewer system. The
rational method was used for this storm sewer system. Results show that the pipes will carry
the flow at permissible velocities, with adequate cover, and the top of grates are above the
hydraulic gradeline elevations.
See following pages for results.

1 1
***** HYDRO ***** (Version 5 . 0) ***** Date 10-25-95
Page No 2
IDF MCB LEJUENE, JACKSONVILLE, NC
------------------------------------
IDF Curve for Various Return Periods
------------------------------------
Intensities (in/hr)
Duration 10 Yr 2 Yr 5 Yr 25 Yr 50 Yr 100 Yr
-----------------------------------------------------------------------------
5 min 8 . 068 6 . 525 7 .449 8 . 917 9 . 549 10 . 154
10 min 6 . 741 5 . 288 6 . 152 7 . 561 8 . 179 8 . 778
15 min 5 . 819 4 .429 5 . 251 6 . 619 7 . 228 7 . 822
30 min 4 . 295 3 . 156 3 . 825 4 . 967 5 .485 5 . 997
60 min 2 . 854 2 . 043 2 . 517 3 .342 3 . 722 4 . 100
120 min 1 . 841 1 . 318 1 . 624 2 . 156 2 .401 2 . 645
4 hrs 1 . 075 . 770 . 948 1 . 259 1 .402 1 . 545
8 hrs . 587 . 420 . 518 . 687 . 765 . 843
16 hrs . 308 . 220 . 271 . 360 . 401 . 442
24 hrs . 208 . 149 . 184 . 244 . 272 . 299
---------- ---- ---------------------------------------------------------------
J 0-VF R RFFTT7RN PERT(�D_
Intensity Curve for 10 Year Return Period
Rainfall Intensity (in/hr) versus Duration (hrs)
8 . 07* . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
*
6 . 05 .
*
4 . 03 . *
*
2 . 02 .
*
*
* *
. 00 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . *
. 00 6 . 00 12 . 00 18 . 00 24 . 00
File Created on Intermediate Directory: LEJEUNE. IDF
*** END OF RUN

*************** HYDRO - Version 5 . 0 ***************
* HEC19 / Design Event vs Return Period Program
* Date of Run: 10-25-95
Page No 1
IDF MCB LEJUENE, JACKSONVILLE, NC
--- Input File : C: \HYDRO\LEJEUNE.HDO
IDF 10-YEAR RETURN PERIOD
__= IDF CURVE Option Selected . . .
LOC 34 40 77 20
--- The Latitude is 34 degrees, 40 minutes .
--- The Longitude is 77 degrees, 20 minutes .
RPD 10
--- The Selected Return Period is 10 years .
*** End of Command File
*** Warning *** Less than four points were used from
the Rainfall Data Base -- Check Results
*** Warning *** Less than four points were used from
the Rainfall Data Base -- Check Results
*** Warning *** Less than four points were used from
the Rainfall Data Base -- Check Results
*** Warning *** Less than four points were used from
the Rainfall Data Base -- Check Results
*** Warning *** Less than four points were used from
the Rainfall Data Base -- Check Results
*** Warning *** Less than four points were used from
the Rainfall Data Base -- Check Results
*** Warning *** Less than four points were used from
the Rainfall Data Base -- Check Results

Appendices
20
15
o Wilmington
8
6'
L '
L 4
G j
T i I I I i •ye I I I
m I 'o
s
0.B
—° 0.6
¢ 04
ct I Li
510
20 40 60 2 3 4 6 8 12 18 24
Minutes Hours
Duration
Figure 8.03b Rainfall intensity duration curves—Wilmington.
2J
15; j
o Hatteras I
s
6 R
o e/
N 4
e�
t -- f— 'o
2 j ?5
.
A l !
I i i
S 08
m 0.6
C I I
I I �
1 I I
0.21'T-j
I
01
5 10 20 40 60 2 3 4
6 8 12 18 24
Minutes Hours
Duration
Figure 8.03c Rainfall intensity duration curves—Hatteras.
8.03.5

JOB9F4027 YOUTH CENTER Q LEJEUNE/ STORM SEWER DESIGN
REMSTORM SEWER & HYDRAULIC GRADE LINE ANALYSIS
SWI2
PDAO . 013 12 3 1 . 5 2 . 5 0 . 001
RAILEJEUNE . IDF
TWE17 . 90
HGL1
NEWNORTHERN BRANCH
REMINLET A
STO. 20 . 95 5
PIP52 21 . 9 22 . 0 18 . 58 18 .42 -12
PNC1 2 3 90 0 0
REMINLET B
STO. 43 . 94 5
PIP50 22 . 0 22 . 5 18 .42 18 . 37 -21
PNC2 3 3 90 0 0
REMINLET C
STO. 81 . 25 25
PIP250 22 . 5 21 . 4 18 . 37 18 . 05 -21
PNC3 6 3 90 0 0
HOLl
NEWNOUTHERN BRANCH
REMINLET E
STO. 55 . 20 15
PIP58 21 . 0 21 . 0 18 . 53 18 . 37 -12
PNC4 5 3 118 0 0
REMINLET F
STO. 37 . 27 15
PIP129 21 . 0 21 . 4 18 . 37 18 . 05 -12
PNC5 6 3 90 0 0
REMINLET D
STO. 60 . 25 25
REC1
PIP48 21 . 4 21 . 0 18 . 05 18 . 00 -21
PNC6 7 3 90 0 0
REMINLET G
STO. 39 . 57 15
PIP40 21 . 0 20 . 0 18 . 00 17 . 94 -24
PNC7 8 0 180 2
PFSO 6O 10 2 . 0 0 0 0 30 . 05
END

****** HYDRA ******* (Version 5 . 0) ***** Date 12-28-95
Page No 1
9F4027 YOUTH CENTER @ LEJEUNE/ STORM SEWER DESIGN
+++ Commands Read From File C : \HYDRA\4027-3 .HDA
JOB
REMSTORM SEWER & HYDRAULIC GRADE LINE ANALYSIS
SWI2
PDA0 . 013 12 3 1 . 5 2 . 5 0 . 001
RAILEJEUNE . IDF
IDF CURVE
. 81E+01* . . . . . . . . . YE6R 8C_TUR+J PEr2)pD
. 61E+01 .
*
.40E+01 . *
*
. 20E+01 .
*
*
* *
. 00E+00* . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
*
5 . 210 . 415 . 620 . 825 . 1030 . 1235 . 144
PLOT-DATA (TIME Vs .VALUE)
--- --5 8 . 07 60 . 2 . 85 960 . . 31 0 . . 00
- ----- ---- - --- ---- -- ----- ------ --- 0 . 00
10 . 6 . 74 120 . 1 . 84 1440 . . 21 0 . . 00 0 . . 00
15 . 5 . 82 240 . 1 . 08 0 . . 00 0 . . 00 0 . . 00
30 . 4 . 30 480 . . 59 0 . . 00 0 . . 00 0 . . 00
--------------------------------------------- - ------------------------ ----------
TWE17 . 90
HGL1
NEWNORTHERN BRANCH
REMINLET A
STO. 20 . 95 5
PIP52 21 . 9 22 . 0 18 . 58 18 . 42 -12
+++ Tc = 5 . 0 minutes
+++ CA = . 2
+++ Link # 1, Flow depth = . 66 ft

****** HYDRA ******* (Version 5 . 0) ***** Date 12-28-95
Page No 2
9F4027 YOUTH CENTER @ LEJEUNE/ STORM SEWER DESIGN
PNC1 2 3 90 0 0
REMINLET B
STO.43 . 94 5
PIP50 22 . 0 22 . 5 18 . 42 18 . 37 -21
+++ Tc = 5 . 3 minutes
+++ CA = . 6
+++ Link # 2 , Flow depth = 1 . 37 ft
PNC2 3 3 90 0 0
REMINLET C
STO. 81 . 25 25
PIP250 22 . 5 21 .4 18 . 37 18 . 05 -21
+++ Larger flow from subarea ---> Tc = 5 . 7 minutes
+++ Readjusting sum of C*A ---> Unadjusted CA = . 8
+++ CA = . 6
+++ Link # 3 , Flow depth = 1 . 30 ft
PNC3 6 3 90 0 0
HOL1
NEWSOUTHERN BRANCH
REMINLET E
STO. 55 . 20 15
PIP58 21 . 0 21 . 0 18 . 53 18 . 37 -12
+++ Tc = 15 . 0 minutes
+++ CA = . 1
+++ Link # 4 , Flow depth = . 41 ft
PNC4 5 3 118 0 0
REMINLET F
STO. 37 . 27 15
PIP129 21 . 0 21 . 4 18 . 37 18 . 05 -12
+++ Tc = 15 . 4 minutes
+++ CA = . 2
+++ Link # 5, Flow depth = . 61 ft
PNC5 6 3 90 0 0
REMINLET D
STO. 60 . 25 25
REC1
PIP48 21 . 4 21 . 0 18 . 05 18 . 00 -21
+++ Tc = 25 . 0 minutes
+++ CA = 1 . 0
+++ Link # 6 , Flow depth = 1 . 35 ft
PNC6 7 3 90 0 0
REMINLET G
STO. 39 . 57 15
PIP40 21 . 0 20 . 0 18 . 00 17 . 94 -24
+++ Tc = 25 . 3 minutes
+++ CA = 1 . 2
+++ Link # 7 , Flow depth = 1 . 20 ft
PNC7 8 0 180 2

****** HYDRA ******* (Version 5 . 0) ***** Date 12-28-95
Page No 3
9F4027 YOUTH CENTER @ LEJEUNE/ STORM SEWER DESIGN
END
END OF INPUT DATA.

****** HYDRA ******* (Version 5 . 0) ***** Date 12-28-95
Page No 4
9F4027 YOUTH CENTER @ LEJEUNE/ STORM SEWER DESIGN
*** NORTHERN BRANCH Analysis of Existing Pipes
Invert Depth Cover Velocity --Flow- - -Solutions-
Link Length Diam Up/Dn Slope Up/Dn Up/Dn Act/Full Act/Full Load Remove Diam
(ft) (in) (ft) (ft/ft) (ft) (ft) (ft/sec) (cfs) (%) (cfs) (in)
-- - ------- --- - ---- ---- ---------------------------- - -- -- ---- --- - - -- -- ------- ---
Rio B 1 52 12 18 . 58 . 00308 3 . 3 2 . 2 2 . 8 1 . 53 77
18 . 42 3 . 6 2 . 5 2 . 5 1 . 98
B 10 G 2 50 21 18 .42 . 00100 3 . 6 1 . 7 2 . 4 4 . 74 94
18 . 37 4 . 1 2 . 2 2 . 1 5 . 02
C'to D3 250 21 18 . 37 . 00128 4 . 1 2 . 2 2 . 7 5 . 05 89
18 . 05 3 . 4 1 . 5 2 . 4 5 . 68
- --------- - ------ --- -- ------- ----------- - - -------- - -- ----- - - - ------------- - ---
LENGTH = 352 . TOTAL LENGTH = 352 .
*** SOUTHERN BRANCH Analysis of Existing Pipes
Invert Depth Cover Velocity --Flow-- -Solutions-
Link Length Diam Up/Dn Slope Up/Dn Up/Dn Act/Full Act/Full Load Remove Diam
(ft) (in) (ft) (ft/ft) (ft) (ft) (ft/sec) (cfs) (%) (cfs) (in)
----- ------- - - ---------- ---------------- - -- -- - -- - --- - - --- ------ - - --- ------ - - --
FfV r4 58 12 18 . 53 . 00276 2 . 5 1 . 4 2 . 2 . 64 34
18 . 37 2 . 6 1 . 5 2 . 4 1 . 88
Fio D 5 129 12 18 . 37 . 00248 2 . 6 1 . 5 2 . 4 1 . 21 68
18 . 05 3 .4 2 . 3 2 . 3 1 . 78
Dto 61 6 48 21 18 . 05 . 00104 3 . 4 1 . 5 2 .4 4 . 80 94
18 . 00 3 . 0 1 . 1 2 . 1 5 . 13
61fg 47 40 24 18 . 00 . 00150 3 . 0 . 8 3 . 0 5 . 83 66
17 . 94 2 . 1 - . 1 2 . 8 8 . 79
------ -- -- -------- -- ------ - - - - - ------ ----- --- - -- -- -- -------- ---- --------- - ----
LENGTH = 275 . TOTAL LENGTH = 627 .

****** HYDRA ******* (Version 5 . 0) ***** Date 12-28-95
Page No 5
9F4027 YOUTH CENTER @ LEJEUNE/ STORM SEWER DESIGN
Hydraulic Gradeline Computations
Down- Hydraulic
Minor
Link stream Gradeline Crown Possible Ground Super- Loss
# Node # Elevation Elev. Surcharge Elev. critical Coef .
---- ---- ---------- ------------ - -- - ---------- ------- ------ --- --------- ---
1 R 2 B 19 . 83 19 .42 Y 22 . 00 N . 17
2 Pj 3C. 19 . 77 20 . 12 N 22 . 50 N . 57
3 (2, 6 Q 19 . 45 19 . 80 N 21 . 40 N . 65
4 E 5 F 19 . 60 19 . 37 Y 21 . 00 N . 47
5 6 D 19 . 41 19 . 05 Y 21 . 40 N . 12
6 Q 7 C-) 19 . 34 19 . 75 N 21 . 00 N .40
. 00
7 ------ -- --- ----19 . 13---- - -19_94-- -----N-------20_00- ----N------- ----
Minor
Terminal Hydraulic Gradeline Ground Loss
Link # Node # Elevation Elevation Coef .
- - ------ -- ------ ---- --------- -- - ----- - --- - -- ------- --------
1 1 20 . 11 21 . 90 1 . 50
4 4 19 . 73 21 . 00 1 . 50
----- --- ---- - - ------- ----- -- - -- - -- ---- -- -- -------------- ---

****** HYDRA ******* (Version 5 . 0) ***** Date 12-28-95
Page No 6
9F4027 YOUTH CENTER @ LEJEUNE/ STORM SEWER DESIGN
Pressurized Flow Simulations
Total Simulation time : 60 minutes
Incremental time : 2 minutes
Length of integration step : 2 . seconds
Initial time . 00 minutes
Surcharge variables : ITMAX 30 iterations
SURTOL . 050
Printed output at the following 0 junctions
and for the following 0 pipes
Pipe Characteristics
Max.
Pipe Length Area Manning Width Depth Junctions Invert Height
Number (ft) (sq ft) "n" (ft) (ft) at Ends above Junctions
------ ------ - ------ ------- ----- ----- -- - ------ -------------- -
1 52 . . 79 . 013 1 . 00 1 . 00 1 2 . 00 . 00
2 50 . 2 . 41 . 013 1 . 75 1 . 75 2 3 . 00 . 00
3 250 . 2 . 41 . 013 1 . 75 1 . 75 3 6 . 00 . 00
4 58 . . 79 . 013 1 . 00 1 . 00 4 5 . 00 . 00
5 129 . . 79 . 013 1 . 00 1 . 00 5 6 . 00 . 00
6 48 . 2 . 41 . 013 1 . 75 1 . 75 6 7 . 00 . 00
7 40 . 3 . 14 . 013 2 . 00 2 . 00 7 8 . 00 . 00
Junction Characteristics
Junction Ground Crown Invert Connecting Pipes
Number Elev. Elev. Elev.
-------- --- --- -- ---- ------ -------- - - ------
1 21 . 90 19 . 58 18 . 58 1
2 22 . 00 20 . 17 18 .42 1 2

****** HYDRA ******* (Version 5 . 0) ***** Date 12-28-95
Page No 7
9F4027 YOUTH CENTER @ LEJEUNE/ STORM SEWER DESIGN
Junction Characteristics
Junction Ground Crown Invert Connecting Pipes
Number Elev. Elev. Elev.
--- ----- - - ---- ---- -- ------ -------- ------- -
6 21 . 40 19 . 80 18 . 05 3 5 6
7 21 . 00 20 . 00 18 . 00 6 7
8 20 . 00 19 . 94 17 . 94 7
+++ Outfall control water-surface elev = 17 . 90 feet
Summary of initial heads, flows and velocities
Initial heads, flows and velocities are zero
Junction Hydrographs Obtained by Simplified Rational Formula
Junction Triangle Hydrograph
Number Time (min) /Inflow (cfs)
- --- -- - ------ ---- - --------- -- ---------------- ------ - --------- - ----
1 . 00/ . 00 5 . 00/ 1 . 53 10 . 00/ . 00
2 . 00/ . 00 5 . 00/ 3 . 26 10 . 00/ . 00
3 . 00/ . 00 25 . 00/ . 97 50 . 00/ . 00
4 . 00/ . 00 15 . 00/ . 64 30 . 00/ . 00
5 . 00/ . 00 15 . 00/ . 58 30 . 00/ . 00
6 . 00/ . 00 25 . 00/ . 72 50 . 00/ . 00
7 . 00/ . 00 15 . 00/ 1 . 29 30 . 00/ . 00
--------------------------------- --------------------------- ------
Summary of Junction Results
Ground Uppermost Feet Max. Time Feet of Length
/Invert Pipe crown Computed of Surcharge of
Junction Elev. Elev. Water Surface Occurence at Max. Surcharge
Number (ft) (ft) Elev (hr:min) Depth (min)
------ -- --- ---- ---------- ----------------------- --------- ---------

****** HYDRA ******* (Version 5 . 0) ***** Date 12-28-95
Page No 8
9F4027 YOUTH CENTER @ LEJEUNE/ STORM SEWER DESIGN
Summary of Junction Results
Ground Uppermost Feet Max. Time Feet of Length
/Invert Pipe crown Computed of Surcharge of
Junction Elev. Elev. Water Surface Occurence at Max. Surcharge
Number (ft) (ft) Elev (hr:min) Depth (min)
--- ----- -- ----- ---------- ---------- --------- - - -- --- --- -- -
2 22 . 00 20 . 17 19 . 60 0 : 6 . 00 . 00
18 . 42
3 22 . 50 20 . 12 19 .48 0 : 5 . 00 . 00
18 . 37
4 21 . 00 19 . 53 19 . 29 0 : 6 . 00 . 00
18 . 53
5 21 . 00 19 . 37 19 . 22 0 6 . 00 . 00
18 . 37
6 21 . 40 19 . 80 19 . 11 0 6 . 00 . 00
18 . 05
7 21 . 00 20 . 00 18 . 99 0 7 . 00 . 00
18 . 00
8 20 . 00 19 . 94 18 . 75 0 7 . 00 . 00
17 . 94
- ------------- --- --------- - - -------------------------- ----- ---- - ---- --- - -
Summary of Pipe Results
Pipe Maximum Time Ratio of Max. Depth above
Design Vertical Computed of Max. to Invert Pipe Ends
Pipe Flo/Vel Depth Flo/Vel Occurence Design Up Dn
Number cfs/fps (in) cfs/fps (hr:min) Flow (ft) (ft)
------ ------- - - - - ---- -------- --------- -- ------ --------- ----
1 2 . 0 12 . 0 1 . 5 0 5 . 8 1 . 12 1 . 18
2 . 5 1 . 9

****** HYDRA ******* (Version 5 . 0) ***** Date 12-28-95
Page No 9
9F4027 YOUTH CENTER Q LEJEUNE/ STORM SEWER DESIGN
Summary of Pipe Results
Pipe Maximum Time Ratio of Max. Depth above
Design Vertical Computed of Max. to Invert Pipe Ends
Pipe Flo/Vel Depth Flo/Vel Occurence Design Up Dn
Number cfs/fps (in) cfs/fps (hr:min) Flow (ft) (ft)
-- ---- - ------ ------ -- ------- - --------- - ---- - -- - -------------- -
3 5 . 7 21 . 0 4 . 5 0 6 . 8 1 . 11 1 . 06
2 . 4 3 . 1
4 1 . 9 12 . 0 . 6 0 15 . 3 . 76 . 85
2 . 4 1 .4
5 1 . 8 12 . 0 1 . 2 0 15 . 7 . 85 1 . 06
2 . 3 2 . 0
6 5 . 1 21 . 0 4 . 8 0 6 . 9 1 . 06 . 99
2 . 1 3 . 3
7 8 . 8 24 . 0 5 . 2 0 7 . 6 . 99 . 81
2 . 8 3 . 8
-- -- -- - - -- --- -- - - - - ---------- - ------------ -- --- ----- - ------------ - ------ - -- ---
NORMAL END OF HYDRA

CHART 3
NORTH CAROLINA COASTAL REGIONS
SA/DA PERCENTAGES FOR WET DETENTION BASINS
DESIGNED TO REMOVE 857. TSS ( 11, STORM )
SA/DA '/ For Basin Depths
impervious
. 'A 3 Ft 3_5 ._Ft 4 Ft 5 1- r
30 2 .5 2 . 2 1 . 9 l . 6
3 . 4 3 . 0 2 .6 2 . 1
5 3 .3 2 .70 4 .2 3 . 7 i . 2
60 5 .0 4 . 5 3 . 8
6 .0 5.2 4 .5 3 .-770 6 5 .2 v . 2
80 6 8 7 .5 6 .5 5 .8 4 .2
90
CHART 4
SA/DA PERCENTAGES FOR WET DETENTION BASINS
DISCHARGING DIRECTLY TO A STREAM
(HENCE NO VEGETATIVE FILTER , POST-DEVELOPMENT DISCHARGE
RATE PRE-DEVELOPMENT RATE FOR 10 'YEAR STORM )
SA/DA % For Basin Depths Ft 5 Ft -
9... Fr
Impervious % 3.5 Ft 3 . 5 Ft 4_
30 4 .5
3 2 .7 2 .2 6
. 5 4 3 . 5 2 .8 2 . 1
40 2 . 7
50 5 .6 5 5 . 3. 3 4 . 3. 3 . 4
60 7 . 0 6
!E
70 8 . 1 7 6 .0 5 . 0 3•Q
B 7 . 0 5 .7 4 .6
80 9 .4 5 . 2
90 10.7 9 7 .9 6 .5
Interpolate intermediate values
SA/DA % = surface area basin/drainage area to basin
1
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LANTDIV NORVA 11100/1 (NEW 9-92)

Job i(VT1+ CENmnoe Job No. q F�L� Sheet of�—
Loc C R v"P UJ fU 1Je Date I I q S gy 76 Q
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LANTDIV NORVA 11100/1 (NEW 9-92)

IPWIUL
SUMMARY
The proposed stormwater management facility is a Wet Detention Pond designed to
remove 90% of the total suspend solids. The pond is designed for the construction site area
as well as adjacent areas that drain toward the site. The pond drains into the existing storm
sewer system which outfalls approximately 400' from the last inlet on the site into a naturally
vegetated ditch. The existing outfall consists of a headwall and stone outlet protection. The
ditch outfalls approximately 700' south into Northwest Creek.
Summary of design parameters:
1 - Basin surface area required (SA) = 0.10 Ac.
provided (SA) = 0.11 Ac.
2 - Drainage area (DA) = 3.70 Ac.
3 - SA/DA ratio required = 2.7%
provided = 3.0%
4 - Pond depth = 4 feet
5 - % impervious area= 28.7%
6 - Temporary water quality pool volume required = 5104 cubic ft.
provided = 5632 cubic ft.

X —uLEP
I — — — _ cXST. TELEPHONE BOOTH
EXST. .51 MH. _
TOP 23.5, � 1
—
I // C.O.
11 1 EOST. SANC.G. Z • -C�
OPT.26.6. C.O. J hOVP .29
20.95
IW. 21 0 1
11 1
pl TOTAL 61TE STORM DRAINAGE AREAS
I III 1 AREA = 3.0 ACRES
ry 11 � I
1
11 1 1
1 1
1 1 WATER SURFACE AREA AT ELEVATION
17.90 = 5000 SQUARE FEET. TOTAL SITE DRAINAGE
AREA = 3.7 ACRES
WATER SURFACE AREA AT ELEVATION
I / / �, 1 \ \ 18.92 = 5949 SQUARE FEET.
k STORMWATER 650
X \ MANAGEMENT
11 �� � 1 / � POND .a 4�
\ ►/
. AREA F = 0.37 AG>.' I
I
i 11 / / AREA C = 0.81 kc
� '1 ; AREA ry60
`� 3 .
22
<• ) \\ PC
- -
20
g3...._
21 22
\ •. AREA A =0 0.20 AC
14
1 \ - 14
z
® AREA G = 0.39 AC 1 0 1s — --_
1 / ...2, 1 _u_ __ —
1 - - _:� ... -' 1 � " ._ ' ! _.: ExSi. CP.TCH BPSIN
1 20 I TOP 23.06
...._.�.. AREA B 0.43 AC � r4Ew roar" i Et11ER - - 21 .-. — — — z1 AREA E — 0.55 AC
_ zz
22
1 pI
--- zz....-._ . o o POND BOTTOM R
/ 1 ELEVATION 12.90
0' 25' S0' 75' 100' 125' 23 \\\� IWO JIMS BLVD. - _ — -J 242 2. _. -----------
SCALE . 1' = 25' -
-