SW8020622_Historical File_20090902

A-""4i1*VA*
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
September 2; 2009
Mr. Cary Newman, Senior VP an GM
Coty US LLC (a wholly -owned subsidiary of Coty Inc.)
1830 Carver Drive
Rocky Point, NC 28457
Subject: Stormwater management Permit No. SW8 020622
Coty US LLC
High Density Stormwater Project
Pender County
Dear Mr. Newman:
The Wilmington Regional Office received a complete Stormwater Permit Transfer of
Ownership Application for Coty US LLC (formerly the Del Laboratories Addition) on
September 2, 2009. As required by the Stormwater Regulations set forth in Title 15A
NCAC 2H.1000 effective September 1, 1995, this site was inspected on March 20, 2009
and found to be in compliance with permit conditions. Therefore, permit SW8 020622
was transferred on September 2, 2009 and shall be effective until October 4, 2012.
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. The plans
previously approved on. October 4, 2002 remain in full force and effect.
If any parts, requirements, or limitations contained in this permit are unacceptable, you
have the right to request an adjudicatory hearing upon written request within thirty (30)
days following receipt of this permit. This request must be in the form of a written
petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed
with the Office of Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-
7447. Unless such demands are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please
contact either Angela Hammers or me at [phone].
Sincerely,
Georgette Scott
4 ;` Stormwater Supervisor
Division of Water Quality
GDS/akh: S:IWQSISTORMWATERIPERMIT1020622.sep09
cc: Anthony Smith, Coty US LLC
Pender County Planning Department
WiRO; Central Files
Wilmington Regional office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 OIIe
Phone: [phone] FAX [phone] Customer Service:1-877-623-6748 NorthCarolliina
Internet www,ncwaterqualigr.org �atura"�
An Equal Opportunity 1 Affirmative Action Employer

State Stormwater Management Systems
Permit No. SW8 020622
STATE OF NORTH CAROLINA
DEPARTMENT vl- ENVIRONMENT AND NATURAL RESu1URC.eS
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Cary Newman & Coty US LLC (a wholly -owned subsidiary of Coty Inc.)
Coty US LLC
1830 Carver Drive, Rocky Point, Pender County
FOR THE
operation and maintenance of two (2) wet detention ponds in compliance with the
provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules') and
the approved stormwater management plans and specifications and other supporting
data as attached and on file with and approved by the Division of Water Quality and
considered a part of this permit.
This permit shall be effective from the date of issuance until October 4, 2012, and shall
be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described on page 3 of this permit, the Project Data Sheet. The
stormwater control has been designed to handle the runoff from 374,616 ft2 and
413,294 ft2 of impervious area, respectively. Each pond must be operated with a
30' vegetated filter.
3. The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans.
4. The runoff from all built -upon area within the permitted drainage area of each
pond associated with this project must be directed into the permitted stormwater
control system. A permit modification must be submitted and approved prior to
allowing additional runoff from outside of the approved drainage area to drain
into the stormwater control system.
2

State Stormwater Management Systems ,
Permit No. SW8 020622
DIVISION OF WATER QUALITY
PROJECT DESIGN DATA SHEET
Project Name:
Coty US LLC
Permit Number:
SW8 020622
Location:
Pender County
Applicant:
Mr. Cary Newman, Vice President
Mailing Address:
Coty US LLC
1830 Carver Drive
Rocky Point, NC 28457
Application Date:
October 4, 2002
Receiving Stream
Northeast Cape Fear
River
Index #:
18-74-(47.5)
Classification of Water Body:
"B Sw"
Pond Number:
1
2
Total Drainage Area, acres:
12.6
11.2
Onsite:
12.6
11.2
Offsite:
0
0
Pond Depth, feet:
4
4
Total Impervious Surfaces, ft2:
374,616
413,294
Permanent Pool Elevation, FMSL:
21
22
Required Surface Area, ft2:
24,028@21
26,749 @22
Provided Surface Area, ft2:
29,130@21
26,750 @22
Required Storage Volume, ft3:
30,383
33,030
Provided Storage Volume, ft3:
47,530
62,435
Temporary Storage Elevation, FMSL:
22.5
24
Controlling Orifice:
2.5" cp pipe
2.5" cp pipe
II. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in it's entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
Icy

W
State Stormwater Management Systems
Permit No. SW8 020622
3. The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency. The approved Operation and Maintenance Plan must be followed in
its entirety and maintenance must occur at the scheduled intervals including, but
not limited to:
a. Semiannual scheduled inspections "every 6 months".
b. Sediment removal.
C. Mowing and re -vegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device, flow
spreader, 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 DWQ. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
5. Decorative spray fountains will not be allowed in the stormwater treatment
system.
6. The facilities shall be constructed as shown on the approved plans. This permit
shall become voidable unless the facilities are constructed in accordance with
the conditions of this permit, the approved plans and specifications, and other
supporting data.
7. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A
modification may be required for those deviations.
8. If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
9. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, or sale of the project area. The project
area is defined as all proper owned by the permittee, for which
Sedimentation and Erosion Control Plan approval or a CAMA Major
permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
4

State Stormwater Management Systems
Permit No. SW8 020622
10. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction. If the proposed
BUA exceeds the amount permitted under this permit, a modification to the
permit must be submitted and approved prior to construction.
11. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction.
12. Prior to the sale or lease of any portion of the property, the permittee shall notify
DWQ and provide the name, mailing address and phone number of the
purchaser or leasee. An access/maintenance easement to the stormwater
facilities shall be granted in favor of the permittee if access to the stormwater
facilities will be restricted by the sale or lease of any portion of the property.
13. The permittee must maintain compliance with the proposed built -upon area and
ensure that the runoff from all the built -upon is directed into the permitted
system.
14. 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.
III. GENERAL CONDITIONS
1. This permit is not transferable. In the event there is a desire for the facilities to
change ownership, or there is a name change of the Permittee, a formal permit
request must be submitted to the Division of Water Quality 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. Responsibility for
compliance with all permit conditions remains with the Permittee until such time
as the Division approves the formal permit request.
2. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
3. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances which may be imposed by
other government agencies (local, state, and federal) 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 permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
6. The permit may be modified, revoked and reissued or terminated for cause.
The filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition.
5

State Stormwater Management Systems
Permit No. SW8 020622
7. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
8. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
9. The permittee shall notify the Division any name, ownership or mailing address
changes within 30 days.
•Permit issued this the 2"d day of September 2009.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Division of Water Quality
By Authority of the Environmental Management Commission
0

w
�o�QF ArF4oG
5.
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
WATER QUALITY SECTION
STATE STORMWATER PERMIT NAMEIOWNERSHIP C I�RMf)pjtjil
I. CURRENT PERMIT INFORMATION:
1. Stormwater Management Permit Number: SW8020622 By'
2. Permit Holder's Name: Del Laboratories, Inc.
JAN 2. 0 2009
3. Signing Official's Name: Cary Newman Title: Senior VP of Global Operations
(person legally reepo-lble for per
4. Mailing Address: 1830 Carver Drive
City: Rocky Point State: NC Zip: 28457
Phone: [phone] Fax: [phone]
li. NEW OWNER I PROJECT / ADDRESS INFORMATION:
1. This request is for: (please check all that apply)
X a. Change in ownership of the property/company (Please complete Items #2,
#3, and #4 below)
X b. Name change of project (Please complete Item #5 below)
c. Mailing address change. (Please complete Item #4 below)
d. Other (please explain):
2. New owner's name to be put on permit: Coty US LLC (a wholly -owned subsidiary of Coty Inc.
3. New owner's signing official's name and title: Cary Newman
Title: Senior VP and GM
4. Mailing Address: 1830 Carver Drive
City: Rocky Point State: NC Zip: 28457
Phone: [phone] x 4230 Fax: [phone]
5. New Project Name to be placed on permit: Coty US LLC (a wholly -owned subsidiary of Coty Inc.)
Ownership/Name Change-080808 Page 1 of 3

PERMIT NAME/OWNERSHIP CHANGE FORM
THIS APPLICATION PACKAGE WILL NOT BE ACCEPTED BY THE DIVISION OF WATERQUALITY
UNLESS ALL OF THE APPLICABLE ITEMS LISTED BELOW ARE INCLUDEDWITH THE
SUBMITTAL.
REQUIRED ITEMS:
1. This completed form.
2. Legal documentation of the transfer of ownership.
3. A copy of the recorded deed restrictions, if required by the permit.
4. The designer's certification, if required by the permit.
5. A signed Operation and Maintenance plan, if a system that requires maintenance will
change ownership.
6. Maintenance records.
CERTIFICATION MUST BE COMPLETED AND SIGNED BY BOTH THE CURRENT PERMITHOLDER
AND THE NEW APPLICANT IN THE CASE OF A CHANGE OF OWNERSHIP.
FOR NAME CHANGES, COMPLETE AND SIGN ONLY THE CURRENT PERMITTEE'S
CERTIFICATION.
Current Permittee's Certification:
i, Cary Newman , attest that this application for a name/ownership
change has been reviewed and is accurate and complete to the best of my knowledge. I understand that
if all required parts o this application are not completed and that if all required supporting information
and attachment not included)his application package will be returned as incomplete.
Signature:
New Applicant's Certification: (Must be completed for all transfers of ownership)
i, Cary Newman , attest that this application for an ownership
change has been reviewed and is accurate and complete to the best of my knowledge. I
understand that if all required parts of this application are not completed and that if all required
supporting information and attachments are not included, this application package will be returned as
incomplete.
Signature: 4Date:
Mail the entire pac ge to: NCDENR Division of Water Quality
Surface Water Protection Section — Stormwater
at the Appropriate Contact Address (see the following page)
Ownership/Name Change-080808 Page 2 of 3

State Stormwater Management Systems
Permit No. SW8 020622
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Cary Newman & Coty US LLC (a wholly -owned subsidiary of Coty Inc.)
Coty US LLC
1830 Carver Drive, Rocky Point, Pender County
FOR THE
operation and maintenance of two (2) wet detention ponds in compliance with the
provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules') and
the approved stormwater management plans and specifications and other supporting
data as attached and on file with and approved by the Division of Water Quality and
considered a part of this permit.
This permit shall be effective from the date of issuance until October 4, 2012, and shall
be subject to the following specified conditions and limitations:
L DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described on page 3 of this permit, the Project Data Sheet. The
stormwater control has been designed to handle the runoff from 374,6161 ftz and
413,294 ftz of Impervious area, respectively. Each pond must be operated with a
30' vegetated filter.
3. The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans.
4. The runoff from all built -upon area within the permitted drainage area of each
pond associated with this project must be directed into the permitted stormwater
control system. A permit modification must be submitted and approved prior to
allowing additional runoff from outside of the approved drainage area to drain
into the stormwater control system.

State Stormwater Management Systems
Permit No. SW8 020622
DIVISION OF WATER QUALITY
PROJECT DESIGN
DATA SHEET
Project Name:
Coty US LLC
Permit Number:
SW8 020622
Location:
Pender County
Applicant:
Mr. Cary Newman, Vice President
Mailing Address:
Coty US LLC
1830 Carver Drive
Rocky Point, NC 28457
Application Date:
October 4, 2002
Receiving Stream
Northeast Cape Fear
River
Index #:
18-74-(47.5)
Classification of Water Body:
"B Sw"
Pond Number:
1
2
Total Drainage Area, acres:
12.6
11.2
Onsite:
12.6
11.2
Offsite:
0
0
Pond Depth, feet:
4
4
Total Impervious Surfaces, ft2:
374,616
413,294
Permanent Pool Elevation, FMSL:
21
22
Required Surface Area, ft2:
24,028@21
26,749 @22
Provided Surface Area, ft2:
29,130@21
26,750 @22
Required Storage Volume, fP:
30,383
33,030
Provided Storage Volume, ft3:
47,530
62,435
Temporary Storage Elevation, FMSL:
22.5
24
Controlling Orifice:
2.5" cp pipe
2.5" cp pipe
II. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in it's entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
M

State Stormwater Management Systems
Permit No. SW8 020622
3. The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency. The approved Operation and Maintenance Plan must be followed in
its entirety and maintenance must occur at the scheduled intervals including, but
not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowinq and re -vegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris remove! and unclogging of outlet structure, orifice device, flow
spreader, catch basins and piping.
g. Access to the cutlet structure must be available at all times.
4. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
5. Decorative spray fountains will not be allowed in the stormwater treatment
system.
6. The facilities shall be constructed as shown on the approved plans. This permit
shall become voidable unless the facilities are constructed in accordance with
the conditions of this permit, the approved olars and specifications, and other
supporting data.
7. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A
modification may be required for those deviations.
8. If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
S. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, or sale of the project area. The project
area is defined as all property owned by the permittee, for which
Sedimentation and Erosion Control Plan approval or a CAMA Major
permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
9

State Stormwater Management Systems
Permit No. SW8 020622
10. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction. If the proposed
BUA exceeds the amount permitted under this permit, a modification to the
permit must be submitted and approved prior to construction.
11. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction.
12. Prior to the sale or lease of any portion of the property, the permittee shall notify
DWQ and provide the name, mailing address and phone number of the
purchaser or leasee. An access/maintenance easement to the stormwater
facilities shall be granted in favor of the permittee if access to the stormwater
facilities will be restricted by the sale or lease of any portion of the property.
13. The permittee must maintain compliance with the proposed built -upon area and
ensure that the runoff from all the built -upon is directed into the permitted
system.
14. 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.
III. GENERAL CONDITIONS
This permit is not transferable. In the event there is a desire for the facilities to
change ownership, or there is a name change of the Permittee, a formal permit
request must be submitted to the Division of Water Quality 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. Responsibility for
compliance with all permit conditions remains with the Permittee until such time
as the Division approves the formal permit request.
2. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
3. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances which may be imposed by
other government agencies (local, state, and federal) 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 permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
6. The permit may be modified, revoked and reissued or terminated for cause.
The filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition.

State Stormwater Management Systems
Permit No. SW8 020622
7. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
8. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
S. The permittee shall notify the Division any name, ownership or mailing address
changes within 30 days.
Permit issued this the 2"d day of September 2008.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
i

State Stormwater Management Systems
Permit No. SW8 020622
DEL Laboratories Addition
Stormwater Permit No. SW8 020622
Pender County
Designer's Certification
I, Michelle S . Clements , as a duly registered Professional- Engineer
in the State of North Carolina, having been. authorized to observe (periodically&lam)
the construction of the project,
DEL Laboratories Inc.
(Proj ect)
for DEL Laboratories Inc (Project Owner) hereby state that, to the best of
my abilities, due care and diligence was used in the observation of the project construction such
that the construction was observed to be built within substantial compliance and intent of the
approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Notcd deviations from approved plans and specification:
Signaturea'C.�'
Registration Number 2 g y Z Z
Date 3 f () 5
��
ti CA i
•MEAL
029422
RE E
MAR 0 4 2009

State Stormwater Management Systems
Permit No. SW8 020622
Certification Requirements:
1' 1. The drainage area to the system contains approximately the permitted acreage.
The drainage area to the system contains no more than the permitted amount of
built -upon area.
Inn 3.
All'the built -upon area -associated with the project is' graded such that the runoff
drains to the system.
MX- 4.
The outlet/bypass structure elevations are per the approved plan.
_5.
The outlet structure is located per the approved plans.
1Y1,5L 6.
Trash rack is provided on the outlet/bypass structure.
Yyl�7.
All slopes are grassed with permanent vegetation.
m5e- 8.
Vegetated slopes are no steeper than 3:1.
/Y)N:, 9.
The inlets are located per the approved plans and do not cause short-circuiting of
the system.
MY- 10. The permitted amounts of surface area and/or volume have been provided.
m6c 11. Required drawdown devices are correctly sized per the approved plans.
1y)b(- 12. All required design depths are provided.
1MMSL 13. All required parts of the system are provided, such as a vegetated shelf, and a
forebay.
MY, 14. The overall dimensions of the system, as shown on the approved plans, are
provided.
cc: NCDENR DWQ Regional Office
Pender County Building Inspections

THE
EAST LETTER OF TRANSMITTAL
GROUP
- Engineering - Architecture - Surveying - Technology Sheet 9
324 Evans Street, Greenville, NC 27858
Office:252-758-3746 Fax:[phone]
To: NCDENR Date: 3/3/09 Project No. 20020019
Wilmington Regional Office Attention: Angela Hammers
127 Cardinal Drive Extension RE: Designer's Certification
Wilmington, NC 28405 Del Laboratories, Inc. ,
SW8 020622
We are sending you the foil
owin
Specs
e Copy of Letter Payment Application
Change Order Plans R E-mailed Copy
Copies Date No. Item Description
1 3-3-09 Designer's Certification
These items are transmitted as checked below:
For Approval Approved
For Your Use Approved as Noted
X As Requested Revise & Resubmit
For Review and Comment Returned No Action
Prints returned after Loan to us
Remarks: Attached is the Designer's Certification for the Del
Laboratories Addition,
7B1.
-"V D
0 4 2009Co ies:
Architect: X Owner Mr. Cary
Newman
X Engineer: TEG Other:
Contractor: Other:
Signed: Michelle S. Clements, PE
Q:1General Formslftject RelaatecKetter of Transmittal.doc 08/10/04 BG

FILED
'08 JUL 15 AN If: 15
jij---CE M. SWICEGOOD
REOISTER OF DEEDS
PENDER COUNTY, NC
27013
IX3493PG 165
�RTM�CATE QZ ASSUMED NAM FOR CORPORATION
The undersigned corporation, proposing to engage in bu#ness in - Pander -county, North
Carolina, under an assumed name other than its corporate name, hereby certifies that:
1. The assumed name under which the business is to be conducted is:
Del Lalbaratodes
2. The names and address of the owner(s) of the -business is (are):
Cory Inc.
Two Park Ave.
New York, WY 10016
In witness whereof, this certificate is signed in the name of the corporation by its Assistant Secretary
(Title)
this loth day of July 20 09
Cotyusmc-
(Name of Corporation)
By:
(Signature and Tide)
Ertc ombmn j 'q � -e , 3's Mtegn'
Recorded and M
Joyce I.I. swica
Itegisicr of Do
pander Countyv,N
Revised M012006
P-9

IK3493PG 166
Notary Acknowledgment for the "Certificate of Assumed Name for Corporation"
State Of New York
County of New York
1, Ofetia G. Custodie a Notary -Public for
State Of New York
certify that
NewYork
Eric Bteitn m
County,
personally appeared before me this day and acknowledged that be/shcJs Assiatent Secretary
(Title of Official)
Of Coty US LLC Corporation, and that he/she as Assistant Secretary
(Name of Corporation) (Title of Official)
being authorized to do so, executed the foregoing instrument on behalf of the said corporation.
Witness my hand and official seal, this the Loth day of July 2008
Public
io =
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'
My Commission 13tpires: July 26. 2008
Month/Day/Year
:; .+•�:: OFELIA Lcusm0om
HOM4Publb-Stale of New Yak
FI*CMnMW8bnEXPIMITWV26%&
W OICW113223
OWMed In ftftedw County
Codkote Red k1 w Ya
Revised 9/20/2006

Eco Express Pond Maintenance Inspection Form
Facility Name: Del Labs
Date: January 3, 2008
Inspector: Ryan Freeman
InsDection Numbering System:
I - Functioning properly
1 - Monitoring
2 - Routine maintenance required
Immediate repair necessary
- Not Applicable
1. Pond Banks
- ,V
Vegetative Cover
0
1
2
3
N/A
Woody Growth
0
1
2
3
N/A
Erosion
1
2
3
N/A
Rills
0
1
2
3
N/A
Sloughing
0
1
2
3
N/A
Escarpment
0
1
2
3
N/A
Animal Burrows
0
1
2
3
N/A
Soil Stabilization
0
1
2
3
N/A
Seepage
!)�
1
2
3
N/A
2. Outfall Structure
Erosion/Undercutting
►
1
2
3
N/A
Excessive Sediment Deposits
f
1
2
3
N/A
Rip Rap Displacement
!
1
2
3
N/A
Woody Growth
1
2
3
N/A
Weir Trash Rack
0
1
2
3
N/A
Leaking Through Structure
1
2
3
N/A
Joint Failure
1
2
3
N/A
Drawdown Orifice
1
2
3
N/A

3. Intake Structure(s)
Erosion/Undercutting
1
2
3
N/A
Excessive Sediment Deposits
1
2
3
N/A
Rip Rap Displacement
R:i
1
2
3
N/A
Woody Growth
1
2
3
N/A
Joint Failure
E
1
2
3
N/A
4. Emerp-encv Snillwav
Erosion
1
2
3
N/A
Rip Rap Displacement
1
jr
2
3
N/A
Woody Growth
1
2
3
N/A
5. Forebav Separator
Erosion
1
2
3
N/A
Ri Ra Dis lacement
1
2
3
N/A
Vegetative Cover
T 1
2
3
N/A
Woody Growth
0 1
2
3
N/A
6. Permanent Pool
Excessive Sedimentation
1
2
3
N/A
Algae
1
2
3
N/A
Invasive Weeds
1
2
3
N/A
Floating Debris
1
2
3
N/A
7. Forebav
Excessive Sedimentation
1
2
3
N/A
Algae
1
2
3
N/A
Invasive Weeds
1
2
3
N/A
Floating Debris
1
2
3
N/A
8. Miscellaneous
Mechanical Components
0
1
2
3
Fence Condition
0
1
2
3
Locks
0
1
2
3
Warning Signs
0
1
2
3
Vandalism
1
2
3 N/A
Additional Comments:

Eco Express Pond Maintenance Inspection Form
Facility Name: Del Labs
Date: December 12, 2008
Inspector: Ryan Freeman
Inspection Numbering System:
- Functioning properly
1 - Monitoring
2 - Routine maintenance required
Immediate repair necessary
- Not Applicable
1. Pond Banks
Vegetative Cover
0
1
2
3
N/A
Woody Growth
0
1
2
1
N/A
Woody growth needs to be
removed.
Erosion
1
2
3
N/A
Rills
1
2
3
N/A
Sloughing
1
2
3
N/A
Escarpment
1
2
3
N/A
Animal Burrows
(1
1
2
3
N/A
Soil Stabilization
+:
1
2
3
N/A
Seepage
1
2
3
N/A
2. Outfall Structure
Erosion/Undercutting
1
2
3
N/A
Excessive Sediment Deposits
1
2
3
N/A
Rip Rap Displacement
1
2
3
N/A
Woody Growth
1
2
3
N/A
Weir Trash Rack
0
1
2
3
N/A
Leaking Through Structure
0
1
2
3
N/A
Joint Failure
0
1
2
3
N/A
Drawdown Orifice
0
1
2
3
N/A

3. Intake Structure(s)
Erosion/Undercutting
0
1
2
1 N/A
Washout on side of intake.
Excessive Sediment Deposits
1
2 3
N/A
Rip Rap Displacement
t
1
2 3
N/A
Woody Growth
1
2 3
N/A
Joint Failure
1
2 3
N/A
4. Emereencv Svillwav
Erosion
1
2
3
N/A
Rip Rap Displacement
1
2
3
N/A
Woody Growth
1
2
3
N/A
5. Forebav SeAarator
Erosion
1
2
3
N/A
Rip Rap Displacement
1
2
3
N/A
Vegetative Cover
U 1
2
3
N/A
Woody Growth
t, 1
2
3
N/A
6. Permanent Pool
Excessive Sedimentation
0 1
2
3
N/A
Algae
1
2
3
N/A
Chemically Treated.
Invasive Weeds
1
2
3
N/A
Floating Debris
i 1
2
3
N/A
7. Forebav
Excessive Sedimentation
1
2
3
N/A
Algae
1
2
3
N/A
Invasive Weeds
0
1
2
3
N/A
Floating Debris
0
1
2
3
N/A
8. Miscellaneous
Mechanical Components
0 1
2
3
Fence Condition
0 1
2
3
Locks
0 1
2
3
WarningSigns
0 1
2
3
Vandalism
1
2
3 N/A
Additional Comments:
Tree can be removed for additional charge of $250.00.

Eco Express Pond Maintenance Inspection Form
Facility Name: Del Labs
Date: November 14, 2008
Inspector: Ryan Freeman
Inspection Numbering System:
- Functioning properly
I - Monitoring
2 - Routine maintenance required
Immediate repair necessary
- Not Applicable
1. Pond Banks
Vegetative Cover
0
1
2
3
N/A
Cover is thin.
Woody Growth
0
1
2
1
N/A
Fallen tree needs to be
removed.
Erosion
0
1
2
3
N/A
Rills
0
1
2
3
N/A
Sloughing
1
2
3
N/A
Escarpment
0
1
2
3
N/A
Animal Burrows
I 0
1
2
3
N/A
Soil Stabilization
1
2
3
N/A
Seepage
1
2
3
N/A
2. Outfall Structure
Erosion/Undercutting
1
2
3
N/A
Excessive Sediment Deposits
1.
1
2
3
N/A
Rip Rap Displacement
1
2
3
N/A
Woody Growth
1
2
3
N/A
Weir Trash Rack
1
2
3
N/A
Leaking Through Structure
1
2
3
N/A
Joint Failure
1
2
3
N/A
Drawdown Orifice
1
2
3
N/A

3. Intake Structure(s)
Erosion/Undercutting
0 1 2 3 N/A
Washout on side of intake.
Excessive Sediment Deposits
1 2 3 N/A
Rip Rap Displacement
1
1 2 3 N/A
Woody Growth
1 2 3 N/A
Joint Failure
I
1 2 3 N/A
4. Emergencv Spillwav
Erosion
1
2
3
N/A
Rip Rap Displacement
1
2
3
N/A
Woody Growth
1
2
3
N/A
5. Forebav Separator
Erosion
1
2
3
N/A
Rip Rap Displacement
1
2
3
N/A
Vegetative Cover
1
2
3
N/A
Woody Growth
1
2
3
N/A
6. Permanent Pool
Excessive Sedimentation
1
2
3
N/A
Algae
1
2
3
N/A
Invasive Weeds
1
2
3
N/A
Floating Debris
1
2
3
N/A
7. Forebav
Excessive Sedimentation
1 1
2
3
N/A
Algae
1.9 1
2
3
N/A
Invasive Weeds
�; �, 1
2
3
N/A
Floating Debris
I S 1
2
3
N/A
8. Miscellaneous
Mechanical Components
0
1
2
3
Fence Condition
0
1
2
3
Locks
0
1
2
3
Warning Signs
0
1
2
3
Vandalism
M
1
2
3 N/A
Additional Comments:
Tree can be removed for additional charee of $250.00.

Eco Express Pond Maintenance Inspection Form
Facility Name: Del Labs
Date: October 31, 2008
Inspector: Ryan Freeman
Inspection Numbering System:
1- Functioning properly
1 - Monitoring
2 - Routine maintenance required
Immediate repair necessary
-Not Applicable
1. Pond Banks
Vegetative Cover
0
1
2
3
N/A
Cover is thin.
Woody Growth
0
1
2
3
N/A
Erosion
0
1
2
3
N/A
Rills
0
1
2
3
N/A
Sloughing
0
1
2
3
N/A
Escazpment
1
2
3
N/A
Animal Burrows
0
1
2
3
N/A
Soil Stabilization
0
1
2
3
N/A
Seepage
q-
1
2
3
N/A
2. Outfall Structure
Erosion/Undercutting
1
2
3
N/A
Excessive Sediment Deposits
1
2
3
N/A
Rip Rap Displacement
1
2
3
N/A
Woody Growth
1
2
3
N/A
Weir Trash Rack
1
2
3
N/A
Leaking Through Structure
1
2
3
N/A
Joint Failure
1
2
3
N/A
Drawdown Orifice
1
2
3
N/A

3. Intake Structure(s)
Erosion/Undercutting
0
1
2
3
N/A
Washout forming at spillway
in pond #2.
Excessive Sediment Deposits
1
2
3
N/A
_
Rip Rap Displacement
1
2
3
N/A
Woody Growth
1
2
3
N/A
Joint Failure
+
1
2
3
N/A
4. Emergencv Snillwav
Erosion
1
2
3
N/A
Rip Rap Displacement
1
1
2
3
N/A
Woody Growth
1
2
3
N/A
5. Forebav Separator
Erosion
1
2
3
N/A
Rip Displacement
1
2
3
N/A
Vegetative Cover
_i 1
2
3
N/A
Woody Growth
10 1
2
3
N/A
6. Permanent Pool
Excessive Sedimentation
1
2
3
N/A
Algae
1
2
3
N/A
Invasive Weeds
1
2
3
N/A
Floating Debris
1
2
3
N/A
7. Forebav
Excessive Sedimentation
1
2
3
N/A
Algae
1
2
3
N/A
Invasive Weeds
0 1
2
3
N/A
Floating Debris
0 1
2
3
N/A
8. Miscellaneous
Mechanical Components
0
1
2
3
Fence Condition
0
1
2
3
Locks
0
1
2
3 :a.
WarningSigns
0
1
2
3
Vandalism
0
1
2
3 N/A
Additional Comments:

Eco Express Pond Maintenance Inspection Form
Facility Name: Del Labs
Date: September 24, 2008
Inspector: Ryan Freeman
Inspection Numbering_ System:
I - Functioning properly
1 - Monitoring
2 - Routine maintenance required
Immediate repair necessary
- Not Applicable
1. Pond Banks
Vc etative Cover
f
1
2 3
N/A
Woody Growth
0
1
2
1 N/A
Tree down in pond.
Erosion
0
1
2 3
N/A
Rills
d
1
2 3
N/A
Sloughing
0
1
2 3
N/A
Escarpment
0
1
2 3
N/A
Animal Burrows
t ►
1
2 3
N/A
Soil Stabilization
+►
1
2 3
N/A
Seepage
1
2 3
N/A
2. Outfall Structure
Erosion/Undercutting
0
1
2
3
N/A
Excessive Sediment Deposits
i
1
2
3
N/A
Rip Rap Displacement
!'?
1
2
3
N/A
Woody Growth
1
2
3
N/A
Weir Trash Rack
1
2
3
N/A
Leaking Through Structure
1
2
3
N/A
Joint Failure
1
2
3
N/A
Drawdown Orifice
1
2
3
N/A

3. Intake Structure(s)
Erosion/Undercutting
0
1
2
3
N/A
Washout forming at spillway
in pond #2.
Excessive Sediment Deposits
1
2
3
N/A
Rip Rap Displacement
1
2
3
N/A
Woody Growth
Ii
1
2
3
N/A
Joint Failure
1
2
3
N/A
4. Emergency Spillway
Erosion
1
2
3
N/A
Rip Rap Displacement
1
2
3
N/A
Woody Growth
1
2
3
N/A
5. Forebav Separator
Erosion
1
2
3
N/A
Rip Rap Displacement
1
2
3
N/A
Vegetative Cover
1
2
3
N/A
Woody Growth
1
2
3
N/A
6. Permanent Pool
Excessive Sedimentation
1
2
3
N/A
Algae
1
2
3
N/A
Invasive Weeds
1
2
3
N/A
Floating Debris
1
2
3
N/A
7. Forebav
Excessive Sedimentation
1
2
3
N/A
Algae
1
2
3
N/A
Invasive Weeds
1
2
3
N/A
Floating Debris
1
2
3
N/A
8. Miscellaneous
Mechanical Components
0
1
2
3
Fence Condition
0
1
2
3
Locks
0
1
2
3
WarningSigns
0
1
2
3
Vandalism
1
1
2
3 N/A
Additional Comments:

Eco Express Pond Maintenance Inspection Form
Facility Name: Del Labs
Date: August 25, 2008
Inspector: Ryan Freeman
Inspection Numbering _System:
1- Functioning properly
1 - Monitoring
2 - Routine maintenance required
Immediate repair necessary
- Not Applicable
1. Pond Banks
Vegetative Cover
Q,
1
2
3
N/A
Woody Growth
1
2
3
N/A
Erosions
1
2
3
N/A
Rills
0
1
2
3
N/A
Sloughing
y
1
2
3
N/A
Escarpment
1
2
3
N/A
R
Animal Burrows
1
2
3
N/A
Soil Stabilization
1
2
3
N/A
Seepage
1
2
3
N/A
2. Outfall Structure
Erosion/Undercutting
1
2
3
N/A
Excessivc Sediment Deposits
1
2
3
N/A
Rip Rap Displacement
1
2
3
N/A
Woody Growth
1
2
3
N/A
Weir Trash Rack
1
2
3
N/A
Leaking Through Structure
1
2
3
N/A
Joint Failure
1
2
3
N/A
Drawdown Orifice
1
2
3
N/A

3. Intake Structure(s)
Erosion/Undercutting
0
1
2
3
N/A
Washout forming at spillway
in pond #2.
Excessive Sediment Deposits
1
2
3
N/A
Rip Rap Displacement
1
2
3
N/A
Woody Growth
1 2 3
N/A
Joint Failure
1
2
3
N/A
4. Emergencv Spillwav
Erosion
1
2
3
N/A
Rip Rap Displacement
�t 1
2
3
N/A
Woody Growth
1
2
3
N/A
5. Forebav Separator
Erosion
a: 1
2
3
N/A
Rip Rap Displacement
0 1
2
3
N/A
Vegetative Cover
1
2
3
N/A
Woody Growth
1
2
3
N/A
6. Permanent Pool
Excessive Sedimentation
0 1
2
3
N/A
Algae
1
2
3
N/A
Invasive Weeds
1
2
3
N/A
Was chemically treated.
Floating Debris
1
2
3
N/A
7. Forebav
Excessive Sedimentation
0
1
2
3
N/A
Algae
0
1
2
3
N/A
Invasive Weeds
1
2
3
N/A
Was chemically treated.
Floating Debris
t
1
2
3
N/A
8. AUscellaneous
Mechanical Components
0
1
2
3
Fence Condition
0
1
2
3
Locks
0
1
2
3
WarningSigns
0
1
2
3
Vandalism
0
1
2
3 N/A
Additional Comments:

v-eI
OCT 0820
02
NAO
THE � BYE
--
1ryu LETTER OF TRANSMITTAL
Engineering - Architecture - Surveying - Technology
P.O. Box 7305 / 324 S. Evans Street, Greenville, NC 27834
Phone [phone] Fax [phone]
To: NCDENR-Division of Water Quality Date: 10/7/02 1 Proj. No.: 20020019
127 Cardinal Dr. Ext. Attention: Linda Lewis
Wilmington, NC 28405-3845 RE: Del Labs
D#:
We are sending you the folio in :
Shop Drawings E
Prints Samples
Copy of Letter Specs Payment Application
Change Order Plans Other
Copies
Date
No.
Description
1
Wet Detention Pond Calculations
These items are transmitted as checked below:
X For Approval Reviewed
For Your Use Reviewed as Noted
As Requested Revise & Resubmit
For Review and Comment Returned No Action
Prints returned after Loan to us
Remarks: If you have any comments, contact Michelle Clements
Co ies:
Architect:
Engineer:
Contractor:
Owner
Other:
Other:
Signed: Cerise Jones
T-NCDENR-10-7-02 Linda Lewis

Wet Detention Pond Worksheet
Project Del Laboratories, Inc.
Pond # 2
30-Sep-02
1 Determine SA/DA Ratio
Enter % impervious
From applicable SA/DA table
Next lowest % Impervious value
Next highest % Impervious value
SA/DA
Drainage Area, DA, acres
Surface Area, SA, acres
Surface Area, sf
84.7 from 85% removal table
Percentage Ratio
80 5.2
90 5.8
5.482
11.2
0.613984
26745.14
2 Determine Runoff from 1" Storm
Rv, runoff coeff = storm runoff, inches / rainfall, inches
Rv = 0.05+0.009(%impervious)
Rv = 0.8123
Volume to be controlled
I" Rv DA/12 = 0.758 ac-ft 33024.87 cf
3 Determine dimensions
Desired length/width ratio
3
Pond width =
94.41953
80 approximate
Pond length =
283.2586
240 approximate
Depth above permanent pool required, ft
1.234799
2
Depth above permanent pool required, in
14.81758
Actual Pond Provided at Permanent Pool
26750 by planimeter
4 Determine Release Rate - Assume 3 days
Volume of Temporary Pool - 33100 cf
33,100.0011day
11 hr
11 min
3 days
124 hrs
160 min
160 sec
Release Rate = 0.128
0,010o13081
ape
5 Outlet Pipe Size Required
,��p�
E
Q=Cd * A * (2gH)1/2
°a
Q=.128cfs�
Cd = .52
e o
g=32.2
°
A = .032 ft sq = 4.61 in sq
r=1.21 in d=2.42in(Use 2.5)
Calculations By: Michelle Clements, EIT
Reviewed By: D. Kermit Smith, PE

Wet Detention Pond Worksheet
Project Del Laboratories, Inc.
Pond # 1
1-Oct-02
1 Determine SA/DA Ratio
Enter % impervious
From applicable SA/DA table
Next lowest % Impervious value
Next highest % Impervious value
SA/DA
Drainage Area, DA, acres
Surface Area, SA, acres
Surface Area, sf
68 from 85% removal table
Percentage Ratio
60 4.5
70 5.2
5.06
12.6
0.63756
27772.11
2 Determine Runoff from 1" Storm
Rv, runoff coeff = storm runoff, inches / rainfall, inches
Rv = 0.05+0.009(%impervious)
Rv = 0.662
Volume to be controlled
1" Rv DA/12 = 0.695 ac-ft 30278.56 cf
3 Determine dimensions
Desired length/width ratio 3
Pond width = 96.21523 80 approximate
Pond length = 288.6457 287 approximate
Depth above permanent pool required, ft 1.09025 1.5
Depth above permanent pool required, in 13.083
Actual Pond Provided 28890 by planimeter
4 Determine Release Rate - Assume 3 days
Volume of Temporary 30300
30,300 11 day 1 hr 11 min
3 days 124 hrs 160 min 160 sec
Release Rate = 0.117
5 Outlet Pipe Size Required
Q=Cd * A * (2gH)1/2
Q=.117cfs
Cd=.52
g = 32.2
H=.69ft
A=.033ftsq=4.86insq
r = 1.24 in d = 2.48 in (Use 2.5")
Calculations By: Michelle Clements, EIT
Reviewed By: D. Kermit Smith, PE

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Permit No.
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
WO Stormwater Management Plan Review:
. complete stormwater management plan submittal includes an application form, a wet detention basin
ippiement for. each basin, design calculations, and plans and specifications showing all basin and outlet
ructare details.
PROJECT INFORMATION
tojectName: Del LaboratoriesInc
.ontactPerson: Jim Lawrence Phone Number: (gin ) tin,)_4,)oo
nor projects with multiple basins, specify which basin this worksheet applies to:
1
?levations
3 asin Bottom Elevation 17.0 ft.
?ermanent Pool Elevation 21.0 ft.
Temporary Pool Elevation 22.5 ft.
areas
Permanent Pool Surface Area 28890sq• ft•
Drainage Area
Impervious Area
volumes
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
Other parameters
SAMA1
Diameter of Orifice
Design Rainfall
Design TSS Removal 2
12.6 ac.
8.6 ac.
(floor of the basin)
(elevation of the orifice)
(elevation of the discharge structure overflow)
(water surface area at the orifice elevation)
(on -site and off -site drainage to the basin)
(on -site and off -site drainage to the basin)
5 0 , o 0 0 cu. ft. (combined volume of main basin and forebay)
47380 cu. ft. (volume detained above the permanent pool)
20,000 cu. ft. (approximately 20% of total volume)
5.06 (surface area to drainage area ratio from DWQ table)
2.5 in. (2 to 5 day temporary pool draw -down required)
i % (minimum 85% required)
Form SWU-lot Rev 3.99 Page 1 of 4

i'ZIIILLL iVU.
(to be provided by DWO_)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
)WO Stormwater Management Plan Review:
L complete stormwater management plan submittal includes an application form, a wet detention basin
upplement for each basin, design calculations, and plans and specifications showing all basin and outlet
tructure details.
PROJECT INFORMATION
Project Name:
Contact Person:
Del Laboratories
Jim Lawrence
Phone Number: ( 910) 6 0 2— 4 2 0 0
For projects with multiple basins, specify which basin this worksheet applies. to:
elevations
Basin Bottom Elevation
Permanent Pool Elevation
Temporary Pool Elevation
18.0 ft.
99 n ft.
94 n ft.
2
(floor of the basin)
(elevation of the orifice)
(elevation of the discharge structure overflow)
areas
Permanent Pool Surface Area 2 6', 7 5 0 sq. ft, (water surface area at the orifice elevation)
Drainage Area 11.2 ac. (on -site and off -site drainage to the basin)
Impervious Area 9 49 ac. (on -site and off -site drainage to the basin)
volumes
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
Other parameters
SAIDA1
Diameter of Orifice
Design Rainfall
Design TSS Removal 2
-, 7,7 0 5 cu. ft. (combined volume of main basin and forebay)
62, 4 3 5 cu. ft. (volume detained above the permanent pool)
999 9 4 cu. ft. (approximately 20% of total volume)
5.482 (surface area to drainage area ratio from DWO_ table)
2.5 in. (2 to 5 day temporary pool draw -down required)
1 in.
85 % (minimum 85% required)
Form SWU-102 Rev 3.99 Page 1 of 4

Wet Detention Pond Worksheet
Project Del Laboratories, Inc.
Pond # 2
30-Sep-02
Determine SA/DA Ratio
Enter % impervious
From applicable SA/DA table
Next lowest % Impervious value
Next highest % Impervious value
SA/DA
Drainage Area, DA, acres
Surface Area, SA, acres
Surface Area, sf
84.7 from 85% removal table
Percentage Ratio
80 5.2
90 5.8
5.482
11.2
0.613984
26745.14
2 Determine Runoff from 1" Storm
Rv, runoff coeff = storm runoff, inches / rainfall, inches
Rv = 0.05+0.009(%impervious)
Rv = 0.8123
Volume to be controlled
1" Rv DA/12 = 0.758 ac-ft 33024.87 cf
3 Determine dimensions
Desired length/width ratio
3
Pond width =
94.41953
80 approximate
Pond length =
283.2586
240 approximate
Depth above permanent pool required, ft
1.234799
2
Depth above permanent pool required, in
14.81758
Actual Pond Provided at Permanent Pool
26750 by planimeter
4 Determine Release Rate - Assume 3 days
Volume of Temporary Pool - 33100 cf
33,100.00
1 day
11 hr
11 min
3 days
124 hrs
160 min
160 sec
Release Rate = 0.128
�flQo�nJfl90Db
'g*Iw CAI
5 Outlet Pipe Size Required
Q=Cd * A * (2gH)1/2
4�E
Q=.128cfs
o
"
Cd=.52
3
H =
.94
A = .032 ft sq = 4.61 in sq
r = 1.21 in d = 2.42 in (Use 2.5")
Calculations By: Michelle Clements, EIT
Reviewed By: D. Kermit Smith, PE

Wet Detention Pond Worksheet
Project Del Laboratories, Inc.
Pond # 1
1-Oct-02
Determine SA/DA Ratio
Enter % impervious
From applicable SA/DA table
Next lowest % Impervious value
Next highest % Impervious value
SA/DA
Drainage Area, DA, acres
Surface Area, SA, acres
Surface Area, sf
68 from 85% removal table
Percentage Ratio
60 4.5
70 5.2
5.06
12.6
0.63756
27772.11
2 Determine Runoff from 1" Storm
Rv, runoff coeff = storm runoff, inches / rainfall, inches
Rv = 0.05+0.009(%impervious)
Rv = 0.662
Volume to be controlled
1" Rv DA/12 = 0.695 ac-ft 30278.56 cf
3 Determine dimensions
Desired length/width ratio 3
Pond width = 96.21523 80 approximate
Pond length = 288.6457 287 approximate
Depth above permanent pool required, ft 1.09025 1.5
Depth above permanent pool required, in 13.083
Actual Pond Provided 28890 by planimeter
4 Determine Release Rate - Assume 3 days
Volume of Temporary 30300
30,30011 day 1 hr 11 min
3 days 124 hrs 160 min 160 sec
Release Rate = 0.117
5 Outlet Pipe Size Required
Q=Cd * A * (2gH)1/2
Q=.117cfs
Cd=.52
g = 32.2
H = .69 ft
A = .033 ft sq = 4.86 in sq
r = 1.24 in d = 2.48 in (Use 2.5")
Calculations By: Michelle Clements, EIT
Reviewed By: D. Kermit Smith, PE

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Permit No.
(to be provided by DWO)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWO Stormwater Management Plan Review:
A complete stormwater management plan submittal includes an application form, a wet detention basin
supplement for. each basin, design calculations, and plans and specifications showing all basin and outlet
structure details.
I. PROJECT INFORMATION
Project Name: Del Laboratories I
Contact Person: Jim Lawrence Phone Number: (gin )60!2-4'?00
For projects with multiple basins, specify which basin this worksheet applies to:
1
elevations
Basin Bottom Elevation
Permanent Pool Elevation
Temporary Pool Elevation
17.0
ft.
21.0
ft.
22.5
ft.
areas
Permanent Pool Surface Area
Drainage Area
Impervious Area
volumes
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
Other parameters
SAMA1
Diameter of Orifice
Design Rainfall
Design TSS Removal 2
28890 sq. ft
12.6 ac.
8.6 ac.
(floor of the basin)
(elevation of the orif ace)
(elevation of the discharge structure overflow)
(water surface area at the orifice elevation)
(on -site and off -site drainage to the basin)
(on -site and off -site drainage to the basin)
6a , 800 ca. ft. (combined volume of main basin and forebay)
47380 cu. ft. (volume detained above the permanent pool)
20,000 cu. ft. (approximately 20% of total volume)
5.06 (surface area to drainage area ratio from DWQ table)
2.5 in. (2 to 5 day temporary pool draw -down required)
1 in.
% (minimum 85% required)
Form SWU-102 Rev 3.99 Page 1 of 4

Permit No.
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
IATET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWQ Storrnwater Management Plan Review:
A complete stormwater management plan submittal includes an application form, a wet detention basin
supplement for each basin, design calculations, and plans and specifications showing all basin and outlet
structure details.
L PROJECT INFORMATION
Project Name:
Contact Person:
Del Laboratories
Phone Number: ( 910) 6 0 2— 4 2 0 0
For projects with multiple basins, specify which basin this worksheet applies to: 2
elevations
Jim Lawrence
Basin Bottom Elevation 18.0 ft. (floor of the basin)
Permanent Pool Elevation 99 n ft. (elevation of the orifice)
Temporary Pool Elevation 94 n ft. (elevation of the discharge structure overflow)
areas
Permanent Pool Surface Area
Drainage Area
Impervious Area
volumes
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
Other parameters
SAIDA1
Diameter of Orifice
Design Rainfall
Design TSS Removal Z
26 , 750 sq. ft.
11.2 ac.
/-g ac.
(water surface area at the orifice elevation)
(on -site and off -site drainage to the basin)
(on -site and off -site drainage to the basin)
5 7 _ 7 n 5 cu. ft. (combined volume of main basin and forebay)
6 9 , 415 cu. ft. (volume detained above the permanent pool)
29,240 — cu. ft. (approximately 20% of total volume)
5.482
2.5 in.
1 in.
85 %
(surface area to drainage area ratio from DWQ table)
(2 to 5 day temporary pool draw -down required)
(minimum 85% required)
Form SWU-102 Rev 3.99 Page 1 of 4

Wet Detention Pond Worksheet
Project Del Laboratories, Inc.
Pond # 2
30-Sep-02
1 Determine SAIDA Ratio
Enter % impervious
From applicable SA/DA table
Next lowest % Impervious value
Next highest % Impervious value
SA/DA
Drainage Area, DA, acres
Surface Area, SA, acres
Surface Area, sf
84.7 from 85% removal table
Percentage Ratio
80 5.2
90 5.8
5.482
11.2
0.613984
26745.14
2 Determine Runoff from 1" Storm
Rv, runoff coeff = storm runoff, inches / rainfall, inches
Rv = 0.05+0.009(%impervious)
Rv = 0.8123
Volume to be controlled
1" Rv DA112 = 0.758 ac-ft 33024.87 cf
3 Determine dimensions
Desired length/width ratio 3
Pond width = 94.41953 80 approximate
Pond length = 283.2586 240 approximate
Depth above permanent pool required, ft 1.234799 2
Depth above permanent pool required, in 14.81758
Actual Pond Provided at Permanent Pool 26750 by planimeter
4 Determine Release Rate - Assume 3 days
Volume of Temporary Pool - 33100 cf
33,100.0011day 11 hr 11 min
3 days 124 hrs 160 min 160 sec
Release Rate = 0.128
5 Outlet Pipe Size Required
Q=Cd * A* (2gH)1 /2
Q = .128 cfs
Cd = .52
g = 32.2
H=.94
A=.032ftsq =4.61 insq
r = 1.21 in d = 2.42 in (Use 2.5")
IoY
Calculations By: Michelle Clements, EIT
Reviewed By: D. Kermit Smith, PE
�er,Ger_ st.
nag Ilei,

Wet Detention Pond Worksheet
Project Del Laboratories, Inc.
Pond # 1
1-Oct-02
Determine SAIDA Ratio
Enter % impervious
From applicable SAIDA table
Next lowest % Impervious value
Next highest % Impervious value
SAIDA
Drainage Area, DA, acres
Surface Area, SA, acres
Surface Area, sf
68 from 85% removal table
Percentage Ratio
60 4.5
70 5.2
5.06
12.6
0.63756
27772.11
2 Determine Runoff from 1" Storm
Rv, runoff coeff = storm runoff, inches I rainfall, inches
Rv = 0.05+0.009(%impervious)
Rv = 0.662
Volume to be controlled
1" Rv DA/12 = 0.695 ac-ft 30278.56 cf
3 Determine dimensions
Desired length/width ratio 3
Pond width = 96.21523 80 approximate
Pond length = 288.6457 287 approximate
Depth above permanent pool required, ft 1.09025 1.5
Depth above permanent pool required, in 13.083
Actual Pond Provided 28890 by planimeter
4 Determine Release Rate - Assume 3 days
Volume of Temporary 30300
30,30011 day 1 hr 11 min
3 days 124 hrs 160 min 160 sec
Release Rate = 0.117
5 Outlet Pipe Size Required
Q=Cd * A * (2gH)1/2
Q=.117cfs
Cd = .52
g = 32.2
H=.69ft
A = .033 ft sq = 4.86 in. sq
r = 1.24 in d = 2.48 in (Use 2.5")
Calculations By: Michelle Clements, EIT
Reviewed By: D. Kermit Smith, PE

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Permit No.
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
WO Stormwater Management Plan Review:
includes an application form, a wet detention basin
complete stormwater management plan submittal
ipplement for. each basin, design calculations, and plans and specifications showing all basin and outlet
ructure details.
PROJECT INFORMATION
'rojectName: Del Laboratories I
:ontact Person: Jim Lawrence Phone Number: (q i n ) r n ,?4 ? o o
'or projects with multiple basins, specify which basin this worksheet applies to:
1
?levations
3asin Bottom Elevation 17.0 ft.
Permanent Pool Elevation 21.0 ft.
Temporary Pool Elevation 22.5 ft.
areas
Permanent Pool Surface Area 28890sq. ft.
Drainage Area
Impervious Area
volumes
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
Other parameters
SA/DA1
Diameter of Orifice
Design Rainfall
Design TSS Removal 2
12.6 ac.
8.6 ac.
(floor of the basin)
(elevation of the orifice)
(elevation of the discharge structure overflow)
(water surface area at the orifice elevation)
(on -site and off -site drainage to the basin)
(on -site and off -site drainage to the basin)
G @', f30 0 cu. ft. (combined volume of main basin and forebay)
J / j
47380 cu. ft. (volume detained above the permanent pohl)
20,000 cu. ft. (approximately 20% of total volume)
5.06 (surface area to drainage area ratio from DWQ table)
2.5 in, (2 to 5 day temporary pool draw -down required)
1 in.
.25 % (minimum 85% required)
Form SWU-102 Rev 3.99 Page 1 of 4

r vtuus. �tiv,
(to be provided by DWO)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
)WO Stormwater Management Plan Review:
� complete stormwater management plan submittal includes an application form, a wet detention basin
.upplement for each basin, design calculations, and plans and specifications showing all basin and outlet
structure details.
L PROJECT INFORMATION
Project Name: Del Laboratories
Contact Person: Jim Lawrence Phone Number: ( 910 ) 6 0 2 — 4 2 0 0
For projects with multiple basins, specify which basin this worksheet applies. to:
elevations
Basin Bottom Elevation 18.0 ft.
Permanent Pool Elevation ? ? n ft.
Temporary Pool Elevation 9 z _ n ft.
areas
Permanent Pool Surface Area 2 6', 7 5 0 sq. ft.
Drainage Area 11.2 ac.
Impervious Area
volumes
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
Other parameters
SAMA1
Diameter of Orifice
Design Rainfall
Design TSS Removal 2
9 4 9 ac.
(floor of the basin)
2
(elevation of the orifice)
(elevation of the discharge structure overflow)
(water surface area at the orifice elevation)
(on -site and off -site drainage to the basin)
(on -site and off -site drainage to the basin)
979709 cu. ft. (combined volume of main basin and forebay)
6 9 415 cu. ft. (volume detained above the permanent pool)
s 40 cu. ft. (approximately 20% of total volume) a
5.482 (surface area to drainage area ratio from DWO table)
2.5 in. (2 to 5 day temporary pool draw -down required)
1 in..
85 % (minimum 85% required)
Form SWU-102 Rev 3.99 Page 1 of 4

fact' 04 02 08:46a
THE EAST GROUP
2528303954
P.1
The East Group, P.A.
Engineering/Architecture/ Surveying/Technology
PO Box 7305 or 324 South Evans Street
Greenville, NC 27834
Phone: [phone] Fax: [phone]
Facsimile Transmittal
TO:
Linda Lewis
FROM:
Michelle Clements
Company:
NC DENR
Wilniin tore Office
Re:
Stormwater Management
Permit
Phone:
910-395-3900
Date:
10/4/02
Fax:
910-350-2004
Pages including
this cover sheet:
7
Project #:
20020019
Project Name:
I Del Laboratories
Comments:
Linda,
Here are the revised calcualtions, revised details and revised cover sheet of the Wet Detention
Pond Supplements. You should get the originals in the mail on Monday. Thanks for all you
help.
Have a great weekend.
File: o:l ega-Formlfaxcover.doc

Oct'04 02 08:46a THE EAST GROUP 2528303954 p.2
Wet Detention Pond Worksheet
Project Del Laboratories, Inc_
Pond # 2
30-Sep-02
1 Determine SA/DA Ratio
Enter % impervious
From applicable SA/DA table
Next lowest % Impervious value
Next highest % Impervious value
SA/DA
Drainage Area, DA, acres
Surface Area, SA, acres
Surface Area, sf
RECEIVED
OCT 0 4 2002
DW�j�y
PROJ # 4308 0 2z-
84.7 from 85% removal table
Percentage Ratio
80 5.2
90 5.8
5.482
11.2
0.613984
26745.14
2 Determine Runoff from V Storm
Rv, runoff coeff = storm runoff, inches / rainfall, inches
Rv = 0.05+0.009(%impervious)
Rv = 0.8123
Volume to be controlled
1" Rv DA/12 = 0.758 ac-ft 33024.87 cf
3 Determine dimensions
Desired length/width ratio
3
Pond width =
94A1953
80 approximate
Pond length =
283.2586
240 approximate
Depth above permanent pool required, ft
1.234799
2
Depth above permanent pool required, in
14.81758
Actual Pond Provided at Permanent Pool
26750 by planimeter
4 Determine Release Rate - Assume 3 days
Volume of Temporary Pool - 33100 cf
33,100.00
1 day 11
hr
11 min
3 days
124 hrs.
160 min
160 sec
Release Rate = 0.128
an�octur
5 Outlet Pipe Size Required
Q=Cd' A' (2gH)1/2
Q= 128 cfs
3 C.
Cd = .52
g = 32.2
H = .94
..
A=.032ftsq =4.61 insq
r = 1.21 in d = 2.42 in (Use 2.5" )
Calculations By: Michelle Clements, EIT
Reviewed By: D. Kermit Smith, PE

Oct'04 02 08:47a THE EAST GROUP 2528303954 p.3
Wet Detention Pond Worksheet
Project Del Laboratories, Inc.
Pond # 1
1-Oct-02
1 Determine SAIDA Ratio
Enter % impervious
From applicable SAIDA table
Next lowest % Impervious value
Next highest % Impervious value
SAIDA
Drainage Area, DA, acres
Surface Area, SA, acres
Surface Area, sf
RECEIVED
0Ci 0 4 2002
DWQ
PRUJ # (A)0'010& Z Z-
68 from 85% removal table
Percentage Ratio
60 4.5
70 5.2
5.06
12.6
0.63756
27772.11
2 Determine Runoff from 1" Storm
Rv, runoff coeff = storm runoff, inches I rainfall, inches
Rv = 0.05+0.009(%impervious)
Rv = 0.662
Volume to be controlled
1" Rv DA112 = 0.695 ac-ft 30278.56 cf
3 Determine dimensions
Desired length/width ratio 3
Pond width = 96.21523 80 approximate
Pond length = 288.6457 287 approximate
Depth above permanent pool required, ft 1.09025 1.5
Depth above permanent pool required, in 13.083
Actual Pond Provided 28890 by planimeter
4 Determine Release Rate - Assume 3 days
Volume of Temporary 30300
30,30011 day 1 hr 11 min
3 days 124 hrs 160 min 160 sec
Release Rate = 0.117
5 Outlet Pipe Size Required
Q=Cd ' A " (2gH)1 /2
Q=.117cfs
Cd=.52
g = 32.2
H=.69ft
A = .033 ft sq = 4.86 in sq
r = 1.24 in d = 2.48 in (Use 2.5")
Calculations By: Michelle Clements, EIT
Reviewed By: D. Kermit Smith, PE

Oct•04 02 08:47a THE EAST GROUP
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Oct n0.4 02 OS- 47a THE ERST GROUP ene"Jujua1%I� 4G_ F-
Permit No. 5
%, be provided by DWO
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORIv1WATER IvIANAGEMENN T PERIvTIT APPLICATION FORM
WET DETENTION BASIN S'L�BLEMENT
Ms form may be photocopied fnr use as an original
�R Stornawater 1�Ianasement Plan Review: lication form, a wet detention basin
complete stormwater management Plan submittal inciudesdan aP showing all basin and outlet
supplement for each basin, design calculations, and pspecifications
sm:cture de~.ails.
I. PRO.IFCT NFORNUTION
Del Laboratories-� UO LAB-- L�'�
p,oiect Name. 9I0 602-4200
one Number: i
Contact Person: 2
For, oza)ects with. multiple basins, specify which baste this worksheet applies to:
elevarions 1B.0
ft.
Basin Bottom Eleuauon
pe. anent pool Elevation
_,,orary pool Elevation 2 �- ft.
areas
permanent pool Surface Area 2 6 , ? 5 0 sq. ft.
11.2 ac.
Drainage Area
T raper 3ious Axel
volumes
peirnment Pool VoliMe
Temporary Pool Volume
Porebay Volume
Other parameters
SA/DAI
,Diameter of Orifice
Design- Rainfal
Design TSS Removal
Form swu_142 Rev 3.99
o i Q ac.
(floor of the basin)
(elevation of the orifice)
(elevation of the discharge structure wedZow)
(water surface area at the orifice elevation)
(on -site and off -site drainage to the basin)
(on -site and off -site drainage to the basin)
cu. ft. (combined volume of "I"n
basin and forebay)
cu. ft. (volume detained above the permanent POOP
5 4r)cu. ft. (approximately 20% of total volume)
$ 52 (surface area to drainage area ratio from DWQ table)
. r i
2.5 in. (2 to 5 day temporary pool draw -down required)
1 in.
5 % (minimum 85% required)
Page 1 of 4

Footnotes:
1 When using the Division SA/DA tables, the correct SA/DA ratio for permanent pool sizing should be computed based upon the
actual impervious % and permanent pool depth. Linear interpolation should be employed to determine the correct value for non-
standard table entries.
2 In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
90% TSS removal. The NCDENR BW manual provides design tables for both 85% TSS removal and 90% TSS removal.
U. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. Tf a requirement has not been met, attach justification.
Applicants Initials
t1'1 C a. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
ly%-5 C b. The forebay volume is approximately equal to 20% of the basin volume.
11`\ 't-XI c. The temporary pool controls runoff from the design storm event.
t11 C d. The temporary pool draws down in 2 to 5 days.
\IV=,C- e. If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations)
111\`>C_ f. The basin length to width ratio is greater than 3:1.
t11�a[ g. The basin side slopes above the permanent pool are no steeper than 3:1.
h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
M1 >c i. Vegetative cover above the permanent pool elevation is specified.
j. A trash rack or similar device is provided for both the overflow and orifice.
1t�Ja
k. A recorded drainage easement is provided for each basin including access to nearest right-
of-way.
1115( 1. If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified prior to use as a wet detention basin.
tj �y m. A mechanism is specified which will drain the basin for maintenance or an emergency.
M. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided.
..is system (check one) 0 does 0 does not incorporate a vegetated filter at the outlet.
This system (check one) 0 does 0 does not incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3.99 Page 2 of 4

Maintenance activities shall be performed as follows:
1. After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed.
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to maintain
proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed of
in an appropriate manner and shall be handled in a manner that will not adversely impact water quality (i.e.
stockpiling near a wet detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads ' S feet in the forebay, the sediment shall be removed.
Sediment Re oval Fl., 20.5 75
-------------- --
Bottom Ele ation
FOREBAY
BASIN DIAGRAM
( fill in the blanks)
Permanent Pool Elevation 2 2 . 0
Sediment Removal Elevation 19 . 0
----------------------------------
Bottom Elevation 1 R _ fl
MAINPOND
75%
25%
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through
the emergency drain shall be minimized to the maximum extent practical.
Form SWU-102 Rev 3.99 Page 3 of 4

7. All components of the wet detention basin system shall be maintained in good working order.
T acknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print name: �, •�• �; sz �c �r i
1830 Carver DRive, Rocky Point, NC 28547
Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and a
resident of the subdivision has been named the president
I, A64.jw.j 61e.-A &'-& 4 , a Notary Public for the State of ArA CA0yI JLA ,
County of Aft , do hereby certify that S,_i !&g4fAAr-G
personally appeared before me this t I` day of Mao , -ZAp-Z—,, and acknowledge the due
execution of -the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
SEAL
My commission expires r4• Or W �
T04 a 42-
R.
eF�0
IkotNR
PUBL.%G z
� AVER CO"
4
yr.Lgs t
lL=xpr�� �QQtit_li,�1((
Form SW-102 Rev 3.99 Page 4 of 4

LETTER OF TRANSMITTAL
Engineering - Architecture - Surveying - Technology
P.O. Box 7305 / 324 S. Evans Street, Greenville, NC 27834
Phone [phone] Fax [phone]
To: NCDENR-Division of Water Quality Date: 10/1/02 1 Proj. No.: 20020019
127 Cardinal Dr. Ext. Attention: Linda Lewis
Wilmington, NC 28405-3845 RE: Del Labs
I D#:
We are sending you the followin :
Shop Drawings X Prints Samples
Copy of Letter Specs Payment Application
Change Order Plans Other
Copies
Date
No.
Description
3
C2.1
General Grading, Drainage, Erosion & Sedimentation Control Plan
3
C5.1
Utility Details
Storm Water Management Application Form
3
3
Wet Detention Basin Supplement -Pond 1
3
Wet Detention Basin Supplement -Pond 2
3
Revised Erosion Control Spec,
These items are transmitted as checked below:
For Approval Reviewed
X For Your Use Reviewed as Noted
As Requested Revise & Resubmit
For Review and Comment Returned No Action
Prints returned after Loan to us �
Remarks: If you have any comments, contact Michelle Clements i V� CEIVED
°
OCT 0 2 2002
DWQ
Co ies:
PROJ # SW� d2C)6022
Architect: Owner
Engineer: Other:
Contractor: Other:
Signed: Sonny Jackson
T-NCDENR-10-1-02_Unda Lewls_slj

SECTION 02120 - EROSION AND POLLUTION CONTROL
PART 1 -GENERAL
Related Documents: The general provisions of the contract, including the General and Special
Conditions and Division-1 Specification sections apply to work of this section.
Description of Work: The extent of the work required under this section is that required to
minimize water, air, and noise pollution and soil erosion and siltation.
Temporary erosion control measures which may be necessary include, but are not limited to,
temporary berms, dikes, dams, drainage ditches, silt basins, silt ditches
drains, structures, vegetation, mulches, mats, nettin -Perimeter swaies, slope
gor devices that
are necessary to control or restrict erosion. Temporary erosion control hme suresdmay include work
outside the right-of-way or construction limits where such work is necessary as a result of
construction such as borrow pit operations, haul roads, plant sitdaes, equipment storage sites, and
disposal of waste or debris. The Contractor shall be liable for all mages to public or private
property caused by silting or slides originating in waste areas furnished by the Contractor.
A wet detention basin will be installed for stormwater treatment. The aquatic bench indicated on
the drawings will be planted with the species indicated at the end of this section.
Related Work Specified Elsewhere: Earthwork: Section 02300, Seeding: Section 02228.
QUALITY ASSURANCE
Codes and Standards: North Carolina Sedimentation Pollution Control Act of 1973 and the Rules
and Regulations promulgated pursuant to the provisions of said act.
"Standard Specifications for Roads and Structures", North Carolina Department of Transportation
(DOT) latest edition.
In the event of conflict between the regulations listed above and the requirements of these
specifications, the more restrictive requirement shall apply.
SANCTIONS
Failure of The Contractor to fulfill any of the requirements of this section may result in the Owner
ordering the stopping of construction operations until such failure has been corrected. Such
suspension of operations will not justify an extension of contract time nor additional compensation.
Failure on the part of the Contractor to perform the necessary measures to control erosion,
siltations, and pollution will result in the Architect/Engineer notifying the Contractor to take such
measures. In the event that the Contractor fails to perform such measures within 24 hours after
receipt of such notice, the Owner may suspend the work as provided above, or may proceed to
have such measures performed with other forces and equipment, or both. The cost of such work
performed by other forces will be deducted from monies due the Contractor on his contract.
RECEIVED
OCT 0 2 2002
DWQ
PROJ # SW �0 ZW. M EROSION AND POLLUTION CONTROL
02120 - 1

PART 2 - PRODUCTS
SILT FENCES
Posts: Wooden posts shall be a mi„imu;�, of %+;g in diameter and 6' in length. Posts shall b
creosote or pentachlorophenol treated southern pine, a of
Steel posts shall be 5' in height and be of self -fastener angle steel type.
Posts shall be spaced at 10' max. when sift fence is backed with wire mesh, 7' when no wire
mesh is used or as required by the Architect/Engineer.
Woven Wire: Woven wire fencing shall conform to ASTM Al 1'6 for Class 3 galvanizing. F
shall be a minimum of 32" in width and shall have a minimum of 6 line wires with 12" stay
spacin p g Fabric
g. The to and bottom wires shall be 10 gauge while the intermediate wires shall be 12-1/2
gauge. Wire fabric shall be fastened to wood posts with not less than #9 wire staples 1-1/2" long.
Fabric: Provide woven synthetic fiber designed specifically for silt fence conforming to N g
specifications, 9 NCDOT
DRAINAGE STONE
Check Dam: NCDOT Class 8 Stone
Rock Silt Check Dam: NCDOT Class B Stone and Glass I material NCDOT No. 57.
TEMPORARY SEEDING:
Temporary seeding, when required, shall be performed in accordance with the recommend
contained in "Guide for Sediment Control on Construction Sites in North Carolina", published by
the Soil Conservation Service and Section 02228 of these specifications, recommendations
PART 3 - EXECUTION
and noise pollution caused by his operationsGeneral: The Contractor shall take whatever measures are necessary to minimize soil erosion
siltation, water, air, . The Contractor shall also comply
prev
With the applicable regulations of all legally constituted authorities relating to pollution and
and control. The Contractor shall keep himself fully informed of all such regulations which
way affect the conduct of the work, and shall at all times observe and comply with all ention
regulations. In the event of conflict between such regulations and the requiremen such
in any
specifications, the more restrictive requirements shall apply.
is of the
EROSIONS AND SILTATION CONTROL
The Contractor shall exercise every reasonable precaution throughout the life of the project to
prevent the eroding of soil and the silting of rivers, streams, lakes, reservoirs, other water
impoundments, ground surfaces, or other property.
Prior to suspension of operations on the project or any portion thereof, the Contractor
necessary measures to protect the construction area, including but not limited to borrow souarces,all
soil type base course sources, and waste areas, from erosion during the period of suspension.
EROSION AND POLLUTION CONTROL
02120 - 2

Provide diversion ditches and berms as necessary to prevent concentrated flow of water across
disturbed areas.
Provide a settling basin with a gravel filter outlet for all water pumped from trenches or dewatering
equipment. Pumping of that water directly into any stream, pond, or 'p-latercourse is prohibited.
Temporarily fertilize, seed and mulch the disturbed areas as soon as practicable and, in all cases, no
later than 7 days after completion of the work at a particular site.
When construction operations are suspended for more than 30 days, provide temporary seeding
and mulching of all disturbed areas including those areas in which further construction is necessary.
Erosion control measures installed by the Contractor shall be acceptably maintained by the
Contractor.
Silt fences shall be provided where shown on the drawings and/or as necessary to prevent erosion.
Catch basins shall be protected from silt by placing silt fence around the opening until vegetative
cover is established or pavement is placed.
WATER AND AIR POLLUTION
The Contractor shall exercise every reasonable precaution throughout the life of the project to
prevent pollution of rivers, streams, and water impoundment's. Pollution's such as chemicals,
fuels, lubricants, bitumens, raw sewage, and other harmful waste shall not be discharged into or
alongside of rivers, streams, or impoundments, or into natural or manmade channels leading
thereto.
A minimum of four distinct plant species, two shrub species and two herbaceous ground covers,
shall be planted on the aquatic bench as indicated on the drawings. The plants species must be
chosen from the table following this section. The plants shall be spaced according to Table 4.6.
DUST CONTROL
The Contractor shall control dust throughout the life of the project within the project area and at all
other areas affected by the construction of the project, including, but not specifically limited to,
unpaved secondary roads, haul roads, access roads, disposal sites, borrow and material sources,
and production sites. Dust control' shall not be considered effective where the amount of dust
creates a potential or actual unsafe condition, public nuisance, or condition endangering the value,
utility, or appearance of any property.
NOISE CONTROL
The Contractor shall exercise every reasonable precaution throughout the life of the project to
prevent excessive and unnecessary noise. The Contractor shall choose his methods so as to
minimize the disturbance of area residents.
EROSION AND POLLUTION CONTROL
02120 - 3

permanent pool. An extended detention wetland must be also be designed with a forebay, as is a wet
detention pond.
a-
4
c-
The major difference between an extended detention wetland and a wet detention basin is that the
allocation of surface area to different pond depths. For the system to function as a wetland, 70% of the
area of the permanent pool needs to be designed as a marsh with a depth of 0 to 18", with an almost equal
distribution of area (35% and 35%) between 0" to 9" and T" to 18." The other major difference is that
there needs to be a small pool (15 % of the surface area) where the outlet is located to prevent sediment
from interfering with the outlet. structure functions. The balance of the area is flexible with respect to
depth.
A most important consideration when designing both extended detention wetland systems and pocket
wetland systems is the specification and installation of plants. Tables 4.1, 4.2, and 4.3 in chapter 4 will
give a good indication of those plants that can be used in areas that will not be continually inundated.
The ponding times, shown in days under Ponding, will give a good indication of what zones of the
wetland the species should be planted. Shown below in Table 2.2 are those plants that should do well
when planted within the normal, permanent pool of the wetland.
Table 2.2 Wetland Plants
ScienVwl Name
Commercial
Inundation
Wildlife Value
Notes
Common Name
Form
AvaHability
Tblegnce
Peltaiuim virginia
Emergent
yes
up to I ft.
High, Berries are
Full son to partial shade
Arrow arum
eaten by wood ducks
Saggitaria ladfolia
Emergent
yes
up to 1 ft.
Moderate. Tubers and
Aggressive colonizer
Arrowhead/ Duck potato
seeds eaten by ducks
Andropogon virginicus
Perimeter
yes
up to 3 in.
High. Songbirds and
Tolerant of fluctuating water
Broomsedge
browsers. Winter food
levels dt partial shade
and cover
Andropogon glomerarus
Emergent
yes
up to 1 ft.
Requires full sun
Bushy Beartiffrass
Typha spp.
Emergent
yes
up to 1 ft.
Low. Except as cover
Aggressive. May eliminate
Cattail
otherspecies. Volunteer.
High pollutant treatment.
Cerarophyllum DWQersum
Submergent
yes
yes
Low food value. Good
Free floating SAV. Shade
Coontail
habitat and shelter for
tolerant. Rapid growth.
fish and invertebrates
Scirpus pungens
Emergent
yes
up to 6 in.
High. Seeds. cover.
Fast colonizer. Can tolerate
Common Three -Square
Waterfowl, songbirds
psriads of dryness. Full
sun. ffigh metal removal.
Lernna spp•
Submergend
yes
yes
High, Food for
High metal removal
Duckweed
Emergent
waterfowl. and -fish
Saururus cemuus
Emergent
yes
up to I ft.
Low, except for wood
Rapid growth. Shade
Lizard's Tail
ducks
tolerant.
Hibiscus moscheutos
Emergent
yes
up to 3 in.
Low. Nectar.
Full sun. Can tolerate
Marsh Hibiscus
Emergent
yes
up to 1 ft.
Moderate. Ducks.
mriodic dryness
Full sum to partial shade
Pontederia cordata
Pickerelweed
Nectar for butterflies.
Poramogeton pectinatus
Submergent
yes
yes
Extremely high.
Removes heavy metals.
Pond Weed
Waterfowl, marsh and
shorebirds.
Leersia orywides
Emergent
yes
up to 3 in
High. Food and cover.
Full sun although tolerant -
Rice cut s
shade. Provides some
is

Carer spp. Emergent
Sedges
Scirpus valid:sh
Emergent
Soft -stem Bu
Polygonnum spp. Emergent
Smartweed
Juncus ef,�esus Emergent
Soft Rush y'
Nuphar lureum Emergent
S atterdock ye
Panicum vergarum Perimeter
Switchgrass ye
Acorus calamus Perimeter
Sweet Flag ye
Elodea canadensis Submergent ye;
Waterweed
Valisneria americana I Submergent yeS
Wild Celery
Zhania aquatica Emergent es
Wild Rice y
Table from: Desier�of Stormwater Wetlands Systems euide
Re 'on, Schueler
shoreline stabilization
es up to 3 in.
High. Waterfowl and
Many weamd and several
birds.
u i
es up to 1 ft.
Moderson
ate. Good cover
Full sun. Aggressive weedv
and food•
miens such as P. perfoliaturn
es up to I ft.
High. Waterfowl.
Fast colonies Tolerant of i
songbirds. Seeds and
fluctuating water levels.
cover.
:s up to I ft.
Moderate.
Tolerates wet or dry
• conditions. ;
s up to 3 ft.
Moderate for food but
Fast colonizer. Tolerant of
hiEh for cover.
fluctuating water levels.
s up to 3 in.
High. Seeds, cover for
Tolerates wet and dry
waterfowl and
conditions.
son birds.
s up to 3 in.
Low.
Tolerant of dry periods. Not j
a rapid colonizer. Tolerates
acidic conditions
s yes
Low.
Good water oxygenator.
High nutrient, copper,
manganese and chron ium
removal.
yes
High. Food for
Tolerant of murky water and
waterfowl. Habitat for
high nutrient loads.
fish and invertebrates. I
-
up to I ft.
High. Food for birds.
Prefers full sun.
-lines for creating diverse
and effective stormwa=
wetlands in the mid Atlantic
2.7 Design Requirements for Pocket Wetlands
In those situations where a combination of stormwater BMPs will be utilized to achieve the required 85%
TSS removal, pocket wetlands in combination with grassed swales or filter strips can provide the needed
removal. For design purposes these can be thought of as a special case of the extended detention
wetland, or possibly a small wet detention pond with special emphasis placed on the wetland plantings.
The sizing process should follow that of the wet detention basin, but with the following table (Table 2.3)
used in place of Table 1.1. For example, a development of 4.5 acres, with 3.825 acres of imperviousness
(85% imperviousness) would need a pocket wetland that had 0.96% of 4.5 acres of permanent pool. One
notable difference between this table and Table i.1 is that no depths are given. An average depth of two
feet is assumed.
19

4.12 Number and Size ofplant Species
A minimum of three species of trees and three species of shrubs should be selected to insure diversity.
in addition to reducing the potential for monoculture mortality concerns, a diversity of trees and shrubs
with differing rates of transpiration may ensure a more constant rate of evapotranspiration and nutrient
and pollutant uptake throughout the growing season.
Herbaceous ground covers are important to prevent erosion of the mulch and the soil la
herbaceous ground covers are identified in Table 4.5. yam• Suitable
The number of tree and shrub plantings may vary, especially in areas where
vital to site development, and should be determined on an individual site basis. on average,thetics and visibility are
and shrubs should be planted per acre. For example, a bioretention area1000 trees
contain a combination of trees and shrubs totaling 14 individuals. The recommended 15' x 40' would
maximum number of individuals and spacing are given in Table 4.6. mmended minimum and
Two to three shrubs should be specified for each tree (2:1 to 3:1 ratio of shrubs to trees).
Table 4.6 Recommended Tree and Shrub Spacing
Tree Spacing Shrub Spacing Total Density
(feet) rs e..
Averse " 12 �400
12 8 100t)
vl inum 11
7
At installation, trees should be 2.5 inches in caliper, and shrubs 3 to 4 feet in height or 18 to 24 inches in
spread. Ground cover may be as seed or, preferably, plugs. The relatively mature
trees and shrubs are important to ensure that the installation of cants are y size requirements for
bioretention process (i.e., evapotranspiration, pollutant uptake)P readily contributing to the
4.13 Plant Material Layout
There are two ,guidelines that. should apply to all bioretention areas. First, woody plant material should
not ib placed- within the immediate trees areas of where flow will be entering the bioretention area. Besides
Possibly concentrating flows, trees and shrubs can be dams recommended that trees be planted � as a result of the flow. Secondly, it is
ter of bioretention
shading and sheltering of bioretention areas and to creatperie mierocl mate which will o M ximize the
exposure from summer solar radiation -and winter freezes and w the in Figure 14. inds. An example planting plan is shown
Often designers will find that the environmental factors such as wind and temperature
site but also between bioretention areas. As a result, the designer may need to rer the platconly on
ement of
each plant. An example would be to con sider placing evergreen trees or other wind tolerant species on
the northern end of a bioretention area, against cold winter winds.
53

END OF SECTION 02120
EROSION AND POLLUTION CONTROL
02120 - 10

P. 1
COMMUNICATION RESULT REPORT ( OCT. 3.2002 3:54PM )
FILE MADE
826 MEMORY TX
OPTION
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
i
Date: OLIaberr 3�1 -21
To: Michelle 9e
Company: ThO f
FAX ##: 25�Tg
r
DWQ Stormwa ll 1
Project None;
MESSAGE;
Dear Michelle:
TTI NCDENR WIRO
ADDRESS (GROUP) RESULT PAGE
-----------------------------------------------------
8-2528303954 OK P. 1/1
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
Michael F. Easley, Governor
William G. Ross, Jr. Secretary
North Carolina Department of Environment and Natural Aisourcas
Alan W. Klimek, P,E„ Director
Dlvislon of Water Quality
Wilmington Regional ,Office
FAX COVER SHEET
No. of Pages: 1 -�
It$ From: Linda Lewis
Group Water Quality Section - Stormwater
1954 FAX # 910,350-2004
Phone # [phone]
Number: SW8 020622
Laboratories
Why did YOU c hange the volume used to calculate the orifice size? The 3" orifices are too
large. The 1" vol ; e I lust be used to calculate the orifice, with the average head associated with the
temporgry pool 010 at on specified on the supplement. For Pond 1, that would be 30,279 cubic feet
and .69 feet of aveiag head. For Pond 2, it will be 33,025 cubic feet at 0.94 feet of average bead,

0� A`T��'
> ' =i
Date: October 3, 2002
To: Michelle Clements
Company: The East Group
FAX #: [phone]
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
Wilmington Regional Office
FAX COVER SHEET
DWQ Stormwater Project Number: SW8 020622
Project Name: DEL Laboratories
MESSAGE:
Dear Michelle:
No. of Pages: 1
From: Linda Lewis �Al
Water Quality Section - Stormwater
FAX # [phone]
Phone # [phone]
Why did you change the volume used to calculate the orifice size? The 3" orifices are too
large. The 1" volume must be used to calculate the orifice, with the average head associated with the
temporary pool elevation specified on the supplement. For Pond 1, that would be 30,279 cubic feet
and .69 feet of average head. For Pond 2, it will be 33,025 cubic feet at 0.94 feet of average head.
Please revise the calculations and details.
I see three different surface areas for the permanent pool of Pond 1. The first page of the
calculations says the actual pond area by planimeter is 27,800 ft2; the second page of the calculations
(the area/volume tables) indicate that the total area at 28,890 ft2; and finally, the supplement form
says 29,130 ft2. All three must agree, so please decide which one it will be and revise the appropriate
items.
You've used the SAND A values for a 3.5' deep pond instead of a T deep pond or Pond 1. The
surface area you have provided is in excess of the minimum. Please be aware that the permit I write
will not show the same minimum required surface area, since yours is so much higher than is
actually required.
S:\WQS\STORMWAT\ADDINFO\2002\020622.00T
:INFA
N.C. Division of Water Quality 127 Cardinal Drive Extension Wilmington, N.C. 28405 [phone] Fax [phone] Customer Service
800-623-7748

Wet Detention Pond Worksheet
Project Del Laboratories, Inc.
Pond # 1
1-Oct-02
1 Determine SA/DA Ratio
Enter % impervious
From applicable SA/DA table
Next lowest % Impervious value
Next highest % Impervious value
SA/DA
Drainage Area, DA, acres
Surface Area, SA, acres
Surface Area, sf
68 from /o removal table
Percentage RaticP
60 4.5
70 5.2
5.06
12.6
0.63756
27772.11
2 Determine Runoff from 1" Storm
Rv, runoff coeff = storm runoff, inches / rainfall, inches
Rv = 0.05+0.009(%impervious)
Rv = 0.662
Volume to be controlled
1" Rv DA/12 = 0.695 ac-ft 1C 30278.56 cf
3 Determine dimensions
Desired length/width ratio
Pond width =
Pond length =
Depth above permanent pool required, ft
Depth above permanent pool required, in
Actual Pond Provided
4 Determine Release Rate - Assume 3 days
Volume of Temporary 47380
47,38011 day 11 hr 11 min
3 days 124 hrs 160 min 160 sec
Release Rate = 0.183
5 Outlet Pipe Size Required
Q=Cd * A * (2gH)1/2
Q=.183cfs
Cd=.52
g = 32.2
H=.75'It
A=.045ftsq=6.6insq
r = 1.45 in d = 2.9 in (Use 3.0")
q-, 3 S`1v
RECEIVED
OCT 0 2 2002
DWQ
PROJ # SWe0'Z0C0Z2.
3
96.21523 80 approximate
288.6457 287 approximate
1.09025 1.5
13.083 —
27800 by planimeterD
,ram IN
�Jrs
P
/a//MS

Del Laboratories, Inc.
Stormwater
Project No. SW8
020622
1-Oct-02
Pond 1
Surface Area
Incremental Cumulative
Elevation
(sf)
Volume (cf) Volume (cf)
17
7624
0
9291
18
10958
9291
12745
19
14532
22036
16519
20
18506
38555
20563
21
22620
59118
23685
22
24750
82803
25870
23
26990
108673
Forebay
19
3000
0
3745
20
4490
3745
5380
21
6270
9125
6940
22
7610
m v-5
16065
ia4v
7940
23
8270
24005

Wet Detention Pond Worksheet
Project Del Laboratories, Inc.
Pond # 2
30-Sep-02
Determine SA/DA Ratio
Enter % impervious
From applicable SA/DA table
Next lowest % Impervious value
Next highest % Impervious value
SA/DA
Drainage Area, DA, acres
Surface Area, SA, acres
Surface Area, sf
84.7 from 85% removal table
Percentage Ratio
80 5.2
90 5.8
5.482
11.2
0.613984
26745.14
2 Determine Runoff from 1" Storm
Rv, runoff coeff = storm runoff, inches / rainfall, inches
Rv = 0 .05+0.009(% impervious)
Rv =
0.8123
Volume to be controlled
1" Rv DA/12 = 0.758 ac-ft
/"33024.87 cf
\
J
3 Determine dimensions
Desired length/width ratio
3
Pond width =
94.41953
80 approximate
Pond length =
283.2586
240 approximate
Depth above permanent pool required, ft
1.234799
2
Depth above permanent pool required, in
14.81758
Pond Provided at Permanent Pool
yplaniActual
(26�75Ome
4 Determine Release Rate - Assume 3 days
Volume of Temporary Pool - 62435 cf
{, 62,435.00
1 day
11 hr
11 min
3 days
124 hrs
160 min
160 sec
Release Rate = 0.241
5 Outlet Pipe Size Required
Q=Cd * A * (2gH)1/2
Q = .240 cis
Cd = .52
g = 32.2
H=1.0
A=.047ftsq=6.8insq
r = 1.47 in d = 2.94 in (Use 3.0")

Del Laboratories, Inc.
Stormwater Project No. SW8 020622
30-Sep-02
Pond 2
Surface Area
Incremental
Cumulative
Elevation
(st)
Volume (cf
Volume (cfl
18
6480
0
7945
19
9410
7945
10992.5
20
12575
18937.5
14322.5
21
16070
33260
17937.5
22
19805
51197.5
20865
23
21925
72062.5
22837.5
24
23750
94900
Forebay
20
0
0
1517.5
21
3035
1517.5
4990
22
6945
6507.5
7977.5
23
9010
14485
10755
24
12500
25240

Michael F. Easley, Governor
OFwATF9
O� QG
Mr. Jim Lawrence, Vice President
DEL Laboratories, Inc.
1830 Carver Drive
Rocky Point, NC 28457
Dear Mr. Lawrence:
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
Wilmington Regional Office
September 27, 2002
Subject: REQUEST FORADDITIONAL INFORMATION
Stormwater Project No. SW8 020622
DEL Laboratories Addition
Pender County
The Wilmington Regional Office received a Stormwater Management Permit Application
for DEL Laboratories Addition on August 16, 2002. A preliminary review of that information
has determined that the application is not complete. The following information is needed to
continue the stormwater review:
Whilc the minimum required surface area calculations are now based on the
coastal SA/DA tables for both ponds, the calculations for Pond 1 indicate that a
minimum of 27,903 ftz must be provided at the permanent pool elevation of 21,
but only 17,750 ftz is provided. The supplement, however, reports 18,211 W. In
either case, the surface area at permanent pool is deficient by several thousand
square feet. For Pond 2, the calculated minimum surface area is 27,199 ftz, but
only 25,590 ftz is provided. Please provide the minimum surface areas in each
pond at the permanent pool elevation.
2. What is the drainage area for Pond 1? The calculations now use 13.6, but no
revised drainage area delineation was submitted to indicate that the original 12.6
acre drainage area has changed. Page 2 of the application still reports 12.6 as the
drainage area. If the drainage area is now 13.6 acres, please submit a revised
drainage basin delineation map.
3. The percent impervious for Pond 1 has only been changed on page 2 of the
application. The calculations still use 63% instead of thocorrect 68%. If the
drainage area is 13.6, then the percent impervious is 63.24%, but if it is 12.6, then
the 68% is right. Please be consistent and revise the calculation or application as
needed to accurately reflect the proposed condition.
4. Please check the built -upon areas for Pond 2. The top part of Section 111.6
indicates a total BIJA of 420,790 ftz, but the bottom area shows a total of
3,757,050 W. However, if you add up the numbers shown in the lower part
(proposed building plus parking), they total 435,600 W. Please check and revise
as necessary.
5. Rip rap is good at slowing the energy -of the incoming runoff, but it will not do a
good job of spreading out the flow across the width of the vegetated filter. Please
specify a more suitable device to spread out the flow.
ATTWA
N.C. Division of Water Quality 127 Cardinal Drive Extension Wilmington, N.C. 28405 [phone] Fax [phone] Customer Service
800-623-7748

Mr. Lawrence
September 27, 2002
Stormwater Project No. SW8 020622
6. Please submit a new copy of the specifications with the correct wetlands plants
section.
7. The forebay volume, as I just recently was informed, is supposed to be 20% of the
total volume in the pond, i.e, permanent pool volume plus temporary pool
volume. For Pond 1, the total volume is around 81,000 cubic feet, so the forebay
volume should be in the range of 14,500 cubic feet to 17,800 cubic feet. Please
revise.
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 October 27, 2002,
or the application will be returned as incomplete. The return of a project will necessitate
resubmittal of all required items, including the application fee.
If you need additional time to submit the information, please mail or fax your request for
a time extension to the Division at the address and fax number at the bottom of this letter. The
request must indicate the date by which you expect to submit the required information. The
Division is allowed 90 days from the receipt of a completed application to issue the permit.
The construction of any impervious surfaces, other thiai a construction entrance under an
approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject
to enforcement action pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any original
documents that need to be revised have been sent to the engineer or agent. All original
documents must be returned or new originals must be provided. Copies are not acceptable. If
you have any questions concerning this matter please feel free to call me at [phone].
Sincerely,
4, 6&' od"
Linda Lewis
Environmental Engineer
RSS/arl: S:\WQS\STORMWAT\ADDINFO\2002\020622.SEP
cc: Linda Lewis
Michelle Clements

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��°' A CONSTRUCTION '� DS'
`�
'�` 1 �` x / ` //. SPOIL AREA ENTRANCE ' - f 7.7� RIP
20' BUFFER , / '� x RAP /
I 30' VEGETATIVE '� ''�; -' •ram EXISTING DITCH �J . � � � / � �
I FILTER 60' �,.. , JA � 9 s �p
�'�,•'� '' ISOLATED WETLAND
WETLANDS CFjN1 � /� WETLANDS
I WETLANDS ,- TO BE FILLED (0.08 AC.) (TO REMAIN DEL. LABORATORIES �0 \I (TO REMAIN UNDISTURBED)
I (TO REMAIN UNDISTURBED) UNDISTURBED)
A I 50: 25 0 50'
SILT FENCE (TYP.)
1 "= 50'-- 0" / A 3
X X X X
THIS DRAWING IS THE PROPERTY OF THE ST GROUP, P.A. ANY USE, REUSE, REPRODUCTION, DISPLAY OR SALE OF THIS DRAWING WITHOUT WRITTEN CONSENT OF E EAST GROUP, P.A. IS STRICTLY PROHIBITED. COPYRIG , THE EAST GROUP. P.A. 2002
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GRADING NOTES:
1. ALL VEGETATION AND TOPSOIL SHALL BE STRIPPED FROM FILL AREAS
PRIOR TO PLACING FILL. ANY QUESTIONABLE OR UNSUITABLE SOIL
CONDITIONS SHALL BE BROUGHT TO THE ATTEN11ON OF THE ENGINEER.
2. AFTER STRIPPING TOPSOIL AND PRIOR TO PLACING FILL, IT IS RECOMMENDED
THAT ALL BUILDING, PARKING AND DRIVEWAY AREAS BE ROLLED WITH A
VIBRATORY ROLLER TO CONSOLIDATE LOOSE SOILS IN THE UPPER SUBGRADE.
COMPACTION TEST RESULTS OF AT LEAST 95 PERCENT OF THE STANDARD
PROCTOR MAXIMUM DRY DENSITY WILL BE REQUIRED PRIOR TO ENGINEER'S
APPROVAL, FOR FILL PLACEMEN
3. ALL FILL SHALL BE COMPACTED TO AT LEAST 95% OF THE STANDARD
PROCTOR MAXIMUM DRY DENSITY (ASTM D698).
4. GRADING CONTRACTOR SHALL SEED AND MULCH ALL DISTURBED AREAS
IN ACCORDANCE WITH THE SPECIFICATONS WITHIN 30 DAYS COMPLE11ON
OF GRADING WORK. UPON COMPLETION OF THE PROJECT, THE GENERAL
CONTRACTOR SHALL INSTALL PERMANENT SEEDING AS OUTLINED IN THE
SPECIFICATIONS. ALL DRAINAGE PIPES SHALL BE CLEANED BY THE GEN-
ERAL CONTRACTOR TQ REMOVE ANY SEDIMENTS THAT HAVE ACCUMULATED.
5. ALL PLANTING AREAS SHALL BE BACKFILLED NTH TOPSOIL AND RAKED
DOWN, REMOVING ALL CLODS AND ROOTS, AND LEFT READY FOR SEEDING
AND PLANTING.
LEGEN D
EIP = EXISTING IRON PIPE
ECM =EXISTING CONCRETE MONUMENT
EB = ELECTRIC BOX
PP =POWER POLE
GW =GUY WIRE
AL =AREA LIGHT
SS = SANITARY SEWER
MH = MANHOLE
DI = DROP INLET
RCP = REINFORCED CONCRETE PIPE
CMP =CORRUGATED METAL PIPE
CP = CONCRETE PAD
CDP =CONCRETE DUMPSTER PAD
SI = SIGN
AC = AIR CONDITIONING UNIT
FH =FIRE HYDRANT
PIV = POST INDICATOR VALVE
MW = MONITORING WELL
V =VALVE
WV = WATER VALVE
GV =GATE VALVE
CO =CLEAN OUT
GM =GAS METER
BLRDS = BOLLARDS .,
----- x-•-•--- CLF = CHAIN LINK FENCE
LPT = LIQUID PROPANE TANK
EX =EXISTING
O = NO POINT SET
- - - - - = STORM DRAINAGE LINE
® = NEW STORM DRAINAGE
. X = SILT FENCE
REVISED PER NCDENR COMMENTS -
3
10/1 /02
SIZE INCREASED FOR DET. POND-1
& PIPE LENGTHS CHANGED POND-1
SLJ
2
8/14/02
REVISED PER NCDENR COMMENTS -
SLJ
PONDS CHANGED &ADDED R.D.'S
1
8/7/02
ADDED TRUCK DOCK SECTION &
SLJ
REVISED CONCRETE SWALE DETAILS
0
7/19/02
ISSUE FOR CONSTRUCTION
SLJ
g
7/12/02
ISSUE FOR CLIENT REVIEW
HGN
A
5/14/02
ISSUE FOR REVIEW
SLJ
REV.
N0.
DATE
REVISIONS
BY
•Engineering ■Architecture ■ Surveying wTechnology
Box 7305, 324 S. Evans St, Greenville, NC 27834 252-758-3746, 252-830-3954 (Fax)
PROJECT TITLE
DEL LABORATORIES, INC.
Rock Point Tw Pender Co., NC
.,
DRAWING TITLE
General Grading, Drainage,
Erosion & Sedimentation
Control Plan
SCALE
DEPARTMENT
1" = 50'
CIVIL
DRAWN BY
DATE
SHEET No.
SLJ
4/9/02
3 of 8
CHECKED
DRAWING NO.
.
APPROVED
PROJECT NO.
00 0019
2 2
_

+
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1) NEW POST INDICATOR VALVE (PIV) LOCATIONS BY OTHERS.
2) GENERAL CONTRA ALL PROVIDE AND INSTALL PROPANE
GAS PIPING TO EACH HVAC UNIT AND SHALL PROVIDE AND
INSTALL A PLUG COCK SHUTOFF VAVLE AT THE UNIT. THE HVAC
CONTRACTOR SHALL INSTALL A PROPERLY SIZED GAS PRESSURE
L PIPING TO THE HVAC UNIT GAS
CONNECTION. .
3) GAS CONTRACTOR TO PROVIDE 4-5 PSI CONNECTION IN BLDG.
LEGENQ
EIP = EXISTING IRON PIPE
EB = ELECTRIC BOX
PP = POWER POLE
GW = GUY WIRE
AL = AREA LIGHT
SS = SANITARY SEWER
MH = MANHOLE
DI = DROP INLET
RCP = REINFORCED CONCRETE PIPE
E AL I
SI = SIGN
I AC = AIR CONDITIONING UNIT
FH = FIRE HYDRANT
PIV = POST INDICATOR VALVE
MW = MONITORING WELL
V = VALVE
WV = WATER VALVE
WL = WATER LINE
BLRDS = BOLLARDS
X- CLF = CHAIN LINK FENCE
LPT = LIQUID PROPANE TANK
EX = EXISTING
FH ASSY = FIRE HYDRANT ASSEMBLY
0 = NO POINT SET
--SS- - = EX. SANITARY SEWER LINE
_SSONONssoo R LINE
= = = = = = EX. STORM DRAINAGE LINE
m m mm-im = NEW STORM DRAINAGE LINE
--UG-- = EX. UN
-Uc- =
--UE-- = EX. UNDERGROUND ELECTRIC LINE
-E- = OVERHEAD ELECTRIC LINE
- -FOC- - = EX. UNDERGROUND FIBER OPTIC CABLE
N­N-­­­­j �-- = NEW WATER LINE
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ADDED PUMP STATION, 8" SS LINE
8/7/02
TO MH-1, ADDED 10- ROOF DRAIN
SLJ
I
& 4" PVC ALCOHOL WASTE LINE
0
7/19/02
ISSUE FOR CONSTRUCTION
SLJ
7/12/02
DATE
I
ISSUE FOR CLIENT REMEW
REVISIONS
I
SLJ
. BY
REV.
I NO.
I
TH �E
EAST
mEngineering mArchitecture a Surveying w Technology
Box 7305, 324 S. Evans St., Greenville, NC 27834 252-758-3746, 252-830-3954 (Fox)
.
PROJECT TITLE
DEL LABORATORIES, INC.
Rocky Point TwP., Pender Co., NC
DRAWING TITLE
Utility Plan
SCALE
1 of = 50'
CIVIL
DRAWNBY DATE
SHEET No.
SLJ 4/9/02
4 of 8
DRAWING N;.
0
APPROVED
� I
PROJECT NO.
20020019

C
SEAL
SEAL
o'
0
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O
1
8/7/02
7/19/02
REVISED # OF DWGS. ON TITLEBLOCK
ISSUE FOR CONSTRUCTION
SLJ
SLJ
p
B
7/12/02
ISSUE FOR CLIENT REVIEW
HGN
A
5/14/02
DATE
ISSUE FOR REVIEW
REVISIONS
SLJ
BY
REV.
N0.
THE
EAST
GROUP, P.A.
engineering uArchiteciure a Surveying w Technology
Box 7305, 324 S. Evans St, Greenvale, NC 27834 252-758-3746, 252-830-3954 (Fox)
PROJECT TITLE
DEL LABORATORIES, INC.
Rocky Point Tw ., Pender Co., NC
DRAWING TITLE
Grading, Drainage, Erosion
& Sedimentation Control
and Pavement Details
SCALE'
DEPARTMENT
N. I�(.S.
CIVIL
DRAWN BY
DATE
SHEET No.
SLJ
4/9/02
6 of 8
CHECKED
DRAWING NO.
C4N1
APPROVED
PROJECT NO.
20020019

I
11 10 9 8 7 6 5 4SEAL
3 2 1
15 14 13 12
CA ®d!
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4" VULCAN MODEL #G8471 4'
CLEAN OUT TO BE SET W/G8460 LID MARKED SEWER
OPENINGS NOT TO
FLUSH W/FINISH GRADE OR 4OPENINGS NOT TO
" EXCEED 4" SQUARE
6" EAST JORDEN #1574Z EXCEED 4 SQUARE
(TYP.) 0
f
1" TAPER 24" SQUARE �RLID MARKED SEWER (TYP.)
CONC. PAD EQUAL
0
GRAB ,
FINISHED SUS FIN. GRADE 1" GRADE (PVMT.) -
RECAST 4t
\� \ \\ CONC. N W
.P
%\°.e c O 0 O r 4 x4 PRECAST /
SLOPE SIDES AS + O 0 0 0 0 t CONC. BASIN W/ KNOCKOUT PANELS
NECESSARY FOR z FINISHED SUBGRADE �' ALL OC4 SIDES
KOUT PANELS ALL 4 SIDES
/ CONSTRUCTION
3000 PSI CONC. ENCASEMENT
OUTSIDE OF PAVED SURFACES)\
( SANITARY SEWER >K
°D •"c `�� i•� CLEANOUT NECESSARY FORELAN
UNDISTURBED SOIL NECESSARYCONSTRUCT
#4 STEEL REBAR (GALV. E SIDES AS ELAN
#4 STEEL REBAR (GALV.
N
OR ASPHALT COATED) I �
\\ 22 1/2' BEND COMBINATION WYE OR ASPHALT COATED) TACKWELDED AT 4" O.C.
N \ EACH END OF BOX a' a /� TACKWELDED AT 4 O.C. EACH
EACH WAY LAID IN TOP EN - OF BASIN LAID IN TOP ATTACH SCREEN � TOP = 25.0
ATTACH SCREEN
TOP - 24.0 W/ GALV. LAG
�P \ , OF BASIN W GALV. LAG
\ / &WEDGE ANC ( S ,
lj 12» \,�NG"(N » _ & WEDGE ANCHORS
r ' OUTLET = 24.0
STUB OUT 12 § 5? �i. ? 3.75 x 0.66
3.75 x 0.66 ' ,x
PAST WYE do PLUG -- n• OUTLET = 22.5 OPENING �}
DURING TESTING oo OPENING
'%. 45' MAX. 4" SCH. 40 PVC DWV SEWER 10` >!e ��
1 /2 OPENING GALV. INLET = 21.0 1 /2" OPENING GALV. ti . ', > ` R INLET = 22.0
., 22 1/2' MIN. SERVICE PIPE AT 1X MIN.- g �; Y/ ME ALUMINUM EXPANDED
\ GRADE. (ASTM D-2665, D 1785) ay UNDISTURBED SOIL OR ALUMINUM EXPANDED €
• METAL SCREEN
\/ � � •, BOTTOM = 18.50
� AL SCREEN f,•
�,
S TAPPING SADDLE AB ' q.D. OF g BOTTOM = 19.35
MAXIMUM SIDE " .�. � �: �. x.. . � ;
INSTALL IN ACCORDANCE 12" PIPE 12" "'-" I.D. INLET
� I.D. INLE
WITH MANUFACTURER'S NOTE: CLEARANCE
PIPE GROUT IN '
• • PIPE GROUT IN M
12" O.D.
12" MA)aMUM SIDE RECOMMENDATIONS. MIN. 6" SEWER SERVICE TRENCH PLACE INV. = 22.0
57 STONE BEDDING SHALL BE COMPACTED TO
PLACE INV. = 21.0 �?
UNDER WYE 95% STANDARD PROCTOR.
(�°-_-CRUSHED sT ��U CRUSHED STONE _.LEVA-- ---
_ I
I
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DETENTION POND OUTLET STR CTURE POND--2
SANITARY SEWER FORCE MAIN TRENCH q. DETENTION POND OUTLET STRUCTURE POND 1 5
SANITARY SEWER SERVICE DETAIL 3 N.T.S.
WATER PIPE ,TRENCH
2 N.T.S.
C5 C5.T.s.
C5 N.T.S. C5 N.T.S. C5
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-EL.= 6.0-AQ
{
BENCH
AQUATIC
r BENCH �• EL 24.0
EL 22.5 -
TEMP. POOL --I ' EL. �_ 22.0 m
4
TEMP, POOL�I I EL 21.0 K
" I
PERM. POOL �'•
K I , PERM, POOL I , I I --� BOTTOM EL 18.0 �-` EL. - 18.0
BOTTOM EL 17.0 EL 16.2
WETLAND SPECIES AS INDICATED 1 �-
1 1 I ' I I 1' WEl l AND SPECIES AS INDICATED
IN SPECIFICATIONS SHALL BE
IN SPECIFICATIONS SHALL BE
PROVIDED AROUND ENTIRE
PROVIDED AROUND ENTIRE PERIMETER OF POND ON AQUATIC
PERIMETER OF POND ON AQUATIC POND--2 SECTION BENCHABEtWEEN ELEVATIONS
�„ BENCH BETWEEN ELEVATIONS
6 POND 1 SECTION
�p � (�5 N.T.S. �
V 5 N.T.S.
J
i
40' EL = 26.0
40' EL. �26T) BENCH
AQUATI AQUATIC-75> I
BENCH BENCH
5'
NCH 7� 3•r EL 24.0
�� I� �
r EL 22.5 �I -'JETEMP. POOLN77 EL = 22.0
'� MP. POOL I� , _
i I TE EL = 21.0 ! EL 21.5 ORIFICE INV. ELEV g•1
EL = 20.5 ORIFICE INV. ELEV \
PERM. POOL H
I" I _i s•l .y� ►.... sty PERM. POOL _ BOTTOM 0.20.O 24 GPP
H
BOTTOM EL. 19.2 ~� '»"� 17.0 36" CPP 4 � I I BOTTOM EL 1$.0
BOTTOM EL I 1 , III 1
i
/7"\POND-1 SECTION
/'9N"*NPOND-2 SECTION
C5 N.T.S.
i
C5 N.T.S.
I
GjI
1
G 5'-0"
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f
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6u - 10,-6# --
N
0 j
4„ 36p
BASE DITCH oo i
co�6u
SS B STONES Al
10'-0" F
CLASS ca
FILTER FABRI� \
" Lifters '
5 WA +IED STONE NOTE: 5 - O
`"`�'�� CLASS BSTONE -� CONTRACTOR SHALL MAINTAI EXISTING SEWER
r MIN. (1) GRADE RING REWD.
10'-0" j15 WASHED STONE ""'�»"� "" SERVICE. GC TO COORDINATE WITH ENGINEER IN NON -PAVED AREAS. GRADE B��S� 8"0
+� AND OWNER PRIOR TO ABANDONMENT OF EXISTING MANHOLE STEPS , MANHOLE RING & COVER 3 10/1 /02 REVISED VEGETATIVE FILTER DETAIL SLJ
FILTER FABRIC `O SEWER SERVICE. 1 g 0. v, RINGS NOT REQ. D. IN PAVED I
SIDE EL�,,,�EVATION AREAS UNLESS NEEDED TO I
REVISED PER NCDENR COMMENTS --
OVA CUT EXISTING 8 SS &PLUG; MEET GRADE.
SLJ
' RING & COVER
2 4 2 4 2 8/14/02
f 2 � MH I G CHANGED DETAILS 4, 5 & 11
,c, o
SECTit�t A -A / " a 1 8/7/02 REVISED DOGHOUSE MANHOLE SLJ
1/2 GROUT _ 6
WATER DETENTION POND - OVERFLOW DETAIL I n n
E /'j'ON�STORM- I 0 7/19/02 ISSUE FOR CONSTRUCTION SLJ '
C5 N.T.S. FLOW CHANNEL BENCH SLOPE
UP FROM CHANNEL 1 /2" PER FT. I I
B 7/12/02 ISSUE FOR CLIENT REVIEW HGN
��-- 5'0 DOGHOUSE STYLE
CONCRETE MANHOLE
A 5/14/02 ISSUE FOR REVIEW SLJ
MANH STEPS 4' I.D.
I._._�. AT 16�OC REV.
» S w "TM m" NEW 8" SS 24" 0 Cast Iron NO DATE REVISIONS BY
NEW 4 PVC S 1, & Covers
30 _. M.._ ,_..� ,_ ; Brought ht To Grade
��0 9 Outlet Tee Punished &
A _.._ _ Installed By Contracor
~ '� , r" __ �► JOINT SEALER By Contractor
I FLEXIBLE RUBBER SLEEVED THE
RIP RAP FLOW CHANNEL BENCH BOOT W/ SST STRAP �. 3
ENERGY ('•) FLEXIBLE RUBBER SLEEVE y:
D EAST
D SSIPATOR <.
WETLANDS I i [3UILD-UP NEW BENCH_ W/ SST STRAP (TYP} a' .• if
FLOW < u 4
4. .r.
OUTLET SPREADER BOUNDARY I I�� AND FORM NEW CHANNELS
a rn SAW -CUT & �Z INTO EXISTING SEWER PIPE. CONCRETE FILL 8 8"0 1
PIPE MECHANISM �y FLOW .�.. _--.- „
c., REMOVE TOP HALFI
,�; CHANNEL ,q •- 3 � � „GROUPP.A.
�
A OF EX. EXPOSED ! 36
A
PIPE INSIDE MH
■Engineering ■Architecture■Surveying ■Technology
SST CLAMP Sox 7305, 324 S. Evans St, Greenville, NC 27834 252-75$-3746, 252 830-3954 (Fax)
VEGETAT
IVE VE 00 a ©4, COMPACTED CRUSHED --- -- --- -- -- -� -- 7 0 N k
FILTER AREA r w f- STONE, 1 DEPTH (TYP) » u PROJECT TITLE
�, �� 1-1 /2 0 Butyl " 6 - 0
NC DOT NC D�?T © )41 �,� �„ Rubber Sealant PVC y.... 67" C
CLASS B�STONE CLASS 8 STONE
In Joint 61 36"
\\� Tee j '
UNDISTURBED SUBGRADE .�-
C INV 12.90 - Lifters N{ 4� DEL LABORATORIES, INC.
INV 19.40
'_..� P. SEEM s 12
rr INV. 12.80 a
�r INV. 19,30 4
cu N SCALE: "ENLARGED FROM SECTION FOR CLARITY" SCALE: NONE y •4 4 6��
VEGETATIVE FILTER VEGETATIVE FILTER
Rock Point Tw ., Pender Co., NC
\fir,
II
OUTLET INV. 19.57 1 1 I OUTLET INV. 13.0 I
PIPE
" DRAWING TITLE
PIPE 1/2 OF A 24 PVC PIPE i,/2 OF A 24 PVC PIPE
SFGTION 'A -A' {POND-1) SECTION 'A -A' (POND-2)
B
B 12 DOGHOUSE MANHOLE 13
2000 GALLON GREASE INTERCEPTER Utility Details
11 VEGETATIVE FILTER DETAIL C5 N.T.S. C5 N.T.S.
C5 N.T.S.
SCALE DEPARTMENT
N.T.S. CIVIL
R F_",j] EI r_ D DRAWN BY DATE SHEET No.
SLJ 4/9/02 7 of 8
CHECKED DRAWING NO.
DWQ A APPROVED
:PROD
A PROJECT NO.
20020019
THIS DRAWING IS THE PROPERTY OF THE ST GROUP, P.A. ANY USE, REUSE, REPRODUCTION, DISPLA OR SALE OF THIS DRAWING WITHOUT WRITTEN CONSENT OF rE EAST GROUP, P.A. IS STRICTLY PROHIBITED. COPYRI , THE EAST GROUP. P.A. 2002
2
15 14 13 12 11 10
9 8 7 6 5 4 3 1