SW8000647_Historical File_20000911

State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Division of Water Quality
Mr. Ivans Popkin, Vice President
Furniture Fair, Inc.
PO Box 1416
Jacksonville, NC 28541
Dear Mr. Popkin:
,
kvl�wu NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL FtE50URCE5
September 11, 2000
Subject: Permit No. SW8 000647
Furniture Fair 5810 Market Street
High Density Stormwater Project
New Hanover County
The Wilmington Regional Office received a complete Stormwater Management Permit Application for Furniture
Fair 5810 Market Street on August 15, 2000. Staff review of the plans and specifications has determined that the
project, as proposed, will comply with the Stormwater Regulations set forth in Title 15A NCAC 2H.1000. We are
forwarding Permit No. SW8 000647 dated September 11, 2000, for the construction of Furniture Fair 5810 Market
Street.
This permit shall be effective from the date of issuance until September 11, 2010, and shall be subject to the
conditions and limitations as specified therein. Please pay special attention to the Operation and Maintenance
requirements in this permit. Failure to establish an adequate system for operation and maintenance ofthe stormwater
management system will result in future compliance problems.
If any parts, requirements, or Limitations contained in this permit are unacceptable, you have the right to request an
adjudicatory hearing upon written request within thirty (30) days following receipt ofthis permit. This request must
be in the form of a written petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed
with the Office of Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands
are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please contact Linda Lewis, or
me at [phone].
Sincerely,
Rick Shiver
Water Quality Regional Supervisor
RSS/arl: S:\WQS\STORMWAT\PERMIT\000647.SEP
cc: Phil Tripp, P.E.
Tony Roberts, New Hanover County Inspections
Beth Easley, New Hanover County Engineering
Linda Lewis
Wilmington Regional Office
Central Files
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

State Stormwater Management Systems
Permit No. SW8 000647
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes ofNorth Carolina as amended, and
other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Furniture Fair, Inc.
Furniture Fair at 5810 Market Street
New Hanover County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with the provisions of 15A NCAC
2H .1000 (hereafter referred to as the "stormwater rules'D 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 September 11, 2010 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
`284,957 square feet of impervious area.
3. Approved plans and specifications for this project are incorporated by reference and are enforceable parts
of the permit.
4. The tract will be limited to the amount of built -upon area indicated on page 3 of this permit, and per
approved plans.
5. A total of 18,000 ft2 of offsite built -upon area from three existing single family lots has been accounted for
in this pond design.
6. The runoff from all onsite and offsite built -upon area permitted with this project must be directed into the
permitted stormwater control system.
2

State Stormw-ater Management Systems
Permit No. SW8 000647
Project Name:
Permit Number:
Location:
Applicant:
Mailing Address:
Application Date:
Name of Receiving Stream/Index #:
Classification of Water Body:
If Class SA, chloride sampling result
Pond Depth; feet:
Permanent Pool Elevation, FMSL:
Drainage Area, acres:
Total Impervious Surfaces, ft2:
Offsite Area entering Pond, ftz:
Required Surface Area, ft2:
Provided Surface Area, ftz:
Required Storage Volume, ft3:
Provided Storage Volume, ft3:
Temporary Storage Elevation, FMSL:
Controlling Orifice:
DIVISION OF WATER QUALITY
PROJECT DESIGN DATA SHEET
Furniture Fair 5810 Market Street
SW8 000647
New Hanover County
Mr. Ivan Popkin, Vice President
Furniture Fair, Inc.
PO Box 1416
Jacksonville, NC 28541
August 15, 2000
UT Bradley Creek / (CFR 18-74-24-1)
"SC HQW #"
s: n/a
6.5
37.5
10.02 (8.5 onsite, 1.52 offsite)
284,957
18,000 ft2, per Engineer
13,811
21,998
26,272
35,120
39
2.5" 4) pipe
3

State Stormwater Management Systems
Permit No. SW8 000647
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 wi 1l be repaired
immediately.
3. The permittee shall at all times provide the operation and maintenance necessary to assure the permitted
stormwater system functions at optimum efficiency. The approved Operation and Maintenance Plan must
be followed in its entirety and maintenance must occur at the scheduled intervals including, but not limited
to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of outlet structure, orifice device and catch basins and piping.
g. Access to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept and made available upon request to authorized personnel
of 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.
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. A modification must be permitted prior to any construction. The following items will require a modification
to the permit:
a. Any revision to the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area.
e. Further subdivision, acquisition, or sale of the project area. The project area is defined as all property
owned by the permittee, for which Sedimentation and Erosion Control Plan approval was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the approved plan.
10. The Director may determine that other revisions to the project should require a modification to the permit.
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.
4

State Stormwater Management Systems
Permit No. SW8 000647
12. Prior to the sale of any portion of the property, 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
of any portion of the property.
13. The permittee is responsible for verifying that the proposed built -upon area does not exceed the allowable
built -upon area.
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.
15. The permittee shall notify the Division of any name, ownership or mailing address changes within 30 days.
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.
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 for the purpose of inspecting all
components of the permitted stormwater management facility.
6. The permit may be modified, revoked and reissued or terminated for cause. The filing of A request for a
permit modification, revocation and reissuance or termination does not stay any permit condition.
7. Unless specified elsewhere, permanent seeding requirements for the stormwater control must follow the
guidelines established in the North Carolina Erosion and Sediment Control Planning and Design Manual.
Permit issued this the 1 lth day of September, 2000.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Kerr T. Stevens, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 000647
5

State Stormwater Management Systems
Permit No. SW8 000647
Furniture Fair 5810 Market Street
Stormwater Permit No. SW8 000647
New Hanover County
Designer's Certification
I, , as a duly registered in
the State of North Carolina, having been authorized to observe (periodically/weekly/full time) the construction of
the project,
ect)
for (Project Owner) hereby state that, to the best ofmy 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.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
n

State Stormwater Management Systems
Permit No. SW8 000647
Certification Requirements:
_1. The drainage area to the system contains approximately the permitted acreage.
_2. The drainage area to the system contains no more than the permitted amount of built -upon area.
_3. All the built -upon area associated with the project is graded such that the runoff drains to the system.
4. The outletibypass structure elevations are per the approved plan.
_5. The outlet structure is located per the approved plans.
_6. Trash rack is provided on the outlet/bypass structure.
_7. All slopes are grassed with permanent vegetation.
_ 8. Vegetated slopes are no steeper than 3:1.
9. The inlets are located per the approved plans and do not cause short-circuiting of the system.
10. The permitted amounts of surface area and/or volume have been provided.
11. Required drawdown devices are correctly sized per the approved plans.
12. All required design depths are provided.
13. All required pars of the system are provided, such as a vegetated shelf, and a forebay.
14. The overall dimensions of the system, as shown on the approved plans, are provided.
cc: NCDENR-DWQ Regional Office
Tony Roberts, New Hanover County Building Inspector
h

TF-eM I Z✓
State of North Carolina
Department of Environment and Natural Resources
,Division of Water Quality
STORIVIWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Furniture Fair, Inc.
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Ivans Ponkin, Vice President
3. Mailing Address for person listed in item 2 above:
P.O. Box 1416
City: Jacksonville State: NC Zip: 28541
Telephone Number: 910-455-9595
4. Project Name (subdivision, facility, or establishment name —should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
Furniture Fair
5. Location of Project (street address):
5810 Market Street
City: Wilmington County: New Hanover
6. Directions to project (from nearest major intersection):
approx. 3501f West from the intersection of US Hwy 17 and Cardinal Drive Extension
7. Latitude: N 340 00' 00" Longitude: W 770 52' 00" of project
8. Contact person who can answer questions about the project:
Name: Phillip lfipp Telephone Number: 910-763-5100
II. PERMIT INFORMATION:
1. Specify whether project is (check one): X New Renewal Modification
Form SWU-101 Version 3.99 Page 1 of 4

5w OCO(0g
2. If this application is being submitted as the result of a renewal or modification to an existing permit, list
The existing permit number and its issue date (if known)
3. Specify the type of project (check one):
Low Density X High Density Redevelop General Permit Other
4. Additional Project Requirements (cheek aYrlicwblP blarvt:s):
CAMA Major X Sedimentation/Erosion Control 404//401 Permit NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
M. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
stormwater detention pond
2. Stormwater runoff from this project drains to the Ca a Fear River basin.
3. Total Project Area: 8.5 acres 4. Project Built Upon Area: 72.1 %.
How many drainage basins does the project have? 1
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
Basin ;nf. rajd63r.
1_ tainb.ge i3asir '.
Df-ainag4 tiitsiTi
Receiving Stream Name
Unnamed trib. to Bradley Creek
Receiving Stream Class
SC HQW
Drainage Basin Area
436,471 sf
Existing Impervious * Area
0
Proposed Impervious * Area
284,957 sf
% Impervious* Area (total)
65.3%
Impervious * S',,.u-i4,.;e Am
Drainage Basin i
Drainage Basin ':
On -site Buildings
33,142 sf
On -site Streets
0
On -site Parking
50,418 sf
On -site Sidewalks
3,028 sf
Other on -site (future)
180,369 sf
Off -site (3 residential lots @ 6000 Mot)
18,000 sf
Total:
E=284,957 sf
E_
* impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking
areas sidewalks, gravel areas, etc.
Form SWU-101 Version 3.99 Page 2 of 4

8A 7. How was the off -site impervious area listed above derived? 3 residential lots at 6000 sf per lot = j ar�
1COO
-rCf21 2re2 = ZG0" (1 o � 3 : (6 c)(D P4 7.
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a
table listing each lot number, size and the allowable built -upon area for each lot must be provided as an
attachment.
1. The following covenants are intended to ensure ongoing compliance with state stormwater management permit
number as issued by the Division of Water Quality. These covenants may
not be changed or deleted without the consent of the State.
2. No more than square feet of any lot shall be covered by structures of impervious materials.
Impervious materials include asphalt, gravel, concrete, brick stone, slate or similar material but do not include wood
decking or the water surface of swimming pools.
3. Swales shall not be filled in, piped or altered except as necessary to provide driveway crossings.
4. Built -upon area in excess of the permitted amount requires a state stormwater managementpermit moderation prior
to construction.
5. All permitted rungffrom outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be performed in a manner that maintains the
integrity and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, that the covenants will be binding on all parties and
persons claiming under them, that they will run with the land, that the required covenants cannot be changed or
deleted without concurrence from the State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form.(s) listed below must be submitted for
each BMP specified for this project. Contact the Stormwater and general Permits Unit at (910' 733-5083 for
the status and availability of these forms.
Form SWU-102
Form SWU-103
Form SW-104
Form SWU-105
Form SWU-106
Form SWU-107
Form SW-108
Form SWU-109
Wet Detention Basin Supplement
Infiltration Basin Supplement
Low Density Supplement
Curb Outlet System Supplement
Off -Site System Supplement
Underground Infiltration Trench Supplement
Neuse River Basin Supplement
Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99 Page 3 of 4

VI. SUBN HTTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
1. Please indicate that you have provided the following required information by initialing in the space
provided next to each item.
Initials
• Original and one copy of the Stormwater Management Permit Application Form 1 kVA
• One copy of the applicable Supplement Form(s) for each BMP
• Permit application processing fee of $420 (payable to NCDENR)
• Detailed narrative description of stormwater treatment/management
• Two copies of plans and specifications, including:
- Development/Project name
- Engineer and firm
- Legend
- North arrow
- Scale
- Revision number and date
- Mean high water line
- Dimensioned property/project boundary
Location map with named streets or NCSR numbers
Original contours, proposed contours, spot elevations, finished floor elevations
Details of roads, drainage features, collection systems, and stormwater control measures
Wetlands delineated, or a note on plans that none exist
Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm): Tripp Engineering, P.C.
Mailing Address: 419 Chestnut Street
City: Wilmington State: NC Zip: 28401
Phone: [phone] Fax: [phone]
VIII. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in General Information, item 2) Ivans Po kin
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of 15A
NCAC 211.1000.
Signature: QDate: kL of e 12- a oaa
Form SWU-101 Version 3.99 Page 4 of 4

TE 99123
Permit No.'30Bo0C'(.qq
(to be provided by ID WQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
S T ORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWO Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a wet detention basin supplement for each basin,
design calculations, plans and specifications showing all basin and outlet structure details, and a signed and
notarized operation and maintenance agreement.
I. PROJECT INFORMATION (please complete the following information):
Project Name: Furniture Fair
Contact Person: Phillip Tripp Phone Number: (910 ) 763-5100
For projects with multiple basins, specify which basin this worksheet applies to: 1
elevations
Basin Bottom Elevation 31.0 ft.
Permanent Pool Elevation 37.5 ft.
Temporary Pool Elevation 39.0 ft.
areas
Permanent Pool Surface Area 21 998 sq.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 Removal2
10.02 ac
6.54 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)
109,223_ cu.ft. (combined volume of main basin and forebay)
35,120 cu.ft. (volume detained above the permanent pool)
21,764 cu.ft. (approximately 20% of total volume)
0.0320 (surface area to drainage area ratio from DWQ table)
2.5 in. (2 to 5 day temporary pool draw -down required)
1 in.
90 % (minimum 85% required)
Form SWU-102 Rev 3.99 Page 1 of 4

Footnotes:
1. When using the Division SA/DA tables, the correct SA/DA ratio for permanent pool sizing should be computed based upon the
actual impervious % and permanent pool depth. Linear interpolation should be employed to determine the correct value for non-
standard table entries.
2. In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
90% TSS removal. The NCDENR BUT manual provides design tables for both 85% TSS removal and 90% TSS removal.
II. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. If a requirement has not been met, attach justification.
Applic is nitials
a. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
b. The forebay volume is approximately equal to 20% of the total basin volume.
U c. The temporary pool controls runoff from the design storm event.
d. The temporary pool draws down in 2 to 5 days.
NA e. If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations).
f. The basin length to width ratio is greater than 3:1.
g. The basin side slopes above the permanent pool are no steeper than 3: 1.
-pip h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
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.
4;1a k. A recorded drainage easement is provided for each basin including access to nearest right-
of-way.
Al1. If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified to be performed prior to use as a wet detention basin
m. A mechanism is specified which will drain the basin for maintenance or an emergency.
III. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided.
This system (check one) ❑ does X does not incorporate a vegetated filter at the outlet.
This system (check one) ❑ does X does not incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3.99 Page 2 of 4

Maintenance activities shall be performed as follows:
After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition-
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs
within 2 to 5 days as designed.
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to
maintain proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed
of in an appropriate manner and shall not be handled in a manner that will adversely impact water quality
(i.e. stockpiling near a wet detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads 4.875 feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads 2.25 feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
ill in the blanks)
Permanent Pool Elevation 37.5
SedimentRl�movalEl-_35.25- 175% \
------ / Sediment Removal Elevation 32.625 75%
Bottomkevation 34.5 %---------------------------------------------- ----
Y ~ Bottom Elevation 31.0 25°/
FOREBAY MAIN POND
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment
through the emergency drain shall be minimized to the maximum extent possible.
Form SWU-102 Rev 3.99 Page 3 of 4

7. All components of the wet detention basin system shall be maintained in good working order.
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible parry.
Print name: Furniture Fair, Inc., Ivans Popicin
Title: Vice President
Address: P.O. Box 1416, Jacksonville, NC 28541
Phone
Signa
Date:
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, C F. HAPDoLU- (?RE8'A , a Notary Public for the State of Nd P-TH C RaL.TAfA
County of On R I-Oyo , do hereby certify that -TIi rNs �d kX M
personally appeared before me this d.Z. ZI day of T(Ul'e- 00 0 and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
d
lot, SOO
A.
A�, Z
e '
My commission expires
SEAL
4; -19 - 0-5
Form SWU-102 Rev 3.99 Page 4 of 4

State Stormwater Management Systems
Permit No. SW8 000647
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes ofNorth Carolina as amended, and
other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Furniture Fair, Inc.
Furniture Fair at 5810 Market Street
New Hanover County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with the provisions of 15A NCAC
2H . 10 00 (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 September 11, 2010 and shall be subject to the
following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater described in the
application and other supporting data.
2. This stormwater system has been approved for the management of stormwater runoff as described on page
3 of this permit, the Project Data Sheet. The stormwater control has been designed to handle the runoff from
284,957 square feet of impervious area.
3. Approved plans and specifications for this project are incorporated by reference and are enforceable parts
of the permit.
4. The tract will be limited to the amount of built -upon area indicated on page 3 of this permit, and per
approved plans.
5. A total of 18,000 ft2 of offsite built -upon area from three existing single family lots has been accounted for
in this pond design.
6. The runoff from all onsite and offsite built -upon area permitted with this project must be directed into the
permitted stormwater control system.
2

State Stormwater Management Systems
Permit No. SW8 000647
Project Name:
Permit Number:
Location:
Applicant:
Mailing Address:
Application Date:
Name of Receiving Stream/Index #:
Classification of Water Body:
If Class SA, chloride sampling resul
Pond Depth, feet:
Permanent Pool Elevation, FMSL:
Drainage Area, acres:
Total Impervious Surfaces, ft2:
Offsite Area entering Pond, ft2:
Required Surface Area, ft2:
Provided Surface Area, ft2:
Required Storage Volume, ft3:
Provided Storage Volume, ft3:
Temporary Storage Elevation, FMS
Controlling Orifice:
DIVISION OF WATER QUALITY
PROJECT DESIGN DATA SHEET
Furniture Fair 5810 Market Street
SW8 000647
New Hanover County
Mr. Ivans Popkin, Vice President
Furniture Fair, Inc.
PO Box 1416
Jacksonville, NC 28541
August 15, 2000
UT Bradley Creek / (CFR 18-74-24-1)
"SC HQW #"
ts: n/a
6.5
37.5
10.02 (8.5 onsite, 1.52 offsite)
284,957
18,000 ft2, per Engineer
13,811
21,998
26,272
35,120
L: 39
2.5" (� pipe
3

State Stormwater Management Systems
Permit No. SW8 000647
II. SCHEDULE OF COMPLIANCE
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.
3. The permittee shall at all times provide the operation and maintenance necessary to assure the permitted
stormwater system functions at optimum efficiency. The approved Operation and Maintenance Plan must
be followed in its entirety and maintenance must occur at the scheduled intervals including, but not limited
to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of outlet structure, orifice device and catch basins and piping.
g. Access to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept and made available upon request to authorized personnel
of DWQ. The records will indicate the date, activity, name of person performing the work and what actions
were taken.
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.
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. A modification must be permitted prior to any construction. The following items will require a modification
to the permit:
a. Any revision to the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area.
e. Further subdivision, acquisition, or sale of the project area. The project area is defined as all property
owned by the permittee, for which Sedimentation and Erosion Control Plan approval was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the approved plan.
10. The Director may determine that other revisions to the project should require a modification to the permit.
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.
0

State Stormwater Management Systems
Permit No. SW8 000647
12. Prior to the sale of any portion of the property, 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
of any portion of the property.
13. The permittee is responsible for verifying that the proposed built -upon area does not exceed the allowable
built -upon. area.
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.
15. The permittee shall notify the Division of any name, ownership or mailing address changes within 30 days.
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.
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 for the purpose of inspecting all
components of the permitted stormwater management facility.
6. The permit may be modified, revoked and reissued or terminated for cause. The filing of a request for a
permit modification, revocation and reissuance or termination does not stay any permit condition.
7. Unless specified elsewhere, permanent seeding requirements for the stormwater control must follow the
guidelines established in the North Carolina Erosion and Sediment Control Planning and Design Manual.
Permit issued this the 1 lth day of September, 2000.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Kerr T. Stevens, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 000647
5

State Stormwater Management Systems
Permit No. SW8 000647
Furniture Fair 5810 Market Street
Stormwater Permit No. SW8 000647
New Hanover County
Designer's Certification
I, , as a duly registered in
the State of North Carolina, having been authorized to observe (periodically/weekly/full time) the construction of
the project,
(Proj ect)
for (Project Owner) hereby state that, to the best of my abilities, due care
and diligence was used in the observation of the project construction such that the construction was observed to be
built within substantial compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
rel

State Stormwater Management Systems
Permit No. SW8 000647
Certification Requirements:
1. The drainage area to the system contains approximately the permitted acreage.
2. The drainage area to the system contains no more than the permitted amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the runoff drains to the system.
4. The outlet/bypass structure elevations are per the approved plan.
5. The outlet structure is located per the approved plans.
6. Trash rack is provided on the outletibypass structure.
7. All slopes are grassed with permanent vegetation.
S. Vegetated slopes are no steeper than 3:1.
9. The inlets are located per the approved plans and do not cause short-circuiting of the system.
10. The permitted amounts of surface area and/or volume have been provided.
11. Required drawdown devices are correctly sized per the approved plans.
12. All required design depths are provided.
13. All required parts of the system are provided, such as a vegetated shelf, and a forebay.
14. The overall dimensions of the system, as shown on the approved plans, are provided.
cc: NCDENR-DWQ Regional Office
Tony Roberts, New Hanover County Building Inspector
fd

TRIPP ENGINEERING, P.C.
41 419 Chestnut Street
Wilmington, North Carolina 28401
Phone: [phone] VrftYlvidt
August 14, 2000 A U G 15 21
NCDENR BY'
Division of Environmental Management
Water Quality Section
127 Cardinal Drive
Wilmington, NC 28405-3845
Attn: Ms. Linda Lewis
Re: Furniture Fair
SW8 000647
New Hanover County, NC
TE 99123
Dear Linda:
In response to your correspondence dated August 1, 2000, we offer the following:
1. We have added note that no wetlands exist on site.
2. The project area is 8.5 acres and the off -site area is 1.52 acres, for a total
drainage area of 10.02 acres. We have enclosed a plan delineating the
entire drainage area to the pond.
3. The project's built -upon area percentage in section III, part 4 has been
revised. It no longer includes the off -site impervious area.
4. The pond has been revised to provide a permanent pool surface area of
21,998 sf.
5. The flood poos surface area is 24,828 sf with a 3:1 slope.
Please review for approval and contact us with any questions or comments.
Thank you.
Sincerely,
Tripp Engineering, P.C.
Monica V. Loughlin
ISwor4Z
Enc.

State of North Carolina
Department of Environment
and Natural Resources s
Wilmington Regional Office
1.v
James B. Hunt, Jr., Governor
Bill Holman, Secretary NCDENR
Division of Water Quality NORTH CAROUNA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
August 1, 2000
Mr. Ivans Popkin, Vice President
Furniture Fair, Inc.
PO Box 1416
Jacksonville, NC 28541
Subject: ACKNOWLEDGMENT OF RECEIPT AND
REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 000647
Furniture Fair 5810 Market Street
New Hanover County
Dear Mr. Popkin:
The Wilmington Regional Office received a Stormwater Management Permit Application for Furniture
Fair 5810 Market Street on June 28, 2000. A preliminary review of that information has determined that the
application is not complete. The following information is needed to continue the stormwater review:
1. Delineate all wetlands on site, disturbed or undisturbed, or note on the plans that none exist.
2. Please delineate the entire drainage area to the pond. If the project area is 10.02 acres, and there
is 1.52 acres of oftsite drainage from the 3 lots, then the total drainage area reported on the
application and used in the calculations should be 11.54 acres. Do not confuse drainage area
with project area. Project area does not include offsite areas. From scaling the plans, it appears
that the project area is 8.5 acres, and the offsite area is 1.52 acres, for a total drainage area of
10.02 acres.
3. The project's built -upon area percentage reported in Section III, Part 4 should not include the
offsite impervious area. Please revise the application and supplement accordingly. The percent
impervious reported in Section III, Part 6 does include the offsite impervious, and does not need
to be revised.
4. The calculations indicate that the permanent pool surface area is 21,998 ftz, but if you multiply
the dimensions provided on the plans, the area is only 20,130 W. Please check and revise.
5. The same thing applies to the flood pool surface area. With a 3:1 slope above permanent pool,
the area would be 22,848 ft , not 24,828 fft as reported. The horizontal distance between the
37.5 and the 39 contour measures 7.5' on the plans, which means that a 5:1 slope is provided.
If the slope is flatter than 3 :1 above the permanent pool, please indicate so on the details. Please
revise as needed.
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

Mr. Popkin
August 1, 2000
Stormwater Project No. SW8 000647
Please note that this request for additional information is in response to a preliminary review. The
requested information should be received by this Office prior to September 1, 2000, or the application will be
returned as incomplete. The return of a project will necessitate resubmittal of all required items, including the
application fee.
If you need additional time to submit the information, please mail or fax your request for a time
extension to the Division at the address and fax number at the bottom of this letter. The request must indicate
the date by which you expect to submit the required information. The Division is allowed 90 days from
the receipt of a completed application to issue the permit.
The construction of any impervious surfaces, other than a construction entrance under an approved
Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject to enforcement action
pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any original documents that
need to be revised have been sent to the engineer or agent. All original documents must be 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,
/uf"
Linda Lewis
Environmental Engineer
RSS/arl: S:\WQS\STORMWAT\ADDINFO\000647.AUG
cc: Linda Lewis
Monica Loughlin
David Mayes, P.E.
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

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The �following certifications shall appear on all plans:
!1� 0. 6 3
(1) Designer's Certification Db.1903, Pg.199
"I hereby certify that this plan has been prepared in PPROVED \\0\% C
accordance with the latest Wilmington Standards and
CAROLINA ENVIRONMENTAL
Specifications for Stormwater Management and Chapter 20 of /tIANAGEMENT COMMISSION . .......
the Code of Ordinances of the f Wilmington." NOTE, ALL CONSTRUCTIOI`FRLL COMPLY WITH THE REQUIREMENTS WITH THE DIVISION OF WATER QUALITY
CITY OF WILMINGTON TECHNICAL STANDARDS AND SPECIFICATIONS MANUAL.
S t A L
Signature: NOTE. PROJECT WILL COMPLY WITH CITY CROSS CONNECTION CONTROL REQUIREMENTS, Cavdinal D-rive E_xten si on 60' Public IZight of Way Date
Printed Name and Tit]:El: Philli(p G,.,,triDp, P.E.
910-343-3910. IF WATER IS NEEDED FOR CONSTRUCTION CONTRACTOR SHOULD 174
COCX4,-� 7:: 17.
Date:
6'. iz. 00 Registr.-lEion Number: _-7374
MAKE ARRANGEMENT�� IN ADVANCE AS WELL AS PROVIDE A RPZ BACKFLOW stormwater Permit No. -
PREVENTION DEVICE BEHIND THE METER, 910-341-7805. EXISTING EXISTING EXISTING
(2) Owner's/Developer's Certification FIRE HYDRANT FIRE HYDRANT
- .- - -- --- - - - - -_ ///,,//
FIRE HYDRANT EXIST. 8" WATER MAIN
NOTE. ANY NATURAL VEGETATION IN BUFFER TO REMAIN UNDISTURBED AND
III/We hereby certify that any clearing, grading, construction AUGMENTED TO MEET CITY OF WILMINGTON STANDARDS. /0111111100\
or development, or all of these, will be done pursuant to
Y
n and that the applicable Stormwater Management _7 C-El
this pla �TOTE� ALL RO6F DR'ZNAEE SAALL BE C70LLEjiFD iND �OU_FD TO DETENTfON �OND. PAVEMENT MARKING NOTES:
conditions and requirements of the city of Wilmington, the LEGEND DATE 08-14-00
State of North Carolina and the Federal Government and its NOTE' ALL TREES WITHIN THE BUFFER AREA SHALL BE SAVED AND PROPERLY 1. CONTRACTOR SHALL PUT A 1/2" OVERLAY DESIGN P`GT
agencies are hereby made part of this plan." PROTECTED THROUGHOUT CONSTRUCTION WITH ORANGE BARRICADE FENCINO. -42- EXISTING CONTOUR OF NCDOT SAND ASPHALT PRIOR TO AUG 15 2000
SITE DATA RE -STRIPING. DRAWN MVL
------- 42.15 EXISTING SPOT ELEVATION
iSignature' I'll- NOTE' NO WETLANDS EXIST ON SITE. Gs TOTAL AREA 8.5 ACRES± 2. CONTRACTOR SHALL COMPLY WITH NCDOT DWQ 71
Printed Name and );�itle: Ivans Popkin, Vice President PROPOSED SPOT ELEVATION DEVELOPED AREA 2.63 ACIRES± STANDARD SPECIFICATIONS FOR PAVEMEW0j# ��gCC004_'7-
Date uoo P-LAR ZONING RB MARKINGS AND RAISED PAVEMENT MARKERS.
DROP INLET W/INLET PROTECTION 1. 0)
BUILDING AREA 33042 SIF SEE NCDOT STANDARDS 1250.01, 1205.08,
STORMWATER RUNOFF DIRECTION PARKING SPACES REQUIRED 83-147 1251.01, AND 1205.09.
BAR SCALE 1 "=40' PARKINGSPACES PROVIDED 94 3. CONTRACTOR SHALL GET NCDOT APPROVAL
CONCRETE AREA ASPHALTAREA 50,418 SF
OF LAYOUT PRIOR TO STRIPING.
CONCRETE AREA 3028 SF 4. CONTRACTOR SHALL COMPLY WITH NGDOT
LANDSCAPING w/AREA SHEET 1 OF 2
LANDSCAPING AREA REQUIRED: 4033 SF PART VI STANDARDS AND GUIDES FOR TRAFFI(�
LIMITS OF DISTURBANCE 40' 20' 00 40' 80, 120' LANDSCAPING AREA PROVIDED: 4210 SF CONTROL FOR HIGHWAY MAIN TENANCE. 9912

�x
SITE .WORK NO
,w » „ 2x4 woaQ FRAME CITY OF WILMINGMN REVISIONS
1 6 x T 0 x .080 STD. ALUM. NOTES: % 1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING
HANDICAPPED PARKING SIGN -
MOOD OR STEEL STAKE MINIMUM LANDSCAPE REQUIREMENTS ' CONDITIONS BOTH O!1 AND IMMEDIATELY ADJACENT TO THE SITE. 0,
:. TO READ RESERVED PARKING 1. SIDEWALK THICKNESS SHALL 6E 4" UNLESS NOTED OTHERWISE. ___.__. _ _
FABRIC----�� 2. CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION. WITHIN LIMITS a#g ()83Ct'Ipt10I1 By
2. CONTRACTION JOINTS (C.J.) SPACE SAME AS SIDEWALK WIDTH. ` OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN.
RESERVED
WITH IDENTIFICATION SYMBOL. r--� A � TREE PRESERVATION MINIMUM 15 REGULATED TREES PER ACRE.
a BOLT TO WD. POST' W 3 B" CALADIUM � � 3. THICKEN SIDEWALK TO 6 AT pRIVEWAYS. � ,,., _ � �,, 3. GRUBBING AND. STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS, '
I » rn X a' - - VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC
�jj�(jj�(� PLATED NUTS, BOLTS & WASHERS. _ 4. THICKEN SIDEWALK TO 6 IN LAST 3 WHERE IT ABUTS PAVEMENT I ¢ m - STREET YARD: MINIMUM REQUIREMENTS. FOR EVERY 50 LF,1 TREE
t111ftiI1V „ WITH NO CURB. '_
as *- 4 - _' 8 FT IN HEIGHT OR 3 FLOWERING TREES 5 FT IN HEIGHT AND 6
MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION.
r. 9 x 1 0 x .080 STD ALUM. SIGN ,
" " RED AT 50 MAX. AT SIDEWALK - 4. MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTEGHNIGAL
TO READ VAN ACCESSIBLE-. S. 1/2 EXPANSION JOINT ((E.J.} REQUIRED SHRUBS 18 MINIMUM AT PLANTING. REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS.
» JUNCTIONS AT STRUCTURES, AND AS NOTED ON SITE PLAN. - - --. '-
BOLT TO WD. POST WITH 3 8 CANDID I` .1 -- 5. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE
/ RUNOFF WATER a .h. PARKING FACILITIES WITHIN 50 FT OF RIGHT OF WAY REQUIRES 1 ROW
PLATED NUTS, BOLTS & WASHERS 6. PROVIDE A LAYER OF 15# BLDG. FELT BETWEEN WALK AND ADJACENT ea SEDIMENT---- REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY.
PARALLLING CURB OR STRUCTURE. /--- ,, LOW BUFFER EVERGREEN SHRUBS MINIMUM 18' AT PLANTING, 6, FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL REPORT,
9" x 1'-0' x .080 STD ALUM. SIGN /
7. REINFORCE w/6x6-10/10 W.W.M. 7. THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT
AND BALANCED
„ TO READ "MAXIMUM PENALTY $100, --��y \-OROP INLET SHALL BE LANDSCAPED. EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CU
i
��
�12 -r.� GS 20-37.6 . BOLT TO WD. POST `� z SEpIMENT- MINIMUM: $% OF THE GROSS PAVED AREAS
S WITH 3 $ CALADIUM PLATED 00
_ _ 4O MAX�5PACING `� "'�'' ° w/GRATE FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES.
COL�i CURB _. -
"` _ ✓ -8. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF -SITE
I LEGEND AND BORDER - GREEN NUTS, BOLTS &WASHERS.
IfVISHED ��-� BURIED FABRIC SKIRT 1 TREE 8 FT MINIMUM HEIGHT AND 6 SHRUBS 18 MINIMUM AT PROPERLY PERMITTED FACILITY A5 REQUIRED.
WHITE SYMBOL ON BLUE BACKGROUND _.-- TT AS DIRECTED BYENGINEER PLANTING REQUIRED FOR EVERY 15 PARKING SPACES OR FRACTION
BACKGROUND WHITE PRESSURE TREATED 4'x4" POST. GRADE
" THEREOF. CONSECUTIVE PARKING SPACES SHALLINCORPORATE 9• THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
APE PENINSULAS NO MORE THAN 15 SPACES APART AND AT THE EXISTING UTILITIES DURING CONSTRUCTION. BEFORE PUBLIC
COMMENCING ANY EXCAVATIONS
LANDSC IN OR ALONG ROADWAYS 0R RIGHT-OF-WAYS,PUBLIC AREAS OR IN PRIVATE '
` ".• .� 'S • THE ENDS OF ALL PARKING ROWS. MINIMUM 8 FT WIDE AND 100 SF EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF
1-1 2'R TYP LLc .° .. VA WRITING,NOT LESS THANtODAYSPRIOR TO EXCAVATING.
1st LATENT TO EXCAVATE, IN
V7z • 4.�, -,:. IN AREA,5 TREES MINIMUM REQUIREDFOR INTERIOR ISLANDS.
THEIR I
_ :..:', 10, THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/ -
MA) aMUM VAN
_ III - J. �/
PENALTY » ". _ _UF.R YARD ; HE REQUIREMENTS APPROPRIATE PERSONNEL.RECONNECTION HE RELOCATION OF ALL EXISTING UTILITIES WITH
s j$ (TYP) AM/s (TYP) _I I I -I I II I I I-1 I I-_-_ -
$i 00 o
--- --- - TREES - 8 FT MINIMUM AT PLANTING 2" MIN. CAL. 11. EXISTING SURVEYING PERFORMED BY HOBBS SURVEYINGCOMPANY, INC. AND SUPPLIED BY THE OWNS
IIL _III _I11 I�11-Iil _I
15 FT MINIMUM MATURE HEIGHT 12. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE, FURTHERMORE
THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER.
LEGEND AND BORDERGREEN LEGEND AND BORO R - GREEN - - --�- -
I PRIOR TO INSTALLATION.
BACKGROUND - WHITE BACKGROUNDS - w> ITS -I I --III I i I- --- X4 W00D FRAME WOOD OR EVERGREEN SHRUBS - 3S MINIMUM AT PLANTING 13. THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT
STEEL STAKE 6 MINIMUM MATURE HEIGHT
• HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER.
FENCE OPTION - $FTMINIMUM HEIGHT INDUSTRIAL ZONING 14, ALL PVC UTILITY MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36" COVER
AT FINAL GRADE. -•DROP INLET BURIED FABRIC SKI 6 FT MINIMUM HEIGHT ALL OTHERTYPI�AL HANDICAPPED SIGN DETAIL ,!,1 w GRATE 15. ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES.
NTS : - VISION CLEARANCE: NO PLANT MATERIAL OVER 30" IN THESE AREAS. METERS, TAPS. MATERIALS. WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY
I. : Y / / _ I OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS.
BLDG.-STRUCTURE 'I . { I,1; PROTECTION FROM VEHICULAR TRAFFIC PROVIDED AROUND ALL PLANT
GENERAL NOTES. rEw 16. ALL PAVEMENT, BASE AND SUBGRADE SHALL CONFORM TO NCDOT STANDARDS INCLUDING `
- PLAN MATERIAL (CURBING, CROSS TIES, TIMBERS, ETC.) WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, LIGHTS
ALL DROP INLETSOVER3'-d" IN DEPTH TO BE PROVIDED "'» '�_.__ N OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT
WITH STEPS 1'-2` ON CENTERS. STEPS SHALL E IN "R p -1/4 x1 DEEP wjAN I3 .r:< ,� �.N$Ty THE OWNER IS RESPONIBLE FOR MAINTENANCE OF TO MAINTAIN SAFETY AND TWO WAY TRAFFIC:
x1 ACCORDANCE WITH STD. 840.66. JOINT TOOLS 1 /f3"R TOOLED JOINT? 1 {
- ,A LANDSCAPING TO ENSURE THE PLANT MATERIAL LIVES. 17. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPORT
I
CLASS "B" CONCRETE TO BE USED. ', `����, . �ANY
'� __ _ WAS ASSEMBLY NOTES SLOPEDSTOEDRAINEAWAY FROM BUILDINGS AT ALL TIMES.
ALL AREAS SHALL BE
GATHER BACKFLO SE
ALL MORTAR JOINTS ARE TO BE 1/2 t 1/8" • `� -- EXCESS R METER AS POSSIBLE. 18, CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER GASKETED JOINTS
` ` AT CORNERS 1. THE BACK FLOW ASSEMBLY SHOULD BE AS CLOSE TO THE WATER
+U FORMS ARE TO BE USED FOR THE CONSTRUCTION OF 4EXPANSION
IN ALL GASES IT SHALL EIE BffORE THE FIRST WATER SERVICE AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS.
THE BOTTOM SLAB. ., ,.. 2 THE DOUBLE GH£CK VALVE AND REDUCED PRESSURE ASSEMBLIES SHALL BE INSTALLED AT 19. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT` MARKINGS, PAINT SHALL BE A
X - - -X CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III, FACTORY MIXED, QUICK DRYING,
BRICK MASONRY DROP INLET NOT TO BE USED IN LEAST 12 INCHES ABOVE THE FINISH GRADE, FLOOD LEVEL OR FLOOR.NOTES: NON BLEEDING. REFLEGT[VE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR
LOCATIONS SUBJECT TO TRAFFIC. 3• PRESSURE VACUUM BREAKER ASSEMBLIES (PVB) SHALL BE INSTALLED AT LEAST 12 INCHESNIGHT REFLECTING:
1j2M R B PERMITTED. CONCRETE BRICK 6ABC STONE(NCDOT) 1, AS SYNTHETIC FABRIC, USE A PERVIOUS SHEET OF NYLON, 5. TO PROVIDE NEEDED STABILITY TO THE INSTALLATION, FRAME WITH ABOVE THE HIGHEST WATER OUTLET. WHEN INSTALLING A PVB ON AN IRRIGATION SYSTEM�RJ BO B ICK WILL E JOINERIAI=
OR a SOLID CONCREtE BLOCKS MAY BE USED IN POLYESTER, OR ETHYLENE YARN -EXTRA STRENGTH 2x4-INCH WOOD STRIPS AROUND THE CREST OF THE OVERFLOW 20. DUCTILE IRON SHALL BE CLASS 50.
! M N. -TllAT CONTAINS ULTRAVIOLET RAY AREA AT A MAXIMUM OF 1.5 FT ABOVE THE DROP INLET CREST. CONSIDER THE PLACEMENT OF SPRINKLER HEADS ON HILLS AND SLOPES, PVS SHALL 21. CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUMN COMPRESSIVE
LIEU OF CLAY BRICK, 6 ABC STONE (50 LB/ 1INCH I ) NOT BE INSTALLED AT A LOWER LEVEL THAN THE HIGHEST OUTLET. STRENGTH OF 3000 PSI 0 28 DAYS - AIR ENTRAINED.
IF REINFORCED CONCRETE PI E IS SE
INHIBITORS AND STABILIZERS. FABRIC SHOULD BE SUFFICIENTLY
p TIN BASE SLAB . PL CE THE BOTTOM 12 INCHES OF THE FABRIC IN A TRENCH AND 4. THE MAXIMUM HEIGHT OF A BACKFLOW ASSEMBLY IS 36 INCHES INSIDE AND 60 INCHES OUTSIDE22 FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR
OF BOX, ADD TO BASE AS SHOWN ON STANDARD 840.00. EXPANSION tiolNT (E.J.) CONTRACTION JOINT (C.J.) POROUS TO PROVIDE ADEQUATE DRAINAGE OF THE TEMPORARY 6 A
POOL. BURLAP MAY BE USED FOR SHORT-TERM BACKFTLL .THE TRENCH WITH AT LEAST 4 .INCHES OF CRUSHED STONE 5• AN ENCLOSURE SHALL BE PROVIDED THAT PROTECTS THE ASSEMBLY. FROM THEFT, VANDALISM, BY THE .OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL:. BE
Y -0" IN HEIGHT OR LESS USE 8" WALL, OVER s-0" SEDIMENTREPLACEDSE EVERY 60 DAYS. OR 12 INCHES OF COMPACTED SOIL. TAMPERING, WEATHER AND FROST. PAID FOR BY THE CONTRACTOR,
FOR 8 MUST E I APPLICATIONS, IT US B
)' ELMIN HEIGHT USE 12" WALL TO 6'-0 FROM TOP OF WALL
AND s" WALL FOR THE REMAINING 6 -0". QUANTITIES 6 IN FLOOR, UNDERGROUND AND VAULT INSTALLATIONS ARE AROHIBITED,
WITH COPING REMOVED TO BE ADJUSTED ACCORDINGLY.
SIDEWALK A LAC JOINT DETAILS 2. CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. 7. FASTEN FABRIC SECURELY TO THE STAKES AND FRAME. JOINTS MUST BE
OVERLAPPED TO :THE. NEXT STAKE. 7, THERE SHALL 8E 24 INCHES CLEARANCE ON ALL SIDES OF THE ASSEMBLY.
NTS ' BA ENETHE CONSTRUCTION SEQUENCE
3. FOR STAKES, USE 2x4-INCH WOOD PREFERREQ)OR EQUIVALENT S. ELECTRICAL EQUIPMENT, OUTLETS AND BREAKER BOXES SHALL NOT BE LOCATED
1: NO CUT SLOPE -0R FILL SLOPE SHALL EXCEED A RISE OR FALL Of ONE FOOT FOR
SEE IN ACCORDANCE METAL WITH A MINIMUM LENGTH OF 3 FT.
RISK COPING 8. THE TOP OF THE FRAME AND FABRIC MUST BE WELL .BELOW THE GROUND ASSEMBLY.
f WITH GRASSING DETAIL ATI N DOWNSLOPE FROM THE DROP INLET TO KEEP RUNOFF FROM 9. PRIM TO INSTALLING ASSEMBLIES INDOORS IT IS RECOMMENDED THE THE CROSS -CONNECTION EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL).
3'-6" 2'-8' ��/� 4. SPACE STAKES EVENLY AROUND THE PERIMETER OF THE IiNLET E�Vr 0 2. NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED
T_,T�T=,•}--� r__ _ -i_�---ter_ BYPASSING THE INLET. IT MAY BE NECESSARY TO BUILD A TEMPORARY CONTROL OFFICE BE CONTACTED FOR ADDITIONAL INFORMATION. WATER METERS WILL INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION:pr
I C3P�_ �_�) i A MAXIMUM OF 3 FT APART, AND SECURELY DRIVE THEM INTO DIKE ON THE DOWVSLOPE SIDE OF THE STRUCTURE. NOT BE SET UNTIL THE CITY HAS INSPECTED AND APPROVED THE BACK -FLOW PROTECTION.
1 SL ►� THE GROUND, APPROXIMATELY 1$ INCHES DEEP. 3. INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING
�`� _ �� I- (910) 343-3ato
-i I i
f_ � _-I n
" A B " -= -1. SEE BITE PLAN FOR INERT TEMPORARY FABRIC DROP INLET EROSION CONTROL
iI-i
NTS
s - x 2-2 IA- HOSE NO.ZL£5
-- 4 1 ' PUVPLR CONNECTION
j2 Ja
T IVn ALGRASS S1IrALE FACE 1UGFNT£RLIAf _
1° NTS OF S7R££T : eo w
r• PIPE ZONE PIPE TONE 4 a w
�, •{ ':... ,"'. .:. •, h1ARKED: SANITARY SEWER OR C1
HYDR T 70 V'
• '; ° STORAi DRAIN AS REQUIRED 6' O,D. 6' B" O.D. 6 j
RING ADN COVER CONTACT IN IN INMIN,$N$��A�'�i']jBREAK
gURFA B MACHINEp » RE V0i 8ff
SECTION X-'X QIION Y-Y 5O AS INSURE EVEN BEARING JVIW 'HATER ON COWR
OF CO ON RING. / � BARREL -
FINAL BACK FINAL BACK xz PIPfSZE A5
TOP OF COVER FIU_..N� INt PLANS
BURY LINE SEE PLAN
DIMENSIONS AND QUANTITIES
0 MENSIONS
BOX
& Pik
CONC.
IN BASE
TOTAL BRICK
MASONRY
DEDUCTIONS F
ONE PIPE
PIPE
SPAN
I WDTH
HEIGHT
PER FT.
HEIGHT
BRICK
COPING
I MIN.
H
A
1 B
H MITI
CU. YD&
C,M.
R.C.
12
--0'
I X-
2'-8"
Q207
0.313
0,037
0.971
M020
0.039
1
-0
-0
'-OP
0,207
0.313
0,037
0.976
0.031
0.047
is*
3'-0•
x,-O'
S-5P
0.267
0.313
0.037
1.10tI
0044
0.086
24"
3'-
-
4!-0!
0.267 -
0.313
0,037
1.28g
04078
0.113
30'
3'
4'_3P
I 0.287
0.313
0 037
1.367
0.122
0.170
A A PIPE SIZE AS » CONC. COLLAR --� -
INDICATED I
3 MIN.
A AS PER SPErS.�j
ON THE PLANS >. --
.: _' CLASS 1, 2 OR' p "
c:c „ y" E,Y �•.�.O.D. O.D. 01 YALW BOX SEE PLAN
INITIAL BA I " ., T, « , ' $ MI CLASS MIN. 6A7F VALW MIN. V2F 6*
-� a. F IC
�I I qg
CLASS 1 = � Ej J 1� Jar_ ! __I 11= I i - TURN RIw TO OPEN - A (}
BOTTOM OF COVER .- ij
_ - _
� 3EI� �Q�,A4.�
I I_I I I -I 11._1 I I_ L
TABLE -------STABLE
FOUNDATIONRON FOUNDATION AON DRIN ENE y AO�ATEIALMATERIAL
- 1
'"�'j� PVC PIPE
DUCTL.E IF�C�N PIPE
T �' N T � j
IND DETAILS
O
N PPE EDD i
LYINCRET£ PAD o
- - VARIES 0'- 2' '$' __ 2 4" SOLID C 40' - 15' X 15* X 6 G9Q
I SHOU(.gER ,r- �" t� ;p ,fit J'0 _--
a - 1 2" OVERLAY ! G /7 fiAlur rJ L 4 O� LjI
BUT NOT LIMITED TO GRAVELLED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK DAMS, ETC.
INSTALL ALL SECONDARY EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNIN
CONSTRUCTION.
4,
ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN.
5.
SILT FENCE, SILT TRAPS, AND INLET PROTECTION TO BE CLEANED WHEN HALF FULL
IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN
DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER
FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION.
6.
IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS
PREVENT SILT FROM
DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO
7.
ENTERING STORM DRAIN PIPING.
A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED.
S.
ALL DISTURBED AREAS SHALL BE SEEDED IN ACCORDANCE WITH SEEDING SCHEDULE AS
SOON AS POSSIBLE BUT NO LATER THAN 30 DAYS AFTER DISTURBANCE.
ALL SLOPED AREAS TO BE SEEDED NO LATER THAN 15 DAYS.
9.
MAINTAIN ALL EROSION CONTROL MEASURES UNITL PROJECT IS COMPLETE. -
10.
MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS
PLAN PROVE TO BE LESS EFFECTIVE.
11.
REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION.
ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION.
MAINTENANCE REQUIREMENTS
1. CONSTRUCTION ENTRANCE MUST BE MAINTAINED TO PREVENT MUD OR SEDIMENT FROM LEAVING
SITE, PERIODIC TOP DRESSING WITH TWO INCH STONE MAY BE REQUIRED.
SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
2.
ALL EROSION AND
OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL, BUT IN NO CASE LESS THAN
ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
3.
PRACTICES AS DESIGNED.
SEDIMENT BASINS WILL BE CLEANED WHEN THE LEVEL OF SEDIMENT REACHES 2.0 FEET
GRAVEL WILL BE CLEANED OR REPLACED WHEN THE
BELOW THE TOP OF THE RISER. #57
4.
SEDIMENT POOL NO LONGER DRAINS PROPERLY.
SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT
0-5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY
TO MAINTAIN A BARRIER:
ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING
5.
TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS,
gENSE VEGETATIVE COVER..
I. a 1 1 j$" O \ 1 1 4". NCDOT SANG ASPHALT / '�"'t,d
APPLIED FOR RE -STRIPING
O O rn M FAC RERS V-9 5/8' OVER ENTIRE TURNLANE AREA MLL 18, JOINT \ �� �" �+g �" p
O A O �. G.it. ELAN S do ON tl_ " 6 PJPE > E A E t Aa$. ' E 1 /"t�9�.
h
s NO?H--GYRR -224 • 1 1 1 2 1 AVER
H-RCR-204t 1 -10 3j4" EXISTING PAVEMENT TYPE � 2 �NCDOT) `-HYDRANT--1�4"GALV.Mi.ZE71 ROV5 I
O. 1 4' PER FOOT
A SIDE ELEVATION b. 4 iCAN }
• dFNIMUM WEIGHTS: MAX( - o -
10 3j4 " 0R EQUAL 2 -9 1/4 RING 190 LB5. - - - -- - - - / `----!s o 0 NO
o - COARSE AGGREGATE1 GRADE 60 COVER 120 LBS.12"slutREINFORCEMENT ` j * "; r o © o I R7 dt'AJN
M SECTION A -A r, , , -1:1 SLOPE °PLAN vtEPa NE 51/2pHg^==o o�r _r TE I- A GRAVELLED
PLASTIC MANHOLE FRAME AND COVER MOPE III„� ►� HYDRANT LUGS -TIE BOLTS
1 1. THERMOPLAC77C PAVEMENT MARKINGS SHALL BE RE7AINER CLA CONSTRUCTION T AN E
' ELEVATION SECTION A -A NTS DONE BY CONTRACTOR TO NCDOT STANDARDS �CJI14/T RESTr'�4i11fT NTS (Y
-CUT OR 700tiD
-JOINT TYPICAL PAVEMENT WIDENING SECTIONOR PIPE
MANHOLEP DEi'AI:Lrr�R�NT ro 'sr �u>u l�r �• prn,� &MA
N '--hJYDRANT � 3/4" GAL VAA7Z0 RODS
NTS ,��T R/W STANDARD WATER VALVE BOX j
yp� j� Sp� &COVER MARKED C.O. �`
PAVED OTHER OTHER AREAS t� CONIC, CURB & GUTTE:R d
CDR. TOP SH --" CC3NC, SIDEWALK 7 ° ° ° ° - T a�� I CA Nc
S OR AFFIC� T TO �E AS / o c> ° d ` NO U E EWEY BRCS.
SJN 5 tA"t ° U� ° oC,o a
9IDENTiALE AtvE TEp AT H
;<xs; ; �. < <.... , pp
... a,t . , ..1 o c. CH- f OR C C
EN a �. o n o h g�c p (�{
NPAVED ROAtIS PROVIDE 1, ,..>,<.:<a. a wu 2!i v _ (�j) _BN-47
C0 VE 0 wsmil auiU�vLu� o ° ti' FORIIS+R4 INLETS
T'4MENNE E Tf J o �o _
_ _=�"`"-'" CONC. •COLLAR -
SEAL CLEAN-OUTLw-
,,•'.:.,.. AidtgE FRAME >ic STACK w/DUCT TAP E ' PVC OR CIP -TIE BUJ TS
CONCRETE COLLAR :•. � • AOJUSTM£N , �� (SEE NOTE 2> �_ i/D` BEND
JOINT RESWAINT EDAM
w. NCR �pACERg F - PYC OR CIP , H)VRANT TO MAIN XE _0"
ADJUST TO GRADE �_ - ---ASPHALT PAVEMENT
SE.iER MAIN
r MH S PLUG w/WISINGL TEST
c:QNC. COLLAR
f 4' TAPPING SADDLE
• 314" TIE' Br7L 75 � � ELEV. VARIES
(SEE NOTE 2) TEE OR WYE <" � � _1. • ORCING PRECA5
CSEE NOTE 1) "
CENTRIC
TOP C
"
SEEDING
_ NOTES! BRICK MASONRY-
7� w
.o y Y48" IAMETER r --C T MANHOLE t. SEWER TAPS TO BE PERFORMED BY CITY ." 0
� TI CREWS EXCEPT WHEN TEES OR WYES ARE �j �/�"jD p / �^ fir/ A {'}� per" A 17" 'r / FLOvi - ( REFERTILIZE THE FOLLOWING APRIL WITH 50 lb/acre NITROGEN, REPEAT AS GROWTH ® �y
azp (' N A D P �MI . WALL THICKNESS INSTALLED IN NEW MAINS LAID BY THE I.7 rL1fT/41V 1 (/UJI I 15 iV k l L » >
I Np�}{ BROOM FINISH PERPENDICULAR 4
WITH C
o �J >FQR 4 DIA BARREL TO PEDESTRIAN FLOW DIRECTION CONTRACTOR.
I �• 8 MIN. WALL. THICKNESS
- -- - -- - FOR 5" DIA, BARREL 2. THESE ITEMS SHALL BE INSTALLED WHEN 'Wa - N❑ HOUSE CONNECTION IS MADE AT C,O.
3 5, TYf� Tj OVFJS 8Y THALANT j. PILAN 3000 PSI CONC.- R
CAI t � 4' SIDEV 64' -- 6- 61IMLI ES L S`T u.� G alv LET NOTE:
rn i NON•SIiR�� a000 PSI__ . _.Np�OpTEp: '�'p H�y� S
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RUBBER GASKET TYPICAL
SIDEWALK
^ �j �Aj AND
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! REQUIRED FOUR &NHOLS < 8' ASENOT
"i f"'lE�i�A�D MANHOLE L.AN 8"a' .��
: GALV. BAR GRATING - I" x 1PS. ATTACH TO i/8"MBEARING BARS. FASTEN WITH L k'AFER �•T£R,S ARE TD B£ PRLT4imp BY TIC' CITY VhFRE RIW VIBTH PERMITS"
I NTS 6' IWGLE EI?AME: MORTOR FRAME TO lI?P-0 OUP STRUCTUtGALVANIZED �s
-ATTACH GALVANIZED WIRE?, fsCL VA TEA' A+>FT£RS MUST BE LGCAT£IJ b/IITLIN PUBLIC
TO' OF BANK EMBANKMENT 3 CLOTH OVER SMALL DIAMETE .RIGHT --OF NAYS A10ILT EASE ENTS LAR6£ CAST JR17N PETER BDX
' EL. OF1. TOP OF BANK { aI4 ' _ _ �1 C TYORIFICE (8 MESH .020 VItIRE 3, A/ATER iTTfAS SHALL N17T BE LLZ'ATO IN PRIV£WAYS ~ SIIJ£VALk'
g CITY FLOOD POOL EL. 40.0 41,0 OOD POOL 40.0TATE
1 STATE FLOOD POOL ELL 39.0 � µ ECOUT?_POQL 39.0 _ _" _ - - 7" TYPE I-2 (NCDOT)
NORMAL POOL t8 NORMAL POOL EL. 37.5_ 36 RAP --10" W£IF1 -- ` ,- 8" ABC STONE (NCDOT)
EL. 37.5 � EL...�f),5 I r ,
REQUIRES, MAY BE MON D ONLY ONCE A YEAR. WERE A NEAT APPEARANCE IS �
DESTPEA OMIT S'ERICEA AND NOW AS OFTEN AS NEEDED. � tom, P. � V
FALL -WINTER
PERMANENT GRASSING DETAIL Z
SEEDING MIXTURE
51p� RATE fib /Gem)
TALL FESCUE (BLEND OF TWO OR
THREE IMPRO\ED VARIETIES) 200
RYE (GRAIN) 25
SEEDING DATES
JANUARY - APRIL
AUGUST - DECEMBER S E A L _
SOIL AMENDMENTS 17374 -
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 3.000--5,000 1a/a e
GROUND AGRICULTURAL LIMESTONE (USE THE LOVER RATE ON SANDY SOILS) AND/ "Kilter-`'•'. �¢`�
1,M, lb/acre 10-10--10 FERTILIZER. % A{? •°••••••••°° ��
GREGO�.��,
MULCH ��i�1i11
APPLY 4,004 lb/acre GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE
MULCH. ANCHOR STRAW BY TACKING WITH ASPHALT, ROVING, ORNETTING OR BY CR DATE 08--14-00
ING YVSTH A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT
BE VSM AS A MULOi ANCHORING TOCX_ DESIGN PGT
RMAL POOL 37.R 6" GONG. 4000 pat MAINTENANCE DRAWN MVL
11 6 INy,-3Z5 _ P!y 37. "17
�31 t�Y, 7-0 _ •� I 6x6"xW2.9xW2.9 WELDED FERTILIZE ACCORDING TO SOIL TESTS OR APPLY 40 ib/acre NITROGEN IN JANUARY
j FOREBAY MAIN POOL_ Y/IRE FABRIC REINFORCEMENTOR FEt?UARY, 40 ib IN SEPTENBER AND 40 tb IN NOVFTdBER, FROM A 12-4-8
BOTTOM EL. 34.5 - ,., w. i TEMPORARY _ - S" 16-4-8, OR SIMILAR TURF FERTILIZER. AVOID FERTILIZER APPLICATIONS DURING
1 -- GRAVEL I" II II' 3/8" AIRCRAFT WARM WEATHER, AS THIS INCREASES STAND LOSSES TO DISEASE, RESEED, FERTILIZE,
" 4'_-O' " h i " FILTER __ �I-III ! T CABLE, CONT.- - „ „ : , AND M ll(i DAMA( ED AREAS IMMETJIAT£LY. MOW TO A HEIGHT OF 2.5-3.5 INCHES
3 BOTTOM, ` • EptpP fy Ne SLV N MLq CVOAN ITIONS. ASPHALT
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TrA 'K' SDFT CLIPPER ARIN6 CONTRACTOR SHALL COORDINATE t t.
EL. 31.0 BOTTOM 31.0
i - w/OWNER & GEOTECHNICA!'
SEC ON A -- ArLc£R N 1��z
it L f TER YQK£ ld/TIP RISER ENGINEER TO DETERMINE
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6/26100 FURNITURE FAIR 99123
CDC Stormwater Calculations
Total Drainage0W.02
ft.436,471 ill
Impervious Area
Load Use
- . ft.
acre`
Buildin s
33,142
0.78
Asphalt
50,418
ills
Concrete
3,028
0.07
Future
180,369
4.14
3 Olfsfte lots Q 6000 sf/ea
18,000
0.41
Total
284,957
6.54
Stormwater Calculations:
Time of Concentration:
Hydraulic Length (L) - 1,200 ft.
change in Height (H) - 3.752.
T, _ (La /1-0.385 1128
= 16.91 min.
Flow for 10 year, 6 hour Storm (Q10):
QPRE _ (C+PRE) x (170) x (Area)
= 15.78 cis
QPoerr _ (CPosr) x (11a) x (Area)
44,82 cfs
ror iv vear storm:
79
P - 4.82 in. forlOyr, 8 hr storm
S - 1000/CN - 10
a 2.66
Depth (D)= [P-(0.2)(S)]2 / [P+(0.8)(S)]
2.65 in.
Time to Peak Flow:
TP = [(43.5)(D)(Area)] I Q2,posr
25.75 min.
Detention Pond Design:
Pond Sias:
Elevation
ft.
Surface Area
(sq. ft.
Normal Pool
37.50
21,9W
Flood Pool
39.00
24,828
Top of Bank
41.00
28,853
Bottom of Pool
31.00
11,609
Provided Storage Volume:
Vol. _ [(N(xmal pool SA + Flood Pool SA) 121
x (F.P. slev. - N.P. elev.)
= 35,120 cu.ft.
RECEIVED
JUN 28 2000
DWQ
PROD # Sw Ow 000(D4--
99123Pond.)ls
% impervious - 0.653
- 65.3%
say 88.0%
CPK = 0.25
Cpwr = (% imp.)(.95)+(1-% imp.)(.25)
0.71
1101 6.30 in/hr
125 = 7.13 in/hr
Flow for 25 year, 6 hour Storm (026):
QPRE a (CPRE) x (125) x (Area)
= 17.86 cfs
QPosT = (CPosr) x (I25) x (Area)
50.72 cis
son
= 79
Pm 5.71 in. for 25 yr, 6 hr storm
S = 1000/CN -10
2.68
Depth (D)- [P-(0.2)(S)]2l [P+(0.8)(8)]
3.42 in.
Time to Peak Flow:
TP = [(43•5)(D)(Area)] / Qm,Posr
29.40 min.
State Surface Area Requirement at normal pool:
Pond side slopes - 3 :1
Depth below N.P. = 8.5 ft.
SAIDA - 0.0320
(Chart for 90% TSS Removal for Wet Detention
Pond without Vegetative Filter
Roquired SA = (SAIDA) x (Total Drainage Aran)
= 13,967 sq. ft.
State Volume Required for Storage of first 1" of runoff:
Vol. _ 1(1/12) X (DA) x (% imp.)] +
1(1/12) x (DA) x (1-% imp.) x C]
Cu 0.2
\\\\1111611 I1 f lI"M = 26,272 cu. ft.
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ra SEAL r:
s 17374
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6/26100 FURNITURE FAIR
CDC Stormwater Calculations
Pond Volume:
Bottom SA= 11,6W sq.2.
Normal Pool SA= 21,998 sq. It.
Vol. _ [(N.P. SA + Bottom SA) 121 x (N.P. of. - Bottom el.)
= 109,223 cu. ft.
Fore
Required Volume
Vol. = 20% of storage volume
= 21,845 cu. 2.
Outlet Stricture Design:
Flow for 2-day drawdown:
for 1st 1" of stormwater,
Q = Required Vol. / 172,800 sec. (2-days)
= 0.152 cfs
Required Area of Pipe for 2-day drawdown:
A= 0/[CdxSQRT(2xgxh)]
Cd = 0.6
g = 32.2 ftJs?
h = (F.P. elev.- N.P. elev.) /2
= 0.75 ft.
A = 0.0365sq. ft.
Diameter of Pipe for 2-day drawdmm:
DIA. - SQRT[(A x 4) l pi]
= 0.2155 It.
2.59 in.
'Use: 2.5 in diameter pipe
Outlet Structure Check.
Using a 4' x V Basin,
Perimeter 16 ft.
Q = CIA
C = (% imp.)(.95)+ (1-% imp.)(.25)
= 0.71
1= 7.13 in. for a 25 yr. Storm
A = 10.02 Acres
= 50.72 cis
Q- CwxLxH7-5
H = [Q / (Cw x L)]?0
Cw = 3
1.04 ft.
Peak elevation = flood pool elevation + H
40.04 It.
Provided Volume
Bottom SA - 5,500 sq. It.
Normal Pool SA = 9,009 sq. It.
Vol. _ [(N.P. SA+ Bottom SA) / 21 x (N.P, el. - Bottom el.)
= 21,784 cu. ft.
depth = 3.2.
Flow for 5-day drawdown:
for 1 st 1' of stormwater,
Q = Required Vol. 1432,000 sec. (5-days)
= 0.061 cis
Required Area of Pipe for 5-day drawdown:
A= 0/[CdxSQRT(2xgxh)]
Cd = 0.6
g = 32.2 ftJs2
h = (F.P. elev. - N.P. elev.) / 2
= 0.75 ft.
A = 0.0148 sq. ft.
Diameter of Pipe for 5-day drawdown:
DIA. = SQRT[(A x 4)1 pi]
0.1363 ft.
1.64 in.
99123Pond.)ls 2 of 2
99123

TRIPP ENGINEERING, P.C.
41 419 Chestnut Street
Wilmington, North Carolina 28401
Phone: [phone] • FAX: [phone]
,1uN 2 g.-.2000
June 27, 2000 %'I -Pk n wh
NCDENR
Division of Environmental Management
Water Quality Section
127 Cardinal Drive
Wilmington, NC 28405-3845
Attn: Ms. Linda Lewis
Re: Furniture Fair
New Hanover County, NC
TE 99123
Tear Linda:
Enclosed please find two (2) sets of plans, one (1) signed original and one (1)
copy of the application form with narrative, one (1) wet detention basin supplement, two
(2) sets of signed sealed calculations and one check for the application fee.
Please review for approval and contact us with any questions or comments.
Thank you.
Sincerely,
Tripp Engineering, P.C.
Monica V. Loughlin
MVL:dcb
Enc.

CENTURA BANK
FURNITURE FAIR, INC. JACKSONVILLE, NORTH CAROLINA No, 082112
BELL FORK ROAD
P.O. BOX 1416 66-85
JACKSONVILLE, N.C. 28541-1416 531
DATE CHECK NO.
06.1200 82112 AMOUNT
PAY Four Hundred Twenty Dollars and Zero Cents*** $420.00
VOID IF NOT CASHED
WITHIN 60 DAYS
UMUMM NCDENR
OF

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June 28, 2000
Stormwater Narrative
Furniture Fair
City of Wilmington, New Hanover County, NC
TE 99123
The total drainage area of this project is 10.02 acres. A proposed building of 33,142 sf
will be constructed. An asphalt and stone access and parking area for the building will
total 50,418 sf. 3028 sf of concrete sidewalk is also proposed. Allowable impervious
area for future development is 180,369 sf as well as 18,000 sf of off -site impervious for
three adjacent residential lots. A total of 284,957 sf of impervious area brings the total
built upon area to 65.3 % impervious.
Stormwater runoff from this site is routed to a proposed wet detention pond designed to
exceed state requirements. Detention will capture and treat the first on inch of runoff.
This pond will drain to Bradley Creek with a classification of SC HQW.