SW7080709_CURRENT PERMIT_20080807

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATEjQ'D�QD
YYYYMMDD

p�pF NATFgOG Michael F. Easley, Governor
r
CO North
G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources
O Y Coleen H. Sullins, Director
Division of Water Quality
August 7, 2008
Mr. Charles R. Price
Carter Lumber Partnership of Indiana
601 Tallmadge Road
Kent, OH 44240
Subject: Stormwater Permit No. SW7080709
Griggs Lumber— Edenton Store
High Density Project
Chowan County
Dear Mr. Price:
The Washington Regional Office received a complete Stormwater Management Permit
Application for Griggs Lumber — Edenton Store on July 17, 2008. Staff review of the plans and
specifications has determined that the project, as proposed, will comp)y with the Stormwater
Regulations set forth in Title 15A NCAC 2H.1000. We are forwarding Permit No. SW7080709
dated August 7, 2008, for the construction of the subject project.
tiv(3>(2f
This permit shall be effective from the date of issuance until August 7, 2018, and shall be
subject to the conditions and limitations as specified therein. Please pay special attention to
the Operation and Maintenance requirements in this permit. Failure to establish an adequate
system for operation and maintenance of the stormwater management system will result in
future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have
the right to request an adjudicatory hearing upon written request within thirty (30) days
following receipt of this permit. This request must be in the form of a written petition,
conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office of
Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27699-6714. 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 Samir Dumpor, or me at [phone].
Sinc rely,
Regional Supervisor
Surface Water Protection Section
AH/sd: J:\WPDATA\WQS\ State SW-SD\Permits —Wet Pond \SW7080709
cc: Bob Farris, CIE Solutions
howan County Building Inspections
,,,,'Washington Regional Office
Central Files
North Carolina Division of Water Quality Internet: www.ncwaterguality.org One
943 Washington Square Mall Phone [phone] NorthCaiolina
Washington, NC 27889 Fax [phone] ati
An Equal Opportunity/Affirmative Action Employer -50%Recycled/10%a Post Consumer Paper �/Ym�y/ f
L `LICE{,

State Stormwater Management Systems
Permit No. SW7080709
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
Carter Lumber Partnership of Indiana
Griggs Lumber— Edenton Store
Chowan County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with
the provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules')
and the approved stormwater management plans and specifications and other
supporting data as attached and on file with and approved by the Division of Water
Quality and considered a part of this permit.
IZ(3d./z!
This permit shall be effective from the date of issuance until August 7, 2018, 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 243,705 square
feet of impervious area.
3. The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans.
4. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
5. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
Page 2 of 8

State Stormwater Management Systems
Permit No. SW7080709
C9
The following design criteria have been provided in the Wet Detention pond and
must be maintained at design condition:
a. Drainage Area, acres:
9.06
b. Total Impervious Surfaces, ftZ:
243,705
c: Pond Depth, feet:
5.50
d. TSS removal efficiency:
90%
e. Permanent Pool Elevation, FMSL:
13.50
f. Required Permanent Pool Surface Area, ftZ:
21,505
g. Provided Permanent Pool Surface Area, ftZ:
23,090
h. Permanent Pool Volume, ft3:
91,904
i. Temporary Storage Elevation, FMSL:
16.50
j. Required Storage Volume, ft3:
19,922
k. Provided Storage Volume, ft3:
100,076
I. Controlling Orifice:
2.5" 0 pipe
M. Receiving Stream/River Basin
n. Stream Index Number:
o. Classification of Water Body:
II. SCHEDULE OF COMPLIANCE
Chowan River / Chowan River Basin
25
"B, NSW"
1. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency. The approved Operation and Maintenance Plan must be followed in
its entirety and maintenance must occur at the scheduled intervals including, but
not limited to:
a. Semiannual scheduled inspections _(every _6 months).
b. Sediment removal.
c. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
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.
Page 3 of 8

State Stormwater Management Systems
Permit No. SW7080709
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 be allowed in the stormwater treatment system,
subject to the following criteria:
a. The fountain must draw its water from less than 2' below the permanent
pool surface.
b. Separated units, where the nozzle, pump and intake are connected by
tubing, may be used only if they draw water from the surface in the
deepest part of the pond.
c. The falling water from the fountain must be centered in the pond, away
from the shoreline.
d. The maximum horsepower for a fountain in this pond is 1/3 horsepower.
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. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
10. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project
area. The project area is defined as all property owned by the permittee,
fow which Sedimentation annd Erosion -Control Plaapproval or a CAMA
Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
11. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
12. A copy of the approved plans and specifications shall be maintained on file by
Page 4 of 8

State Stormwater Management Systems
Permit No. SW7080709
the Permittee at all times.
13. 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 except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a formal permit transfer request to the Division of Water Quality,
accompanied by a completed name/ownership change form, documentation
from the parties involved, and other supporting materials as may be appropriate.
The approval of this request will be considered on its merits and may or may not
be approved. The permittee is responsible for compliance with all permit
conditions until such time as the Division approves the transfer request.
2. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
3. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
5. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
6. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition.
7. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
8. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
+ - --
9. -- The- permittee--r— - sh-all notify— — the Division--- an--y hame, ownership or mailing address
changes within 30 days.
10. This permit shall be effective from the date of issuance until August 7, 2018.
Application for permit renewal shall be submitted 180 days prior to the expiration
date of this permit and must be accompanied by the processing fee.
Page 5 of 8

State Stormwater Management Systems
Permit No. SW7080709
Permit issued this the 7th day of August, 2008.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
_AL-
r-
for
Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Stormwater Permit No. SW7080709
Page 6 of 8

State Stormwater Management Systems
Permit No. SW7080709
Griggs Lumber— Edenton Store
Stormwater Permit No. SW7080709
Chowan 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,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
Page 7 of 8

State Stormwater Management Systems
Permit No. SW7080709
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. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
15. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Washington Regional Office
Chowan County Building Inspections

DWO USE ONL
Date Received
Fee Faid
Permit Number
`7-17-08
SW 7080705
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Carter Lumber Partnership of Indiana
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Charles R. Price Vice President
3. Mailing Address for person listed in item 2 above:
601 Tallmadge Road
City:Kent State:OH Zip:44240
Phone: (330 ) 673-6100 ext270
Email:
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
Griggs Lumber Edenton Store
5. Location of Project (street address):
•11 0 mm r. re- mn ..
City:Edenton County:Chowan Zip:_ -- - -
6. Directions to project (from nearest major intersection):
Exit US Route 17 Bypass at SR 32. travel west one block to Whitemon Lane, turn right, pass the Ford
Dealership and Hampton Drive. the prooety is located on the left side of the road.
7. Latitude:36° 4' 45.6" N Longitude:76° 36' 35.53" W of project
8. Contact person who can answer questions about the project:
Name:Bob Farris Telephone Number: ((252 1 264-3222
Email: [e-mail] EXPRESS
I1. PERMIT INFORMATION: AUG 0 5 2008
1. Specify whether project is (check one): ®New �eCEHR OModification
F... Run 1.1nI va�:,, rnT7nu Danni,sa

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 ®High Density []Redevelop []General Permit []Universal SMP ❑Other
4. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major ®Sedimentation/Erosion Control 0404/401 Permit ®NPDES Stormwater
III. 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.
Water from the Griggs Lumber Store and 2 commercial outlots will be collected and conveyed via storm oioes to
a WOP The Bond is designe dto treat the standard 1" rain however it will detain 5" of stormwater.
2. Stormwater runoff from this project drains to the Chowan River basin.
3. Total Property Area:9.06 acres
4. Total Wetlands Area:019 acres
5. 100' Wide Strip of Wetland Area:_____ acres (not applicable if no wetlands exist on site)
6. Total Project Area**:9.06 acres 7. Project Built Upon Area:61.8 %
8. How many drainage areas does the project have?1
9. 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.
For high density projects, complete the table with one drainage area for each engineered stormwater
A
Basin Info mationa, rtCvf +„
Dra�nageQrealr,'
- x Dramage,Area 2
Receiving Stream Name
Chowan River
Stream Class & Index No.
B, NSW
Total Drainage Area (sf)
394,584
On -site Drainage Area (so
394,584
Off -site Drainage Area (sf)
0
Existing Impervious* Area (so
0
Proposed Impervious*Area (so
243,705
% Impervious* Area (total)
61.8
"
_
t Drama e Area51
3U, R,Drainaii—ge Area 2* ,.,
On -site Buildings (so
61,420
On -site Streets (so
0
On -site Parking (so
177,929
On -site Sidewalks (so
4,356
Other on -site (sf)
0
Off -site (sf)
0
Total (so:
243,705
Impervious area is defined as the built upon area including, but not limited to, buildings, roans, parking
areas, sidewalks, gravel areas, etc.
Pn_QWIT_In1 VP,6n¢olnQ
Pn 9 of d

"Total project area shall be calculated based on the current policy regarding inclusion of wetlands in the
built upon area percentage calculation. This is the area used to calculate percent project built upon area
(B UA).
10. How was the off -site impervious area listed above derived?Offsite water drains around the site and it is
� RGF.f
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
One of the following 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. Forms
canbedownloadedfromhttu://h2o.enr.state.nc.us/su/bmp forms.htm - deed restrictions.
Form DRPC-1
High Density Commercial Subdivisions
Form DRPC-2
High Density Developments with Outparcels
Form DRPC-3
High Density Residential Subdivisions
Form DRPC-4
Low Density Commercial Subdivisions
Form DRPC-5
Low Density Residential Subdivisions
Form DRPC-6
Low Density Residential Subdivisions with Curb Outlets
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required in the above form, that the covenants will be binding on all
parties and persons claiming under them, that they will run with the land, that the required covenants cannot
be changed or deleted without concurrence from the State, and that they will be recorded prior to the sale of
any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for
each BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the
status and availability of these forms. Forms can be downloaded from
http://h2o.enr.state.nc.us/su/bmp forms.htm.
Form SW401-Low Density
Form SW401-Curb Outlet System
Form SW401-Off-Site System
Form SW401-Wet Detention Basin
Form SW401-Infiltration Basin
Form SW401-Infiltration Trench
Form SW401-Bioretention Cell
Form SW401-Level Spreader
Form SW401-Wetland
Form SW401-Grassed Swale
Form SW401-Sand Filter
Form SW401-Permeable Pavement
Low Density Supplement
Curb Outlet System Supplement
Off -Site System Supplement
Wet Detention Basin Supplement
Infiltration Basin Supplement
Underground Infiltration Trench Supplement
Bioretention Cell Supplement
Level Spreader/Filter Strip/Restored Riparian Buffer Supplement
Constructed Wetland Supplement
Grassed Swale Supplement
Sand Filter Supplement
Permeable Pavement Supplement
P,.. lZurl LInI Vnr;in na17nu: Panna..fd

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Office. (Appropriate office may be found by locating project on the
interactive online map at http7//h2o.enr.state.nc.us/su/msi maps.htm)
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
LvAtia
• Original and one copy of the Stormwater Management Permit Application Form
• Original and one copy of the Deed Restrictions &Protective Covenants Form (if
required as per Part IV above)
• Original of the applicable Supplement Form(s) and O&M agreement(s) for each BMP (2J.—
• Permit application processing fee of $505 (Express: $4,000 for HD, $2,000 for LD)
payable to NCDENR (24
• Calculations & detailed narrative description of stormwater treatment/management
• Copy of any applicable soils report
• Two copies of plans and specifications (sealed, signed & dated), including:
- Development/Project name
- Engineer and firm
-Legend
- North arrow
- Scale
- Revision number & 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. (ex. designing engineer or firm)
Designated agent (individual or firm):Robert Farris at CE Solutions
Mailing Address:201 Lane Drive
City:Elizabeth City State:NC Zip:27909
Phone: (252 ) 264-3222 Fax: (252 ) 264-3022
Email: [e-mail]
VIII. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in Gtepffal Information, item 2) Charles R. Price
certify that the information include o)( this permit application form is, to the best of my knowledge, correct and
that the project will be co tr c . conformance with the approved plans, that the required deed restrictions
and protective coven wi corded, and at the proposed roject complies with the requirements of 15A
NCAC 2H .1000.
Signature: Date: 9
Form SWU-101 �Xrsion 03.27.08 Page 4 of 4

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Office. (Appropriate office may be found by locating project on the
interactive online map at http://h2o.enr.state.nc.us/su/msi maps.htm)
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
• Original and one copy of the Stormwater Management Permit Application Form
Is
• Original and one copy of the Deed Restrictions &Protective Covenants Form (if
required as per Part IV above)
• Original of the applicable Supplement Form(s) and O&M agreement(s) for each BMP
• Permit application processing fee of $505 (Express: $4,000 for HD, $2,000 for LD)
payable to NCDENR
• Calculations & detailed narrative description of stormwater treatment/management
• Copy of any applicable soils report
• Two copies of plans and specifications (sealed, signed & dated), including:
- Development/Project name
- Engineer and firm
-Legend
- North arrow
- Scale
- Revision number & 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. (ex. designing engineer or firm)
Designated agent (individual or firm):Robert Farris at CE Solutions
Mailing Address:201 Lane Drive
City:Elizabeth City State:NC Zip:27909
Phone: (252 ) 264-3222 Fax: (252 ) 264-3022
Email: [e-mail]
VIII. APPLICANT'S CERTIFICATION
I, (print or hype none of person listed in G eral I» forniation, item 2) Cliarles R. Price
certify that the information include o this permit application form is, to the best of my knowledge, correct and
that the project will be co tr Liconformance with the approved plans, that the required deed restrictions
and protective covena wi, and at the proposed roject complies with the requirements of 15A
NCAC 2H .1000.
Signature: ^ VDate: / c/
Form SWU-101 LYfrsion 03.27.08 Page 4 of 4

High Density Developments with Outparcels
Deed Restrictions & Protective Covenances
In accordance with Title 15 NCAC 211.1000, the Stormwater Management Regulations, deed
restrictions and protective covenants are required for High Density Developments with Outparcels
where outparcel lots will be subdivided from the main tract and sold. Deed restrictions and protective
covenants are necessary to ensure that the development maintains a "built -upon" area consistent with
the design criteria used to size the stormwater control facility.
I, Charles R. Price , acknowledge, affirm and agree by my signature below, that I will
cause the following deed restrictions and covenants to be recorded prior to the sale of any outparcel or
future development area:
1. The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number as issued by the Division of Water Quality
under NCAC 2H.1000.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming
under them.
4. The covenants pertaining to stormwater may not be altered or rescinded without the express
written consent of the State of North Carolina, Division of Water Quality.
5. Alteration of the drainage as shown on the approved plan may not take place without the
concurrence of the Division of Water Quality.
6. The maximum built -upon area for the outparcel(s) shown on the approved plans is as follows:
Outparcel # BUA Outparcel # BUA
1 60%=ZZ&Oif
2 60%-;W gyQW
These allotted amounts include any built -upon area constructed within the property boundaries,
and that portion of the right-of-way between the lot lines and the edge of the pavement. Built
upon area includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate,
coquina and parking areas, but does not include raised, open wood decking, or the water
surface of swimming pools.
7. The runoff from all built -upon area within the outparcel or future development area must be
directed into the permitted stormwater control system.
8. Built -upon area in excess of the permitted amount will require a permit modification.
9. The connection from the outparcel's collection system into the stormwater control shall be made
such that short-circuiting of the s ern does not occur.
10. For those outparcels or future elopment areas whose ownership is not retained by the
permittee, the new ow s I ubmit�eerpmit
-ate off Ite stormwater permit application to the
Division of Water Q lit receiveZo'�_Date:
prior, ooconstruction.
Signature: Jules, 2008
I, h a Notary Public in the
State of 0010 County of 7RETA&
do hereby certify that eNpr-Les RICE personally appeared
before me this the 96 day of �TULy 2002—, and acknowledge
the due exec tion of the foregoing instrument. Witness my hand and official seal,
SEAL
Signat 7�
My Commission expires Dcc, ar a0u
Fn" nRPr.-9 Rcv 1 HEATHER IS%blo)api ftblic
Residence. f�odap County
State Wide Jurisdiction, Ohio
My Commission Expires Dec. 13, 2011

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NEvifiEH iBVi / Nc{4t3 it Pli
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Permit No.
(to be provided by DIND)
ATF9O
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Pad III) must be printed, filled out and submitted along with all of the required information.
1. PROJECT INFORMATION
Project name
GRIGGS LUMBER EDENTON STORE
Contact person
BOB FARRIS
Phone number
2522643222
Date
814108
Drainage area number
1
II: DESIGN INFORMATION.. _..
:..,... ;........
_,. , .. ,.:. , �. ,.....
Site Characteristics
Drainage area
394,584.00
t?
Impervious area
243,705.00
ff
%impervious
61.76
%
Design rainfall depth
1.00
in
Storage Volume: Non -SR Waters
Minimum volume required
19,921.98
rya
Volume provided
100,076.00
its
Storage Volume: SR Waters
1-yr, 24-hr runoff depth
in
Pre -development 1-yr, 24-hr runoff
ff3
Post -development 1-yr, 24-hr runoff
it,
Minimum volume required
it,
Volume provided
8'
Peak Flow Calculations
1-yr, 24-hr rainfall depth
3.35
in
Rational C, pre -development
0.30
(unidess)
Rational C, post -development
0.60
(unidess)
Rainfall intensity: 1-yr, 24-hr storm
1.66
Whir
Pre -development 1-yr, 24-hr peak flow
4.51
ft'Isec
Post -development 1-yr, 24-hr peak flow
9.45
gllsec
Pre/Post 1-yr, 24-hr peak flow control
4.94
fli li
Basin Elevations
Basin bottom elevation
7.00
it
Sediment cleanout elevation
8.00
it
Bottom of shelf elevation
13.00
it
Permanent pool elevation
13.50
It
SHWT elevation
13.50
It
Top of shelf elevation
14.00
it
Temporary pool elevation
16.50
it
EXPRESS
AUG 0 51008
NC DENR
Form SW401-Wet Detention Basin-Rev.4 Paris I. a 11. Design Summary, Page 1 of 2

t . -
Permit No.
(to be prodded by DWD)
II, DESIGN INFORMATION
Volume and Surface Area Calculations
SAIDA ratio
5.45
(unittess)
Surface area at the bottom of shelf
18,595.00
ft2
Volume at the bottom of shelf
10,421.00
If;
Permanent pool, surface area required
21,505.00
tt
Permanent pool, surface area provided
23,090.00
OK
Permanent pool volume
91,904.00
{�
Average depth for SAIDA tables
3.98
It
OK
Surface area at the top of shelf
27,648.00
e
Volume at the lop of shelf
12,685.00
to
Forebay volume
17,138.00
ft'
Forebay %of permanent pool volume
18.65
%
OK
Temporary pool, surface area provided
42,265.00
{tz
Drawdown Calculations
Treatment volume drawdown time
2.69
days
OK
Treatment volume discharge rate
0.09
ft'Is
Pre -development 1-yr, 24-hr discharge
4.51
ft'Is
OK
Post -development l-yr, 24-hr discharge
0.17
ft'Is
OK
Additional Information
Diameter of orifice
2.5
in
Design TSS removal
90
%
Basin side slopes
3.00
:1
OK
Vegetated shelf slope
10.00
:1
OK
Vegetated shelf width
10.00
ft
OK
Length of flowpath to width ratio
3.00
:1
OK
Length to width ratio
3.50
:1
OK
Trash rack for overflow 8 odfce?
Y
(Y or N)
OK
Freeboard provided
1.00
ft
OK
Vegetated filter provided?
Y
(Y or N)
OK
Recorded drainage easement provided?
Y
(Y or N)
OK
Capures all runoff at ultimate build -out?
Y
(Y or N)
OK
Drain mechanism for maintenance or emergencies
TO BE PUMPED
Form S W401-Wet Detention Basin-Rev.4 Parts I. a II. Design Summary, Pape 2 of 2

Permit No.
(robe provided by Dwly
111: f REQUIRED,ITEMSCHECKLIST
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will result in a
request for additional information. This will delay final review and approval of the project Initial in the space provided to indicate the following
design requirements have been met If the applicant has designated an agent, the agent may initial below. If a requirement has not been met, attach
justification.
Pagel Plan
,taiti,�(s Sheet No.
�"� 182 1. Plans (1' • 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (d applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Basin dimensions,
- Pretreatment system,
- High flow bypass system,
- Maintenance access,
- Proposed drainage easement and public right of way (ROW),
-Overflow device, and
- Boundaries of drainage easement
2 2. Partial plan (1' = 30' or larger) and details for the wet detention basin showing:
• Outlet structure with trash rack or similar,
- Maintenance access,
- Permanent pool dimensions,
- Forebay and main pond with hardened emergency spilbeay,
- Basin cross-section,
-Vegetation specification for planting shelf, and
- Fitter strip.
2 3. Section view of the dry detention basin (1' = 20' or larger) showing:
- Side slopes, 3:1 or lower,
- Pretreatment and treatment areas, and
- Inlet and outlet structures.
3 4. If the basin is used for sediment and erosion control during construction, clean out of the basin is specked on the
Plans prior to use as a wet detention basin.
2 5. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for forebay, to verity
� ^ volume provided.
3 6. A construction sequence that shows how the wet detention basin will be protected from sediment until the entire
drainage area is stabilized. .
7. The supporting calculations.
8. A copy of the signed and notarized operation and maintenance (0&M) agreement
9. A copy of the deed restrictions (if required).
!,.4v 10. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. Counly soil maps
are not an acceptable source of soils information.
Form Sw401-Wet Detention Basin-RwA Part III. Required Items Checklist, Page 1 of 1

Permit Numtxttr.
(to be prot`Iited't, 0111,Q)
Drnhinge Area NNita cr.
Wet Detention Basin Operation and Maintenance Agreement
I will keep a nLiintettance record on this 13aMR This maintenance record will be kept in a
log in a known set location. Any deficient WNW element-rn ted in the inspection will be
corrected, repaired or replaced immediately. These dt:ficiemies can affect the integrity
of structures, safety of the public, and the removal efficiency of the t IMP.
The wet detention basin system is defined as the wet detention tkasin,
pretreatment including forebays and the vegetated filter if one is provided. .
This system (Check otlr): JUL � 7 2008
i�/,I does ❑ does tot incorporate a vegetated filter at the outlet.
This system (chrrk orte):
does X does not.
incorporate pretreatment other than a forebay.
Important maintenance procedures:
- Immediately of ter the wet detention basin is established, the plants on the
vegetated shelf and perimeicr of the basin should be watered twice weekly if
needed, until the plants K± coome established (commonly sit weeks).
- No portion of the wet ide *, tition pond should be fertilizo! after the first initial
fertilization that is retluired to u-itublish the plants on the vegulatett shelf.
- Stable groundcover should he maintained in the drainage area to reduce the
sediment toad to the wet detention basin.
- If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
11taxitlivol extent prac:tioal.
Once a year, a dart safety cx,pert should inspect the embankment.
After the wet detention pond is estnblishLd, it should be inspected once a month and
within 24 hours after every storin event greater than 1.0 inches (or 1S inches if in a
Coastal C'ounty). Records of ajNxation and maintenance should be kept in a known set
Wadaon and roust be availahl! upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
Olvill element:_
The entire fi:411' T
t poterstaaL rrobie:l �._ �a� „�
�1 rash ,iebris is . remanl.
Note I will n nMiate the probleriv. l
Remove lhtt trash/debris.
'nut perimeter of the wet
Areas of bare soil anti jor
Regrade the soil if nec�.scary to
detention basin
erosive gullies have formed,
remove the gully, and then plant a
glouruf cotter and hater until it is
established. Provide linte and ii
vegi Sg7tictn is too short or too
Lon
one: ST-C+f--rii1irVr APPiiCafiOn.
Maintain megetntion at a height of
appfoximatelX six in6e-,
form SW401-Wcr Detention Nuin O&M-Rev.3 Page I of 4

__,c
I+r
�/V V Q4+C-IT- BLt
3 %�- 224 - oz-cz- � A-,&410

Permit Ntanbprtt
(to be pro hied 41,3' D 110
Dralnaga Area Xtnnber:_ �
PIN, P Cletnenl:
Potential problem:
Noun i will remediate the problem:
'rho inlet tim ice; pipe or
Swale
The pine is clogrv4,
t Uorlug the pore Dispose of the
sediment ufi-site
The pipe is cra<ked <!r
Replace the pipe
othcm%w (lama
EM'lion is clatrrring in the
Regmde thest.ale if necessary to
swnle,
Smooth It over and provide etosion i
control devicessuch as reinforced
turf matting or riprap to avoid
fuhrra robttrtrs with erasion.
1 #re fnrnt+ay+
5r dlmerat has accu nuthrted to
Search for the sourta of the-
he
n
n depth greater than the
sedimenttand remedy tire problem if
on ;hurl design depth for
#
possible. Rernove the sediment and
sediment storavo
dispose of it in a location where it
p will not cause imparts to streams or
i the BlvI'.
Erosion has occurred.
Provide additiotuil erosion
protection such as tehi forced turf
matting or riprap if tweded a)
revert futttre erosion Problerns, f
Remove the woods, preferably by
tifa,r:ds are psest" at:
hand. If pesticide is used, wipe, it on
#its akmis retiree than s ratLng�^
t The vegetated shelf
'hest pmiesslonal practices
_Prune accolding to bestprofrssiOna!
shDt:` that pruning iS "needed
praCtite'a
to maintain optinaral plant
health.
Punts are dead, t;ea1sm1 or
Deternune tilesource -of
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
raplaceplants. i'rtavlrlcarorn?time
fertilizer application to Mmmish the
ground cover if a snit test indicates
It is necessarv.
Weeds are pre-cntr
remove "weeds, preferably by
hand, If pesticide is users. wipe it on
the plants, rather than sgravfnY.
The main treatment area
� Sklliment Ira$ accumulated to
S Arcii for the sour a of the
a depth greater than the
sediment arul remedy the: problem if
Original desigrrseclinrent
possible- Remove the sediment and
storage depth,
dispose of it in a lDration wfacre it
Will not cause impacts to streams or
the hill P.
Algal growth covers over
Coe 711 a professional to remove
50% of the area.
and control tho algill growth.
Cattails, phragmftes or other
Remove the plants by wiping there
invasive plants cover 50% of
with pesticide (do not spray).
___..
I the h sin Surface
--
reran SW401-Wet Detention Basin 04 M-Re%%' Page 2 of"

Pcrttt%t l amtrr
{�o h: loan-tded by DIVQ)
Drainage Area Vambrr
fh'47I' element:
Potential problem:
How I will remediate the roblem
The embankment
Shrubs have started to grow
Removeshntbs imnutdiat¢tly.
on the enUankruent.
E;vidonce of muskrat or
Use traps to remove muskrats and
beaver activity L. present,
consult a professional to'remove
heavers.
A tree haft ,tarted to grow on
Consult a dam sufety specialist to
they einban3, mend.
remove the uee.
An annual inspection by an
Make all nutated repalrs.
appropriate Istxrfesslanal
sltow!> thatthe embankment
needs repair.
Tire out device.
Clogging has omurred.
Clean mtthe ouIlei device. Mspase
of the sedimentot%stte_
The nutlet device ii damaeci
Re a4r or telaco the outlet dinjce,
_
The receiving water
Fxosion or other signs of
Contact the local INC Di"isian of
damage have occurred at the
Water Quality Regional Offue, or
tmtlet.
the 01OversightUnitut4l�it3
1786.
The measuring device: used to determine the soEment elevation shall be such
that it will give an accun,te depth reading and not readily penetrate into
accu.niuloted sediments.
When the permanent pool depth reacts, `/ fart in the main psand, the
sedirnentshalt be removed.
When the permanent pool depth reads - .L_ .- feet in the forebav, the sediment
shall be removed.
Sediment PXMDV41
Bottom
BASIN DIACRANI
tall in tho blanks)
1'eztn arat ewl glevtttion
[at tam 1,01
\,wUInc Scditncm Removal Ele�ation _.
4 �r Rhin. -------------------------------
-_"=----------
Sedio t tioturna Elevation
Storage
FORPHA1` MAIN POND
Farm SWI401-Wet Dcunnion Basin t3&hl-Rev.3 gage 3 of 4

Permit Munher _
�(ta be,F»vidiv1hy n 1 j Q)
I acknowledge and agree by my signature below that i am responsible for the
pertbrtmutc: of the nuuntcnancc procedures listed above, t agree to notify DNV Q of any
problems with the system or prior to any changes to the system or responsible part•.
Project G(Z
U,1fP drainage ureu ntuttber:
Print
L-u M 8e2 EIaC'.v roN
Address:
uatc;d-
Now: 'rho frg l!} rzsturrasiblc pony shrrutd not bra humeawalt1 rssociirtitaa untrue mere thanmaztf
the tons, kivcb,evi woW and zt resident of she subdivision has been nzmtrd the presittent_
I, _� ���/l�.�e ry,t (� . a Notary Public for the State of
0M) J✓CaUntr of, Y�( �111.� (to hereby certify that
N, personally appeared belore me this
day of �,{ (�y d� , and acknowledge the due, execution of the
ftrrgtsing, tvet detention basin maintenance rquirernents, Witness my hand and official
seat. I0/k l0
`,,%urtuti.
`�`•C P'F1A•L• S�'�i
NOTARY ILENAGY
HUBLIC
STATE OF OHO
::.0 Recorded in
9r ... Summit County
e F o �. My Comm! Exp. 1177112
SEAL
Nir commission expires_ �_��( ' 1)10
Form SW401-Wet Detention Bash O&M-Rcs,3 Fags 4 of

t
l
d

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IV.
VI.
246, SSo t,5
c6r,e r+ Z
STORMWATER SUBMITTAL REQUIREMENTS
WET DETENTION POND
Objective
A. Collect all runoff from all BUA (proposed and/or existing and/or offsite) as the case may be,
by any means including piping or swales, and direct it to the pond.
B. Check the proposed pond design to make sure it meets or exceeds the minimum design
criteria for surface area, volume and drawdown.
What makes up a complete wet detention pond application package?
A.7 Two sets of sealed, signed & dated layout & grading plans with appropriate details.
(Additional sets of plans may be requested for projects in certain counties)
B. Completed application with supplement(s), SWU-101, SW401-Wet Pond, and inspection and
Jmaintenance agreements.
C. /Deed restriction document, if applicable (for subdivisions & projects with out parcels)
D. V/Sealed, signed & dated calculations.
E. Y Estimated seasonal high water table elevation at all pond locations.
F. ^l AChlorides test results must be provided if the project is within '% mile of SR waters (Phase 11).
III (This is only required to test out of SR water treatment requirements)
BIMS entry (for DWQ use only)
Enter & track application acknowledged date, review date, add info requested/received dates, permit
issue dates, and drainage area info. Best done after the add info letter is written and before sending
permit up for signature.
Shell documents (for DWQ use only)
Permit shells: s:\wqs\stormwater\shells\highcom pond
s:\wqs\stormwater\shells\highsubpond
s:\wqs\stormwater\shells\HDhybrid
Spreadsheet: s:\wqs\stormwater\excel spreadsheets\pond
Review Procedure
A. APPLICATION
1. V An original signature is required. Photocopied signatures cannot be accepted.
2. ✓A completed wet detention pond supplement and a signed, dated and notarized wet
detention pond Inspection and Maintenance Agreement with an original signature.
3. The numbers on the supplement match up to the numbers used in the calculations and
shown on the plan details.
�— 4. Built -upon areas are reported in square feet in Section 111.6.
a, 5. Receiving stream name and classification. This is important because in the non -Phase
II counties, a wet pond cannot be used on a project that is within'/2 mile of and draining
' /to SA waters. For Phase II, a wet pond is allowed within Y2 mile of SA waters.
y 6. Section 111.6 is filled in -cannot be left blank. One column must be filled in for each
proposed wet pond.
7. ('If the applicant is a corporation, partnership or LLC, look it up on the Secretary of State
Corporations Database. Make sure corporation is spelled correctly (capitalization and
punctuation matter) and that the person signing the application is at least a vice-
president in the corporation, a General Partner in the partnership, a member in a
member -managed LLC, or the manager of a manager -managed LLC. Need
documentation to support if the Articles of Incorporation do not list the members or
managers of the LLC. If an agent signs, then a letter of authorization is needed from the
president, vice president, general partner, member or manager.
S. VFor subdivided projects, a signed and notarized deed restriction statement must be
provided.

ft
0
Wet Detention Pond, cont.
B. CALCULATIONS
1. /The orifice is sized based on drawing down the calculated minimum volume in 2-5
days. The average head to use in the orifice equation is approximately one-third of
the distance between the permanent pool elevation (PPE) and the elevation of the
next available outlet above the permanent pool. The elevation of the next available
outlet must be either the elevation where the minimum volume is provided, or it can
be higher. The temporary pool elevation (TPE) to report on the supplement will be
the elevation of the next available outlet above the PPE. The temporary pool volume
(TPV) to report on the supplement is the volume between the specified PPE and the
2. owTPE.
or Phase II projects that are within '/z mile of and draining to SR waters, the
difference in runoff from the predevelopment and post -development conditions for
3.0/4the 1 year 24 hour storm must be controlled and treated.
For Phase II projects, the discharge rate leaving the pond can be no more than the
re -development discharge rate for the 1 year 24 hour storm.
4.� ,or Phase II projects draining to SA water, no discharge to surface waters may occur
f om wet ponds. The discharge leaving the orifice must be effectively infiltrated prior to
eaching surface waters.
5. The average pond depth is the permanent pool volume divided by the permanent pool
rface area. The result must be between 3 ft. and 7.5 ft. Parts of the pond can be
deeper than 7.5 ft., but in no case can any part of the pond be less than 3 ft deep.
6 If�the 85% TSS chart is used a 30' vegetated filter must be provided at the outlet of the
pond. If the 90% TSS chart is used, no filter is required.
7. Use the correct SA/DA TSS chart from the BMP Manual noting that there are different
✓charts for different areas of the State.
8. /Required surface area at permanent pool.
9. Provided surface area at permanent pool (Based on pond dimensions)
10. Required volume calculation based on 1.5" storm for Phase II projects* and 1" storm for
all others projects. *unless the project is Phase II and within ''/z mile of and draining to
SR waters then the volume calculation must be based on difference between the pre
and post development conditions for the 1-yr 24-hr storm.
11. Table of elevations, areas, incremental volumes and accumulated volumes for overall
pond and for forebay, to verify volumes provided.
12.VForebay designed to hold 20% of the permanent pool volume. (Range of 18%-22%
OK.)
J1 P Non -erosive flow for 10 yr. storm in the vegetated filter, if using 85% TSS.
14. The seasonal high water table must be at or below the proposed permanent pool
elevation to assure that the necessary volume will be available above the permanent
pool.
15. Rounding numbers off during the calculation process can result in deficiencies. Do not
Vround the numbers until you get to the final result.
16. An additional one foot must be excavated below the bottom elevation of the pond. The 1
foot sediment accumulation depth is not included in the average depth calculation.
-X sk'w 246,496 '4 er'l ;1y.

'r
Wet Detention Pond, cont.
C. PLANS- Due to storage space constraints, plan sheets should be kept to a minimum. For
small commercial single wet pond projects, the plan set could consist of only 2 or 3 sheets,
layout,, grading and details. For larger projects, show as much information as possible on as
few sheets as possible, without cluttering them up.
1. ✓/Development/Project Name
2. v Engineer name and firm.
3. Legend
4. ✓North Arrow
5. ✓Location Map with nearest intersection of two major roads shown. Major road is any 1,
6. ✓2, or 3 digit NC, US or interstate highway.
Scale- standard engineering scale, no off-the-wall stuff.
7. 'Date
8. j/Revision number and date, if applicable.
9. VOriginal contours, proposed contours, spot elevations, finished floor elevations, pipe
nverts, swale inverts, etc.
10.1/Existing drainage (piping, swales, ditches, ponds, etc.), including off -site. Include a map
delineating the offsite drainage areas.
11.✓Property/Project boundary lines, bearing & distances.
120JIP lean High Water Line or Normal High Water Line, if applicable.
13.VThe permanent pool elevation must be above the SHWT and above the lowest
elevation of adjacent wetlands. Evaluate the need for a liner and/or berm/slurry wall to
prevent dewatering the wetland.
14.�Drainage easement widths, pipe sizes and swale inverts are provided.
15. /Wetlands delineated, or a note on the plans that none exist. Get a copy of the wetlands
delineation map signed by the Corps of Engineers, or have the applicant include a copy
of the unsigned delineation map submitted to the Corps. Wet ponds may not be located
ih wetlands unless a permit to fill those wetlands has been obtained.
16�Details for the roads, parking, cul-de-sacs, including sidewalk width, radii, dimensions &
slopes.
17 Y//'Apartment / Condo development- Provide a typical building footprint with dimensions
and note all concrete and wood deck areas.
18. /The drainage area for each wet pond is clearly delineated and numbered to match up to
the calculations and supplement. Drainage area delineation is best done as a separate
plan sheet.
191✓A pond section detail to include the forebay, a 10 foot wide vegetated shelf, pertinent
elevations for the bottom, permanent pool, temporary pool, and SHWT, 3:1 slopes
above the permanent pool, and the weir elevation between the main pond and the
forebay.
20.✓T.he 10 vegetated shelf extends 6" below and 6" above the permanent pool elevation.
21.KAn outlet structure detail showing a trash rack with <_6" square openings, the necessary
orifice invert elevation (i.e., the permanent pool), orifice size and temporary pool
elevation.
22 VDimensions for each line and arc formed by the permanent pool contour.
23�A-Where the 85% TSS chart was used, a 30 ft. vegetated filter strip is required to be
shown on the plans & detailed (elevations, inverts, slopes, and flow spreader
mechanism). Please note that the filter strip is not a ditch.
24.✓A forebay is provided for each inlet and located so as to prevent short-circuiting.
25 ✓The pond must have a minimum 1.5:1 length to width ratio and a minimum 3:1 flow path
length. Artificial "baffles" of timber, vinyl, or earth can be used to create a longer flow
path. The top elevation of the baffle should be set at the temporary pool elevation or
higher.
26.✓A Vegetation plan is specified for the pond, including slopes. Wetlands species are
listed for planting on the 10:1 shelf. Weeping Love Grass is not suitable as a permanent
vegetated cover for pond slopes.
27.✓All roof drainage must be directed to the pond. Show the roof drain collection lines on
the plan. This is necessary for projects where the buildings back up the property lines
1L where roof drainage may leave the site prior to going through the pond.
Imp _ ems, 2 �p4n�els ��. �e 1b 243,
at oVrielp /dC¢ rub( —one aJ el.
AWca
Toy-
� -

FINANCIAL RESPONSIBILITY/OWNERSHIP FORM
SEDIMENTATION POLLUTION CONTROL ACT
EXPRESS PERMITTING OPTION 08012007
No person may initiate any land -disturbing activity on one or more acres as covered by the Act before this
form and an acceptable erosion and sedimentation control plan have been completed and approved by the
Land Quality Section, N.C. Department of Environment and Natural Resources. (Please type or print and, if
the question is not applicable or the e-mail and/or fax information unavailable, place N/A in the blank.)
Part A.
1. Project Name Griggs Lumber Edenton Store
2. Location of land -disturbing activity: County Chowan City or Township Edenton
Highway/Street Whitemon Lane Latitude 36d 4' 45.6" N Longitude 76d 36' 35.53" W
3. Approximate date land -disturbing activity will commence: August 15. 2008
4. Purpose of development (residential, commercial, industrial, institutional, etc.): Commercial
5. Total acreage disturbed or uncovered (including off -site borrow and waste areas): 11.0
6. Amount of fee enclosed: $ 715.00. The Express Permitting application fee is a dual charge. The
normal fee of $65.00 per acre is assessed without a ceiling amount. In addition, the Express Permitting
supplement is $250.00 per acre up to eight acres, after which the Express Permitting supplemental fee
is a fixed $2,000.00 (Example: 9 acres total is $2,585). NOTE: Both fees are rounded up to the next
whole acre and need to be paid by separate checks to NCDENR.
7. Has an erosion and sediment control plan been filed? Yes No Enclosed X
8. Person to contact should erosion and sediment control issues arise during land -disturbing activity:
Name E-mail Address aavanesvan(a)carteriumber.com
Telephone [phone] ext 495 Cell # 330-221-0252 Fax # [phone]
9. Landowner(s) of Record (attach accompanied page to list additional owners):
Carter Lumber Partnership of Indiana 330-673-6100 888-761-8313
Name Telephone Fax Number
Current Mailing Address
601 Tallmadge Rd
Current Street Address
Kent, OH 44240
City State Zip City State
10. Deed Book No 375 Page No. 750 Provide a copy of the most current deed.
Part B.
1. Person(s) or firm(s) who are financially responsible for the land -disturbing activity (Provide a
comprehensive list of all responsible parties on an attached sheet):
Carter Lumber Partnership of Indiana
Name
601 Tallmadge Rd
Current Mailing Address
Kent, OH 44240
City State
Zip
E-mail Address
Current Street Address
Zip City State
Zip

i
Telephone [phone] Fax Number 888-761-8313
2. (a) If the Financially Responsible Parry is not a resident of North Carolina, give name and street address
of the designated North Carolina Agent:
Marvin Sackett
Name of Registered Agent
122 Redwick Lane
Current Mailing Address
Mooresville, NC 28115-6660
City State
Telephone [phone]
E-mail Address
Current Street Address
Zip City State Zip
Fax Number 704-664-2211
(b) If the Financially Responsible Party is a Partnership or other person engaging in business under an
assumed name, attach a copy of the Certificate of Assumed Name. If the Financially Responsible
Party is a Corporation, give name and street address of the Registered Agent:
Name of Registered Agent
Current Mailing Address
City
State Zip
E-mail Address
Current Street Address
City State Zip
Fax Number
(c) In order to facilitate Express Permitting, it is necessary to be able to contact the Engineer or other
consultant who can assist in providing any necessary information regarding the plan and its preparation:
CE Solutions lfarris anroadrunner.com
Engineering Firm or other consultant E-mail Address
Robert T.Farris 252-264-3222 252-264-3022
Individual contact person (type or print) Telephone Fax Number
The above information is true and correct to the best of my knowledge and belief and was provided by me
under oath (This form must be signed by the Financially Responsible Person if an individual or his attomey-in-
fact, or if not an individual, by an officer, director, partner, or registered agent with the authority to execute
instruments for the Financi y Responsible Person). I agree to provide corrected information should there be
any change in the informogh provided herein.
Charles R. Pric / Vice President
Type or print Title or Authorii n
Signatur Date
a Notary Public of the County off/{�G-E
State of North Carolina, hereby certify that (t,{iARLGS f?. �L1✓ appeared personally
before me this day and being duly sworn acknowledged that the above form was executed by him.
Witness my hand and notarial seal, this qfb day of 0-ULY 20OR
Nota
Seal /1
HEATHER ISALY, Notary commission expires �Ec . of aaa
Residence - Portage County
Slate Wide Jurisdiction, Ohio
My Commission Expires Dec. 13, 2011

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