SW7110609_HISTORICAL FILE_20190131

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW �IIOCQ�g
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
i HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

N
ASTERN
CAROLINA
ENGINEERING, P.C.
January 23, 2019
Mr. Samir Dumpor
Dept. of Environmental Quality
Division of Energy, Mineral and Land Resources
943 Washington Square Mall 9
Washington, NC 27889
Subject: Stormwater Management Plan for
Roadway Extension for Camden Commerce Park
ECE Project #180095
Dear Mr. Dumpor:
Enclosed for your review and approval, please find the following items
Two (2) copies of Sheets C001-0003, C300-C302 and C900-C902 of the plans for the
above referenced project.
2. Two (2) copies of Sheets C303-C304 and C903-C904 from the site plans for WAO
Garage. Development of this adjacent parcel, owned by Coastal Custom Homes, will
track along with the roadway extension project.
3. The original and one (1) copy of the executed Stormwater Permit Application with the
High Density Supplement form.
4. An original signed permission letter from the adjacent land owner, Coastal Custom
Homes LLC, granting permission for land disturbance activities on their property along
with a copy of the deed for the property.
One copy of the current boundary survey for both properties.
Two (2) copies of the project narrative and appendix containing: Stormwater and Erosion
Control Calculations; soil data from the USDA Web Soil Survey website; a portion of the
USGS quad map showing project location; FEMA FIRMette; precipitation data; the
current deed; and the originally issued stormwater permit for the property.
A check in the amount of $505.00 for the required fee.
If you have any questions, please do not hesitate to contact me at [phone].
Sincerely,
Sean C. e E
cc: file, Camden County
Eastern Carolina Engineering, PC
P. 0. Box 128 Camden, North Carolina 27921
[phone] License C-4162
w .easterncarolinaengineering.com

January I t () , 2019
To Whom It May Concern:
As the current owner, Coastal Custom Homes, LLC, of the parcel identified by Camden
County as 017072005007280000, 1 hereby grant permission to Camden County, to
apply for and perform land disturbing activities on my property as necessary to provide
utility service, excavate a new stormwater forebay and drainage ditches, and install
erosion control devices as necessary for the roadway extension of Opportunity Drive.
Sincerely,
RECEIVE fAN q 12619
Owner's signature
Randall S. Finck, Registered Agent
Printed Name
(NOTARY) I, 11l( e, Fay i-7,o he q , as a notary public
certify under the pains and penalties of perjury t at I witnessed the
signature of Ptlh6(a11 5 • J:�nc 3nd the individual's identity was
verified, on this date Ta nu ar�4 I (, 20-T. My
commission expires on I of !a)
0oaaes�yo
,r •: �G'C A R Y •':mR`�
a
U•. pUBL
/ice 9iJ7 ..........
ii�� //OFN I Cw\\\\

II IIIIIIIIIUIIIIIIIIIIIIIII0
Doc No: 205647
Recorded: 08/0812018 03:56:28 PM
Fee Amt: $26.00 Page 1 of 2
Excise Tax: $0.00
Camden County North Carolina
Tammie Krauss, Register of Deeds
BK 368 PG 706 - 707 (2)
RECEIVED j41v 3 129X9
NORTH CAROLINA GENERAL WARRANTY DEED
Excise Tax:
Parcel Identifier No. 01-7072-00- 0- 228-000 Veri ted y (2dolAerl Counryon the g day of_AtLsqu'o 201?
By: a')d-19 old UA,4 ao�tal eo in
n, Pt Q xc a,OA� u��! =b'
Mail/Box to: JOHNS MORRISON TWIFORD LAW FIRM PO BOX 669 MOYOCK NC 27958
This instrument was prepared by: JOHN S. MORRISON, TWI FORD LAW FIRM, PO BOX 669, MOYOCK, NC 27958
Brief description for the Index: LOT I. CAMDEN COMMERCE PARK
THIS DEED made this o`er f `N day of JULY, 2018, by and between
GRANTOR
CAMDEN COUNTY, A BODY POLITIC AND
POLITICAL SUBDIVISION OF THE STATE OF
NORTH CAROLINA
LWAMALMI
COASTAL CUSTOM HOMES, LLC
A VIRGINIA LIMITED LIABILITY COMPANY
PO Box 16215
Chesapeake, VA 23328
Enter in appropriate block for each Grantor and Grantee: name, mailing address, and, if appropriate, character of entity, e.g.
corporation or partnership.
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns, and shall include
singular, plural, masculine, feminine or neuter as required by context.
W ITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt ofwhich is hereby acknowledged, has and
by these presents does grant, bargain, sell and convey unto the Grantee in fee simple, all that certain lot or parcel of land situated in
SOUTH MILLS Township, CAMDEN County, North Carolina and more particularly described as follows:
That Certain tract or parcel of land situate in South Mills Township which is more particularly described as Lot one
consisting of 6.11 acres by actual survey on the plat of E.T. Hyman Surveying, P.C. under date of May 7, 2018, which plat
is duly of record in Plat Cabinet 8, page 126 of the Public Registry of Camden County. There is also conveyed a non-
exclusive casement for ingress and egress over Opportunity Drive as the same is delineated on the aforementioned Plat,
which easement shall exist until such time as the North Carolina Department of Transportation accepts maintenance of
Opportunity Drive.
All or a portion of the property herein conveyed _ includes or _X_ does not include the primary residence of a Grantor.
A map showing the above described property is recorded in Plat Cabinet 8, Page 126.
NC Bar Association Form No. 3 Q 1976, Revised 0 1/1/2010
Printed by Agreement with the NC Bar Association

This instrument was prepared by John S. Morrison, a licensed North Carolina attorney. Delinquent taxes, if any, to be paid by the
closing attorney to the county tax collector upon disbursement of closing proceeds.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to the Grantee in
fee simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple, has the right to convey the same in fee
simple, that title is marketable and free and clear of all encumbrances, and that Grantor will warrant and defend the title against the
lawful claims of all persons whomsoever, other than the following exceptions:
Noncompliance with any local, county, state or federal government laws, ordinances, or regulations relative to zoning, subdivision,
occupancy, use, construction or the development of the subject property.
Easements and Restrictions of Record and 2019 Ad Valorem Taxes
Subject to Restrictive Covenants of Record
IN WITNESS WHEREOF, the Grantor has duly executed the foregoing as of the day and year first above written.
CAMDEN NTY �
By.
it .Whit
Vice Chairman of the Board of Commissioners of Camden County
STATE OF NORTH CAROLINA
COUNTY OF CURRITUCK
Ott. Q, the undersigned Notary Public of the County of C0..rrAen and State
aforesaid, certify that George T. White personally came before me this day and acknowledged that he is the Vice Chairman of the
Board of Commissioners for Camden County, a body politic and political subdivision of the State of North Carolina, and that by
authority duly given and as the act of such entity, he signed the foregoing instrument in its name on its behalf as its act and deed.
Witness my hand and Notarial stamp or seal, this '03r` day of July, 2018.
OFFICIAL SEAL
My Commission Ek ` i z�' Notary Public. North Carolina .
(Affix Sea]) County STEPHANIIoB. JJmdKS N en t
'4v Cnmm!sslnn Expires } Z�
NC Bar Association Form No. 3 © 1976. Revised © 1/12010
Printed by Agreement with the NC Bar Association

/% 7
I-17 -� 1 _ -VS 1-7
l- _111:.. f -- i3v.a
i I
I
5.4ss swims.
�/l..B�B�.Q l �f g _ •�
3. c
-71
i
/p, 7�-j;itr S,IC'
�< p�.I
i���y�--'—��� �. _ e���_I_ ; I a✓Z #_ -I �I-,�esf�„= py
C"
-- / - I �',a�-I�IS• i¢�__j___I_� �! i iT� oP.,, Wiz. �P, 3''ei i-� %S': S"e/Av. � I --
I
alL 1 � 6dv�y,�%�J�7 �/' G/��. I _/�f�U. _'L✓� (a' �r��i Ori�«i
I I '
e wc! P¢' �o�/� /vv /3—s fib f' 8
0 7-1
lbA
I
_ I• � _ � �_ I.rw � fir- %'u..... I S�' �i+o��l/�I<�o__,s i�, P/
i
' I�I/tie��_a¢`i''� � I •I ¢ (
-

'
/
w-
I
-' T
1
n
- f'i•o4i
/
G�u:L
I
� �_ �-�.,
f
C�'EV���jte��_ 2lX N. i �� � �
_ _ _ _ .
--
-
-- - 1
• 1��-Po�.�.
33s
i9t9
_ I
— I---i��
1:�
I
T- I
1
44
1
T
T
I�;-
--t-
-
�
�
,
1. --i=•
1.
I .;-,-;--� - -
I I
-.-
r.
-�..—r
.--1_-L—_t--__
i

QI
NCDENR
North Carolina Department of Environment and
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
December 13, 2011
County of Camden
Attn: Mr. William Cowan
PO Box 190
Camden, NC 27921
Natural Resources
pled
�,s-ly
W'C)�('
Dee Freeman
Secretary
Subject: Stormwater Permit No.SW7110609
Eco-Industrial Park
High Density Stormwater Project
Camden County
Dear Mr. Cowan:
The Washington Regional Office received your completed application for a
Stormwater Management Permit on October 14, 2011. Staff review of the plans
and specifications has determined that the subject project Will comply with the
Stormwater Regulations set forth. in Title 15A NCAC 2H.1000. We are
forwarding Permit No. SW7110609 dated December 13, 2011 for the subject
project.
This permit shall be effective from the date of issuance until December 13, 2021,
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 and in the submitted application. 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,
P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands are made
this permit shall be final and binding.
North Carolina Division of Water Quality Internet: wwwncwaterqualirv.ore
943 Washington Square Mall Phone: [phone]
Washington, NC 27889 FAX [phone]
An Equal Opportunity/Affirmative Action Employer — 50% Recycled110% Post Consumer Paper
NorthCarolina
Naturally

Page 2 of 9
County of Camden
December 13, 2011
Page Two
If you have any questions, or need additional information concerning this matter,
please contact either Bill Moore, or me at [phone].
Sinc r y,
AI Hod
Regional Supervisor
Surface Water Protection Section
cc: McGill Associates, PA
Camden County Planning/Inspections
,/Washington Regional Office

Page 3 of 9
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
County of Camden
Eco-Industrial Park
Camden County
FOR THE
construction, operation and maintenance of a constructed wetland system 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 for
the Eco-Industrial Park located near South Mills, NC.
This permit shall be effective from the date of issuance until December 13, 2021
and shall be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of
stormwater described in the application and other supporting data.
2. This stormwater system has been approved for the management of
stormwater runoff as described in Section 1.5 on page 4 of this permit.
3. 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 and permit.
4. The tract will be limited to the amount of built -upon area indicated on page
4 of this permit, and per approved plans. The runoff from all built -upon
area within the permitted drainage areas of this project must be directed
into the permitted stormwater control system.

Page 4 of 9
The following design criteria have been provided for the constructed
wetland systems and must be maintained at design condition:
a. Total Site Area: 98.52 acres
b. Allowable Built -upon Areas per Drainage Basin
DB 1
5.23 acres
DB 2
4.68 acres
DB 3
3.26 acres
DB 4
3.47 acres
C. Required Surface Areas per Drainage Basin
DB 1 28,505 sf
DB 2 50,965 sf
DB 3 35,529 sf
DB4 37,761 sf
d. Required Storage Volumes per Drainage Basin
DB 1 28,505 cf
DB 2 50,965 cf
DB 3 35,529 cf
DB4 37,761 cf
e. Temporary Storage Elevation:
for each System
f. Design Storm: 1.5-inch
j. Receiving Stream:
k. Classification of Water Body:
II. SCHEDULE OF COMPLIANCE
14.50 ft
UT -Dismal Swamp Canal
C - SW
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.
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 Plans
must be followed in its entirety and maintenance must occur at the
scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.

Page 5 of 9
f. Debris removal and unclogging of bypass structure, filter media,
flow spreader, catch basins, piping and vegetated filter.
g. A clear access path to the bypass structure must be available at all
times.
4. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ. The records will indicate the
date, activity, name of person performing the work and what actions were
taken.
5. The facilities shall be constructed as shown on the approved plans. This
permit shall become voidable unless the facilities are constructed in
accordance with the conditions of this permit, the approved plans and
specifications, and other supporting data.
6. Upon completion of construction, prior to issuance of a Certificate of
Occupancy, and prior to operation of this permitted facility, a certification
must be received from an appropriate designer for the system installed
certifying that the permitted facility has been installed in accordance with
this permit, the approved plans and specifications, and other supporting
documentation. Any deviations from the approved plans and
specifications must be noted on the Certification. A modification may be
required for those deviations.
7. If the stormwater system was used as an Erosion Control device, it must
be restored to design condition prior to operation as a stormwater
treatment device, and prior to occupancy of the facility.
8. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
9. The permittee shall submit to the Director and shall have received
approval for revised plans, specifications, and calculations prior to
construction, for any modification to the approved plans, including, but not
limited to, those listed below:
a. Any revision to any item shown on the approved plans, including
the stormwater management measures, built -upon area, details,
etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or
to the drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the
project area. The project area is defined as all property owned by
the permittee, for which Sedimentation and Erosion Control Plan
approval or a CAMA Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on
the approved plan.
10. The permittee shall submit final site layout and grading plans for any
permitted future areas shown on the approved plans, prior to construction.

Page 6 of 9
11. A copy of the approved plans and specifications shall be maintained on
file by the Permittee at all times.
12. The Director may notify the permittee when the permitted site does not
meet one or more of the minimum requirements of the permit. Within the
time frame specified in the notice, the permittee shall submit a written time
schedule to the Director for modifying the site to meet minimum
requirements. The permittee shall provide copies of revised plans and
certification in writing to the Director that the changes have been made.
13. This permit shall be effective from the date of issuance until December 13,
2021. 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.
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.

Page 7 of 9
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. A copy of the approved
plans and specifications shall be maintained on file by the Permittee for
the life of the project.
9. The permittee shall notify the Division of any name, ownership or mailing
address changes within 30 days.
Permit issued this the 13th day of December, 2011.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Tor uoieen m. awuns, uirecror
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW7110609

Page 8 of 9
Stormwater Permit No. SW7110609
(4) Constructed Wetland Systems
Eco-Industrial Park
Camden 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.
Note: The checklist on the following page must be included with this
Certification. Any changes or deviations from the approved plans and
specifications must be explained in detail, and may require a permit modification.
The certification forms should be submitted to the Division of Water Quality at the
appropriate Regional office.
SEAL
Signature
Registration Number
Date

Page 9 of 9
Comvlete this checklist for each system and include with
Certi ication:
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 bypass structure elevations are per the approved plan.
6. The bypass structure is located per the approved plans.
7. A 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 hot cause
short-circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. All required design depths are provided.
13. All required parts of the system are provided.
14. The required system dimensions are provided per the approved
plans.

JMcGM
A S S O C I A T E S
October 13, 2011
Mr. Bill Moore
NC DENR Division of Water Quality
Washington Regional Office
943 Washington Square Mall
Washington, NC 27889
Dear Mr. Hodge:
RECEIVED
OCT 14 2011
DWQ-WARD
RE: State Stormwater Permit Application Submittal
ECO- Industrial Park
Camden County, North Carolina
Please find enclosed three (3) sets of revised plans for the ECO — Industrial Park project.
If you have any comments or questions regarding the plans, details, or executed documents,
please do not hesitate to call me at [phone].
Sincerely,
McGILL ASSOCIATES, P.A.
CHRISTINE BROWN, CPSWQ, CPESC
Senior Engineering Technician
m
Enclosures
Cc: Mr. Bill Cowan, Camden County Manager
F:\10.0141 I \Design Phase\Correspondence\State SW Pet -in it_Sub in tal Letter _I30ctI Ldocx
E n g i n e e r i n g 9 P l a n n i n g 0 F i n a n c e
A1cCi11 Associates, P.A. • P.O. Bo_r 1136, Hickory. NC 2N603 • 1240 191h St. Lane NIP, Hickory, NC 28601
Ojjice: 828-328-2024 • Fax [phone]

--' 'IMcGill
A S S O C I A T E S
June 15, 2011
Mr. Al Hodge
NC DENR Division of Water Quality
Washington Regional Office
943 Washington Square Mall
Washington, NC 27889
Dear Mr. Hodge:
U7T FeP
JUN 17 2011
RE: State Stormwater Permit Application Submittal
ECO- Industrial Park
Camden County, North Carolina
Please find enclosed the completed Stormwater Management Permit Application and other
supplemental information for your review, pertaining to the aforementioned project.
The following items are enclosed:
➢ (1) One original and (1) copy of the Stormwater Permit Application signed and
executed.
➢ (1) Check #4849 for the amount of $505.00 for permit application processing.
➢ (1) One original and (1) copy of the High Density Commercial Subdivisions Deed
Restrictions & Protective Convenances.
➢ (4) Four original and (4) copies of the Operation and Maintenance Agreements (one for
each BMP).
➢ (2) Copies of the Deed Information.
➢ (2) Copies of the Stormwater Management Plan, includes the following items:
• Narrative
• Wetland supplements four (4) total, one for each BMP
• Calculations
• Maps
➢ (2) Sets of Plans
Engineering Planning Finance
McGill Aa.roeialer, P.A. • P.O. Bar 1136, Hickon% NC 28603 • 1240 191h A Lane NW, Hickory, NC 28601
Q/fice:828-328-2024 • Fax [phone]

If you have any comments or questions regarding the plans, details, or executed documents,
please do not hesitate to call me at [phone].
Sincerely,
McGILL ASSOCIATES, P.A.
CHRISTINE BROWN, CPSWQ, CPESC
Senior Engineering Technician
01:
Enclosures
Cc: Mr. Randell Woodruff, Camden County Manager
F:AI0.01411 \Design PhaseACorrespondenceAState SW Permit_Subminal L.ener_ISJunI I.docx

Moore, Bill SC•%7iio6o9
From: Johnson, Gregory [[e-mail]]
Sent: Tuesday, July 05, 2011 1:54 PM
To: Moore, Bill
Subject: FW: ION Industrial Park 15C v //
FYI
From: Johnson, Gregory
Sent:.T,uesday, July 05, 2011 1:53 PM � (. rtSa� n � %YiOhl � a�
[e-mail] Y� if
Subject: ION Industrial Park
Good Afternoon Dan
I talked to Bill Moore with DENR this afternoon and discussed my concern about maintaining a normal water surface for
the borrow pit. I went by the site and was impressed with the size of the borrow pit. It is huge. Common sense tells me
if we have little to worry about should we get the 100 year storm and 8 inches of rain. The borrow pit will rise a foot and
be ok. I do have some concern for the wetland plantings and talked to Bill. He said that he should be through his review
late this week or early next week. I ask that he and I talk before I send you my limited comments.
Greg
Greg Johnson, PE, LID NC, M ASCE
Patton Harris Rust & Associates
A Pennoni Company
410 North Center Drive
Suite 100, Chesapeake Building 9
Norfolk, VA 23502
Office 757-497-7472 x13
Fax [phone] Mobile [phone]
htto://v .Phra.com I oiohnson(a).oennoni.com
I
C'�:e'MJ'26t C'qC4ne , go

VICINITY MAP
NHS
BQ)ES
I.) CAMDEN CWXTY
PO BO% 190
CAMDEN, NC 22921
Px/ 0170210069119590000
2.) AREA BEFORE SUBpNSNM: MM AC
AREA AFTER SUSUM90N:
LOT 1 e.11 AC
RESIDUAL WIN AC
3.) PROPERTY ADDRESS' 2"0 17 US N. CAMDEN. NC 22921
/.) ZO1WG PUD
S) ALL DISTANCES SHOWN ARE GRIN DISTANCES
Gj AREA COMPUTED By USING COORDINATE METHOD.
].) ME PROPERTY IS LOCATED IN FLOOD ZONE -% AS SHOWN ON ROOD MAP
PANELS 931212060IX.0 AND 3221205200J GATT. OCTOBER S 2004.
B) ¢TBACNY WHIMM FRONT - 25'
BUIL"O FRONT - W9CE/REAR - 25'
9.) MERE SHALL BE A 10' ME EASEMENT FOR MUNWAY MAT RUNS ME
PERIMETER OF ME POND,
I HEREBY CERTIFY MAT I AN ME OWNER OF THE PROPERTY DESCRIBED HEREON,
MEN `=RTY IS LOCATED WINN ME AIBOINSION RELLLATON JURISDICTION OF
CAUDEN COUNTY, MAT I HEREBY FREELY ADOPT MS MT OF 91O9N9pN AND
DONATE M PUBLIC USE ALL AREAS SHOWN ON THIS PLAT AS SMELTS, ALLEM
WALKS PARM OPEN SPACE AND EASEMENTS. EXCEPT THOSE SPEOfMNLr
INCICATED AS PRIVATE AND MAT I MLL MNNTAIN ALL SUCH AREAS UNTIL ME OFFER
OF EDUCATION IS ACCEPTED BY ME APPROPRIATE AUTHORITY. ALL PROPERTY SHOWN
ON THIS PLAT AS DEDICATED FOR A PUBLIC USE SHALL BE DEEMED TO BE
DEDICATED FOR ANY OTHER PUBLIC USE AUTHORIZED BY LAW MEN SUCH USE M
APPROAD BY ME APPROPRIATE POWC AUMOITY IN ME PUBLIC INTEREST.
CA1 oIOWNER
LIe F1- — A NORMx PUBLIC OF_1�Ly�LL"u ___ttUNtt
NORM CMCUNA 00 HEREBY CEROFY THAT (�letUt Jay VIC T{pSpNALLy
APPEARED BEFORE ME THIS DAIS AND ACNNOYAEDEFD ME ME ExECU11JW"OETME FOSCANG
CEATIRCATE. WMESS MY NANO MO OFFICIAL SEAL THIS3N_ DAY OF ZLSLq____ 20 LS I
NOiMYVWC
�UP
MY COMMISSION EXRRES __ �f� �PD
NORM CMOINA, CAMDEN CCUOY
OFFICIALSEN_
Nclery W NPRN CNIX' Iy of
Jn
SITIP
E N EaJrsT11 CKSON it
nv12lva4M
I. - ft p &W' ____ REWEW OFFICER OF CAMDEN COUNTY
CERTIFY MAT ME MAP OR PLAT TO WHICH MIS CERTIFICATION IS AFFIXED ACTS ALL
STATUTORY REOUIREMORTS FOR RECORDING.
RENEW OFFICER
1 HEREBY CERTIFY MAT THE MICR SIBUMSION SHOWN ON THIS RAT DOES NOT
INWI-W ME CREATION OF NEW PUSUC STREETS OR MY CHANCE W EA"NG
RRUC STREETS, MAT ME SIBOW9ON SHOWN R IN ALL RESPECTS IN
COMPDMCE WIN ME CMCEN COUNTY UNIFIED DEKLOPMENT ORDINANCE AND
MAT MEESEO E NUS RAF HAS BEEN APRHOYED BY ME CAMDEN, COUNTY
ADMINISTRATOR SUBJECT TO IYS BUNG RECORDED IN ME MICE OF ME CAMGFN
COUNTY REGISTER OF GOODS WITHIN THIRTY (.NI) DAYS OF ME DAM BELOW.
DAM
DATE ADMINISTRATOR
NOW OR FORMERLY
WT. IE'WS LLC
O.B. 259. M 512
PIN 0170020022457B0000
EP e)o.26' Nu' - 0.01 s2G2r9' /c 311:
/. n'W
9fi' /!' OS
O S63' 11' /SW 81.50' l
KY M Q-E O'S/ O SEW
TS 9' 15 W 6.11 ACRES 92.78'
No,
PROPERTY 4NE ALONG AND IN EDGE CE PCRD I
'/
O S6Y /5' 04'W SR' K 031Y
565' S0' 9-W 32.8/' /S6Y GGGQ§ 5/.OB' SM' 52' 10-W Ana
N]9' OS' 10-W SE9' W3TW 86.01' ¢ Ear
1/fi.0]' S56' 21' W-W S gun
O Ba'!r 106.25'
1&23 AC I S6/' W, W.
8058' z z
OS
IA
GG n
Im
p/] m
N - n
W �n U
CG
CG�I� O I RESIDUAL PARCEL 92-09 IP
Iyj c� LG ACRES WCLU 7 Polo AND
g ROAD RONI-CF-WAYS I lu
GM
I �
II
I I
I �
L01NS1-E
NfiT OT 56tI
Tw
ECO PARK BOULEVARD I_522- /. 31-C �S'r 39' WE
I'�D 12ODO' I/6.90'
SL]2' _ _/]2.3fi' Il6p]6' _ _52/' 25' IBT
562' OT 5B-W 22310r LINE NOT 9JRSEYEO ON MIS DAM FLAT 9 HORS
NOW OR FORMERLY --
CAMDEN COUNTY
D.B 169. PG, 110
PIN: 013011035166/3000D
I. EDWARD T. HYMAN. F. CERTIFY MAT THIS PLAT WAS PRAWN UNDER MY SPERW9ON
FROM M ACTU.LL WRAY MADE IMDER MY 9JPERWSON FROM ME DEED DESCRIPTION
RECORDED IN CET BOCK 169. PACE IM MAT ME RATE OF PRECISION OR POSITMAL
ACCORACT AS CALCULATED IS 1-.I0,CON, MAT THIS PLAT WAS PREPARED W
ACCORDANCE MM G.S. /2-M AS AMENDED. WMESS MY ORIGINAL SIGNATURE, LICENSE
NUMBER AND SEAL THIS 2N0 DAY OF M.Y. AO.. 2018,
I. EDWARD T. HYMAN..P. PLs-2690. CERNFY
F(11) A MAT ME WRAY CREATES A SIBUWSON OF LARD WARM THE MCA OF A
COUNTY OR MUNIOPAUtt MAT HAS M ORDNANCE MAT REGULATES PARCELS OF LAND.
ME RESIDUAL PARCEL IF MY, MEET W EXCEW THE MWMUM LOT SIRE AS SPECIFIED
WARM ME CAMDEN COUNTY UNITED OEHLCPMENT CNDMMCE
emflpmow►nm�®
RA L6 pBpyN16 W,mTs PM
FeeA. 521D0 PA9°IM1 I
CAmpxlCwllY NwM CelofinA i
TurtIM IOacA PD 12fi- 26126IN) Of [ke)
BNB
SEAL
L-2690
CURLS TABLE
DORA
MC IENGM
RADIUS
TANGENT
DELTA
CHORD REAPING
CHORD LENGTH
Cl
39.21'
2S00'
24.95
M2.2T
MR' II' 9-E
3532'
C2
/01.99'
250.00'
253.61
RB'35'I!-
421' 33' ON'E
363.13'
CJ
309.2S
]N.CO'
195.13
88'35'13
N21- SS M'E
239,33'
CA
I11@2
26000'
BB&
31/S!A*
SS 5E 3/-E
I6B.U'
CS
230 Ir
2MOO'
12151
5f S1'19-
SAG. 25' 02 W
223.2T
CS
309.2Y
mow
195.13
BB95'IS-
52P 3Y OG'W
239.3S
C2
19.32'
25.W
GEM
ROOTm-
s5T AB' I6Y
35.39'
WW
P.L.S. L-2690
GRAPHIC SCALE
d p
IN FEbT )
1 IDeh - 200 M
LEGEND
EP METRIC RUN PIPE
EIR EXISWNG WON REBM
Q EMSONS COMER
CALCULATED PONT
® SET IRON ROM
T' CASTING FINE HYDRANT
EMSTING WATER VALYE
PROPERTY ONE
PROPERTY EXTENSION
RIGHT OF WAY LINE
— PROPERTY TIE LINE
EMSTMG MOH/PO®
Q
(7
b
J d
11�
94O�i
� Z 4
3
V Q) .
ti
V IQy
2
0

Moore, Bill
From: Moore, Bill
Sent: Wednesday, September 07, 2011 12:36 PM
To: 'Dan Porter
Cc: [e-mail]; [e-mail]; Todd Tripp
Subject: RE: Eco-Industrial Park - Stormwater Permit No. SW7110609
Good Morning to All:
Thanks for the update Dan. 1 reviewed a stormwater application & set of plans received here on June 17, 2011. We
will need to get a revised sw application, specs.& plans that reflect all changes; including those items/questions raised in
my email yesterday. I will hold off on drafting the stormwater permit until I have a chance to review the revised
package. .
The question raised by Greg about an outfall for the main pond is valid. Most projects that I see that use old borrow
pits, or oversized lakes, to collect/treat stormwater have some type of outfall (at least a rip -rap emergency overflow to
handle the 100-yr storm). Obviously, with an overflow you must have a reasonable outlet elevation & consider
downstream impacts; the elevation must also accommodate the design storage/treatment levels in the pond. Another
consideration; the overflow elevation should not significantly alter the water levels in the constructed wetlands, or
otherwise adversely affect the viability of the wetland systems. Without an established overflow/spillway for the main
pond, you need to consider what happens with a 10/25/100-year storm event. Does water back up into roadside
swales; if so, is that really a problem once every 25/100 years ? Incidentally, I believe we have nearly experienced (2)
500-year storm events in eastern NC in the last 5 years.
FYI, Coastal Plain Conservation Nursery is located at Edenton, NC & has supplied wetland plants for a number of wet
pond projects in our area in recent years. The owner, Ellen Colodney, has a good working knowledge of wetland plants
& stormwater treatment systems. Also, our website has a list of nurseries that supply wetland plants. I mention this
because some contractors may have limited experience with acquiring plants & the details involved with the
construction of wetland systems. In general, the contractor should be able to review the plans & build the system
without having to refer to the State BMP Manual.
If we need to discuss prior to submitting the revised sw package, OK: if not, I will be looking for: the revised package
in the next couple of weeks.
From: Dan Porter [mai Ito: [e-mail]]
Sent: Tuesday, September 06, 20.11 2:30 PM
To: Moore, Bill
Cc: [e-mail]; [e-mail]; Todd Tripp
Subject: RE: Eco-Industrial Park - Stormwater Permit No: SW7110609
ME
Randell has moved to Beaufort county to serve as their county manager. He was the Manager here at the time the
application was submitted. William (Bill)I Cowan is the interim county manger. His email is
[e-mail] . The'engineers made a few changes based on our review engineer's initial comments. I
have attached these comments from Greg Johnson on July 15. Is that the revised set the plans'that you are commenting
on? Greg is currently reviewing the revised plans.

Thanks
Dan B. Porter
Director of Planning & Community Development
Camden County
P. O. Box 190
117 North NC 343 ;
Camden, NC 27921
Business Phone [phone] Ext. 263
Fax [phone]
email dporterna camdencountvnc.gov dbp0124(d,)hotmail.com
*DISCLAIMER: Pursuant to the Freedom of Information Privacy Acts (FOIPA)
and North Carolina General Statutes Chapter 132, Public Records, this
electronic mail message and any attachments hereto, as well as any
electronic mail messages(s) sent in response to it may be considered
public record and as such subject to request and review.by anyone.
From: Moore, Bill (mailto:[e-mail]]
Sent: Tuesday, September 06, 2011 1:57 PM
To: [e-mail]
Subject: FW: Eco-Industrial Park - Stormwater Permit No: SW7110609,
From: Moore, Bill
Sent: Tuesday, September 06, 2011 1:24 PM
To: '[e-mail]'
Cc: '[e-mail]'
Subject: Eco-Industrial Park Stormwater Permit No. SW7110609
Good Afternoon to All:
I completed my review of the state stormwater application for the subject project. In general, the project layout/design
looks really good; I can see that the consultants put a lot of effort & planning into this project. I will prepare a draft
permit this week. I do have a few minor comments/questions that need to be addressed before I can get the permit
out:
(1) The High Density Commercial Subdivision supplement form did not have the county mgrs'name & project name
on page 1: 1 wrote in Randall Woodruff & Eco-Industrial Park; if these need to be different, you will need to send
me the revised form with the names.
(2) The 30-acre pond does not appear to have an overflow/discharge point ?.,If there is a point of dischafge'- need
to show detail with elevations & description.
(3) Overflow Spillway Detail: shows riser boards/no orifice pipes; but, BMP table shows orifice drawdown
diameters for each structure — clarify & correct plan sheet. Also, detail should show elevations.
(4) Need to show swale detail; I suggest 5:1 for ease of maintenance. Swales should be located in permanent
drainage easement (PDE) on plans.
(5) Vegetation Plan: Plan sheet C-502 should have a table/or list of.wetland plants that corresponds to constructed
wetland detail. Plan should also provide plant types, sizes, installation methods, soil supplements, &
construction schedule. Refer to constructed wetlands chapter in State BMP Manual for details regarding
adequate vegetation plans.
04

1�
Randall, I had a call from Todd Tripp [phone] about the status of the project; I called & left him a message, I do
not have his email address yet. I will be glad to discuss my review/these comments with you by email, or phone,
[phone].
Bill Moore, Environmental Engineer
Division of Water Quality, Washington Regional Office
[phone]
[e-mail]
Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties unless the
content is exempt by statute or other regulation.

i
i m §;l-t >',•'u"i, . 'i .,`y =.,.;r .:, � '�:S„f t,DWQ,USE.ONLY P
Date Received
Fee Paid
Permit Number
rAlica le Ru es: ❑ Coastal SW -1995 ❑ Coastal SW - 2008 ❑ Ph II - Post Construction
ct all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M mt Plan: is a
W J�
State of North Carolina I I
Department of Environment and Natural Resources
Division of Water Quality �"
JA 17 2011
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This forfn may be photocopied for use as an original
I. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name -should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
ECO-INDUSTRIAL PARK
2. Location of Project (street address):
City: South Mills County: Camden Zip: 27976
3. Directions to project (from nearest major intersection):
Approximately 6 miles north on US 17 from the intersection of North Carolina Route 343 and US 17
4. Latitude:36* 31' 13.08" N Longitude:76° 21' 41.76" W of the main entrance to the project.
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ®New ❑Modification
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number , its issue date (if known)_ and the status of
construction: ❑Not Started ❑Partially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project (check one):
®Low Density ❑High Density ❑Drains town Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application, list the stormwater project number, if
assigned, and the previous name of the project, if different than currently
proposed,
4. a. 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
❑NPDES Industrial Stormwater
®Sedimentation/Erosion Control: -11.47 ac of Disturbed Area
❑404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:
Fonn SWU-101 Version 07Jun2010
Page 1 of 6

' III. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Applicant/Organization: CAMDEN COUNTY
Signing Official & Title: Randall Woodruff, County Manager
b.Contact information for person listed in item la above:
Street Address: 117 North NC 343
City: Camden State: North Carolina Zip: 27921
Mailing Address (if applicable): PO Box 190
City: Camden State: North Carolina Zip: 27921
Phone: ( 252 ) 338 -1919 Ext. 222 Fax: ( 252 ) 333 -1603
Email: [e-mail]
c. Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/1
Signing Official &
b.Contact information for person listed in item 2a above:
Street Address:
Mailing Address (if
Phone:
Fax:
Zip:
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization:_ McGill Associates, P.A.
Signing Official & Title: Dave Richmond, PE, Senior Project Manager
b.Contact information for person listed in item 3a above:
Mailing Address: 12401911, Street Lane NW
City: Hickory State: North Carolina Zip: 28601
Phone: ( 828 1 328 - 2024
Email: [e-mail]
Fax: ( 828 ) 328 - 3870
4. Local jurisdiction for building permits: Camden County: Planning and Community Development
Point of Contact: Dan Porter, Director Phone #: ( 252 ) 338 -1919 Ext. 263
Form SWU-101 Version 07Jun2010 Page 2 of

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Stormwater runoff will be conveyed through vegetated swales and into four (4) stormwater weltands placed
strategically thougout the project site Post construction water quantity will be controlled though the existing
-30 acre borrow pit pond.
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW -1995 ❑ Ph II - Post Construction
3. Stormwater runoff from this project drains to the Pasquotank River basin.
4. Total Property Area: 98.52 acres 5. Total Coastal Wetlands Area: 0.0 acres
6. Total Surface Water Area: 31.0 acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area': 67.52 acres
Total project area shall be calculated to exclude the following the normal ool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water (NHW) line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHj� line. The resultant project area is used to
calculate overall percent built upon area (BUA). Nan -coastal wetlands landward of the NHW (or MHW) line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 50 (Future) %
9. How many drainage areas does the project have? 4 (For high density, count I for each proposed engineered
stormwater BMP. For low densihit and other projects, use I for tlue whole properhj area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basindnformation '- "
}`
,Drain" Areal
Diainiie Area 2
Draina e`Area'3_'
Drains e Area 4
Receiving Stream Name
Dismal Swamp
Canal
Dismal Swamp
Canal
Dismal Swamp
Canal
Dismal Swamp
Canal
Stream Class *
C, Sw
C, Sw
C, Sw
C, Sw
Stream Index Number *
30-3-2
30-3-2
30-3-2
30-3-2
Total Drainage Area (so
456,073.20
815,443.00
568,458.00
604,177.00
On -site Drainage Area (sf)
456,073.20
815,443.00
568,458.00
604,177.00
Off -site Drainage Area (so
0.00
0.00
0.00
0.00
Proposed Impervious Area** s
228,036.60
407,721.50
284,229.00
302,088.50
% Impervious Area** total
50.0 j'1
50.0 4, 6
50. '.0
50.0
LIM
Impervious-, Surface, Area U
,Draina e,Area1,
Drainage Area 2
Drainage Area3 ;
Drains e Area4 ,
On -site Buildings/Lots (so
0.0
0.0
0.0
0.0
On -site Streets (so
74,052
194,278
130,680
57,064
On -site Parking (so
0.0
0.0
7,801
0.0
On -site Sidewalks (so
0.0
0.0
0.0
0.0
Other on -site (so
0.0
0.0
0.0
0.0
Future (so
153,985
213,444
145,748
245,025
Off -site (so
N/A
N/A
N/A
N/A
Existing BUA*** (so
0.0
0.0
0.0
0.0
Total (so:
228,036.90
407,721.50
284,229.00
1 301088.50
Stream Class and Index Number can be determined at: http //portal ncdeunr org/webfwglpslcsn/classifications
** fill ervous 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 07Jun2010 Page 3 of 6

'*Report only that amount of existing BUA that will remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by new B UA.
11. How was the off -site impervious area listed above determined? Provide documentation. N/A
Projects in Union County: Contact DWQ Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that may be subject to more stringent stormwater requirements as per NCAC 02B .0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
fromhttp://Portal.jicdenr.ore/web/wo/ws/su/bn)D-manual.
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. A detailed application instruction sheet and BMP
checklists are available from http://portal.ncdenr.org/web/wg/ws/su/statesw/forms dots. The complete
application package should be submitted to the appropriate DWQ Office. (The appropriate office may be
found by locating project on the interactive online map at http:/ /portal.ncdenr.org/web/wg/ws/su/maps.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from http://portal.ncdenr.org/web/wg/ws/su/statesw/forms dots.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form. Dt-2
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants 'DrSk—
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
http://www.envhely.orgLpages/onestopexpress.html for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/managementfor
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within 1/2 mile of the site boundary, include the
mile radius on the map.
7. Sealed, signed and dated calculations.
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
1. Details of roads, drainage features, collection systems, and stormwater control measures.
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
DC3f�
i)(:�P—
P 4tsk-
Dc5e-
'� Cif
fJ �R-
Form SWU-101 Version 07Jun2010 Page 4 of 6

o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
9. Copy of any applicable soils report with the associated SHWT elevations (Please identify
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"xll" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DWQ to verify the SHVVF prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: 6 q Page No: I 1 Q
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per NCAC 2H.1003(e). The
corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
hft://ww-w.secretaLy.state.nc.us/Corporations/CSearch.aspx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from
http://portal.ncdenr.org/web/wq/ws/su/statesw/forms does. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, 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 NC DWQ and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer: Dave Richmond, PE
Consulting Firm: McGill Associates, P.A.
Mailing Address: 124019th Street Lane NW
City: Hickory State: North Caroina Zip: 28603
Phone: ( 828 1 328 - 2024 Fax: ( 828 1 328 - 3870
Email: [e-mail]
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or hype name of person listed in Contact Information, item 2a) Ranall Woodruff, CounhLanager, certify that I
own the property identified in this permit application, and thus give permission to (print or hype name of person
listed in Contact Information, item la) Camden County with (print or hype name of organization listed in
Contact Irfonnation, item la) Camden County to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
Form SWU-101 Version 07Jun2010 Page 5 of 6

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DWQ Stormwater permit reverts back to
me, the property owner. As the property owner, it is my responsibility to notify DWQ immediately and submit a
completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater treatment
facility without a valid permit. I understand that the operation of a stormwater treatment facility without a valid
permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement action including
the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
Signature: Date: !"!(
u}}
I, �{ _ � I � o E- � 1 j 1 7 cc ry o a Notary Public for the State of OD Countyof
(�Hgr% du.� —do hereby certify that n wn a U LA "d sw " — personally appeared
before me this day of J and a knowledge the due execution of the application for
a stormwater permit. Witness my hand and official
My
X. APPLICANT'S CERTIFICATION
`p1OTg9y i
AVBIIC •r`c
I, (print or hjpe name of person listed in Contact Information, item 1a) Randall Woodruff Counht Manager
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 the
applicable stormwater rules under 15A NCAC 2H .1000, SL 2 06-246 (Ph. II - Post Construction) or SL 2)008-211.
Signature: Date:
I, L t I I , v- m 5 a Notary Public for the State of h oe4 & A A,;a. County of
(2,44y')D{ e vv do hereby certify that _�aA%d 0 11 1i1.715 2dA,--f d / personally appeared
before me this day of _ i 011 and pcoy bwledge the due execution of the application for
a stormwater permit. Witness my hand and
S1lL NOTg9 ,y�N
�'•
LIC
My co' St i!R1' \s 1�
Form SWU-101 Version 07Jun2010 Page 6 of 6

4 V
i�� � ', i �r i9ti� .:•'�* ..Ytz ajyY,x'✓'a },, �,G� �.�� �11�4 �'\i i "n�...1 �Tt.-�xi,"'�' �§c-F��', „�Si1r'hki-. .r �)
X
` S XG l�\ r � � tY?` , f17,y�\�'��¢s. I�tYt�# �,,.'j�.$i_-` ,i„< Gry.- �. C �,,,.s,• a &5 . , Y k+
of 4 0. }, Q. K.�41 4yiF V'§tiya
r.. 4 �.. ,, pj � .:i �,� e1 � i7•Q4t; �'13,..%��e u�a.�y ybt:v�# G '�u.`'T^'g � .._.
1y.ryOIL
¢ t /054
Gs r""ld�,N'�i•'�.,. `' �i,z�iG '� rA .Lry ! �:r v' �i« pry �`� x`���, ' y$\Y�Z??'� ..
4Fr.Y`{rlF���r yi31rRx,QUa�a�
�Y
�`,�' �A $at ilC�:,b,� r °Yf1K ti ! b .e7•''i.��.<s 4"As '.t24.

Mc CALLUM, Po C
Geotechnical Engineering, Materials Testing & Environmental Services
December 16, 2010
McGill Associates, PA
P.O. Box 1136
Hickory, NC 28603
Attention: David Richmond
Subject: SUBSURFACE EXPLORATION AND GEOTECHNICAL ENGINEERING
Eco-Industrial Park
U.S. Highway 17
Camden County, North Carolina
MTL Project #10-12620NC
Dear Mr. Richmond:
McCallum Testing Laboratories, Inc. is pleased to present this report of Subsurface
Exploration and Geotechnical Engineering performed for the above referenced project.
Included in this report are:
1. A brief description of the project;
2. An outline of the services performed;
3. A tabulation of the subsurface conditions encountered; and
4. Our detailed recommendations for site preparation and the design
and construction of pavements.
Should you have any questions concerning this brief report, please contact. this office at
your earliest convenience.
Very truly yours,
McCALLUM TESTING LABORATORIES, INC.
lal�Ixze-
DAVID, P. REDIGER, P.E.
GEOTECHINCAL ENGINEER
1808 MAYWARD AVENUE, CHESAPEAKE, VA. 23320 • P. O. BOX 13337, CHESAPEAKE, VA. 23325-0337
PHONE [phone] • FAX [phone]

:e ;�

SUBSURFACE EXPLORATION AND GEOTECHNICAL ENGINEERING McC�allacm P.C.
ECO-INDUSTRIAL PARK f
i U.S. HIGHWAY 17
CAMDEN COUNTY, NORTH CAROLINA
MTL PROJECT #10-12620NC
SCOPE OF SERVICES
McCallum Testing Laboratories, Inc. drilled sixteen soil test borings extending in depth to
6 ft. each beneath the existing ground surface. Standard Penetration Tests (SPT's) were
performed at 2 ft. intervals within each test boring. A total of eighteen soil test borings
were planned, however, the heavily wooded conditions along the western portion of the
site prevented the mobilization of the drill rig to the boring locations within the planned
roadway. As such, a total of six hand auger borings were drilled at the borings located
within the roadway on the western side of the site (B-8 through B-13). Dynamic Cone
Penetrometer tests were performed at each of the Hand Auger boring locations. For
correlation purposes, a test boring was drilled at the edge of the woodline alongside Hand
Auger boring locations DCP-8, DCP-9, DCP-10 and DCP-11. These borings are
approximately 120 ft. west of the roadway centerline. A total of six bulk bag samples of
subgrade soils were collected at selected boring locations for laboratory California
Bearing Ratio Testing. All drilling, sampling and testing was performed in accordance with
applicable ASTM Standards or other widely accepted standards. At the completion of
drilling, water level measurements were made within the completed bore holes. All
samples obtained from the borings were visually examined by a Geotechnical Engineer
and classified according to the Unified Soils Classification System. In addition, selected
samples obtained from the borings were subjected to laboratory moisture content,
Atterberg Limits and percent finer than a #200 sieve testing to aid in the classification of
the near surface soils.
A Site Location Plan, a Boring Location Plan, Subsurface Profiles and the detailed results
of field sampling and testing are presented in Appendix A. The results of all laboratory
testing performed for this study are presented in Appendix B.
3

SUBSURFACE EXPLORATION AND GEOTECHNICAL ENGINEERING
ECO-INDUSTRIAL PARK
U.S. HIGHWAY 17
CAMDEN COUNTY, NORTH CAROLINA
MTL PROJECT #10-12620NC
SUBSURFACE CONDITIONS
Stratigraphy
MCCClllun2, P.C.
Beneath a surface veneer of topsoil up to 14 inches thick and averaging 10 1/2 inches
thick, the boring encountered Coastal Plain Sediments. A summarization of the
subsurface conditions encountered is presented in the following tabulation:
.RESISTANCE
STANDARD'
"
PENETRATION
'
�AVERAGE�
�• ''
:(BLOWWSIFT)`I DYNAMIC
DEPTH,
CONEP.ENETROMETER
STRATUM(FT)
',.
;DESCRIPTION _ _ r
' ,; .` BLQWS410 CM)_ ...
Very Loose to Medium Compact, moist to wet, dark
brown, silty, clayey, fine sand with traces of medium
4 to 24 13 to 10
111I
0.9 - 3.0
sand and organic matter (SM-SC, SC) and Soft to
Very Stiff, moist, dark brown, silty, fine sandy clay with
traces of organic matter (CL)
Very Loose to Compact, moist to wet, dark brown and
2(2)
3.0 - 5.5
brown, silty, fine sand with traces of medium sand and
9 to 53 / 3 to 30
clay ISM, SP-SM)
Very Loose to Medium Compact, moist to wet, brown
3(3)
2.3 - 6.0(3)
and dark brown, silty, clayey, fine sand (SC) and Very
21 to 30 / 3 to 7
Stiff, moist, dark brown, silty, fine sandy clay (CL)
Notes: 1) Not Encountered at Borings B-1, B-5 and DCP-12
2) Not Encountered at Boring B-4
3) Encountered at Borings B-1 and DCP-12, Only
4) Maximum Depth of Exploration
Figure 4.
Subsurface Profiles
ill `•
' � t
i
i
M

ECOS-INDUSTRIAL STR AL EXPLORATION AND GEOTECHNICAL ENGINEERING McCallum, P. C.
U.S. HIGHWAY 17
CAMDEN COUNTY, NORTH CAROLINA
MTL PROJECT #10-12620NC
Groundwater
The water level measurements made at the completion of drilling operations indicated the
level of groundwater to be approximately 5.0 to 5.5 ft. below the existing ground surface
at the time of drilling. Seasonal groundwater level fluctuations on the order of 2 to 3 feet
are not uncommon in this area. Lowest groundwater levels normally occur in late
summer and early fall while the highest levels generally occur in late winter and early
spring. At the time of our study, we believe groundwater levels were between their
seasonal low and high elevations.
RECOMMENDATIONS
Basis
The following recommendations are based on data obtained by this subsurface
exploration program, the site orientation and the traffic volume data given previously and
our past experience within the area. If the project information presented is incorrect or
changed in the final design or if site or subsurface conditions encountered during
construction differ appreciably from those indicated by this report, this office should be
notified to determine the applicability of our recommendations in light of the changed
conditions.
Site Preparation
Initially, areas planned to support pavements or new fill should be stripped of all surface
vegetation and topsoil. Stripping of topsoil is expected to extend a minimum 12
inches below existing grade. In wooded areas, the depth of organic soil removal
canbe significantly greater than the indicated topsoil thickness due to the
presence of mature tree root structures. The results of testing indicate that the
upper 12 to 18 inches of subgrade soils lying directly beneath the topsoil consist of
dark brown (organically stained), silty, clayey sand and silty clay. As such, isolated
portions of the site where excessive organic matter contents are encountered may
require an additional 6 inches of stripping. Stripping should extend at least 2 ft.
beyond pavement lines. These areas should then be proofrolled with a heavily loaded
dump truck and be monitored by the Geotechnical Engineer to locate any pockets of
excessively soft surface soils. All areas that deflect excessively or rut and fail to tighten up
under continued proofrolling should be undercut to firm material and be replaced with
properly compacted fill.
5

SUBSURFACE EXPLORATION AND GEOTECHNICAL ENGINEERING McCallum P. C.
ECO-INDUSTRIAL PARK I
U.S. HIGHWAY 17
CAMDEN COUNTY, NORTH CAROLINA
MTL PROJECT #10-12620NC
Based on the results of our Standard Penetration and Dynamic Cone Penetrometer
Testing, it is possible that isolated portions of the site will require soft subgrade
soil undercuts of up to 12 inches (see Borings DCP-8, DCP-9, DCP-10 and DCP-11).
However, the subgrade soils to be exposed by the stripping operations do have a
tendency to become softened and unstable when saturated and worked by equipment.
Therefore, to help prevent additional undercutting, the exposed subgrade should be well
drained to help prevent accumulation of water on the site and construction traffic across
the site should be limited as much as possible. It will be most preferable to have the
subgrade exposed only during the drier seasons of the year and to limit construction
traffic to well defined areas outside the pavement area, if possible.
After the successful completion of proofrolling and any required undercutting operations,
fill required to reach finished subgrade elevations can be placed. Pavement area fills
should extend approximately 2 ft. beyond pavement lines. Fill and backfill should be
classified as SP-SM, SP or SW by the Unified Soils Classification System, with no more
than 12 percent passing the No. 200 sieve. All fill and backfill materials proposed for use
should be tested and approved by the Geotechnical Engineer prior to their placement on
site. All fill and backfill placed beneath the pavements should be compacted in loose lifts
of 8 inches or less to a minimum of 95 percent of their maximum dry density as
determined by the procedures outlined in ASTM D 698.
Pavements
The parameters of the near surface subgrade soils will generally govern the design and
performance of the paved areas for the planned subdivision. When properly compacted
near optimum moisture content, these materials can provide only fair to poor subgrades
for pavements. They have a tendency to become unstable and "pump" or deflect
excessively under rolling loads when they are wet of optimum. Therefore, care must be
taken to have subgrades exposed to the environment for only short periods of time. In
addition, adequate drainage of the subgrade areas must be maintained to help prevent
ponding and the resulting damage to the subgrade soils.
To help provide parameters for pavement design, six California Bearing Ratio (CBR) tests
were performed on the near surface subgrade soils. The results of our laboratory CBR
testing indicate soaked CBR values ranging from 6.1 to 17.9 percent. A design CBR value
(0.67 of CBRav9) of 7.8 was utilized for the pavement section design analyses.
Lf

l
SUBSURFACE EXPLORATION AND GEOTECHNICAL ENGINEERING
ECO-INDUSTRIAL PARK
U.S. HIGHWAY 17
CAMDEN COUNTY, NORTH CAROLINA
MTL PROJECT #10-12620NC
McCallum, P.C.
CBR tests are generally performed on remolded samples just above optimum moisture
content at dry densities near maximum. Therefore, to develop Feld conditions with CBR
values of the magnitude obtained in the laboratory, similar subgrade moisture and density
conditions will have to be obtained in the field. We recommend original soil subgrades
beneath pavements be compacted to at least 95 percent of ASTM D 698 prior to
placement of the aggregate base course. Depending on the moisture condition of the
subgrade soils at the time of construction, it may not be possible to achieve the specified
degree of compaction. Should this be the case, you may wish to approve the subgrade
based on the results of proofrolling in accordance with the procedures outlined previously
in this report.
A flexible pavement section was determined using the AASHTO "Guide for Design of
Pavement Structures — 1993", the maximum anticipated traffic volume and the results our
CBR tests. The recommended flexible pavement sections tabulated below are based on
an initial serviceability of 4.2, a terminal serviceability of 2.8, a reliability of 85%, a
standard deviation of 0.49, and ESAL factors of 0.0002 (passenger vehicles) and 0.37
(single unit trucks) and 1.28 (tractor trailers). The pavement sections were designed to
meet or exceed the calculated 1,650,000 ESALs for a twenty-year design life. The
selection of one of the provided alternative sections should be based on the section
providing the most economical and structural value for the project. Structurally, the
alternative sections increase in value from Alternative 1 to Alternative 4.
Recommended Flexible,,PavementtSeOtion'AlternatiVeS
Pavement
Thickness (in.)
Alternative 1
Alternative 2
Alternative 3
Alternative 4
Components
Surface Course Asphalt
2.0
1.5
1.5
2.0
(NCDOT S-9.5B)
Intermediate Course Asphalt
---
---
3.5
3.0
(NCDOT 1-19.013)
Base Course Asphalt
4.0
5.0
---
(NCDOT BM-25.013)
Aggregate Base Course
8
8
8
8
(NCDOT ABC)
All pavement materials and construction methods should be in accordance with the North
Carolina Department of Transportation, Standard Specifications for Roads and
Structures.
7

APPENDIX A
Site Location Plans
Boring Location Plan
Subsurface Profiles
Test Boring Records
Hand Auger Boring Records
Dynamic Cone Penetrometer Test Results

All,•. - .\ tt• w i
El
_. 1 7 ec ` �1 zya. ° z'�:I s' •F +r ytY4+tir! f by
b 4 � P#y. '�s�"LeSR.3+• Sez �'7'7i+ "^l�yyae 1.:. �'{.Is.. r ,,�4��}}.� yt \` vee'jy��
.`: , Ar'1fi �� tt '� :� {�fi iJ} Yq���(... RSA 3 it'dp i� `44'�F �t t•%i tk ': '. � t'L,L � t
GREAT 013M SWAMP iJ �E .�` 1 '�T� •In3� yV` •/ rm T''-'rw ` 'y4 4i z.a "Ptl"^— ' `4t\�«+..� F,F.k.ry\i s;°< <. ,"
a, + !it}a'• VIROINIA
NORlit .4App11n
t ..`7 •� y t,a�t.;. PC :C r.s 1: f _' S i+ F. IAA :�J z'. ,,'t2/' u<` a Ur iFl a «* 5:.�i
L�� yy,���.Fr
q q
<. y.. stx Fm a''�� 1 3 '..P `gr�, '�'y,�Ck '�'• sV A u,�W�l-)� � y 2'.�w{s 'tc�{. ..�.^i ",5�k�*v
l •'��,�`.+"" se i Fz+ ' Y a4y �i°],_} l.,KTg% i ♦. � (� LI.r`,e�t j: •ss1"_`. v� � ry >
\�.\ ; � ,���;tSS ra � �z �.'-1. �'44��3. 1i :",t�, S �t�pp��,^,r.���(YjIL .• ��v-^�':.c•'i'S t�w9lVy`t i'p�\ �� Y t..f'•'? _ _ 4� �i4_ �F�i
�' 1�, �tw�'.0^'ci 1 �,! Q rap^ .aid �•t�'��' � 1'.ti '�, � �f`11r t th. A +Y",l �2s t �r k s�
I \
-
51 ,y1�e i i"'"r v ��rlSx'� i-3n�11S .. 'r�'"��;a(h`aj�N-rq, ',t •' tSeSy'r�,$.a, -, e� .
`^ ,(7.. if. •rs �.I �:i `t�I,,� n. ;JlFb a.ti 1F'x1 '4i t. \4}'"i YXlts }u; Fn
oy\&l:'Y�i
- ', 'Ytiit Cy f-�.T I•, �+'x _ �J'� "�'4 a.w y s i l i\41w �r Y i ,. 'q �.w't'
n?5����.p��
��1'' M£yf L v t� �,P-•�, w.��ra Y.:qt.��,� b ��r '.i'�t7 > y+J' �\ yk..£z y i ; r„s,�pL 4/�Y' �y-, t�
�1 + --.1 .. `Ir 1 ,'(i Y�"M / �. ,\. �1 , i.• V "'L �s":'v'{ L�i;: hfr'J� r 9 .� .r.r'.-( {e }� aYy \`-i`l S�'y `` 4 .i T?
�Peu.�'',�.�
t r l r �✓ n i . Y �;' r� '
I � �^+\ ni r•1pY•}.� �`if$+n� w`.A.'-s �'""- u SJ 5v}' � .�Y i� � r a1��S 1 th i , �!"�4 ➢�.�r `� h.��]L.��'I?�'�'� t `�:, � e �"`( ,
e ,'+�tV G 1 1PA • 5 Qit [1�'.' cis `3`V 1 i4 `t-Vs 'Y�St y'e 11 �� `°lz 14.i]\LXiM1_=l 'P' q .Q `t 4 �� .i x �I � Yef ', tl.y�f$1'. J. � _ w 3 i .t� 'J} ♦ 'r }'f 'X � �l '(5g �,
l.aM1 �,b ..� ! (f AYy+w I.Gf'y 1C��C_p � A .�, .l• �'I y � f•'f� ♦ ..�j. �j �..�.y� �yw-q : rl y } i �/ 5 kH ��y} �y j;� q ,l 1yc�t� £�- ,
y. \i�H:.'f 3;ery.tw }p r�ft. iv`:✓.11 t`sII'.. .s r,+`�6��_w:2w�'.-7 �,..�.Z .:%4 �'�'C _�'i��'"r�:T �4 *4 :� �t A_le :"L� z`':�x�: �4: t: !\t eZ��.' ..

11 SOT xe.rin ( DT x4 1L 046. r \Q.
.T LOIN-=2O
LOT xo. •r
6C 94e 1�-iJuw-.v-v- IIII� {�•r
• —LOT-
Ham."-iK li SOTN 6c
. r
i B FC ncr.lo _ - _ _ -i � amp �I _ � (f I 05. s
I •y°r xo�ii I.=
Cr E
s Ii. _ I wpa
IrvLOT _:.°iy o. L. - - - - - GOs to wWrn O'NO. 115
I= ��.9 Ili4` r 7
2 7r' .jR yy -LOT :c i r f?,r°T xoriKta
y i
� t
i B-U ocd-s - 0.14 -
LOT NO. 1 i I - _ _ \ � I
( _ I for xu
LOT
_ _ _ _ _ _ — 1
v_
V I
i
BZ- :a -a _ _ _ _ _ _ Ih5 _ _ _ _ _ _ tj
SHEET
P1
McCALLUM, P. C.
1808 Hayward Avenue
Chesapeake, Virginia 23325-0337
[Scale: 1= 425' Approved By: David P. Rediger, P.E. Date: 12120110
�........_—._.�...._._.._..._........_...__..—_ _ ----- _t.__....__—_.............._.......--.---
Project Eco-Industrial Park
U.S. Highway 17
Camden County, North Carolina
Drawing Boring Location Plan Drawing 2-10-12620NC
Title: Number:

nr,G �P�v 61711/ _
''
1. DWQ USE ONLY
Date Received
- Fee Paid
Permit Number
v ♦
'0/
So 5-
5(---'71A96o2
Applicable ules:
(select all that apply)
❑ Coasta SW -1995 O Coastal SW - 2008 ❑ Ph Il - Post Construction
❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M mt Plan:
SSwAcK
6/2r /r
State of North Carolina
PE
C E
I
Department of Environment and Natural Resources
Division of Water Quality
OCT 14 2011
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This forin may be photocopied for use as an original I. GENERAL INFORMATION ®WQ�O
WA
1. Project Name (subdivision, facility, or establishment name -should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
ECO-INDUSTRIAL PARK
2. Location of Project (street address):
City: South Mills County: Camden Zip: 27976
'3. Directions to project (from nearest major intersection):
Approximately 6 miles north on US 17 from the intersection of North Carolina Route 343 and US 17
4. Latitude:360 31' 13.08" N Longitude:76° 21' 41.76" W of the main entrance to the project.
it. PERMIT INFORMATION
1. a. Specify whether project is (check one): ®New ❑Modification
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number , its issue date (if known) and the status of
construction: ❑Not Started ❑Partially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project (check one):
®Low Density ❑High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application, list the stormwater project number, if
assigned, and the previous name of the project, if different than currently
proposed,
4. a. 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
❑NPDES Industrial Stormwater
®Sedimentation/Erosion Control: -11.47 ac of Disturbed Area
❑404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:
Form SWU-101 Version 07.1un2010 Page I of

IIL CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Applicant/Organization: CAMDEN COUNTY
Signing Official & Title: William Cowan, County Manager
b.Contact information for person listed in item la above:
Street Address: 117 North NC 343
City: Camden State: North Carolina Zip: 27921
Mailing Address (if applicable): PO Box 190
City: Camden State: North Carolina Zip: 27921
Phone: ( 252 ) 338 -1919 Ext. 222 Fax: ( 252 ) 333 -1603
Email: wcowanaOcamdencountvnc.gov
c. Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/i
Signing Official &
b.Contact information for person listed in item 2a above:
Street Address:
City:
State: Zip:
Mailing Address (if applicable):
City: State: Zip:
Phone:
Fax: ( )
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization: McGill Associates, P.A.
Signing Official & Title: Dave Richmond, PE, Senior Project Manager
b.Contact information for person listed in item 3a above:
Mailing Address: 124019th Street Lane NW
City: Hickory State: North Carolina Zip: 28601
Phone: ( 828 ) 328 - 2024
Email: Dave. RichmondOMcgillengineers.com
Fax: ( 828 ) 328 - 3870
4. Local jurisdiction for building permits: Camden County: Planning and Community Development
Point of Contact: Dan Porter, Director Phone #: ( 252 ) 338 -1919 Ext. 263
Form S W U-101 Version 07Jun2010 Page 2 of 6

IV. PROJECT INFORMATION
1. In the space provided below, briefty summarize how the stormwater runoff will be treated.
Stormwater runoff will be conveyed through vegetated swales and into four (4) stormwater weltands placed
strate ig cally thougout the project site. Post construction water quantity will be controlled though the existing_
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW - 1995 ❑ Ph 11 - Post Construction
3. Stormwater runoff from this project drains to the Pasouotank River basin.
4. Total Property Area: 98.52 acres 5. Total Coastal Wetlands Area: 0.0 acres
Zg,OC�/��', 5- 2- :-- ZG• 6. Total Surface Water Area: 31.0 acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area': 67.52 acres 29, 041157. sy _
*. Total project area shall be calculated to exclude the follov ingg the normal pool of imppounded structures, kite area
between the banks of streams and rivers, the area below the Nonual High Water (NHW) litre or Mean High Water
(MHIM line, and coastal wetlands landward from the NNW (or MHVv) litre. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landward of the NHW (or MHW) line may
be included in llte total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 50 (Future) %
9. How many drainage areas does the project have? 4 (For high density, count 1 for each proposed engineered
stonuroater BMP. For loro density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information -
Draina e Area 1
Draina e Area 2
Draina e Area 3
Draina e Area 4
Receiving Stream Name
Dismal Swamp
Canal
Dismal Swamp
Canal
Dismal Swamp
Canal
Dismal Swamp
Canal
Stream Class
C, Sw
C, Sw
C, Sw
C, Sw
Stream Index Number *
30-3-2
30-3-2
30-3-2
30-3-2
Total Drainage Area (so
456,073.20
815,443.00
568,458.00
604,177.00
On -site Drainage Area (so
456,073.20
815,443.00
568,458.00
604,177.00
Off -site Drainage Area (so
0.00
0.00
0.00
0.00
Proposed Impervious Area** (so
228,036.60
407,721.50
284,229.00
302,088.50
% Impervious Area** total
50.0
50.0
50.0
50.0
Impervious- Surface Area
Drainage Area 1
Drainage Area 2'
Drainage Area 3
Drainage Area 4
On -site Buildings/Lots (so
0.0
0.0
0.0
0.0
On -site Streets (so
74,052
194,278
130,680
57,064
On -site Parking (so
0.0
0.0
7,801
0.0
On -site Sidewalks (so
0.0
0.0
0.0
0.0
Other on -site (so
0.0
0.0
0.0
0.0
Future (so
153,985
213,444
145,748
245,025
Off -site (so
N/A
N/A
N/A
N/A
Existing BUA*** (so
0.0
0.0
0.0
0.0
Total (so:
228,036.60
407,721.50
284,229.00
302,088.50
Stream Class and Index Number call be determined at: http://portal.nedertr.or iroebAi)q(ps/csu/classificatiotns
`* hnpenvious area is defined as the built upon area iuclyding, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Zg.06
Form SWU-101 Version 07Jun2010 Page 3 of

'Report only that atuount of existing BUA that Will remain after development. Do not report any existing BUA that
is to be removed and Which roill be replaced by neon BUA.
11. How was the off -site impervious area listed above determined? Provide documentation. N/A
Projects in Union County: Contact DIFQ Central Office staff to check ifthe project is located irithin a Threatened &
Fnrlangered Species iratershed that may be subject to more stringent stornnrctter requirements as per NCAC 0213 .0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from http://12ortal.ncdenr.org/web/wq/ws/su/bmp-manual.
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. A detailed application instruction sheet and BMP
checklists are available from http://12ortal.ncdenr.org/web/wq/ws/su/"statesw/`forms does. The complete
application package should be submitted to the appropriate DWQ Office. (The appropriate office maybe
found by locating project on the interactive online map at http://portaLncdenr.org/web/wq/ws/su/maps.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from http://portal.ncdenr.org/web/wg/ws/su/statesw/forms does.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form.
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
http://www.envheli).org/pages/oiiestopexpress.litml for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/managementfor
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USCS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within 1/2 mile of the site boundary, include the Vz
mile radius on the map.
7. Sealed, signed and dated calculations.
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
I. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
I. Details of roads, drainage features, collection systems, and stormwater control measures.
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a,
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
Form SWU-101 Version 071un2010 Page 4 of

o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
9. Copy of any applicable soils report with the associated SH WT elevations (Please identify
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"xll" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DWQ to verify the SHWP prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: Page No:
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC _
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item 1a, 2a, and/or 3a per NCAC 2H.1003(e). The
corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
http: / /www.secretary.state.nc.us/Corporatioiis/CSearch.aspx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from
http://portal.ncdenr.org/web/wq/ws/su/statesw/forms does. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, 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 NC DWQ and that they will be recorded prior to the sale of any lot.
Vill. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer: Dave Richmond, PE
Consulting Firm: McGill Associates, P.A.
Mailing Address: 124019°i Street Lane NW
City:
State: North Caroina Zip: 28603
Phone: ( 828 1 328 - 2024 Fax: ( 828 ) 328 - 3870
Email: [e-mail]
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
1, (print or type name of person listed in Contact Information, itenn 2a) certify that I
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Information, item la) with (print or type name of organization listed in
Contact Information, item la) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
Form SWU-101 Version 07Jun2010 Page 5 of 6

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DWQ Stormwater permit reverts back to
me, the property owner. As the property owner, it is my responsibility to notify DWQ immediately and submit a
completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater treatment
facility without a valid permit. I understand that the operation of a stormwater treatment facility without a valid
permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement action including
the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
a Notary Public for the State of County of
do hereby certify that
before me this _ day of
personally appeared
and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission
X. APPLICANT'S CERTIFICATION
1, (print or type name of person listed in Contact Information, item la) Williaru Co7U111, County Manager
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 the
applicable stormw ules un r 15A NCAC 2H .1000, SL 2006-246 (Ph. 11 - Post Construction) or SL 2008-211.
� 1�
tt*-
Signature1/1_J� - �' Date:: to 'D ?01 t
I, ^.5�_lr YU)l,f, I) 3a-l.k XYx a Notary Public for t/he State of � 6Y�:-l� CAVDIt n1.t, , County of
l .UMLI�Yx , do hereby certify that Wi I IG M IL l..OwQ-r-)I personally appeared
before me this - L day of OCkbLC , 2P I I , and acknowledge the dueRxecution o�plication for
a stormwater permit. Witness my hand and official seal, i.'�i:�i:N�l/v+- �1J
OFFICIAL SEAL
;Votary Purnic, North Carolina
Co,.rgV of Camden
STEFhrAtAE b. JACA(y i
SEAL
My commission expires
Form SWU-101 Version 07Jun2010 Page 6 of 6

Permit Number:
(to be provided by DWQ)
Drainage Area Number: Z
Stormwater Wetland Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
— Immediately after the stormwater wetland is established, the wetland plants will
be watered twice weekly if needed until the plants become established
(commonly six weeks).
— No portion of the stormwater wetland will be fertilized after the first initial
fertilization that is required to establish the wetland plants. JUN 112011
— Stable groundcover will be maintained in the drainage area to reduce the
sediment load to the wet detention basin. ; t, tr
— Once a year, a dam safety expert will inspect the embankment.
After the wet detention pond is established, I will inspect it once a month and within 24
hours after every storm event greater than 1.0 inches (or 1.5 inches if in a Coastal
County). Records of operation and maintenance will be kept in a known set location
and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the
Areas of bare soil and/or
Regrade the soil if necessary to
wetland
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Vegetation is too short or too
Maintain vegetation at a height of
Ion .
approximately six inches.
The inlet device: pipe or
The pipe is clogged (if
Unclog the pipe. Dispose of the
swale
applicable).
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged (if
applicable).
Erosion is occurring in the
Regrade the swale if necessary to
swale (if applicable).
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
Form SW401-Wetland O&M-Rev.3 Page 1 of 4

BMP element:
Potentialproblem:
How I will remediate theproblem:
The forebay
Sediment has accumulated in
Search for the source of the
the forebay to a depth that
sediment and remedy the problem if
inhibits the forebay from
possible. Remove the sediment and
functioning well.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by
hand. If a pesticide is used, wipe it
on the plants rather than s ra in .
The deep pool, shallow
Algal growth covers over
Consult a professional to remove
water and shallow land
50% of the deep pool and
and control the algal growth.
areas
shallow water areas.
Cattails, phragmites or other
Remove the plants by wiping them
invasive plants cover 50% of
with pesticide (do not spray) -
the deep pool and shallow
consult a professional.
water areas.
Shallow land remains flooded
Unclog the outlet device
more than 5 days after a
immediately.
storm event.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Best professional practices
Prune according to best professional
show that pruning is needed
practices.
to maintain optimal plant
health.
Sediment has accumulated
Search for the source of the
and reduced the depth to 75%
sediment and remedy the problem if
of the original design depth
possible. Remove the sediment and
of the deep pools.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Form SW401-Wetland O&M-Rev.3 Page 2 of 4

BMP element:
Potentialproblem:
How I will remediate theproblem:
The embankment
A tree has started to grow on
Consult a dam safety specialist to
the embankment.
remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present.
consult a professional to remove
beavers.
The micropool
Sediment has accumulated
Search for the source of the
and reduced the depth to 75%
sediment and remedy the problem if
of the original design depth.
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Plants are growing in the
Remove the plants, preferably by
micropool.
hand. If a pesticide is used, wipe it
on the plants rather than spraying.
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the NC Division of Water
damage have occurred at the
Quality 401 Oversight Unit at 919-
outlet.
733-1786.
Form SW401-Wetland O&M-Rev.3 Page 3 of 4

Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name: ECO-INDUSTRIAL PARK
BMP drainage area number: 2
Print name: RANDALL WOODRUFF
Title: COUNTY MANAGER
Address: 117 NORTH NC 343
Phone: [phone] EXT. 222
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.
1, II II o I h J F 1A ) o W 4 s a Notary Public for the State of
N ao-_4 OaR.o" , County of ( mod do hereby certify that
i2a-,%Ad a 0 Ak,u b� personally appeared before me this LIQ-:k
day of �_ U I I , and acknowledge the due execution of the
forgoing storwwater wetland maintenance requirements. Witness my hand and official
seal, r n i 1 1 a f
�auuuuurur�
"\\EWI(
AUBLIG
SEAL
My commission expires D 'V-/ a b z i -
Form SW401-Wetland O&M-Rev.3 Page 4 of 4

w
Permit Number:
(to be provided by DWQ)
Drainage Area Number: 3
Stormwater Wetland Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
— Immediately after the stormwater wetland is established, the wetland plants will
be watered twice weekly if needed until the plants become established
(commonly six weeks). sSii,
— No portion of the stormwater wetland will be fertilized after the first initial
fertilization that is required to establish the wetland plants. JUN 1 7 2011
— Stable groundcover will be maintained in the drainage area to reduce the
sediment load to the wet detention basin. a ;
= �i;�1%1) d1
— Once a year, a dam safety expert will inspect the embankment.
After the wet detention pond is established, I will inspect it once a month and within 24
hours after every storm event greater than 1.0 inches (or 1.5 inches if in a Coastal
County). Records of operation and maintenance will be kept in a known set location
and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the
Areas of bare soil and/or
Regrade the soil if necessary to
wetland
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Vegetation is too short or too
Maintain vegetation at a height of
lon
apprminnatelysix inches.
The inlet device: pipe or
The pipe is clogged (if
Unclog the pipe. Dispose of the
swale
applicable).
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged (if
applicable).
Erosion is occurring in the
Regrade the swale if necessary to
swale (if applicable).
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
Form SW401-Wetland O&M-Rev.3
Page 1 of 4

BMP element:
Potentialproblem:
How I will remediate theproblem:
The forebay
Sediment has accumulated in
Search for the source of the
the forebay to a depth that
sediment and remedy the problem if
inhibits the forebay from
possible. Remove the sediment and
functioning well.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by
hand. If a pesticide is used, wipe it
on the plants rather than spraying.
The deep pool, shallow
Algal growth covers over
Consult a professional to remove
water and shallow land
50% of the deep pool and
and control the algal growth.
areas
shallow water areas.
Cattails, phragmites or other
Remove the plants by wiping them
invasive plants cover 50% of
with pesticide (do not spray) -
the deep pool and shallow
consult a professional.
water areas.
Shallow land remains flooded
Unclog the outlet device
more than 5 days after a
immediately.
storm event.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Best professional practices
Prune according to best professional
show that pruning is needed
practices.
to maintain optimal plant
health.
Sediment has accumulated
Search for the source of the
and reduced the depth to 75%
sediment and remedy the problem if
of the original design depth
possible. Remove the sediment and
of the deep pools.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Form SW401-Wetland O&M-Rev.3
Page 2 of 4

BMP element:
Potentialproblem:
How I will remediate theproblem:
The embankment
A tree has started to grow on
Consult a dam safety specialist to
the embankment.
remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present.
consult a professional to remove
beavers.
The micropool
Sediment has accumulated
Search for the source of the
and reduced the depth to 75%
sediment and remedy the problem if
of the original design depth.
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Plants are growing in the
Remove the plants, preferably by
micropool.
hand. If a pesticide is used, wipe it
on the plants rather than spraying.
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the NC Division of Water
damage have occurred at the
Quality 401 Oversight Unit at 919-
outlet.
733-1786.
Form SW401-Wetland O&M-Rev.3
Page 3 of 4

b
Permit
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name: ECO-INDUSTRIAL PARK
BMP drainage area number:
Print name: RANDALL WOODRUFF
Title: COUNTY MANAGER
Address: 117 NORTH NC 343
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, II1.f�,.. i° i i J F. W i i ,O . , a Notary Public for the State of
�wE�f h �a12iLu a County of 5;( 2n , do hereby certify that
ur-p)cQ r.M J /, personally appeared before me this
day of ��k�� a 011 , and acknowledge the due execution of the
forgoin7ti-A-e
ater wetlandmaintenancerequirements. Witness my hand and official
seal,
SEAL
My commission expires i O/ ,; P � -�, w
Form SW401-Wetland O&M-Rev.3
Page 4 of 4

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
Stormwater Wetland Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be c( .
corrected repaired or replaced immediate) These deficiencies can affect the inte i FIE " �'�T
P P Y gr ty ,.
of structures, safety of the public, and the removal efficiency of the BMP. '
JUN 17 2011
Important maintenance procedures:
— Immediately after the stormwater wetland is established, the wetland plants will Ante • 4 N
be watered twice weekly if needed until the plants become established
(commonly six weeks).
— No portion of the stormwater wetland will be fertilized after the first initial
fertilization that is required to establish the wetland plants.
— Stable groundcover will be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
— Once a year, a dam safety expert will inspect the embankment.
After the wet detention pond is established, I will inspect it once a month and within 24
hours after every storm event greater than 1.0 inches (or 1.5 inches if in a Coastal
County). Records of operation and maintenance will be kept in a known set location
and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the
Areas of bare soil and/or
Regrade the soil if necessary to
wetland
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide time and a
one-time fertilizer application.
Vegetation is too short or too
Maintain vegetation at a height of
Ion .
approximately six inches.
The inlet device: pipe or
The pipe is clogged (if
Unclog the pipe. Dispose of the
swale
applicable).
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged (if
applicable).
Erosion is occurring in the
Regrade the swale if necessary to
swale (if applicable).
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
Form SW401-Wetland O&M-Rev.3 Page 1 of 4

BMP element:
Potentialproblem:
How I will remediate theproblem:
The forebay
Sediment has accumulated in
Search for the source of the
the forebay to a depth that
sediment and remedy the problem if
inhibits the forebay from
possible. Remove the sediment and
functioning well.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by
hand. If a pesticide is used, wipe it
on the plants rather than spraying.
The deep pool, shallow
Algal growth covers over
Consult a professional to remove
water and shallow land
50 % of the deep pool and
and control the algal growth.
areas
shallow water areas.
Cattails, phragmites or other
Remove the plants by wiping them
invasive plants cover 50% of
with pesticide (do not spray) -
the deep pool and shallow
consult a professional.
water areas.
Shallow land remains flooded
Unclog the outlet device
more than 5 days after a
immediately.
storm event.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Best professional practices
Prune according to best professional
show that pruning is needed
practices.
to maintain optimal plant
health.
Sediment has accumulated
Search for the source of the
and reduced the depth to 75%
sediment and remedy the problem if
of the original design depth
possible. Remove the sediment and
of the deep pools.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Form SW401-Wetland O&M-Rev.3 Page 2 of 4

BMP element:
Potentialproblem:
How I will remediate theproblem:
The embankment
A tree has started to grow on
Consult a dam safety specialist to
the embankment.
remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present.
consult a professional to remove
beavers.
The micropool
Sediment has accumulated
Search for the source of the
and reduced the depth to 75%
sediment and remedy the problem if
of the original design depth.
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Plants are growing in the
Remove the plants, preferably by
micropool.
hand. If a pesticide is used, wipe it
on the plants rather than spraying.
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
Re air or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the NC Division of Water
damage have occurred at the
Quality 401 Oversight Unit at 919-
outlet.
733-1786.
Form SW40 1 -Wetland O&M-Rev.3 Page 3 of 4

Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name: ECO-INDUSTRIAL PARK
BMP drainage area number:
Print name: RANDALL WOODRUFF
Title: COUNTY MANAGER
Address: 117 NORTH NC 343
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.
h laW i" x. W o a Notary Public for the State of
n�u2 it RRd ��n County of �A-m ke. do hereby certify that
—Ra.rm c! COY 1AI t 0dAil14 personally appeared before me this
day of Z - p (I , and acknowledge the due execution of the
forgoing sto"water wetland maintenance requirements. Witness my hand and official
seal, ,
1E Wz
SEAL
My commission expires_ 10 1� OJ I
Form SW401-Wetland O&M-Rev.3 Page 4 of 4

T 3
aszj
- 9
rtic lor(�' Ck', s ,e �B Zia)
zBT�i�s«•-
iii Ts-f97- 747a-
X /3
lit
,�, Pv-v�
/ l �o
/ilo o�J1/ads ?
Gil
0 o;"