SW7090711_CURRENT PERMIT_20091112

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

-We
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue
Coleen H. Sullins Dee Freeman
Governor
Director Secretary
November 12, 2009
Mr. William Owens, Manager
Camden Realty Group, LLC
PO Box 1764
Elizabeth City, INC 27906
Subject: Stormwater Permit No. SW7090911
Camden Towne Center
High Density Commercial Wet Pond Project
Camden County
Dear Mr. Owens:
The Washington Regional Office received a complete Stormwater Management Permit
Application for Camden Towne Center on September 17, 2009. Staff review of the plans and
specifications has determined that the project, as proposed, will comply with the Stormwater
Regulations set forth in Session Law 2008-211 and Title 15A NCAC 2H.1000. We are
forwarding Permit No. SW7090911 dated November 12, 2009, for the construction of the
subject project.
1� / 3 0 �a-1
This permit shall be effective from the date of issuance until November 12, 2019, and shall be
subject to the conditions and limitations as specified therein. Please pay special attention to
the Operation and Maintenance requirements In this permit. Failure to establish an adequate
system for operation and maintenance of the stormwater management system will result in
future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have
the right to request an adjudicatory hearing upon written request within thirty (30) days
following receipt of this permit. This request must be in the form of a written petition,
conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office of
Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands
are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please
contact Samir Dumpor, or me at [phone].
Kincerel ,
At Hodge
Regional Supervisor
Surface Water Protection Section
AH/ so: S:\WQS\STORMWATER\PERMIT\SW7090911
cc: Samuel Nye, PE, Integrated Design (1111
Oberlin Road, Raleigh, NC 27607)
Camden County Building Inspections
Washington Regional Office
Central Files
North Carolina Division of Water Quality- Internet: www ncwatcraualitv.ure
943 Washington Square Mall Phone: [phone]
One
Washington, NC 27889 FAX [phone]
NorthCarrolliina
An Equal Opportunity/Af0rmative Action Employer -50%Recycled/10% Post Consumer Paper
Naturbll&

State Stormwater Management Systems
Permit No. SW7090911
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
Camden Realty Group, LLC
Camden Towne Center
Camden County
FOR THE
construction, operation and maintenance of one wet detention pond in compliance with
the provisions of Session Law 2008-211 and 15A NCAC 2H .1000 (hereafter referred to
as the "stormwater rules') and the approved stormwater management plans and
specifications and other supporting data as attached and on file with and approved by
the Division of Water Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until November 12, 2019, and
shall be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.7 of this permit. The stormwater control has been
designed to handle the runoff from 319,730 square feet of impervious area.
3. The tract will be limited to the amount of built -upon area indicated in Section I. of
this permit, and per approved plans.
4. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
5. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
6. The built -upon areas associated with this project shall be located at least 50 feet
landward of all perennial and intermittent surface waters.
7. The following design criteria have been provided in the wet detention pond and
must be maintained at design condition:
Page 2 of 7

State Stormwater Management Systems
Permit No. SW7090911
a. Drainage Area, acres:
b. Total Impervious Surfaces, ft2:
C. Design Storm, inches:
d. Pond Depth - average, feet:
e. TSS removal efficiency:
f. Permanent Pool Elevation, FMS�:
g. Permanent Pool Surface Arei, ft
h. Permitted Storage Volume, ft :
i. Temporary Storage Elevation, FMSL:
j. Predevelopment 1 year 24 hour:
k. Post development 1 year 24 hour:
I. Controlling Orifice:
M. Permitted Forebay Volume, ft3:
n. Fountain Horsepower, HP
o. Receiving Stream/River Basin: Sawyers
P. Stream Index Number:
q. Classification of Water Body:
II. SCHEDULE OF COMPLIANCE
10.73
319,730
1.5
4.25
90%
1.50
27,460
86,014 at temporary pool el
4.00
0.36 ft3/s
1.05 ft3/s
3.0"0 pipe
21,728
1/3 HP
Creek / Pasquotank River basin
30-3-6
"C Sw"
1. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. The permittee shall at all time provide the operation and maintenance necessary
to assure the permitted stormwater system functions at optimum efficiency. The
approved Operation and Maintenance Plan must be followed in its entirety and
maintenance must occur at the scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowin.9 and re -vegetation of slopes and the vegetated filter strip.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device, level
spreader, filter strip, catch basins and piping.
g. Access to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept for each permitted BMP. The
records will indicate the date, activity, name of person performing the work and
what actions were taken.
5. The permittee shall submit to the Division of Water Quality an annual summary
report of the maintenance inspection records for each BMP. The report shall
summarize the inspection dates, results of the inspections, and the maintenance
work performed at each inspection.
6. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
7. Decorative spray fountains will be allowed in the stormwater treatment system,
subject to the following criteria:
a. The fountain must draw its water from less than 2' below the permanent
pool surface.
b. Separated units, where the nozzle, pump and intake are connected by
tubing, may be used only if they draw water from the surface in the
Page 3 of 7

State Stormwater Management Systems
Permit No. SW7090911
deepest part of the pond.
c. The falling water from the fountain must be centered in the pond, away
from the shoreline.
d. The maximum horsepower for a fountain in this pond is 1/3 horsepower.
8. The facilities shall be constructed as shown on the approved plans. This permit
shall become void unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other
supporting data.
9. 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.
10. 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.
11. 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.
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. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
14. A copy of the approved plans and specifications shall be maintained on file by
the Permittee at all times.
III. GENERAL CONDITIONS
1. 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 completed Name/Ownership Change form, to the Division of Water
Quality, signed by both parties, and accompanied by supporting documentation
as listed on page 2 of the form. The project must be in good standing with the
Page 4 of 7

State Stormwater Management Systems
Permit No. SW7090911
Division. 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.
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.
4. 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.
5. 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.
6. 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.
7. The permit issued shall continue in force and effect until revoked or terminated.
The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and re -issuance or
termination does not stay any permit condition.
8. 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.
9. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
10. The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit
as allowed by the laws, rules and regulations contained in Session Law 2006-
246, Title 15A NCAC 2H.1000, and NCGS 143-215.1 et.al.
11. The permittee shall notify the Division of any name, ownership or mailing
address changes at least 30 days prior to making such changes.
12. This permit shall be effective from the date of issuance until November 12, 2019.
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.
Permit issued this the 12th day of November, 2009,
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
tA0b<4J-'— for
oI n H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Stormwater Permit No. SW7090911
Page 5 of 7

State Stormwater Management Systems
Permit No. SW7090911
Camden Towne Center
Stormwater Permit No. SW7090911
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.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
Page 6 of 7

State Stormwater Management Systems
Permit No. SW7090911
Certification Requirements:
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
15. The required system dimensions are provided per the approved plans
cc: NCDENR-DWQ Washington Regional Office
Camden County Building Inspections
Page 7 of 7

May 9, 2016
Mr. Samir Dumpor, PE
Dept. of Environment and Natural Resources
Division of Energy, Mineral, and Land Resources
Land Quality Section
943 Washington Square Mall
Washington, NC 27889
Subject: Engineer's Certification
Camden Towne Center
Permit No. SW 7090911
ECE Project. #150515
Dear Mr. Dumpor:
F
ASTERN
CAROLINA
N ENGINEERING, P.C.
MAY 13 N
Enclosed please find the Designer's Certification for the above referenced project. Please note
that, while I was not the designing engineer, I have access to both the original design plans and
the revised plans prepared by Hyman & Robey, PC. The pond has been found to have been
constructed in compliance with the design plans. The grass vegetation on the slopes is not fully
established, however the slopes have been seeded and vegetation is beginning to grow. Also,
wetland plants have not yet been installed on the vegetated shelf as the water level has not yet
reached the anticipated permanent pool elevation. The water level is expected to rise with
future rain events now that dewatering activities have been suspended.
If you have any questions, please do not hesitate to contact this office at [phone].
Sincerely,
Eastern Carolina Engineering, PC
`
' V��-
Kimberly D. Hamby, PE
Vice President - Engineering
cc: file
Mr. William Owens
Eastern Carolina Engineering, PC
P. O. Box 128 Camden, North Carolina 27921
[phone] License C-4162
w .easterncarollnaengineering.com

State Stormwater Management Systems
Permit No. SW7090911
Camden Towne Center
Stormwater Permit No. SW7090911
Camden County
Designer's Certification
1, Kimberly D. Hamby , as a duly registered Professional Engineer in the
State of North Carolina, having been authorized to observe ( eriodical eekly/ full
time) the construction of the project,
Camden Towne Center
(Project)
for Camden Realty Group, LLC (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
SignatureNx bPvIJ. fdClM i�
Registration Number O 4 / 4
Date
o••°� R 0
••; OQ' �FESS 0��'•,,�
e ti9 y
L y s
042614
F
GI NEE
����"'C�Y� Du, gar``•
Page 6 of 7

it State Stormwater Management Systems
Permit No. SW7090911
Certification Requirements:
X 1. The drainage area to the system contains approximately the permitted
acreage.
X 2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
X 3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
X 4. All roof drains are located such that the runoff is directed into the system.
X 5. The outlet/bypass structure elevations are per the approved plan.
X 6. The outlet structure is located per the approved plans.
X 7.. .Trash rack is provided on the outlet/bypass structure.
X' 8. All slopes are grassed with permanent vegetation.
X 9. Vegetated slopes are no steeper than 3:1.
X 10. The inlets are located per the approved plans and do not cause short-
circuiting of the system. ,
X 11. The permitted amounts of surface area and/or volume have been
provided.
X 12. Required drawdown devices are correctly sized per the approved plans.
X 13. All required design depths are provided.
X 14. All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
X 15. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Washington Regional Office
Camden County Building Inspections
'All slopes have been seeded; however, seeding occurred recently and slopes are not yet fully
vegetated. The vegetated shelf is properly sloped, but wetland plants have not yet been installed.
Page 7 of 7

wcc
DWQ USE ONLY
Date Received
Fee Paid
Permit Number
SEP
1 7 2009
s 49n
State of North Carolina Sw4cq _ 9/I$/69
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Ca„Acyj R<<.I FLLC
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
3. Mailing Address for person listed in item 2 above:
City: �t Z_.be {,. C;I
Phone: 9 5
Email: rJvv o w ch 5 Q h [ at4t o5. nz+
State: tJ L Zip: a
Fax:
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Q w�t�t.v. Tow, c C,t .Jr e, v'
5. Location of Project (street address):
Pic 3 H 3 4- as 15 S T V4e r-s-r-ccM
City: C'r �t�v County: Ca wt d e rj Zip: Z-1 `1 I) (�
6. Directions to project (from nearest major intersection):
fro'C'J i5 oh 44+4-e-ftK s�r..A �J (erne,— o* n«-
US 156
7. Latitude:_Yo° 51 ' 5 9 " N Longitude:—Ic ° 1� ' l 9 " W of project
8. Contact person who can answer questions about the project:
Name: scx,,o4nA K. N c_ PE Telephone Number: 9 ) Z 3 2 - 610 S 8
Email, Sfvt®t 'Atp,Cowm
II. PERMIT INFORMATION:
1. Specify whether project is (check one): [�Iew ❑Renewal ❑Modification
Form SWU-101 Version 09.25.08 Page 1 of 4

2. if Otis application is being, submitted as the result of a renewal or modiik?tion to an existing pew t, list he
existing permit num'oer and its issue date (i` k)own)
3. Specify the type of project (check one):
❑Low Densi [l`iigh Density ❑Redevelop ❑General Permit UUn versa- SI 1 []Other
4. Additional Project Requirements (check applicable blanks; information on reouireci state pets can be
obtained by contacting the Customer Service Center at 1-577-623-6745):
❑CAMA Major sedimentation/Erosion Control �04/401 Permit UNPDES Industrial Stormwater
III. PROTECT WFORNUTIONT
1. In the space provided below, summarize how stormwater will be treated. ALso attach a detailed narrative
(one to two pages) describing stormwater management for the proiect.
1 ✓•- c e �-� v z S r i c. -c c1, al ='> y S +o r •n 5 --erS a rJ J rA c...
�o �r � � �t� �� ' �.l�� Po.�J _ �a,._� � s✓ s, , , „I �� 9 o ro T s s
� a a r-"-) 4 ( 7'ep3 ID nn�r- r'A ci V. vcG l ,
va Le��k
2. Sto_rmwater runoff from this project drains to the ? ° S � River basin.
3. Total Property Area: f 9 , 3i acres 4. Total Coastal Wetlands Area: acres
5. Total Property Area (3) - Total Coastal Wetlands Area (4) = Total Project Area": 1 3 • 1 S acres
6. (Total Impervious Area / Total Project Area) X 100 = Project Built Upon Area (BUA):
7. How many drainage areas does the project have?_ 4
S. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheetwith nth the information for each area provided in the same format as below.
For high density rojects, complete the table with one draina-e area for each engineered stormwater device.
�,. f'�V a'& m uq`r ,b„ �.-ra �- - .=r..�.�r�rs� .� _...s
aS1Z7-a13n �,y .v .i�tna 7•e •�_,"" »a r:..z'rY•?DS.au1'3a'�"`is`e.
Receiving I Sawc{c.r 5 CrIL IW SC�W4c-r 5 Crt-k
Stream Class B Index No. I r- - S �.r
Total Drainage Area (sf) L4 (>.-714 6 2 _11 $, O H I
On -site Drainage Area (sf) I ( (07 1 `tS Z
Off -site Drainage Area (sf) D p
Existing Impervious' P.rea (sf) Q FO
Proposed Impervious 4rea (sf) 3 19 —7 3 0 O
% Impervious' Area (total) . ro a, 4 70 070
Ina o szunissaaPa m e^ j/0r -. � TMg a zmRe?�ea 3�
On -site Buildings (sr� r t "� 3 y (o O
On -site Streets (sf) O
On -site Parking (sf) G,�ck a In ( O
On -site Sidewalks (sf) 0
Other on -site (sf)
Off -site (SO I O
Total (sr): 31 9 `1 3 0 I
Impervious area is defined as the buiii upon area including, but not limiied to, buildings, roads, narking areas,
sidewalks, -vavel areas, etc.
percentage calculation. This is the area used to calculate overall percent project bvili upon area (BLLA).
Form S7dT-102 Version 09.25.08 Pa2--2 o; 4

b. ''Com.-olete file i011cwJS2 _'LG'.aton-oI each La_�age area. 1i thcie aIe more ti �.cn , wo C a:u.aae lea m the
-O 0)eCt, E-ach an aaLra ral Site--t Vv7=: "ule IILOr_'Laaon mi each -ea 770 v io'.ed _"i --Le Sa- 'O Lat aS DeloW.
^O? _hlg]l dePSiZ ?0]eC5; CGmDlete -Re table Vv'i it One La_.2vE a --ea i0? eac:^ o-',�_1eeTeG' Si0 =TlW 3ieT- Qe4;CS.
Steil Name
Strom Cass & --Ldex No.
iota! Diai7a Area (sf�
G -s4le Dra_-lage Area (s1�
0r-site Drainage Area (sr�
Area (sib
PrODOSed impennous-Area (sl
% Im-oerviol:s' Area (totai)
Sg w u L Y, is C-w —
G30-3_�
4`l,`ara�
- A0,g16-_
O
i I,o�3
C5Sw
��f83
O _
O
0
0,070
>' u,.rT•�' Wz-i„ m ro ter-. ^-"'3- �" ':s . •�.. ,y .e'— -.: :.�— �.^vu::Mv
MON
On -Site Buildings (Sf� I -
On -ate Streets (s?�
Cr_t-site Pa=�ng (sr'
Cr.-site Siciewa as (sr� I Q I
Offier on -site (sf�
Off' -site (si)
Total (sf�: D
impevious area is dcFned as the built upon area mc2uding, but not Hmited to, buildings, roads, parka+g areas,
sidemaiics, o avel areas, etc
'Total project area shall be calculated to e--Hude Coastal We`_landsjlrom use when calculating the bu77t upon area
percentage calculation T"nis is the area used to calculate overaa percent proiec butt upon. area (BLLI).
Pteca,vinlg Streas Name
Stream. Less & Iidex N
TotalD=-�-ao Area (st)
Oi:-site Dram?g-e Area (,
=ea (SO
- Cw-
So-3-
33)yz3
3 3, i z3
)as=g Irlpervions' Area (sf� Q 2 % 0 5
Proposed Impe_-nious'zea (sib O 3 3 `%3 jl
% lmpe:vious Area (total)
On -site Strew ( (s 3
- I 3 14 3�
G-:-site Pz=1sg (s1�
V%-Site Rcl.ewai: (SI�
I Orze_T on -site (Si'
I © o
Total -3
impe v ous ¢rea s d Ir_ed as t t cult upon area ineiud no, m t no m: eG. -o, cv zrgs, ; o¢as, panting arm ,
sidewal s, g7avel areas, etc.
'toll vroject area shad be calculated to exclude Coastal Wetlandsjfrm Yee wi en a^iclayno the'cuvt upon area
percentage caL--vial, on. This is the area used to calCuc -e ov_>. all percent proje_ ca_!t upon area (HLi -).

'�. •Gcmpl?te t_`le i0!lowina 'information for each dzai.r�age area. L here are more _ : iW_0 a7=ac'e areas In me
project, atach an adLtiona1 sheet with the info=atlon for each area pio�7ded —in the same fo=at as Delow.
Fn-h; o-'n rian C;T n*,pro-=_ rmm�leie the tahle ti�tn one drai-laee area for each ensineered stormwater device.
i>.?.Y....,K,#,.,..
.a °...._.��..��Z.s235hMM, e .
Y M
iZeC2lvul0 JLi cool lV a:7le I
Sp w V G li is `--' —" Lc I
Q '-� u r ✓ 5
Stream Cass & index No.
Total Drainage Brea (sr,
On - site Drainage Area (si)
S D
3 3
Off -site Drainage Area (sr�
O
6
Existing lmpen ious" Area (sf�
Proposed Impervious' Area (sf)
I
3 L{ 3
°/a Impervious" Area (total)
(J DO %
D , D (D %
,;;� � .:,e�. � ;.y�
-.•• .ems ��-. �, �- �.
�- �,�-�,----•_ ' �A� '� �.:
C)
On -site Buildings (sf)
D
On -site Streets (sr)
( Q I
3 3y 3
On -site Paxidng (sf)
D
I D
On -site Sidewalks (sf)
©
D
Other on -site (sf)
Q
Q
Off -site (sf)
O
D
Total (sr):
LL j
Impervious area is defined as the built upon area incivama our not Hrnired to, buud:ngs, roads, par ng areas,
sidewalks, gravel areas, esc.
"Total project area shall be calculated to exclude Coastal Wetlands from use when caicuia� ng the built upon area
percentage calculation. This is the area used to calculate overall percent proje-ct bunt upon: area
FormSWU-101 Version09.25.08 Page2of4 (!7✓ '��C Ar-t`

9. How was the off -site impervious area listed above derived? S tn' r V G U ra c r j a I l p sr,,tiu�
Projects in Union Counts=: Contact the D4VQ Central Office staff to check to see if you project is located
within a Threatened & Endangered Species watershed that may be subject to more stringent stormwater
requirements.
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
One of the following property restrictions and protective covenants are required to be recorded for all
subdivisions, out parcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table
listing each lot number, size and the allowable built -upon area for each lot must be provided as an attachment.
Forms can be downloaded from htt07//.h2o.e-�u..qtate.nc.us/sufbmp forms htm - deed restrictions.
Form DRPC-1 High Density Commercial Subdivisions
Form DRPC-2 High Density Developments with Outparcels
Form DRPC-3 High Density Residential Subdivisions
Form DRPC-4 Low Density Commercial Subdivisions
Form DRPC-3 Low Density Residential Subdivisions
Form DRPC-6 Low Density Residential Subdivisions with Curb Outlets
By your signature below, you certify that the recorded property restrictions and protective covenants for this
project shall include all the applicable items required in the above form, that the covenants will be binding
on all parties and persons claiming under them, that they will run with the land, that the required covenants
cannot be changed or deleted without concurrence from the NC DWQ, and that they will be recorded prior to
the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state storm -water management permit supplement form(s) listed below must be submitted for each
BlvT specified for this project. Contact the Stormwater Perm tting Unit at [phone] for the status and
availability of these forms. Forms can be downloaded from hlt2-//h)-o.eni.state.nc.us/sufbmo forms.htm.
Form SW401-Low Density
Form SW401-Curb Outlet System
Form SW401-Off-Site System
Form SW401-Wet Detention Basin
Form SW401-Infiltration Basin
Form SW401-Infiltration Trench
Form SW401-Bioretention Cell
Form SW401-Level Spreader
Form SW401-Wetland
Form SW401-Grassed Swale
Form SW401-Sand Filter
Form SW401-Permeable Pavement
Form SW401-Cistern
Low Density Supplement
Curb Outlet System Supplement
Off -Site System Supplement
Wet Detention Basin Supplement
Infiltration Basin Supplement
Underground Infiltration Trench Supplement
Bioretention Cell Supplement
Level Spreader/Filter Strip/Restored Riparian Buffer Supplement
Constructed Wetland Supplement
Grassed Swale Supplement
Sand Filter Supplement
Permeable Pavement Supplement
Cistern Supplement
Form SV,7U-101 Version 09 25.08 Page 3 of 4

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Office. (Appropriate office may be found by locating project on the
interactive online map at htto://h2o.enr.state.nc.us/su/msi maps.htm)
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
Initials
• Original and one copy of the Stormwater Management Permit Application Form
Sr N
• Original and one copy of the Deed Restrictions & Protective Covenants Form (if
S r- A.)
required as per Part IV above)
• Original of the applicable Supplement Form(s) and O&M agreement(s) for each BMP
S r ro
• Permit application processing fee of $505 (Express: $4,000 for HD, $2,000 for LD)
payable to NCDENR
S r n-)
• Calculations & detailed narrative description of stormwater treatment/management
SrA-)
• Copy of any applicable soils report
S r r'.)
• Two copies of plans and specifications (sealed, signed & dated), including:
5 r 10
- Development/Project name
- Engineer and firm
-Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
1TAIl![tlq►1W.11111:IQ3Y..UY[U►1
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf (such as additional information requests), please complete this section. (ex. designing engineer or firm)
Designated agent (individual or firm): Z
Mailing
City: f
Phone: ( I I q ) S 3Z - (O 58
Email:,Srv) . cows
VIII. APPLICANT'S CERTIFICATION
1J Gs 1
State: N C- zip: 21 101
Fax: (9t9 ) '�39- Z255
1, (print or type name of person listed in General Information, item 2) in/i I j i a m O w c nS
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of 15A
NCAC 21-1.1000.
Date: `i/ 9�Zoocl
Form SWU-101 Version 09.25.08 Page 4 of 4

FINANCIAL RESPONSIBILITY/OWNERSHIP FORM
SEDIMENTATION POLLUTION CONTROL ACT
No person may initiate any land -disturbing activity on one or more acres as covered by the Act before this
form and an acceptable erosion and sedimentation control plan have been completed and approved by the
Land Quality Section, N.C. Department of Environment and Natural Resources. (Please type or print and, if
the question is not applicable or the e-mail and/or fax information unavailable, place N/A in the blank.)
Part A.
1. Project Name Camden Towne Center - Lot 3 111 J I
2. Location of land -disturbing activity: County Camden City or Township Courthouse Tw
3.
4.
5.
6.
VA
a
Highway/Street NC343 & 1.1S158 Latitude 36.3286 Longitude=
Approximate date land -disturbing activity will
Purpose of development (residential, commercial, industrial, institutional, etc.): commercial
Total acreage disturbed or uncovered (including off -site borrow and waste areas): 8 acres
Amount of fee enclosed: $ 520.00 . The application fee of $65.00 per acre (rounded
up to the next acre) is assessed without a ceiling amount (Example: a 9-acre application fee is $585).
Has an erosion and sediment control plan been filed? Yes X No Enclosed X
Person to contact should erosion and sediment control issues arise during land -disturbing activity:
Name William Owens E-mail Address wwowens7CaDgmail.com
Telephone[phone] Cell # 252-202-9661 Fax # [phone]
Landowner(s) of Record (attach accompanied page to list additional owners):
Camden Realty Group, LLC 252-202-9661
Name Telephone
252-335-7425
Fax Number
P. O. Box 2241 207 S. Poindexter Street
Current Mailing Address Current Street Address
Elizabeth City NC 27909 Elizabeth City, INC 27909
City State Zip City State Zip
10. Deed Book No. See Page No. Below Provide a copy of the most current deed.
Part B. DB/PG: 252/694, 266/238, 255/855, 329/168, 264/582
Person(s) or firm(s) who are financially responsible for the land -disturbing activity (Provide a
comprehensive list of all responsible parties on an attached sheet):
Camden Realty Group, LLC wwowens7(ftmail.com
Name E-mail Address
P. O. Box 2241 207 S. Poindexter Street
Current Mailing Address Current Street Address
Elizabeth City NC 27909 Elizabeth City NC 27909
City State Zip City State Zip
Telephone [phone] Fax Number 252-335-7425

2. (a) If the Financially Responsible Party is not a resident of North Carolina, give name and street address
of the designated North Carolina Agent:
Name
Current Mailing Address
City State Zip
Telephone
E-mail Address
Current Street Address
City State
Fax Number
(b) If the Financially Responsible Party is a Partnership or other person engaging in business under an
assumed name, attach a copy of the Certificate of Assumed Name. If the Financially Responsible
Party is a Corporation, give name and street address of the Registered Agent:
Name of Registered Agent
rrent Mailing Address
E-mail Address
Current Street Address
City State Zip City State
Fax
The above information is true and correct to the best of my knowledge and belief and was provided
by me under oath (This form must be signed by the Financially Responsible Person if an individual
or his attorney -in -fact, or if not an individual, by an officer, director, partner, or registered agent with
the authority to execute instruments for the Financially Responsible Person). I agree to provide
corrected information should there be any change in the information provided herein.
William W. Owens
Type or print name
Signature
Manager Member
Title or Authority
b - 3- iy
Date
I, :K,o \' l i n S• AFa r Yl S , a Notary Public of the County of C alend e✓1
State of North Carolina, hereby certify that \NNk\10LM W. OVJtV S appeared
personally before me this day and being duly sworn acknowledged that the above form was
executed by him.
Witness my hand and notarial seal, this 21"::'- day of iO(NA-Ober 20 124
,,�Nn�Wgry
#OTg9v+' Notary
Seal
iA A?JBL,G �O My commission expires 3 18
9
H COUN`

Permit
Qo be provided by DWQ)
®.
020E W AT f9 O
h r
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
.
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled oul, printed and submitted.
The Required Items Checklist (Pad 111) must be printed, filled out and submitted along with all of the required information.
I�P,ROJECT INFORMATION
Project name
Camden Towne Center,�';•, l'-a
Contact person
( :'. :. > .x „}_•'. _ 'Miliam-Owens
Phone number
f919932 6658 „k �,
i 4s- v
Date
`3'Ndv-09
Drainage area number
iDrainage area 1A4;1 -tz
'„'
II..IDESIGNINF.ORMATION'_
Site Characteristics
�yX(�
Drainage area
_
I T. °`'<467;399! }2
�i
Impervious area, post -development
,' .319,730! If
Impervious
68.41 %
NOV 0 6 2009
Design rainfall depth
I' .-'V5;in
Storage Volume: Non -SA Waters
+.
�•
Minimum volume required
_
I`-38;8911W OK
'. +"' � r �'� - "
Volume provided
s
86 0141 fls
OK, volume provided is equal to or In excess of volume required.
Storage Volume: SA Waters
1.5'runoN volume
P-.-."I fts
Pre -development l-yr, 24-hr rung
i it s
Post -development 1-yr, 24-hr runoff
Minimum volume required
0It,
Volume provided
r a
It
Peak Flow Calculations
Is the prelposl control of the lyr 24hr storm peak flow required? _
7'. —Y -"j(Y or N)
1-yr, 24-hr rainfall depth
I �_ :. .:,' 3Aj in
Rational C, pre -development
0:23j(unifless)
Rational C, post -development
= ,0.701(unifless)
Rainfall intensity:l-yr, 24-hr storm
; '--u,7,>014t irdhr OK
Pre -development 1-yr, 24-hr peak flow
0.36 flslsec
Post -development 1-yr, 24-hr peak flow
1.05 fls/sec
PrelPost 1-yr, 24-hr peak flow control
0.70 ftslsec
Elevations
Temporary pool elevation
�'4'00•fmsl
Permanent pool elevation
1"'s„ C1t50; fmsl
SHWT elevat'ion(approx. at the perm. pool elevation)
;2'50!fmsl
Top of 10ft vegetated shelf elevation
a?., _.t ,` .''2.00,fmsi
Bottom of 10ft vegetated shelf elevation
'.`:1(00Jmsl
Sediment cleanoul, tap elevation (bottom of pond)
_ ' 4'50 first
Sediment cleanoul, bottom elevation
--5.50!fmsl
Sediment storage provided
1.00 If
Is there additional volume stored above the state -required temp. pool?
_'Yx'',` (Y.or N)
Elevation of the top of the additional volume
;. A..0 fmsl OK
Form SW401-Wet Detention Basin-Rev.6-2120,09 Parts I.811. Design Summary, Page 1 of 2

.'
Permit No.
(to be provided by DWD)
Surface Areas
Area, temporary pool
Area REQUIRED, permanent pool
SAIDA ratio
Area PROVIDED, permanent pool, A�_,a
Area, bottom of 1011 vegetated shelf, A.
Area, sediment deanout, top elevation (bottom of pond), A,,,py
Volumes
Volume, temporary pool
Volume, permanent pool, V� -Poy
Volume, forebay (sum of forebays if more than one forebay)
Forebay % of permanent pool volume
SAIDA Table Data
Design TSS removal
Coastal SAIDA Table Used?
Mountain/Piedmont SAIDA Table Used?
SAIDA ratio
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
Volume, permanent pool, V.-Pi l
Area provided, permanent pool, A._,,
Average depth calculated
Average depth used in SAIDA, d„, (Round to nearest 0.5ft)
Calculation option 2 used? (See Figure 10-2b)
Area provided, permanent pool, A._p,
Area, bottom of 1 Oft vegetated shelf, A.L r
Area, sediment deanout, top elevation (bottom of pond), Aos_ ,
'Depth' (distance bbw bottom of 1 Oft shelf and top of sediment)
Average depth calculated
Average depth used in SAIDA, d„, (Round to nearest 0.51t)
Drawdown Calculations
Drawdown through orifce?
Diameter of orifice (if circular)
Area of orifice (if -non -circular)
Coefficient of discharge (CD)
Driving head (H.)
Drawdown through weir?
Weir type
Coefficient of discharge (C„)
Length of weir (L)
Driving head (H)
Pre -development 1-yr, 24-hr peak fiow
Post -development 1-yr, 24-hr peak flow
Storage volume discharge rate (through discharge orifice or weir)
Storage volume drawdown time
Additional Information
Vegetated side slopes
Vegetated shelf slope
Vegetated shelf width
Length of flowpath to width ratio
Length to width ratio
Trash rack for overfow & orifice?
Freeboard provided
Vegetated filter provided?
Recorded drainage easement provided?
Drain mechanism for maintenance or emergencies
Form SW4D1-Wet Detention Basin-Rev.62120Ne
ft'
- 25,707 ft'
f '. •_; ,;5:501(unilless)
27;460;ft` OK
23,413!It'
.-9!344;e
211,72ft`
21.7% % OK
:n .:�',Y% °s(Y or N)
'::.(Y or N)
5.50 (unidess)
;,(Yor N)
"It
OK
..:'s �.;;.: [23.4131ft
OK
'9,344Iftz
OK
Cil
--: 15.501ft
OK
im- - ::'4'.5jft
OK
`.'3.00 in
0.60 (unitless)
0:83ft
_ r'N, 7(YorN)
.1(unitless)
:(unitless)
r." 0.36j ft3lsec OK
f05', ftalsec OK
OK, drays down in 2-5 days.
'2>10�days
OK, drawdown time is correct.
T'h3':1
OK
A01:1
OK
#d 0:0;ft
OK
"3-:1
OK
!' 1I8. 1
OK
-Yj`_,--;(Y or N)
OK
s; 1.2;ft
OK
nK
Parts I. & II. Design Summary, Page 2 of 2

.� - Permit No.
(to be provided by DWQ)
Please indicate the page or plan sheet numbers where the supporting documentation can be found.An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Page/ Plan
Initials
Sheet No.
S rt_>
Zoo
1. Plans (1" - 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Basin dimensions,
- Pretreatment system,
- High flow bypass system,
- Maintenance access,
- Proposed drainage easement and public right of way (ROM,
- Overflow device, and
- Boundaries of drainage easement.
5 ✓ N
4o y
2. Partial plan (1" = 30' or larger) and details for the wet detention basin shoving:
- Outlet structure with trash rack or similar,
- Maintenance access,
- Permanent pool dimensions,
- Forebay and main pond with hardened emergency spillway,
- Basin cross-section,
- Vegetation specification for planting shelf, and
- Filter strip.
5 ✓'ram
3. Section view of the wet detention basin (1" = 20' or larger) showing:
- Side slopes, 3:1 or lower,
- Pretreatment and treatment areas, and
- Inlet and outlet structures.
S r^A;
2-0 2-
4. If the basin is used for sediment and erosion control during construction, clean out of the basin is specified
�c s
on the plans prior to use as a wet detention basin.
5. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for forebay,
to verity volume provided.
SW110
Z o Z
6. A construction sequence that shows how the wet detention basin will be protected from sediment until the
entire drainage area is stabilized.
S/a
c Jc__5
7. The supporting calculations.
S �N
8. A copy of the signed and notarized operation and maintenance (O&M) agreement.
S✓w
—�c�
9. A copy of the deed restrictions (if required).
fp✓
a _c
10. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. County
soil maps are not an acceptable source of soils information.
Form SW401-Wet Detention Basin-Rev.6-2/20/09 Part III. Required Items Checklist, Page 1 of 1

SEP 17 2009
High Density Developments with Outparcels
Deed Restrictions & Protective Covenances
In accordance with Title 15 NCAC 2H.1000, the Stormwater Management Regulations, deed
restrictions and protective covenants are required for High Density Developments with Outparcels
where outparcel lots will be subdivided from the main tract and sold. Deed restrictions and protective
covenants are necessary to ensure that the development maintains a "built -upon" area consistent with
the design criteria used to size the stormwater control facility.
1, LJilliar,n Owens , acknowledge, affirm and agree by my signature below, that I will
cause the following deed restrictions and covenants to be recorded prior to the sale of any outparcel or
future development area:
1. The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number as issued by the Division of Water Quality
under NCAC 2H.1000,
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
3. These covenants are to nun with the land and be binding on all persons and parties clatrning
under them.
4. The covenants pertaining to stormwater may not be altered or rescinded without the express
written consent of the State of North Carolina, Division of Water Quality.
5. Alteration of the drainage as shown on the approved plan may not take place without the
concurrence of the Division of Water Quality.
6. The maximum built -upon area for the outparcel(s) shown on the approved plans is as follows:
R.
10,
Outparcel # BUA Outparcel # BUA
0.695A0.Sy2-At.
2 0:105 A�
These allotted amounts include any built -upon area constructed within the property boundaries,
and that portion of the right-of-way between the lot lines and the edge of the pavement. Built
upon area includes, but is not Limited to, structures; asphalt, concrete, gravel, brick, stone, slate,
coquina and parking areas, but does not include raised, open wood decking, or the water
surface of swimming pools.
The runoff from all built -upon area within the outparcel or future development area must be
directed into the permitted stormwater control system.
Built -upon area in excess of the permitted amount will require a permit modification.
The connection from the outparcel's collection system into the stormwater control shall be made
such that short-circuiting of the system does not occur.
For those outparcels or future development areas whose ownership is not retained by the
permittee, the new owner shall submit a separate offsite stormwater;,ermit application to the
Division of Wat r Quality and receive a permit prior to construction.
Signature:jr _Date:_
I, a. , a Notary Public in the
State of l a*rZCounty of P� '
do hereby certify that (,_j &k UL,- _ — w __ou personally appeared
before me this the /y::;CA day of ilyf 20_c, and acknowledge
the due execution of the foregoing instrument. Witness my hand and official seal, , ✓r /;
SEAL..'
r ;,
Signature
My Commission expires MyComtelsslanB hes5/12/2014
Form DRPC-2 Rev.t Page 1 of' i

SEP 17 2009
Permit Number:
(to be provided by DiV'Q)
Urlinagc Area IJumber.
Wet Detention Basin Operation and Maintenance Agreement
I will keep a maintenance record on this B%-1P. 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 inunediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the B1vlP.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the Vegetated filter if one is provided.
This system (check one):
❑ does ® does not incorporate a vegetated filter at the outlet.
This system (check one):
❑ does ® does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
— Inunediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly sit: weeks).
— No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
— Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
— If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
— Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected 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 should be kept in a known set
location and must be available upon request.
Inspection activities shall he performed as follows. Any problems that are found shall
Lie repaired immediately.
B1 11' element:
( Potential problem:
How I will remediate the problem:
The entire BIV1P
j 'Prash/debris is present
Remove the trash/debris. _ !
The perimeter of the wet
Areas of hire soil and/or
j Regrede the soil if necessary to
detention basin
erosive guIlics have formed.
remove the gully, and then plant a
ground cover and water until it is
j established. Provide lime and a
one-time fertilizer ap licaticn.
_
Vegetation is too short or ton
Ion ._
'Maintain vegetation ata heightof
andtrosimately six inches. _j
Fomi SW401-Wet Detention Basin O&M-RevA Page 1 of 4

Petit Number.
(m be 11rovidE i by offQ)
Drainage Area Numbera, _
BMP element: ( Potential problem: How I will remediate the roblem:
The inlet device: pipe or The pipe is clogged. Unclog the pipe. Dispose of the
swale _ _ sediment off -site.
The pipe is cracked or Replace the pipe.
otherwcse damaged.
Erosion is occurring un the grade the sw•al( if necessary to
swale. -- - smooth it over and provide erosion
Control devices such as reinforced
turfmatting or riprap to avoid
future problems with erosion
The forebay Sediment has 2dt utaulated to Search for the source of the
a depth greater than the sediment and rennedy the problem if
original design depth For possible. Remove the sediment and
sediment storage, dispose tit it in a location where it
will not cause impacts to strums 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 pesticide is used, wipe it on
the plants rather than sera
The vegetated shelf Best professional practices Prune according to best professional
show that pruning is needed practices
to maintain optimal plant
health. _
Plants are dean, diseased or Determine the source of the
dying. problem: soils, hydrology, disease,
1 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.
14teeds are p e e:nt. I Remove the weeds, preferably by
hand. if pesticide is used, wipe it on
the plants rather than srrayin .
The main treatment area Sediment has accumulated to Search for the source of the
a depth greater than the sediment and remedy the problem if
original design sediment possible. Remove the sediment and
storage depth. clispose of it in a location where it
. will not cause impacts to streams or
j the BMP.
Algal growth covers over Consult a professional to remove
SU% of the area. and control the algal rowth.
Cattails, phragmttes or other , Remove the plants bygwiping them
invasive plants cover 50% of with pesticide (do not spray)
the basin surface
Form SW401-Wel Detention Basin O&M -Rev.! Pa_e 2 of 4

Permit Number:
(to be provided he DIYQ)
Drainaec Area
AMP element: _
The embankment
Potential rp oblem: _
Shrubs have started lit vror
flow I will rem_ediate the problem:
Remm;c shrubs immediately.
on the embankment.
Evidence of muskrat of
I Use tra is to remove muskrats and
beaver activit , is present.
_
I consult a professional to remove
( beavers.
_
A tree has started to grow on
—
Consult a dam safety specialist to
the embankment.
-an
remove the tree.
An annual inspection b
Make all needed repairs.
appropriate professional
shoves that the embankment
needs rejlair, it at r1) icable)
Clogging has occurred.
File outlet device is damaged
The outlet device
�-
_
Clean out the outlet device Dispose
of the sedunent off site. -�
Repair or replace the outlet device.
1 The receiving water
Erosion or other signs of
Contact the local NC Division of
!, damage have occurred at the
Water Quality Regional Office, or
outlet.
the 401 Oversight Unit at 979-733-
1786.
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads -1,5- feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads -1 feet in the forebay, the sediment shall
be removed.
BASIN DIAGRAM
(lilt in the hlan6)
Permanent Pool Elevation I.
Sediment Removal E . _I Pe marICTI Pool
i-- Volume------SedintentRemovalElevanon_J.5------ Volume
Bottom Elcvatiot _?. -ft Min.
----- - ---—
Sediment _ Bottom Elevation -_5.5 1-ft n.
Storage Sediment
Storage
FOREAAY MAIN POND
Norm SW401-Wer Detention Basin O&M-Rev.4 Page 3 of 4

Penny
(i,,t he Provided by Dlt'Q)
I acknowledge and agree by my signature below that 1 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 ncune:Camilen Towne Center
BMP drainage urea number:Draimu4e Area #1
Print name: William Owens
I itle:Manaeer Camden Realtv Group, LLC
Address:P.O. Box 1764 Elizabeth City. NC 27906
Phone: [phone]
i
Signature:
Date: 4-1 y- o S.
Note: The legally responsible party should not be a homeowners association unless more than 50010 of
the lots have been sold and a resident of the subdivision has been named the president.
a Notary PubliC for the State of
N(arv� .� , County of _�_�_ C do hereby certify that
W LL, W . �tN �, �� _ personally appeared before me this _/�10�
day of ce , and acknowledge the due execution of the
forgoing wet detention hasin maintenance requirements. Witness my hand and official
seal,
My COMMjq n 8gft VZM14
My commission expires _,--
Norm SW401-Wet Detention Basin 0&bl-Rev.4 Page 4 of 4