SW3160202_CURRENT PERMIT_20160215

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. SWAG
DOC TYPE ❑ CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE �D�l�OalS,
YYYYM M D D

Energy, Mineral
and Land Resources
ENVIRONMENTAL OUALITY
February 15, 2016
Mr. David Burnett
Director of Construction
Cabarrus County Schools
P.O. Box 388
Concord, North Carolina 28026-0707
Subject: Stormwater Permit No. SW3160202
Mount Pleasant Middle School in Cabarrus County
Dear Mr. Burnett:
PAT MCCRORY
C..e,ne,
DONALD R. VAN DER VAART
Sra'chup
TRACY DAVIS
RECEIVE®
FEB 17 2016
DENR-DEMLR
Land Quality Section
Mooresville Regional Office
The Division of Energy, Mineral, and Land Resources (DELMR), received a complete Stormwater
Management Permit Application for the subject project on February 8, 2016. Staff review of the plans
and specifications has determined that the project, as proposed, will comply with the Stormwater
Regulations set forth in Title 15A NCAC 21-1.1000 and Session Law 2006-246. We are forwarding Permit
No. SW3160202, dated February 15, 2016, for the construction, operation and maintenance of the subject
project and wet pond. This permit shall be effective from the date of issuance until February 14, 2023, or
until rescinded and shall be subject to the conditions and limitations as specified therein, and does not
supersede any other agency permit that may be required.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing by filing a written petition with the Office of Administrative Hearings
(OAH). The written petition must conform to Chapter 150B of the North Carolina General Statutes. Per
NCGS 143-215(e) the petition must be filed with the OAH within thirty (30) days of receipt of this
permit. You should contact the OAH with all questions regarding the filing fee (if a filing fee is required)
and/or the details of the filing process at 6714 Mail Service Center, Raleigh, NC 27699-6714, or via
telephone at 919-431-3000, or visit their website at www.NCOAH.com. Unless such demands are made
this permit shall be final and binding.
This project will be kept on file at the Mooresville Regional Office. If you have any questions, or need
additional information concerning this matter, please contact Mike Randall at [phone]; or
mike. randall [e-mail].
Sincerely,
for Tracy E. Davis, PE, CPM, Director
cc: SW3160202 File, Mooresville Regional Office
cc: Tori Small, Westcott, Small, & Associates, PLLC
State of North Carolina I Environmental Quality I Energy, Mineral and Land Resources
1612 Mail Service Center I Raleigh. North Carolina 27699-1612
919-807.6375

State Stormwater Permit
Permit No. SW3160202
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Reabilations
i
PERMISSION IS HEREBY GRANTED TO
Cabarrus County Schools°°�ao OFry� 'Z0�6
�paai�r4�l
Mount Pleasant Middle School in Cabarrus County. seC
°aar fro
MCP
FOR THE
construction, operation and maintenance of a wet pond in compliance with the
provisions of 15A NCAC 2H .1017 (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 State and considered a part of
this permit.
This permit shall be effective from the date of issuance until February 14, 2023, 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. The wet pond is approved for the management of stormwater runoff as
described in the application documents and as shown on the approved plans.
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.
4. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
The built -upon areas associated with this project shall be located at least 30 feet
landward of all Derennial and intermittent surface waters.
Page 1 of 4

State Stormwater Permit
Permit No. SW3160202
II. SCHEDULE OF COMPLIANCE
During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
2. The permittee shall at all time provide the operation and maintenance necessary
to assure the permitted wet pond functions at optimum efficiency. The approved
Operation and Maintenance Plan must be followed in its entirety and
maintenance must occur at the scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and re -vegetation of slopes and the filter strip.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans.
f. Debris removal and unclogging of all drainage structures, level spreader,
filter media, planting media, underdrains, catch basins and piping.
g.; ; Access to the cell and outlet structure must be available at all times.
3. Records of maintenance activities must be kept for each permitted BMP. The
reports will indicate the date, activity, name of person performing the work and
what actions were taken.
The permittee shall submit an annual summary report of the maintenance and
inspection records for the wet pond. The report shall summarize the inspection
dates, results of the inspections, and the maintenance work performed at each
inspection.
The wet pond shall be constructed in accordance with the approved plans and
specifications, the conditions of this permit, and with other supporting data.
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 wet pond 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.
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.
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 was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
Page 2 of 4

State Stormwater Permit
Permit No. SW3160202
9. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of eight years from the date of the completion of
construction.
10. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change,,the permittee must
submit a completed Name/Ownership Change form"signed by`both parties, to the
State, accompanied by the supporting documentation. 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 a request to transfer the permit.
3. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the State, 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.
Page 3 of 4

State Stormwater Permit
Permit No. SW3160202
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 in writing of any name, ownership or
mailing address changes at least 30 days prior to making such changes.
12. The permittee shall submit a renewal request with all required forms and
documentation at least 180 days prior to the expiration date of this permit.
Permit issued this the 15th day of February, 2016.
for Tracy E. Davis, P.E., CPM
Director Division of Energy, Mineral, and Land Resources
Page 4 of 4

State Stormwater Permit
Permit No. SW3160202
Cabarrus County Schools
Mount Pleasant Middle School in Cabarrus 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 Name)
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.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
cc: NCDENR-DEMLR Regional Office
Page 1 of 1

S=w 316 o
e Mount Pleasant Middle School ®-4
I Mount Pleasant, INC CABARRUS County I� �a,}rI•��p�y
Tori Small, Westcolt, Small & Associates, PLLC tl�l`rr®IGI1� R
Application. '
Type of application:1 New Permit
Only complete application packages will be accepted and reviewed. A complete package includes all of the items in the checklist
below. Add any comments, and indicate the page or plan sheet number where the following information can be found. Please
Indicate that you have provided the following required information by initialing In the space provided next to each item.
j Part it Submittal' Checklist I
unm Notes r Comments Inldats
1 Original and one copy of this application form (all worksheets) and file permit
application fee. For applications submitted to the DEMLR regular permitting
program, the fee is $505 payable to NCDENR. For Express Review, click on the
link below for information and fee schedule. Contact the appropriate regional/h
S�
office Express Review Coordinalor to schedule the required pre -application
meeting.
Click here for Exmess Permli ft Into
2 A USGS map Identifying the site location. If the receiving stream is reported as
class SA or the receiving stream drains to and Is within It2 mile of SAwaters,
Ailc. Ae j
then Include the 1/2 mile radius on the Map-
3 A copy of the most current property deed.
& 'a?,
rA8
4 Two copies of additional calculations (as needed). Sealed, signed and dated.
�,,,�/ ,;/2s 'nky1.!
B�ai
5 Two sets of sealed, signed, & dated full-sized plans of the entire site at a
readable scale, including:
���;,// u�� �,•
A-;
a. Project name, engineer and firm, revision number and dates.
b. Location map with street names and SR numberslegend, north arrow, ,
//
scale.
14// J/rC2/3
l'I d'B
c. Dimensioned property/project boundary with bearings & distances.
,[.y„yyz//, j
d. The boundaries of all surfacewaters, regulatory good zones, and protected
riparian buffers or a note on the plans that none exist.
1.,//,6p i 1, - 1 tifive,-L)
e. The boundaries of all vegetated or protected rparian buffers.
�,{,.,-s j qmn;' / • •
/Mica
L Site layout showing all bulil-upon areas, drainage features, stormwater
collection systems (inlets, outlets, swales, pipe elevations, slopes and
jld
diameters), and SCMs Of ultimate build -out.
n
g. Existing contours, proposed contours, spot elevations, and finished floor
elevations../4:
Lyr. % J n�
MB✓
h. Existing drainage (including off -site), drainage easements, pipe sizes,
/
runoff calculations.
rQ,.,,
Yns,,)
.9 I. Drainage area boundaries (included In the main set of plans. not as a
f` separate document).
�Os /-Ls .,,>}.".l,-, 1)F2 t-A..,
yMyS_,�
m6 . j. Existing and proposed maintenance access routes, utility easements,
co drainage easements, public rights -of -way etc.
Ut�P .l( L((i1. 1•y Yr^'
9p.=
• -: + k. A construction sequence (hat shows how the SCMs will be protected from
00 ' sediment until the entire drainage area is stabilized
Y
�,yl ,� IOf,
r''I M -�
V 6 Two sets of sealed, signed, & dated full-sized plan details of each SCM (or
rr
C= ., -+ typical if appropriate) in both plan view and cross-section at a scale of i" = 30' or
O� t ' larger, Including:
4
a. Dimensions, side slopes, length to width ratios and elevations with a
(�'••-•
benchmark for clean -out ifappropriate.
Ll.,)a�c-SAea
6.
b. All applicable conveyance devices, including: bypass structure,
pretreatment area, flow distribution device, underdrains, outlet device, outlet
f h�i+sr .!�lo-.
dissipater and level spreader.
nl ^
r1A 0.,E
c. A table of elevations, incremental volumes and accumulated volumes (if
applicable).
r�ri•fvACer ,Ql,.�
Md..h
d. Specifications for applicable materials, such as planting media, aggregate,
sod, underdrains, outlet devices, etc.
(„(/�t-J/c�•r/..,
p13.�
STORM-EZ
Version 1.4
Application
1/25/2016
Page 1 of 4

7 Two sealed, signed, & dated planting plans for each SCM (or typical) at a scale
of t' = 20' or larger, as applicable, including:
•�
��n Sh,A PI.•^
Vvla.N
a. The locations of each species and a planting detail.
h�.c'..�.,�neel ( ,< -.
e,
b. A table summarizing the size, spacing and total quantity of each plant
species that should be used.
LA-) tart-S6,d PL..
c. The source nursery for the plants.
Wn Lr5
t1A (hr
it. A one-time fertilizer specificallon to establish plants if necessary.
M 8W
8 A soils report based on field evaluation indicating the SHWT elevations vrilhin
the footprints of the proposed SCM(s). Provide a map of the boring locations
vAth the existing elevations and boring logs. For Infiltration SCMs, the report
shall include the soil type, infiltration rate and method for determining the
vvj
infiltration rate. Soils information shall be signed and sealed by a licensed soil
9 A copy of the signed and notarized operation and maintenance (O & M)
agreement.
r�%.ctieN
Mfl�°
10 A copy of the proposed deed restrictions protecting the SCMs and limiting the
built -upon area so that it does not exceed the capacity of the SCM(s) or the high
density threshold (as applicable).
/hi1 i,,;
NCDENR Deed Reetdclion Forms
11 For corporations and limited liability corporations (LLC): Documentation from the
NC Secretary of State or other official documentation, which supports the titles
and positions held by the persons listed in the Contact Information section. The
corporation or LLC must be listed as an active corporation in good standing with
A.1
{4't ry,J
the NC Secretary of State, otherwise the application Ml be returned.
NC Dept. of the Secretary of State
12 A copy or the lease agreement or pending sales agreement if applicable.
zly/J
Ma.•>
STORM-EZ 1/2512010
Version 1.4 Application Page 2 of

Part .11%GeneraliProjecband Applicant Information
Project Name
p4MWalkerRoad
t Middle School Date: 21-Jan-16
Project Street Ad, 1111: Let: 35° 24' 40' N
City:t Zip: 26124 Long: 80°28'47'W
Directions to Project: County: CABARRUS
(from nearest intersection) NON -COASTAL
Project Applicant: Cabarrus County Schools
(Identify the corporation, organization, property owner, designated
government official, etc. which owns the protect.)
Ovmer / Signing Offcal's Name:
Title:
Address:
City:
State:
Zip:
Phone:
Fax:
Email:
Status of applicant
David Burnett
Director of Construction
PO Box 388
Concord
NC
28026.0707
704-920-2000 . - D4- Zb-2-
[e-mail]
Owner
River Basin: Yadkin
Receiving Siream(s): UTlo Adams Creek
Stream Class(es): UT- Uncalssified Adams Creek-C
Surface Water Area (ac): o Coastal vretland area (ac): 0
Total property area (ac): 53.83 Total project area (ac): 53.83
Goals/charactenstics:� Volume Matching (LID) Within loan oh Saltwater ORer system
Low Density Within 57:i of Saltwater ORW
High Density tj Within 5 miles of a public airport
BrieM summarize how the stormwater runoff wit be treated:
q .
- - ParMIL' Permitlnformation i
Status of construction: Not Started
Other permits needed: YES Sedimentation & erosion control PN90
404 Permit 1401 Certification
NO CAMA Major Permit Isolated Wetlands Permit
NO Threatened 8 Endangered Species NPDES Industrial Stormwater Permit
If an application for this project has been previously returned, provide the original project number and previous name of the project:
N/A
Provide the permit type, number
for this
If claiming vested rights, then identify (and attach) the supporting documents and approval dales:
Approval of a site -specific development Plan or PUD Approval date:
Valid building permit Issue date:
fElOther Date:
Not Started
Point of Contact:
Phone number:0
STORM-EZ 1/25/2016
Version 1.4 Application Page 3 of 4

(Option:
c
Part,IV: Additional Contact Infor'matlim I
(Note: Personi0rganization noted above maybe contacted for additional project information If applicant
cannot be reached.)
Part.V: Consultant Informations I
Complete this section if you wish to designate authority to another individual or firm so that they may provide informadon on your
behalf for this project (such as addressing requests for additional information),
�Tori Small
Westcott, Small e. Associates, PLLC
Street address: 1125 S. Elm Street, Suite
City, Slate, Zip: Greensboro. NC, 27401
Phone number(s): 336-310-1461
'Pan Vl: Property Owner/.Applicant Certification I
I, (the Ovmer & Applicant listed above), David Burnett , certify that the information Inciuded
on this permit applicant form is, to the best of my knovdedge, correct and that the project veil be constructed In conformance with the approved
plans, that the required deed restriclusion and protective covenants vAlI be recorded, and that the proposed project complies vAlh the
requirements the applicable state
state stormwater rules and re u menls. I %
SignatureADI X Date:' 1 ` /�1 ` Z� Irk
I, � 1G lir\r-1 L M�Z . a Notary Public the 51a1¢ of NOA" Qajbd "r a
County of p rrr C . do nearby certify that in it lA YOU v r_,-
personally appeared before me this, day of '1 n m r Z C I Ij ,
and acknoviledge the due execution. f the a liwlion f r st mwater permit.
Witness my hand and official seams n� �, _
commission expires l w�o
Seel
STORM-EZ 112512016
Version 1.4 Application Page 4 of 4

Operation & Maintenance Agreement
Mount Pleasant Middle School
Mount Pleasant, NC CABARRUS County
Prepared By: Tort Small, Westcott, Small & Associates, PLLC
Maintenance records snail be Kept on the following umv(s). I nis maintenance record shell be Kept In a log In a Known set locatlo
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 pollutant removal efficiency of the BMP(s).
The BMP(s) on this project include (check all that apply &
Bioretention Cell
Quantity:
Dry Detention Basin
Quantity:
Grassed Swale
Quantity:
Green Roof
Quantity:
Infiltration Basin
Quantity:
Infiltration Trench
Quantity:
Level Spreader/VFS
Quantity:
Permeable Pavement
Quantity:
Proprietary System
Quantity:
Rainwater Harvesting
Quantity:
Sand Filter
Quantity:
Stormwater Wetland
Quantity:
Wet Detention Basin
Quantity:
Disconnected Impervious Area
Present:
Soil Amendments
Present:
O&M tables
Location
Location
Location
Location
Location
Location
Location
Locations
Location
Locations
Locations
Locations
Locations
Locations
Locationi
s):
s):
s):
s):
s):
s):
s):
s):
s):
s):
s):
s):
s):
s):
s):
I acknowledge and agree by my signature below that I am responsible for the performance of the maintenance procedures listed for
each BMP above, and attached O&M tables. I agree to notify NCDENR of any problems with the system or prior to any changes to
the system or responsible party.
' Responsible Party:
Title & Organization:
Street address:
City, state, zip:
Phone number(s):
Email:
David Burnett
Director of ConstructionlCabarrus County Schools
4401 Old Airport Road
Concord, NC 28026.0707
704-920-2000 7p�- 2- 243
[e-mail]
Signature: Date: n1-28' ,0/L
I, s�i�01i)MPZ a Notary Public for the Slate of A)L)4y f l'qI yp �, q
County of K)a Y C kS � do hearby certify that 0-A tA �u i rye TT
personally appeared before me this day of �)n nuct 11 lP and
acknowledge the due execution of theOperations and Maintenance Agreement .
Witness my hand and official seal, (O AAIN 1��(t
My commission expires QC�bey '�) jui 112712016
\\I Page 1 of 3

2 r a { °rs fi „Wet Detefit lon.,Pond M16I enance?Repuirements,
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the vegetated filter if
one is provided.
Important maintenance procedures:
Immediately 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 six 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 1.6 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 be performed as follows. Any problems that are found shall be repaired immediately.
BMP element:
Potential problem:
How I will remediate the problem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the BMP
Areas of bare soil and/or
Regrade the soil if necessary to remove the gully, and then plant a
erosive gullies have formed.
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 approximately six inches.
long.
The inlet device
The pipe is clogged.
Unclog the pipe. Dispose of the sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged. .
Erosion is occurring in the
Regrade the swale if necessary to smooth it over and provide erosion
swale.
control devices such as reinforced turf matting or riprap to avoid future
problems with erosion.
Stone verge is clogged or
Remove sediment and replace with clean stone.
covered in sediment (if
applicable).
The forebay
Sediment has accumulated to
Search for the source of the sediment and remedy the problem if
a depth greater than the
possible. Remove the sediment and dispose of it in a location where it
original design depth for
will not cause impacts to streams or the BMP.
sediment storage.
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 spraying.
The vegetated shelf
Best professional practices
Prune according to best professional practices
show that pruning is needed
to maintain optimal plant
health.
Plants are dead, diseased or
ine the source of the problem: soils, hydrology, disease, etc.
dying.
y the problem and replace plants. Provide a one-time fertilizer
tion to establish the ground cover if a soil test indicates it is
LRemove
ary.
Weeds are present.
the weeds, preferably by hand. If pesticide is used, wipe it on
nts rather than spraying.
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Version 1.4 O&M Manual Page 2 of 3

Wet Detention Pond Mainterence:Reg uirementsi(Contimled)
The main treatment area
Sediment has accumulated to
Search for the source of the sediment and remedy the problem if
a depth greater than the
possible. Remove the sedimenband dispose of it a location where it
original design sediment
will not cause impacts to streams or the BMP.
storage depth.
Algal growth covers over 50%
Consult a professional to remove and control the algal growth.
of the area.
Cattails, phragmites or other
Remove the plants by wiping them with'pesticide (do not spray).
invasive, plants cover 50% of
the basin surface.
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and consult a professional to remove
beaver activity is present.
beavers.
A tree has started to grow on
Consult a dam safety specialist to remove the tree.
the embankment.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair. (if applicable)
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 local NC Department of Environment and Natural
damage have occurred at the
Resources Regional Office.
outlet.
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.
I. Wet Detention Pond Design'Summary 71
WET POND ID FOREBAY MAIN POND
0 Normal Pool El. 636.5 Normal Pool El. I
Temporary Pool El: 638.5 Temporary Pool El:Pretreatment other Clean out depth: 2.98 Clean out depth:than forebay? NoSediment Storage EI: 632.98 Sediment Storage EI:Has Vag.. Filler? No Bottom El: 630 Bottom El:
STORM-EZ 1/27/2016
Version 1.4 08M Manual Page of 3

High Density Commercial Subdivisions
Deed Restrictions & Protective Convenances
v m
In accordance with Title 15 NCAC 2H.1000 and S.L. 2006-246, the Management Regulatio s deed
restrictions and protective covenants are required for High Density Commercial Subdivisions "Eire
lots will be subdivided and sold and runoff will be treated in an engineered stormwater confrol;Facility,.
Deed restrictions and protective covenants are necessary to ensure that the development fflamtairis a T"
built -upon area consistent with the design criteria used to size the stormwater control facilitvrn
I, {�' acknowledge, affirm and agree by my signatu e below, that
I will cause the following deed restrictions and covenants to be recorded prior to the sale of any lot
within the project known as i^n.,,.
1. The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number , as issued by the Division of Energy, Mineral
and Land Resources under the Stormwater Management Regulations.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming
under them.
4. The covenants pertaining to stormwater may not be altered or rescinded without the express
written consent of the State of North Carolina, Division of Energy, Mineral and Land Resources.
5. Alteration of the drainage as shown on the approved plan may not take place without the
concurrence of the Division of Energy, Mineral and Land Resources.
6. The maximum allowable built -upon area per lot is square feet.
*Note: If the BUA per lot varies, please substitute the following statement for the one above and
provide a complete listing of the proposed BUA for each lot:
The maximum built -upon area per lot, in square feet, is as listed below:
Lot # BUA Lot # BUA Lot # BUA Lot # BUA
A i`i(„L7L
This allotted amount includes any built -upon area constructed within the lot property boundaries,
and that portion of the right-of-way between the front lot line and the edge of the pavement. Built
upon area includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate,
coquina and parking areas, but does not include raised, open wood decking, or the water
surface of swimming pools.
7. All runoff from the built -upon areas on the lot must drain into the permitted system. This may be
accomplished through a variety of means including roof drain gutters which drain to the street,
grading the lot to drain toward the street, or grading perimeter swales to collect the lot runoff
and directing them into a component of the stormwater collection system. Lots that will naturally
drain into the system are not required to provide these additional measures.
8. The owner of each lot, whose ownership is not retained by the permittee, is required to submit a
separate stormwater permit application to the Division of Energy, Mineral and Land Resources
and receive a permit prior to construction.
9. The project and each lot will maintain a 30** foot wide vegetated buffer between all impervious
areas and surface waters.
**50 foot for projects located in the 20 coastal counties.
Form DRPC-1 Rev.2 05Nov2009 Page t of 2

High Density Commercial Subdivisions
Deed Restrictions & Protective Convenances
C
I,
State of
do hereby certify that
before me this the day of
County of
a Notary Public in the
ly appeared
20 , and acknowledge
the due execution of the foregoing instrument. Witness my hand and official seal,
SEAL
Signature
My Commission expires
Form DRPC-1 Rev.2 05Nov2009 Page 2 of 2