SW7080110_CURRENT PERMIT_20080310

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

it
A TlC9
Michael F. Easley, Governor
''��QG
William G. Ross Jr., Secretary
rNorth
Carolina Department of Environment and Natural Resources
—i
Coleen H. Sullins, Director
Division of Water Quality
March 10, 2008
Mr. Atul Parmar
3455 MILK Boulevard
New Bern, NC 28562
Subject: Stormwater Review SW7080110
Candlewood Suites
Redevelopment Stormwater Permit
Craven County
Dear Mr. Parmar:
The Washington Regional Office received a complete Stormwater Management Permit Application for
Candlewood Suites on January 18, 2008. Staff review of the plans and specifications has determined that the
project, as proposed, will comply with the Stormwater Regulations set forth in Title 15A NCAC 2H .1000. We are
forwarding Permit No. SW7080110 dated March 10, 2008, for the construction of the subject project.
11-13a 6-1
This permit shall be effective from the date of issuance until rescinded and shall be subject to the conditions and
limitations as specified therein.
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 150E of the North Carolina General Statutes, and
filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27699-6714. Unless such
demands are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please contact either Ernest
Odei-Larbi or me at [phone].
incerel , s
1
Al Hodge
Regional Supervisor
Surface Water Protection Section
AH/eol: J:\WPDATA\WQS\ State SW-EOL\Permits — Redevelopment
cc: Daniel W. Blackburn (Blackburn Consulting Engineering, 305 East Main St., Clayton, NC 27520)
WCrven County Planning/Inspection
ashington Regional Office
Central Office
Noah Carolina Division of Water Quality Internet: uNvw.ncwateraualitv.ore One
943 Washington Square Mall Phone [phone] NO Carolina
Washington, NC 27889 Fax [phone] /� /Rurally
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper G� �

State Stormwater Management Systems
Permit No. SVV7080110
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
REDEVELOPMENT 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 Regulations
PERMISSION IS HEREBY GRANTED TO
Mr. Atul Parmar
Candlewood Suites
Craven County
FOR THE
redevelopment of existing impervious surfaces and treatment of the runoff in five bioretention basin and a wet
detention pond in compliance with the provisions of 15A NCAC 2H.1000 (hereafter referred to as the "stormwater
rules') and the approved stormwater management plans and specifications, and other supporting data as
attached and on file with and approved by the Division of Water Quality and considered a part of this permit.
The Permit shall be effective from the date of issuance until March 10, 2018 and shall be subject to the following
specific conditions and limitations:
I: DESIGN STANDARDS
1. The proposed built -upon area is 83310 square feet, which is less than the 127,195 square feet that
previously existed.
2. To the extent practicable, the project has provided stormwater control measures in accordance with the
stormwater rules. Those control measures are:
a. Five Bioretention basins and a Wet detention pond
b. Those measures as more fully described in Section 1.5 and 1.6 of this permit.
3. Approved plans and specifications for projects covered by this permit are incorporated by reference and
are enforceable parts of the permit.
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.
2

State Stormwater Management Systems
Permit No. SW7080110
5.
0
The following design criteria have been provided in the bioretention area and must be maintained at
design condition:
D #4
a. Drainage Area, acres:
0.28
b. Total Impervious Surfaces, ft2:
9,326
C. TSS removal efficiency:
85%
d. Bioretention Depth, inches:
36.0
e. Temporary Ponded Depth Elev., FMSL:
22.0
f. Bioretention Planting Elevation, FMSL:
21.0
g. Bioretention Surface Area, ft2:
915
h. Permitted Storage Volume, ft3:
753
i. Minimum Required Volume, ft3:
753
j. Receiving Stream/River Basin:
k. Stream Index Number:
I. Classification of Water Body:
D#5
D#6
D#7
D#8
0.19
0.21
0.36
0.67
6.339
7,427
11,893
20,540
85%
85%
85%
85%
36.0
36.0
36.0
36.0
22.0
22.0
22.0
22.0
21.0
21.0
21.0
21.0
655
743
1,163
2,604
508
590
956
1653
508
590
956
1653
Wilson Creek
27-101-2
"C; Sw, NSW"
The following design criteria have been provided in the wet pond and must be maintained at design
condition:
a.
Receiving Stream:
b.
Classification of Water Body:
C.
Drainage area, acres:
d.
Total Impervious allowed on site, sf:
e.
Wet Pond Average Depth, ft:
f.
Required Storage Volume, cf:
g.
Provided Storage Volume, cf:
h.
Required Surface Area, sf:
I.
Provided Surface Area, sf:
j.
Controlling Orifice:
k.
Temporary Storage Elevation, ft:
Wilson Creek
C; Sw; NSW
1.01
27,785
3.093
2,281
3,124
3,253
5,414
1" diameter @ elevation 18 ft.
18.5
3

State Stormwater Management Systems
Permit No. SW7080110
II. SCHEDULE OF COMPLIANCE
1. The permittee shall at all times provide adequate erosion control measures in conformance with the
approved Erosion Control Plan.
2. The permittee shall submit all information requested by the Director or his representative within the time
frame specified in the written information request.
3. The permittee shall construct the stormwater control measures as shown on the approved plans.
4. The permittee shall at all times provide the operation and maintenance necessary to assure the permitted
stormwater system functions at optimum efficiency including, but not limited to:
a. Semi-annual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of side slopes.
d. Immediate repair of eroded areas.
e. Debris removal and unclogging of outlet structure, orifice device, catch basins and piping.
5. 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 the approved plans, regardless of size.
b. Project name change.
c. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area.
e. Further subdivision, acquisition, or selling 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.
6. The Director may determine that other revisions to the project should require a modification to the permit.
7. 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
1. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee to an
enforcement action by the Division of Water Quality, in accordance with North Carolina General Statutes
143-215.6A to 143-215.6C.
2. The permit issued shall continue in force and effect until revoked or terminated.
3. 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.
4. 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 Title 15A of the North Carolina Administrative Code, Subchapter 2H.1000; and North
Carolina General Statute 143-215.1 et. al.
5. The permittee shall submit to the Director and shall have received approval for revised plans,
specifications, and calculations prior to construction, for any additions, deletions or redesign of the
previously permitted amount of built -upon area proposed regardless of the size of the modification.
4

State Stormwater Management Systems
Permit No. SW7080110
6. The permit is not transferable except after notice to and approval by the Director. The Director may
require modification or revocation and reissuance of the permit to change the name and incorporate such
other requirements as may be necessary. A formal permit request must be submitted to the Division of
Water Quality accompanied by the appropriate fee, documentation from both 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 Director approves the transfer request.
7. The issuance of this permit does not preclude the Permittee from complying with any and all statutes,
rules, regulations, or ordinances which may be imposed by other government agencies (local, state and
federal) which have jurisdiction.
8. The permittee grants permission to DENR Staff to enter the premises during normal business hours for
purposes of inspecting the facility.
9. The permittee shall notify the Division of any name, ownership or mailing address changes within 30
days.
10. Unless specified elsewhere, permanent seeding requirements for the stormwater control must follow the
guidelines established in the North Carolina Erosion and Sediment Control Planning and Design Manual.
Permit issued this the 10th day of March 2008.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW7080110

State Stormwater Management Systems
Permit No. SW7080110
Designer's Certification
(1) Wet Detention Pond (5) Bio-Retention Basins
Candlewood Suites
Redevelopment Stormwater Permit
Craven County
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:
SEAL
Signature
Registration Number
Date

State Stormwater Management Systems.
Permit No. SW7080110
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
Craven County Building Inspections
7

Permit Number: S IAI 16 g0 110
(to be provided bV DWQ)
Drainage Area Number:
Wet Detention Basin Inspection 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.
The wet detention basin system is defined as the wet detention basin, RECEIVED
pretreatment including forebays and the vegetated filter if one is provided. , li 1(_�,
This system (check one):
JAN 18 2000
❑ does ® does not incorporate a vegetated filter at the outlet. fl,tgl('1_W/t R®
This system (check one): �dNY`aC /9
❑ does [does not incorporate pretreatment other than a forebay.
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 1.5 inches if in a
Coastal County). Records of inspection 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:
Potentialproblem:
How l will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the wet
Areas of bare soil and/or
Regrade the soil if necessary to
detention basin
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
long.
approximately six inches.
Form SW401-Wet Detention Basin I&M-Rev.2

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:
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.
otherwise dammed.
Erosion is occurring in the
Regrade the swale if necessary to
swale.
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if -
original design depth for
possible. Remove the sediment and
sediment storage.
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
revent future erosion 2roblems.
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
show that pruning is needed
practices
to maintain optimal plant
health.
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.
(Nees are present
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
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.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over
Consult a professional to remove
50% of the area.
and control the al al growth.
Cattails, phragmites or other
Remove the plants by wiping them
invasive plants cover 50% of
with pesticide (do not spray).
the basin surface.
Form SW401-Wet Detention Basin I&M-Rev.2

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How l will remediate theproblem:
The embankment
Shrubs have started to grow
on the embankment.
Remove shrubs immediately.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present.
consult a professional to remove
beavers.
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.
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 local NC Division of
damage have occurred at the
Water Quality Regional Office, or
outlet.
the 401 Oversight Unit at 919-733-
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 9.0_ feet in the main pond, the
sediment shall be removed.
When the permanent pool depth reads feet in the forebay, the sediment
shall be removed.
Sediment Removal
Bottom
BASIN DIAGRAM
6611 in the blanks)
I .0 Pe maven Pool
--�---------- Volume
Sediment
Storage
FOREBAY
Pemtanent Pool Elevation 09-0
Sediment Removal Elevation 19° • 00
------------------------------------
Bottom Elevation
MAIN POND
1-ft
Storage
Form SW401-Wet Detention Basin I&M-Rev.2

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: 0,4tJOLtWOOD 5ul7-1ES
6MP drainage area number:
Print name: A114L 19AID—mAt2
Title: OW M 6fL
Date:_Lt 11-000
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, IedJ.A 06- /-7A r mtly , a Notary Public for the State of
N C , County of e," re �/ , do hereby certify that
f41z, / f arm-e personally appeared before me this �1
day of Ta,✓ 040� , and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
SEAL
My commission expires Z411 Ao //
Form SW401-Wet Detention Basin I&M-Rev.2

RECEIVE 110
Permit Number: SW 7y o
JAN 18 200E (to be provided by DWQ) Drainage Area Number: �T S
®W( -WA ion Inspection 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 inspection and maintenance procedures:
— Immediately after the bioretention cell is established, the plants will be watered
twice weekly if needed until the plants become established (commonly six
weeks).
— Snow, mulch or any other material will NEVER be piled on the surface of the
bioretention cell.
— Heavy equipment will NEVER be driven over the bioretention cell.
— Special care will betaken to prevent sediment from entering the bioretention cell.
— Once a year, a soil test of the soil media will be conducted.
After the bioretention cell 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 inspection 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:
Potential problems:
Flow I will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the
bioretention cell
Areas of bare soil and/or
erosive gullies have formed.
Regrade the soil if necessary to
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
The inlet device: pipe,
stone verge or swale
The is
Reriftee tile pip
pipe elftelted 01
-turf
Matting of Firrar to fivaid
Stone verge is clogged or
covered in sediment (if
applicable).
Remove sediment and clogged
stone and replace with clean stone.
Form SW401-Bioretention I&M-Rev.2
Page 1 of 4

BMP element:
Potentialproblems:
How I will remediate the roblem:
The pretreatment area
Flow is bypassing
Regrade if necessary to route all
pretreatment area and/or
flow to the pretreatment area.
gullies have formed.
Restabilize the area after grading.
Sediment has accumulated to
Search for the source of the
a depth greater than three
sediment and remedy the problem if
inches.
possible. Remove the sediment and
restabilize the pretreatment area.
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.
The bioretention cell:
vegetation
Best professional practices
show that pruning is needed
Prune according to best professional
practices,
to maintain optimal plant
health.
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 necessar .
Tree stakes/wires are present
Remove tree stake/wires (which
six months after 21anting.
can kill the tree if not removed).
The bioretention cell:
soils and mulch
Mulch is breaking down or
has floated away.
Spot mulch if there are only random
void areas. Replace whole mulch
layer if necessary. Remove the
remaining much and replace with
triple shredded hard wood mulch at
a maximum depth of three inches.
Soils and/or mulch are
Determine the extent of the clogging
clogged with sediment.
- remove and replace either just the
top layers or the entire media as
needed. Dispose of the spoil in an
appropriate off -site location. Use
triple shredded hard wood mulch at
a maximum depth of three inches.
Search for the source of the
sediment and remedy the problem if
possible.
An annual soil test shows that
Dolomitic lime shall be applied as
pH has dropped or heavy
recommended per the soil test and
metals have accumulated in
toxic soils shall be removed,
the soil media.
disposed of properly and replaced
with new Dlantinq media.
Form SW401-Bioretention I&M-Rev.2
Page 2 of 4

BMP element:
Potentialproblems:
How I will remediate the -problem.
The drop inlet
Clogging has occurred.
Clean out the drop inlet. Dispose of
the sediment off -site.
The drop inlet is damaged
Repair or replace the drop inlet.
The receiving water
Erosion or other signs of
damage have occurred at the
outlet.
Contact the NC Division of Water
Quality 401 Oversight Unit at 919-
733-1786.
Form SW401-Bioretention I&M-Rev.? 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: j!�AN19L6Li00F,> SuI S
BMP drainage area number: -4, rj , (!�o
Print name: A'ffAL- PAZMAIZ.
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, Lea4 �0ir.tow,Ow // , a Notary Public for the State of
Ale County of /fix y , do hereby certify that
/*fu/ personally appeared before me this 11r1h
day of CRD! , and acknowledge the due execution of the
forgoing bioretention maintenance requirements. Witness my hand and official seal,
gan
My commission expires_ m-�//Xt e //
Form SW401-Bioretention IRM-Rev. 2
Page 4 of 4

DN'Q USE ONLY
Date Received
Fee Paid
Permit Number
J AN 18 -D..00 8
So$
S W 7o 8o I l a
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This tot in may he photocopied for rise as an original
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
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: New Bern State: NC Zip: 28562
Phone: ( 252 ) 259-1575 Fax: ( 252 ) 638-2038
Email: [e-mail]
4. Project Name (subdivision, facility, m establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
5. Location of Project (street address):
City:
6. Directions to project (from nearest major intersection):
Southeast corner of US17 and NC43
County:Craven
7. Latitude:35d 05' 53" N Longitude:77d 05' 55" W of project
8. Contact person who can answer questions about the project:
Name:Daniel W. Blackburn Telephone Number: ( 919 ) 553-2900
Email:dblackburii mindsoring.com
It. PERMIT INFORMATION:
1. Specify whether project is (check one): ®New ❑Renewal ❑Modification
Form SWU-101 Version 8.07 Pa,,e I ofd

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number and its issue date (if known)
3. Specify the type of project (check one):
❑I..ow Density ®High Density ®Redevelop ❑General Permit ❑Universal SMP ❑Other
4. Additional Project Requirements (check applicable blanks):
❑LAMA Major ®Sedimentation/Erosion Control ❑404 401 Permit
/ ®NPDESStonnwatcr
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project .
All existing buildings and pavement shall be removed The redevelopment is to be clone in 2 phases with a total
increase in imperviousness of 3176 sf. All runoff from developed areas shall be treated Areas north of proposed
building will be treated by bioretention and runoff from building and area south will be treated by wet detention
2. Stormwater runoff from this project drains to the Neuse River basin.
3. Total Site Area: 2.918 acres 4. Total Wetlands Area: 0 acres
5. 100' Wide Strip of Wetland Area: acres (not applicable i%tio zoetlan(ls exist on site)
6. Total Project Area**:2.918 acres 7. Project Built Upon Area: 65.94 %
8. How many drainage areas does the project have? 6
9.
9. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
Basin Information
Drainage Area 1
Drainage Area 2 .415
Receiving Stream Name
Wilson Creek
Wilson Creek
Stream Class & Index No.
C; Sk4r; NSLN
C; SW; NSW
Drainage Area (so
12,319
7,862
Existing Impervious* Area (so
to be removed
to be removed
Proposed Impervious*Area (so
9,326
6,339
Impervious' Area (total)
75.7%
80.6%
Impervious* Surface Area
Drainage Area 1
Drainage Area 2
On -site Buildings (so
On -site Streets (so
On -site Parking (so
8,627
5,596
On -site Sidewalks (so
699
743
Other on -site (so
Off -site (sf)
Total (so
9,326
6,339
impervious area is detured as the built upon area including, but not limited to, buildings, roads, parking areas,
side-ivalks, gravel areas, etc.
Form SWU-101 Version 8.07 Page 2 o1`4

Basin Information
Drainage Area 1(p
Drainage Area 2
Receiving Stream Name
Wilson Creek
Wilson Creek
Stream Class & Index No.
C; SW; NSW
C; SW; NSW
Drainage Area (so
9,335
15,694
Existing Impervious` Area (so
to be removed
to be removed
Proposed Impervious*Area (so
7,427
11,893
% Impervious' Area (total)
79.6%
75.8%
Impervious* Surface Area
llrainage Area 1
Drainage Area 2
On -site Buildings (so
3,146
On -site Streets (sf)
On -site Parking (so
7,097
8,591
On -site Sidewalks (so
330
226
Other on -site (so
Off -site (so
Total
Total (so:
7,427
11,893
Basin Information
Drainage Area 1 -g
Drainage Area 2 .'t:V+Z
Receiving Stream Name
Wilson Creek
Wilson Creek
Stream Class & Index No.
C; SW; NSW
C; SW; NSW
Drainage Area (so
29,175
43,717
Existing Impervious* Area (so
to be removed
to be removed
Proposed Impervious*Area (so
20,540
27,785
% Impervious' Area (total)
70.4%
_ 63.6%
Impervious* Surface Area
Drainage Area 1 g
Drainage Area 2
On -site Buildings (so
3,120
fr 664
On -site Streets (sf)
On -site Parking (so
111-16
1!rZ4cA
On -site Sidewalks (so
238
872
Other on -site (so
Off -site (so
Total (so:
20,540
27,785
Impervious area is defined as the built upon area including, but not limited to, builydirigs, reads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version 8.07 Paget of

**Total project area shall be calculated based on the current policy regarding inclusion ofzoetlmr(is in the built upon area
percentage calculation.
10. How was the off -site impervious area listed above derived? No offsite drainage is directed to site
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
One of the following deed restrictions and protective covenants are required to be recorded for all subdivisions,
outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table listing each lot
number, size and the allowable built -upon area for each lot must be provided as an attachment.
Form DRPC-1
High Density Commercial Subdivisions
Form DRPC-2
High Density Developments with Outparcels
Form DRPC-3
High Density Residential Subdivisions
Form DRPC-4
Low Density Commercial Subdivisions
Form DRPC-5
Low Density Residential Subdivisions
Form DRPC-6
Low Density Residential Subdivisions with Curb Outlets
By your signature below, you certify that the recorded deed restrictions and protective covenants for this
project shall include all the applicable items required in the above form, that the covenants will be binding
on all parties and persons claiming under them, that they will run with the land, that the required covenants
cannot be changed or deleted without concurrence from the State, and that they will be recorded prior to the
sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below, must be submitted for each
BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the status
and availability of these forms.
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 "french
Form SW401-Bioretention Cell
Form SW401-Level Spreader
Form SW401-Wetland
Form SW401-Grassed Swale
Form SW401-Sand Filter
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
Form SWU-101 Version 8.07 Page 3 of4

Vl. 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__!h_o.�nr.stnic.nc,usrsq�n _i_tnap._limi)
Please indicate that you have provided the following required information by initialing in the space provided
next to each item,
Initials
• Original and one cope/ of the Stormwater Management Permit Application Form Dw 8
• Original and one copy of the Deed Restrictions & Protective Covenants Form &A
• Original of the applicable Supplement Fonn(s) and 0Ki\4 agreement(s) for each BMP OLJA
• Permit application processing fee of,$505 ($4,000 for Express) payable to NCDENR Dwb
• Calculations & detailed narrative description ofstormwater treatment/management _ DW6
Copy of any applicable soil report pt,rg
Three copies of plans and specifications (sealed, signed & (1ated), including: VwA
- Development/Project name
- Engineer and firm
- Legend
- North arrow
Scale
Revision number & date
Mean high water line
Dimensioned property/project boundary
Location map with named streets or NCSR numbers
Original contours, proposed contours, spot elevations, finished floor elevations
Details of roads, drainage features, collection systems, and stormwater control measures
Wetlands delineated, or a note on plans that none exist
Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
Drainage areas delineated
Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm): Blackburn Consulting Engineering
Mailing Address: 305 East Main Street
City: Clayton State:_NC Zip: 27520
Phone: ( 919 ) 553-2900 Fax ( 919 ) 553-7298
Email dblackburn @iiiindspring.com
VIII. APPLICANT'S CERTIFICATION
1, (print or type nnnre of person listed in General Inlbrnmtion, item 2) Atul Porrnar ,
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project wi e onstructed in conformance with the approved plans, that the required deed restrictions
and protecfive co ants will be recorded, and that the proposed project complies with the requirements of 15A
NCAC 2H .1000
Signatu
CW A.\ UV--
Form SWU-101 Version 8.07 Pa�,c 4 of 4
DateI / 4� /OF

f -7
State Stormwater Management Systems
Permit No. SW7080110
Designer's Certification
(1) Wet Detention Pond (5) SiD-Retention Basins
Candlewood Suites
Redevelopment Stormwater Permit
Craven County
I, Q0 8[A44Bu" , as a duly registered PRAFt )JAL. &Qb/££i' in the State of North
Carolina, having been authorized to observe (periodically/ voQQkiyk*Rime) the construction of the project,
--(2Ar/QX1--,)oop Gc4lTi`5
(Project)
for kI ttL PAC MA C (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:
I ) The soil media in the bioretention basins is not in total agreement with the soil specifications.
Per the "Particle Size Distribution Report," the percentage of fines is lower than specified.
The specification was for sand to be 85% of the mix. The actual soil was 97% sand.
However there is significant amount of fine sand. Only 3% passes the B200 sieve (fines) but
15% passes the N 100 sieve. The permeability results for two tests were 0.81 and 1.3 inches
per hour. This is on target for the specified permeability. The P-index is 25, which is also
within the specified range. While the soil does not meet the specific soil mix, it does meet
the performance requirements.
2) The wet detention pond has been built in substantial compliance with the plans and
specifications. The only concern is that the vegetation has not taken root and become
established. In particular the grass has been seeded but not yet established. The "Wet
Detention Basin inspection and Maintenance Agreement' requires the owner to insure that
the vegetation becomes established and is maintained.
CAR
Signature 1� .��� `pQS�SSSIC
Registration Number IG9491le _ -a SEA L
9486
Date

State Stormwater Management Systems
Permit No. SW7080110
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.
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.
Z13. 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
Craven County Building Inspections