SW7080809_CURRENT PERMIT_20130724

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW 7&9P f
DOC TYPE
CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATES
YYYYMMDD

i
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Pat McCrory Thomas A. Reeder John E. Skvarla, III
Governor Acting Director Secretary
Mr. Bobby Outten, County Manager July 24, 2013
Dare County
PO Box 1000
Manteo, NC 27954
Subject: Stormwater Permit No. SW7080819MOD2
College of the Albemarle New Professional
Arts Building & Parking Lot Expansion
High Density Project
Dear Mr. Outten: Dare County
The Washington Regional Office received a complete Stormwater Management Permit Application for
the modification of the College of the Albemarle New Professional Arts Building & Parking Lot
Expansion project on June 14, 2009. This modification includes the expansion and paving of an
existing gravel parking lot and the addition of a new sidewalk on the property. The existing permitted
constructed wetland design is sufficient to handle this additional impervious area runoff. 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.
SW7080819MOD2 dated July 24, 2013, for the continued construction of the subject project located
at 205 S. US Hwy 64/264 in Manteo, North Carolina.
This permit shall be effective from the date of issuance until July 27, 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, 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 Scott
Vinson at [phone].
Sincerely,
f'Y
Thon A.
Reeder
for
AA/sv: S:\WQS\STORMWATER\PERMIT\SW7080819MOD2
cc: Michael Morway, PE —Albemarle & Associates.
Dare County Planning/Building Inspections
,/'Washington Regional Office
North Carolina Division of Water Quality -
943 Washington Square Mall One
Washington, North Carolina 27889 NorthCarolina
Phone: [phone] FAX: [phone] i��n F�yay/l�
Internetw .ncwateroualiN.ora (/ a L[d`
An Equal Opportunity \ Affirmative Action Employer

r
State Stormwater Management Systems
Permit No. SW7080819MOD2
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
Dare County
College of the Albemarle New Professional Arts Building
Dare County
FOR THE
construction, operation and maintenance of a constructed wetland stormwater
treatment system in compliance with the provisions of 15A NCAC 2H .1000 (hereafter
referred to as the "stormwater rules') and the approved stormwater management plans
and specifications and other supporting data as attached and on file with and approved
by the Division of Water Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until July 27, 2019, and shall be
subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.6 of this permit. The stormwater control has been
designed to handle the runoff from 72,359 square feet of impervious area.
3. The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans.
4. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
5. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
Page 2 of 7

State Stormwater Management Systems
Permit No. SW7080819MOD2
c
6. The following design criteria have been provided in the constructed wetlands and
must be maintained at -design condition:
a. Drainage Area, acres:
b. Total Impervious Surfaces, ftz:
C. Design Storm, inches:
d. TSS removal efficiency:
e. Permanent Pool Elevation, FMSL:
f. Permanent Pool Surface Area, ft2:
g. Proposed Storage Volume, ft3:
h. Required Storage Volume, ft3:
i. Temporary Storage Elevation, FMSL
j. Controlling Orifice:
k. Receiving Stream/River Basin:
I. Stream Index Number:
M. Classification of Water Body:
II. SCHEDULE OF COMPLIANCE
2.47 (107,593sf)
72,359
1.0
85%
1.20
5,884
5,884.
5,884
2.20
1.0" O pipe
Shallowbag Bay / Pasquotank
30-21 —3
"SC"
1. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency. The approved Operation and Maintenance Plan must be followed in
its entirety and maintenance must occur at the scheduled intervals including, but
not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowin.9 and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris.removal and unclogging of outlet structure, orifice device, flow
spreader, catch basins and piping.
g. Access to the outlet structure must be available at all times.
Page 3 of 7

• State Stormwater Management Systems
Permit No. SW7080819MOD2
4. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
The facilities shall be constructed as shown on the approved plans. This permit
shall become voidable unless the facilities are constructed in accordance with
the conditions of this permit, the approved plans and specifications, and other
supporting data.
Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A
modification may be required for those deviations.
7. If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
8. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
9. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project
area. The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
10. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
11. A copy of the approved plans and specifications shall be maintained on file by
the Permittee at all times.
12. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
Page 4 of 7

State Stormwater Management Systems •
Permit No. SW7080819MOD2
Ill. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a formal permit transfer request to the Division of Water Quality,
accompanied by a completed name/ownership change form, documentation
from the parties involved, and other supporting materials as may be appropriate.
The approval of this request will be considered on its merits and may or may not
be approved. The permittee is responsible for compliance with all permit
conditions until such time as the Division approves the transfer request.
Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
3. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
5. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.,
6. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition.
7. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
8. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
9. The permittee shall notify the Division any name, ownership or mailing address
changes within 30 days.
10. This permit shall be effective from the date of issuance until July 27, 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 241h day of June, 2013.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for
Division of W er Quality
By Authority of the Environmental Management Commission
Permit No. SW7080819 MOD2
Page 5 of 7

State Stormwater Management Systems
Permit No. SW7080819MOD2
College of the Albemarle New Professional Arts Building — Former Manteo Middle
School
Stormwater Permit No. SW7080819 MOD2
Dare 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. SW7080819MOD2
l
College of the Albemarle New Professional Arts Building
Stormwater Permit No. SW7080819MOD2
Dare County
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 Regional Office
Dare County Planning
Page 7 of 7

I emarl
& ASSOCIATES, LTD.
December 21. 2009
NCDENR Division of Water Quality
943 Washington Square Mall
Washington, NC 27889
ATTN: Mr. Scott Vinson
RE: College of the Albemarle — New Professional Arts Building
High Density Stormwater Management Permit #SW7080819MOD
Engineer's Certification
Dear Scott:
Please find the enclosed Engineer's Certification for the College of the Albemarle in
Manteo. As built survey has verified the wetland grading is in very close conformance to
the approved design and existing water levels are as expected. If you have any further
questions regarding any portion of this submittal, please do not hesitate to call me.
Project Eligiaeer�
cc: Robert Outten, Dare County Manager 2 7009
Steve Wilt, MBAJ Architecture
File 6866C3 (350)
Engineering — Surveying — Land Planning
P.O. Box 3989, 115 W. Saint Clair SL, Kill Devil Hills, NC 27948
Telephone: [phone] Fax: [phone]

State Stormwater Management Systems
Permit No. SW7080819MOD
College of the Albemarle New Professional Arts Building — Former Manteo Middle
School
Stormwater Permit No. SV 7080819MOD
Dare County
Designer's Certification
I, MICHAEL 3 . moat jmy , as a duly registered E ��
in the State of North Carolina, having been authorized to observe pe(odical) weekly/
full time) the construction of the project,
COu-P e aF TNc A��- fa-FEss,-r + A2-r3 &-so,,c
(Project)
for Daa.E Cory _(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:
ff pC- Mee. > AQD.�,->D wET�w+� wN-s ftvos--o Ta Ig -ro sk% oO�
r-olrL moarc VIM(NNcIov5 s?ecteS ) To ew- -N CUv,ElL
CO-. fo'�CE —'TrA ezx-e-tLy e-Evl5E0 601DCUOR-S e
Signe
Regi
Date
SEAL
DEC 22?oos
Page 6 of 7

State Stormwater Management Systems
Permit No. SV 7080819MOD
College of the Albemarle New Professional Arts Building
Stormwater Permit No. SW7080819MOD
Dare County
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.
t✓11. The permitted amounts of surface area and/or volume have been
provided.
✓1✓2. Required drawdown devices are correctly sized per the approved plans.
✓ 13. All required design depths are provided.
e/ 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 Regional Office
Dare County Building Inspections
Page 7 of 7

DEMLR USE ONLY
Dale Received
Fee Paid
Permit Number
-T I J.o
o
Sti/
u
STORMWATER PERMITTING FORM 7:
4 MINOR MODIFICATION
Standard Permitting Program — No Fee for Minor Modification
Express Permitting Program — See Express Fee Schedule
Only complete applications packages will be accepted and reviewed. This form and the required items (with
original signatures) must be sent to the appropriate DEMLR Regional Office, which can be determined by locating
the project on the interactive online map at: http://deg.nc.govlcontactlregional-offices.
This form is to only to be used by the current permittee to notify the Division of a minor
modification. Pursuant to Rule 15A NCAC 02H .1002, a minor modification is a change to the project that:
1) does not increase the net built -upon area; and/or
2) does not change the size or design of the SCM(s).
A. GENERAL INFORMATION
IRKEIVED SEP 0 9 .1-16
1. State Stormwater Permit Number: SW7080819MOD2
2. Current Permit Holder's Company Name/Organization: Dare County
3. Signing Official's Name: Robert L. Outten
4. Signing Official's Title: County Manager
5. Mailing Address: P. O. Box 1000
City: Manteo State: NC ZIP: 27954
6. Street Address (if different): 94 Marshall C. Collins Drive, Room 286
City: Manteo State: NC ZIP: 27954
7. Phone: [phone] Email: outten(cDdarenc.com
8. Describe the minor modifications that you are requesting, including any revised BUA allocations (attach
additional pages or supporting tables similar to Section IV.10 of the original application, if needed):
The parking in front of the building is being removed and converted to pedestrian space, a new
access drive is being constructed to the north of the building and some of the replacement
parking will be constructed south of the building as part of an overall proiect to demolish and
replace old buildings on site with one new building. Area calculated by topo visual inspection and design
indicates a reduction in overall drainage area from 107,593 sf to 103 175 sf and a reduction in coverage
from 72,359 sf to 54,190 sf.
B. SUBMITTAL REQUIREMENTS
Please mark "Y' to confirm the items are included with this form. Please mark "X" if previously provided. If not
applicable or not available, please mark N/A.:
Y 1. Two hard copies (with original signatures) and one electronic copy of this,completed form.
Y** 2. Two hard copies and one electronic copy of the revised plan sheets (must be a revision of the
originally approved plan sheets).
N/A 3. If there is reallocation of lot BUA, a copy of the revised recorded deed restrictions and protective
covenants OR the proposed recorded deed restrictions and protective covenants documenting
the changes and a signed agreement to provide the final recorded document.
N/A 4. If applicable, the appropriate Express review fee.
**Please note that original plans were by others. See drainage analysis for exhibits illustrating current
and proposed conditions related to the permit modification.
Stormwater Permit Form 7: Minor Modification Page 1 of 2 '\ . L I,b July 14. 2017

C. CONTACT INFORMATION
1. The Design Professional who is authorized to provide information on the Applicant's behalf:
Design Professional's Name: Kimberly D. Hamby PE
Consulting Firm: Timmons Group
Mailing Address:1508 West City Drive Unit E
City: Elizabeth City State: NC Zip: 27909
Phone: [phone] Fax:
Email: kim.hamby(u),timmons.com
2. [OPTIONAL] If you would like to designate another person to answer questions about the project:
Name & Title
Organization:
Mailing Addre
City:
Phone: L
Email:
D. CERTIFICATION OF PERMITTEE
in Section A and
complete to the I
Signature:
the current permittee, certify that I have authorized the minor modifications listed
in the attached revised plan sheets. I further attest that this information is accurate and
ny knowledge.
4 ►1GrV' �Qr eya t N1%bM a Notary Public for the State of Yl Y� �o roli 1gq
County of��e- , do hereby certify that �lrc4r- L. OtckkeK
personally appeared before me this the 9L5*k • day of 20 A0 and
acknowledge the due execution of the forgoing instrument. Witness m hand and official seal,
(Notary Seal)
Notary Signature
My commission expires
CHERYL CARNEVALE ANSY
NOTARY PUBLIC
DARE COUNTY
NORTH CAROLINA
W COMMISSION EXPIRES 8R =11
Stormwater Permit Form 7: Minor Modification Page 2 of 2 Oct 6, 2017

S'A l /
- DWQ USE ONLY
' Date Received
Fee Paid
Permit Number
5
ApplicableRules:' ❑ Coastal SW -1995 it❑ Coastal SW - 2008 ❑ Ph II - Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M mt
Plan: 3n
State of North Carolina
Department of Environment and Natural Resource "?+ r=
Division of Water Quality .MC I V E
STORMWATER MANAGEMENT PERMIT APPLICATION FOIUN 14 2013
This form rimy be photocopied for use as an original
I. GENERAL INFORMATION �p ({ pQ n F��®
1. Project Name (subdivision, facility, or establishment name -should be consistent with pr Je a ;S/
plans, specifications, letters, operation and maintenance agreements, etc.):
College of the Albemarle New Professional Arts Building - Parking Lot Exnansion
2. Location of Project (street address):
205 Hwy 64 South Business
City:Manteo County:Dare Zip:27948
3. Directions to project (from nearest major intersection):
Travel east along Hwy-64 into Dare County. After you cross the Virginia Dare Bridge ou approach the
signalized intersection of Hwy 64 & Hwy 264 (64 Business). Turn left onteo Hwy 62 Business and travel just
over 1 mile. The College of the Albemarle will be directly on your right.
4. Latitude:35° 54' 10" N Longitude:75° 40' 18" W of the main entrance to the project.
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ❑New ®Modification ❑ Renewal w/ Modificationt
tRenev,als With modifications also requires SWLI-102 - ReneWal Applicalioa Forin
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit numberSW7080819MOD , its issue date (if known)luly 27, 2009 and the status of
construction: El Not Started ❑Partially Completed* ® Completed* *provide a designer's
certification
2. Specify the type of project (check one):
❑Low Density ®High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from
DWQ requesting a state stormwater management permit application, list the Stormwater project number,
if assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major
❑NPDES Industrial Stormwater
❑Sedimentation/Erosion Control: 0_9 ac of Disturbed Area
❑404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name; Project/Permit
Number, issue date and the type of each permit:n/a
5. Is the project located within 5 miles of a public airport? ❑No ®Yes
If yes, see S.L. 2012-200, Part Vl: littp://portal.iicdenr.org/web/wq/ws/su/statesw/rules laws
Form SWU-101 Version 06Aug2012 Page I of

III. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the 12ro4ect):
Applicant/ Organ ization:Dare County
Signing Official & Title:Bobby Outten, County Manager, Dare County
b.Contact information for person listed in item la above:
Street Address:954 Marshall C. Collins Dr
City:Manteo State:NC Zip:27954
Mailing Address (if applicable):PO Box 1000
City:Manteo State:NC Zip:27954
Phone: (252 ) 475-5800 Fax: (252 ) 473-1817
Email:[e-mail]
c. Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a
and 2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization:
Signing Official & Title:
b.Contact information for person listed in item 2a above:
Street Address:
City: State: Zip:
Mailing Address (if applicable):
City: State:
Phone: ( ) Fax:
Email:
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact
Signing Official &
b.Contact information for person listed in item 3a above:
Mailing Address:
Phone:
4. Local jurisdiction for building permits:
State: Zip:
Fax: (
Point of Contact:Erin Burke Phone #: (252 ) 473-2133
Form SWU-101 Version 06Aug2012 Page 2 of 7

4.• Local jurisdiction for building permits: Town of Manteo
Point of ContactErin Burke
IV. PROJECT INFORMATION
Phone #: (252 ) 473-2133
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Stormwater from an area larger than the net increase in site coverage will be directed into a previously
permitted and constructed created wetland that contains additional capacity.
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW -1995 ❑ Ph II - Post Construction
3. Stormwater runoff from this project drains to the Pasquotank River basin.
4. Total Property Area: 15.4 acres 5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area':15.4. acres
Total project area shall be calculated to exclude the following the normal pool of un ounded structures, the area
between the banks of streams and rivers, the area below the Nonnal High Water (Nm line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHIN) line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landward of the NHW (or MHW) line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 36.8 %
9. How many drainage areas does the project have?l (For high density, count 1 for each proposed engineered
stonnwater BMP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Form SWU-101 Version 06Aug2012 Page 3 of 7

Basin Information
Draina e Area 1
Draina e Area _
Draina e Area
Drainage Area
Receiving Stream Name
Shallowbag Bay
_
_
Stream Class *
SC
Stream Index Number *
30-21-3
Total Drainage Area (so
107,593
On -site Drainage Area (so
107,593
OffsiteDrainage Area (so
0
Pro osed Impervious Area (so
72,359
Impervious Area*` total
67.3%
Im ervious" Surface Area
Draina e Area 1
Draina e Area _
Draina e Area
Drainage Area
On -site Buildings/Lots (so
_
_
On -site Streets (so
On -site Parking (so
10,258
On -site Sidewalks (so
760
Other on -site (so
Future (so
15,150
Off -site (so
3,385
Existing BUA*** (so
42,806
Total (so:
72,359
` Stream Class and Index Number can be determined at: Itttp://portal.ncdennor ag_ebfwq/ps/csu/classifications
** Impqervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidavalks, gravel areas, etc.
*** Report only that amount of existing BUA that will remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by new BUA.
11. How was the off -site impervious area listed above determined? Provide documentation.
Proieets in Union County: Contact DWQ Central Office staJJio check if the project is located within a Threatened &
Endangered Species watershed that may be subject to more stringent smrmwater requirements as per 15A NCAC 02B .0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from http://portal.ncdenr.org/web/wq/ws/su/bmP-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. A detailed application instruction sheet and BMP
checklists are available from http://12ortal.ncdenr.oriz/web/wq/ws/su/statesw/forms does. The complete
application package should be submitted to the appropriate DWQ Office. (The appropriate office may be
found by locating project on the interactive online map at http://portal.ncdenr.org/web/wq/ws/su/maps.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from http://portal.ncdenr.org/web/wq/ws/su/statesw/forms dots.
1. Original and one copy of the Stormwater Management Permit Application Form.
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
htt :/ /www.envhelp.org/ Pages/ onestoRexpresshhn for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
Form SWU-101 Version 06Aug2012 Page 4 of 7

5. A detailed narrative (one to two pages) describing the stormwater treatment/managementfor
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the��
receiving stream drains to class SA waters within 1/2 mile of the site boundary, include the
mile radius on the map. /z P�� �vp ,, koe�:)
7. Sealed, signed and dated calculations (one copy). AS
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished Floor elevations.
1. Details of roads, drainage features, collection systems, and stormwater control measures.
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
9. Copy of any applicable soils report with the associated SHWT elevations (Please identifyS
elevations in addition to depths) as well as a map of the boring locations with the existing 1 u9
elevations and boring logs. Include an 8.5"xll" copy of the NRCS County Soils map with the erso `mot 7
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DWQ to verify the SHWT prior
to submittal, [phone].) Pew. y7
10. A copy of the most current property deed. Deed book: Page No: 0 Z 6% ,V
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC t
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per 15A NCAC 2H:1003(e).
The corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
httE!://www.secretary.state.nc.us/CorDorations/CSearch.aspx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from
http://portal.ncdenr org/web/wg/ws/su/statesw/forms does. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DWQ and that they will be recorded prior to the sale of any lot.
Form SWU-101 Version 06Aug2012 Page 5 of 7

VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer:Michael 1. Morway, PE
Consulting Firm: Albemarle & Associates Ltd.
Mailing Address:115 West St. Clair Street
City:Kill Devil HIlls
Phone: (252 ) 441-2113
Email:[e-mail]
State:NC Zip:27948
Fax: (252 ) 441-0965
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or type name of person listed in Contact Infonnation, item 2a) certify that I
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Information, item la) with (print or type name of organization listed in
Contact Information, item 1a) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DWQ Stormwater permit reverts back to
me, the property owner. As the property owner, it is my responsibility to notify DWQ immediately and submit a
completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater treatment
facility without a valid permit. I understand that the operation of a stormwater treatment facility without a valid
permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement action including
the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
a Notary Public for the State of
. do hereby certify that
before me this _ day of
Date:
County of
personally appeared
and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission
Form SWU-101 Version 06Aug2012 Page 6 of 7

IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
1, (print or type name of person listed in Contact Information, item 2a) certify that I
own the property identified in this permit application, and thus give permission to (print or hype mane of person
listed in Contact Information, item 1a) with (print or type name of organization listed in
Contact Information, item 1a) to develop the project as currently proposed. A copy
of the lease agreement or pending property sales contract has been provided with the submittal, which indicates
the party responsible for the operation and maintenance of the stormwater system.
As the legal property owner 1 acknowledge, understand, and agree by my signature below, that if my
designated agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or
defaults on their lease agreement, or pending sale, responsibility for compliance with the DWQ Stormwater
permit reverts back to me, the property owner. As the property owner, it is my responsibility to notify DWQ
immediately and submit a completed Name/Ownership Change Form within 30 days; otherwise I will be
operating a stormwater treatment facility without a valid permit. 1 understand that the operation of a
stormwater treatment facility without a valid permit is a violation of NC General Statue 143-215.1 and may
result in appropriate o cement action including the assessment of civil penalties of up to $25,000 per day,
pursuant to NCGS 3- 6.
Signature: Date:
vri I, me e E (Ui I GmS a Notary Public for the State of 40h t /rl-nbn - , Countyof
a) Owe, do hereby certify that �6)&'personally appeared
before me this L,2"'day of J0/1 , and acknowledge the due, execution of the application for
a stormwater permit. Witness my hand and official seal, � �Ud�QGQ r�
„ waaaoa U 1
a�`_� mac. 6'✓€i ; ®o.,
\OTA.9
AV B LAG,,}
pav'�OBg '.•� Co. ui
61W.'"
My commission expires P-g2 7- /3
Form SWU-101 Version 06Aug2012 Page 6 of 7

Permit Number
(to be provided by DWQ)
®� 2pF W A7F9O
O\G
NC ENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WETLAND SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part lll) must be printed, filled out and submitted along with all the required information.
Project name
Contact name
Phone number
Date
Drainage area number
New
Michael Morway, PE
252-441-2113
8/18/2008 (modifed 2/2013)
1
- Former Manteo
II. DESIGN INFORMATION
Site Characteristics
Drainage area
107,593.00 ftZ
Impervious area
72,359.00 ft
Percent impervious
67.3% %
Design rainfall depth
1.00 inch
Peak Flow Calculations
t, q
6 tr�^Z E'I=— I V E
1-yr, 24-hr runoff depth
3.42 in
1 -yr, 24-hr intensity
0.14 in/hr
Pre -development 1-yr, 24-hr runoff
0.07 ft3/sec
SUN 1 4 2013
Post -development 1-yr, 24-hr runoff
0.02 ft3/sec
Pre/Post I
0.06 ft3/sec
��f1
D �WAR0
StorageV lume:hrpeakeWat
Storage Volume: Non -SR Waters
Design volume (temporary pool volume)
5,884.00 ft3
OK
Depth of temporary pool/ponding depth (DpL e)
12.00 in
OK
Drawdown time
4.50 days
OK
Diameter of orifice
1.00 in
OK
Coefficient of discharge (Cu) used in orifice diameter
calculation
0.60 (unitless)
Driving head (Ho) used in the orifice diameter calculation
0.32 ft
Provide calculations to support this driving head.
Storage Volume: SR Waters Parameters
(1?0.EuN00X1 PT_0'*% eb
1-yr, 24-hr depth
in
J
Pre -development 1-yr, 24-hr runoff
ft3
Post -development 1-yr, 24-hr runoff
ft3
Minimum volume required
ft3
Volume provided
ff3
Form SW401-Wetland-Rev.2 Parts I and II. Project Design Summary, Page 1 of 3

Permit Number
(to be provided by DWQ)
Surface Areas of Wetland Zones
Surface Area of Entire Weiland
Shallow Land
The shallow land percentage is:
Shallow Water
The shallow water percentage is:
Deep Pool
Forebay portion of deep pool (pretreatment)
The forebay surface area percentage is:
Non-Forebay portion of deep pool
The non-forebay deep pool surface area percentage is:
Total of wetland zone areas
Add or subtract the following area from the zones
Topographic Zone Elevations
Temporary Pool
Shallow Land (top)
Permanent Pool
Shallow Water (top)
Deep Pool (top)
Most shallow point of deep pool's bottom
Deepest point of deep pool's bottom
Design must meet one of the following two options:
This design meets Option #1,
Deep pool is 6-inches below SLWT, If yes:
SLWT (Seasonally Low Water Table)
This design meets Option #2,
Has a clay liner
If yes:
Depth of topsoil above clay liner
Topographic Zone Depths
Temporary Pool
Shallow Land
Permanent Pool
Shallow Water
Deep Pool (shallowest)
Deep Pool (deepest)
Planting Plan
Are cattails included in the planting plan?
Number of Plants in planting plan recommended:
Herbacious (4inch diameter)
Shrubs/small trees (1 gallon or larger)
Trees (1.5" dbh)
Number of Plants in planting plan provided (several species of
each plant type are recommended):
Herbacious (4inch diameter)
Shrubs/small trees (1 gallon or larger)
Trees (2.5" dbh)
5,884.00 flz
OK
2,353.00 fe
OK
0.40 %
2,471.00 flz
OK
0.42 %
710.00 ftZ
OK
0.12 %
350.00 ftZ
OK
0.06 %
5,884.00 ft2
OK
0.00 ftZ
2.20 fmsl
1.20 fmsl
0.70 fmsl
-0.80 fmsl
-1.00 fmsl
y (Y or N)
0.70 fmsl OK
in
12.00 in OK
6.00 in
OK
18.00 in
OK
20.40 in
OK
n (Y or N) OK
180
120
30
180 OK
120 OK
22 Higher density is recommended.
Form SW401-Wetland-Rev.2 Parts I and II. Project Design Summary, Page 2 of 3

•
Permit Number
'
(to be provided by DWQ)
Additional Information
Can the design volume be contained?
y (Y or N)
OK
Does volume in excess of the design volume flow evenly
y (Y or N)
OK
distributed through a vegetated filter?
What is the length of the vegetated filter?
30.00 it
Are calculations for supporting the design volume provided in the
y (Y or N)
OK
application?
Is BMP sized to handle all runoff from ultimate build -out?
y (Y or N)
OK
Is the BMP located in a recorded drainage easement with a
n (Y or N)
Insufficient ROW location.
recorded access easement to a public Right of Way (ROW)?
The length to width ratio is:
22.03 :1
OK
Approximate wetland length
360.00 ft
Approximate wetland width
16.34 it
Approximate surface area using length and w dth provided
6,882.40 flz
This approx. surface area is within this number of square
feet of the entire wetand surface area reported above:
Will the wetland be stabilized within 14 days of construction?
y (Y or N)
OK
Form SW401-Welland-Rev.2 Parts I and H. Project Design Summary, Page 3 of 3

205
RECEIVE®
leJUN 14 2013
_TD. DWQ_Y/ff0i C]
College of the Albemarle
Stormwater Management Narrative
Parking Lot Improvements
Prepared for
The College of the Albemarle
Highway 64 South Business, Manteo, NC,
27954
Existing Conditions: The College of the Albemarle is located on the 15.42 acre site of the
former Manteo Middle School in the Town of Manteo. The site is bordered by US 264,
Greenville Street, Salty Dog Lane and Fernando Street. The Natural Resource Conservation
Service Soil Survey for Dare County has mapped the soils to consist primarily of Johns
Loamy Sand, which includes an infiltration rate ranging between 0.6 — 20 inches per hour
within the various layers. The site is relatively level, with elevations ranging from 2 to 6 feet
above sea level (NAVD 1988) and the 100 year flood elevation is 8.2. Vegetation on non -
improved portions of the site consists mainly of grass with scattered trees (primarily pine).
The large portion of the west side of the site drains into drop inlets and is conveyed directly
to the US 264 stormwater collection system. Runoff from the majority of the remainder of the
site is collected by drop inlets and is conveyed to a stormwater pump station, which pumps
the runoff to the marsh across Salty Dog Lane. Ultimately, the entire site drains to
Shallowbag Bay. In 2009, the College completed construction of a 22,612 square -foot
Professional Arts Building on the east side of the site. Construction included a created
wetland designed in accordance with NCDENR standards and permitted by NCDENR under
stormwater management permit number SW7080819MOD. The created wetland provided
5,884 cubic feet of treatment volume to accommodate 3,656 cubic feet produced by the
construction of the Professional Arts Building and Boat House, as well as available storage
volume for future endeavors. After functioning for nearly four years, the vegetation within the
wetland is well established and the system appears to be functioning as intended.
Proposed Development: An existing compacted gravel parking lot is located along the
south side of the site. College of the Albemarle intends to re -grade, expand and pave this
parking lot to better accommodate the needs of the school. Work will include the addition of
landscaping and modifications to the drainage system. A portion of the proposed parking
area is included within the contributing drainage area for the wetland. The remaining area
drains toward existing stormwater management systems within the site that do not convey
runoff to the created stormwater wetland. The Town of Manteo has also requested a
sidewalk extending from the Grenville Street entrance along the south property line to US
64. This College does not have funds to install the sidewalk at this time. However, a location
for the sidewalk has been shown on the plans and coverage has been included within the
application so that the sidewalk may be installed when funds become available.
Land Planning — Engineering — Environmental — Construction Management
P.O. Box 3989, 115 W. Saint Clair St., Kill Devil Hills, North Carolina 27948
North Carolina License No. C-1027
Phone: [phone] w ..AlbemarteAssociates.com Fax: [phone]

I

College of the Albemarle
Stormwater Management Narrative
May 30, 2013
Page 2 of 2
NCDENR Permitting Compliance for Modification: By removing 15,424 sf of gravel
pavement and adding 24,647 sf of pavement for the project, plus 3,140 sf for the proposed
sidewalk along the Grenville Street perimeter, the project will increase the coverage on the
site by 12,363 sf. The drainage patterns established for the new parking lot will reduce
"untreated" runoff from the site by directing 10,258 sf of the new pavement to the created
wetland. In addition, the system will capture runoff from approximately 3,385 sf of existing
asphalt pavement along Uppowoc Street and 760 sf of the proposed sidewalk and direct it to
the wetland. The net result is 14,403 sf of additional built upon area being directed into the
created wetland for a total of 57,209 sf. This increases the calculated runoff resulting from 1"
of rainfall within the contribution drainage area from 3,656 cf to 4,748 cf (1,092 cf increase).
In addition, this application is including an additional 15,150 sf of "future" coverage that will
bring the total calculated runoff entering the created wetland to the permitted value of 5,884
cf. This is being done to simplify the permit conditions and any future permitting
modifications that may be undertaken with a minor modification / plan revision. In the event
future improvements are performed, plans will be provided to the Division of Water Quality
personnel for concurrence with permit conditions and file update. However, a major permit
modification will not be required. A summary of these items is as follows:
College of the Albemarle — Professional Arts Building
Created Stormwater Wetland Permit Summary
SW7080819MOD
Parking Lot Expansion
"Future' Allocation
Total Contributing
2.45 ac
2.52 ac
2.52 ac or
Area
to be revised
Total Contributing
Built Upon Area
42,806 sf
57,209 sf
72, 359 sf
Total Coverage
40.1%
52.1%
65.9%
Resulting Runoff
3,656 cf
4,748 cf
5,884 cf
(1" rainfall)
Approved Wetland
5,884 cf
5,884 cf
5,884 cf
Volume

Volumetric Runoff Calculations
Simple Method
Project Name: The College of the Albemarle - Professional Arts Building Modification (parking lot improvements)
Created Wetland Drainage Area (without "Future" Allocation)
Receiving Stream Name
Shallowbag Bay
Receiving Stream Class & Index Number
SC (30-21-3)
Drainage Area
109,771
SF
Existing Impervious Area
42,806
SF
Proposed Impervious Area
14,403
SF
% Impervious Area (total)
52.1 %
Impervious Surface Area
On -site Buildings or Lot BUA
14,167
SF
On -site Streets
0
SF
On -site Parking
29,352
SF
On -site Sidewalks/Concrete
10,305
SF
Other on -site (FUTURE)
0
SF
Off -site
3,385
SF
Total:
57,209
SF
Runoff Calculations (Simple Method)
Design Runoff (in)
1
Total Area (Ac.)
109,771
Coverage
52.1%
R(v)
0.519
Rainfall Volume
4,748
NCDENR Design: 4,748
Existing
Proposed
(original permit &
(new parking &
modification)
"future" coverage)
14,167
0
0
0
19,094
10,258
9,545
760
0
0
0
3,385
42,806
14,403

Volumetric Runoff Calculations
Simple Method
Project Name: The College of the Albemarle - Professional Arts Building Modification (parking lot improvements)
Created Wetland Drainage Area (with "Future" Allocation)
wing Stream Name
Shallowbag Bay
Existing Proposed
(original permit & (new parking &
modification) "future" coverage)
14,167 0
0 0
19,094 10,258
9,545 760
0 15,150
0 3,385
42,806 29,553
wing Stream Class & Index Number
SC (30-21-3)
age Area
109,771 SF
ng Impervious Area
42,806 SF
ised Impervious Area
29,553 SF
3ervious Area (total)
65.9%
vious Surface Area
e Buildings or Lot BUA
14,167 SF
e Streets
0 SF
e Parking
29,352 SF
e Sidewalks/Concrete
10,305 SF
on -site (FUTURE)
15,150 SF
e
3,385 SF
Total:
72,359 SF
Runoff Calculations (Simple Method)
Design Runoff (in) 1
Total Area (Ac.)
109,771
Coverage
65.9%
R(v)
0.643
Rainfall Volume
5,884_
NCDENR Design:
5,884
c F
z
rn
SP
O
w �
M

IWA
June 12, 2013
NCDENR DWQ
943 Washington Square Mall
Washington, NC, 27889
RECEIVED
J U N 14 2013
DWQ-WARO
ATTN: Mr. Samir Dumpor
RE: College of the Albemarle —Stormwater PermCSW77080:819MOD (Dare County)
Modification for Parking Lot Improvements
Dear Samir:
(}1�d, 4
MM
1""J -I
Please find the attached stormwater management application package for modifications to the College of
the Albemarle, Manteo campus in Dare County. The original stormwater management permit
(SW7080819) was issued to Dare County (property owner) for the construction of the New Professional
Arts Building in 2008. The project included a created wetland that contained additional capacity to
manage stormwater runoff (V rainfall event) from the new building and pavement plus future
improvements to the campus. During construction on the Arts Building, the permit was modified in 2009 to
include runoff from a "boat house" that was being added to the site. The college now intends to pave the
existing on -site gravel parking lot. The project will include a new increase in site coverage as the lot is
being expanded. Additional, the Town of Manteo is interested in constructing a sidewalk along the
perimeter of the site, and that coverage is being included in this permit. A portion of the new parking lot
and proposed sidewalk as well as a portion of the existing roadway is being directed into the created
wetland. This package includes.
• Stormwater management permit application form (1 original & 1 copy)
• Submittal fee ($505)
• Stormwater management narrative (1 original)
• Runoff volume calculations (1 original)
• Wetland Supplement (1 original)
• Two sets of drawings
o C201 Existing Site and Demolition Plan (dated 05/21/13)
o C301 Parking lot addition Plan (dated 05/21/13)
If you have any questions pertaining to this submittal, please do not hesitate to contact me,
Sincerely,
A
Michael J. Morway, PE
Engineer
cc: Steve Wilt, MBAJ Architecture
Robert Howard, College of the Albemarle
Land Planning - Engineering - Environmental - Construction Management
P.O. Box 3989, 115 W. Saint Clair St., Kill Devil Hills, North Carolina 27948
North Carolina License No. C-1027
Phone: [phone] www.AlbemarteAssociates.com Fax: [phone]

`s Id'e�:'��3

Permit Number
(to be provided by DWQ)
'- AT
h�oF W A Te9Or
HCD� RC (� ��9E� o�
AUG Z / ZOOS STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
C�l�9�i-l�9AR® WETLAND SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part Ill) must be printed, filled out and submitted along with all the required information.
Project name
College of the Albemarle New Professional Arts Building - Former Manteo Middle School
Contact name
Michael Morway, PE
Phone number
252-441-2113
Date
August 18, 2008
Drainage area number
1
Ill. DESIGN INFORMATION
Site Characteristics
Drainage area
106,860.00 ftZ
Impervious area
40,126.00 ftZ
Percent impervious
37.6% %
Design rainfall depth
1.00 inch
Peak Flow Calculations
1-yr, 24-hr runoff depth
3.80
in
1 -yr, 24-hr intensity
3.10
in/hr
Pre -development 1-yr, 24-hr runoff
4.10
ft3/sec
Post -development 1-yr, 24-hr runoff
4.70
ft3/sec
Pre/Post 1-yr, 24-hr peak control
0.60
ft3lsec
Storage Volume: Non -SR Waters
Design volume (temporary pool volume)
5,884.00 ft3
OK
Depth of temporary pool/ponding depth (Dp,$)
12.00 in
OK
Drawdown time
2.10 days
OK
Diameter of orifice
1.00 in
OK
Coefficient of discharge (CD) used in orifice diameter
0.60 (unitiess)
calculation
Driving head (Ho) used in the orifice diameter calculation 0.32 ft Provide calculations to support this driving head.
Storage Volume: SR Waters Parameters
1-yr, 24-hr depth in
Pre -development 1-yr, 24-hr runoff ft3
Post -development 1-yr, 24-hr runoff ft3
Minimum volume required ft3
Volume provided ft3
Form SW401-Wetland-Rev.2 Parts I and If. Project Design Summary, Page 1 of 3

Permit Number
(to be provided by DWQ)
Surface Areas of Wetland Zones
Surface Area of Entire Welland
5,884.00 if OK
Shallow Land
2,353.00fe
OK
The shallow land percentage is:
0.40 %
Shallow Water
2,471.00 ftz
OK
The shallow water percentage is:
0.42 %
Deep Pool
Forebay portion of deep pool (pretreatment)
710.00 It'
OK
The forebay surface area percentage is:
0.12 %
Non-forebay portion of deep pool
350.00111
OK
The non-forebay deep pool surface area percentage is:
0.06 %
Total of wetland zone areas
5,884.00 ftz
OK
Add or subtract the following area from the zones
0.00 R2
Topographic Zone Elevations
Temporary Pool
Shallow Land (top)
2.20 fmsl
Permanent Pool
Shallow Water (top)
1.20 fmsl
Deep Pool (top)
0.70 fmsl
Most shallow point of deep pool's bottom
-0.80 first
Deepest point of deep pool's bottom
-1.00 fmsl
Design must meet one of the following two options:
This design meets Option #1,
Deep pool is 6inches below SLWT, If yes:
y (Y or N)
SLWT (Seasonally Low Water Table)
0.70 first
OK
This design meets Option #2,
Has a Gay liner
If yes:
Depth of topsoil above clay liner
in
Topographic Zone Depths
Temporary Pool
Shallow Land
12.00 in
OK
Permanent Pool
Shallow Water
6.00 in
OK
Deep Pool (shallowest)
18.00 in
OK
Deep Pool (deepest)
20.40 in
OK
Planting Plan
Are cattails included in the planting plan?
n (Y or N) OK
Number of Plants in planting plan recommended:
Herbaceous (4inch diameter)
180
Shrubstsmall trees (1 gallon or larger)
120
Trees (1.5" dbh)
30
Number of Plants in planting plan provided (several species of
each plant type are recommended):
Herbacious (4inch diameter)
180 OK
Shrubs/small trees (1 gallon or larger)
120 OK
Trees (2.5" dbh)
22 Higher density is recommended.
Form SW401-Wetland-Rev.2 Parts I and II. Project Design Summary, Page 2 of 3

Permit Number
(to be provided by DWQ)
Additional Information
Can the design volume be contained?
Does volume in excess of the design volume flow evenly
distributed through a vegetated filter?
What is the length of the vegetated filter?
Are calculations for supporfing the design volume provided in the
application?
Is BMP sized to handle all runoff from ultimate build -out?
Is the BMP located in a recorded drainage easement with a
recorded access easement to a public Right of Way (ROW)?
The length to width ratio is:
Approximate wetland length
Approximate wefland width
Approximate surface area using length and width provided
Will the wetland be stabilized within 14 days of construction?
y (Y or N) OK
y (Y or N)
OK
30.00 it
y (Y or N)
OK
y (Y or N)
OK
n (Y or N)
Insufficient ROW location.
22.03:1
OK
360.00 ft
16.34 ft
5,882.40 ftZ
This approx. surface area is within this number of square
feet of the entire wetland surface area reported above:
y (Y or N)
OK
Forth SW401-Wetland-Rev.2
Parts I and It. Project Design Summary, Page 3 of 3

Perm t No.
(to be provided by DWQ)
III. REQUIRED ITEMS CHECKLIST
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.
Initials Pagel Plan
Sheet No.
M un-
KP\1 C31Oa
Kv\ C302
IMS� C3�2
MSlk 9
ti
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),
Wetland dimensions (and length to width ratio),
Pretreatment system,
Maintenance access,
Proposed drainage easement and public right of way (ROW),
Overflow device, and '
Boundaries of drainage easement.
2. Plan details (1" = 50' or larger) for the wetland showing:
- Wetland dimensions (and length to width ratio)
Pretreatment system,
Maintenance access,
Proposed drainage easement and public right of way (ROW),
Design at ultimate build -out,
Off -site drainage (if applicable),
Overflow device, and
Boundaries of drainage easement.
3. Section view of the wetland (1" = 20' or larger) showing:
- Side slopes, 3:1 or lower
- Wetland layers
All wetlands: Shallow land depth, shallow water depth, deep pool depth
Option 1, no clay liner: SLWT depth
Option 2, clay liner: Depth of topsoil on top of liner, liner specifications
RECISVIED
AUG 2 7 2008
4. A detailed planting plan (1" = 20' or larger) prepared by a qualified individual showing:
- A variety of suitable species (not including cattails),
- Sizes, spacing and locations of plantings,
- Total quantity of each type of plant specified,
- A planting detail,
- The source nursery for the plants, and
- Fertilizer and watering requirements to establish vegetation.
5. A construction sequence that shows how the wetland will be protected from sediment until the entire
drainage area is stabilized.
6. The supporting calculations (including drawdown calculations).
7. A copy of the signed and notarized operation and maintenance (0&M) agreement.
8. A copy of the deed restrictions (if required).
K�Vll �KN2J 9. 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.
SW401-Wetland-Rev.2 Part III, page 1 of 1

RECEWED Permit Number:
AUG 2 7 2008
(to be provided by DWQ)
Drainage Area Number:
Stormwater Wetland Operation and Maintenance Agreement
DWQ-WAR®
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
— Immediately after the stormwater wetland is established, the wetland plants will
be watered twice weekly if needed until the plants become established
(commonly six weeks).
— No portion of the stormwater wetland will be fertilized after the first initial
fertilization that is required to establish the wetland plants.
— Stable groundcover will be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
— Once a year, a dam safety expert will inspect the embankment. (NcC'
After the wet detention pond is established, I will inspect it once a month and within 24
hours after every storm event greater than 1.0 inches (or 1.5 inches if in a Coastal
County). Records of operation and maintenance will be kept in a known set location
and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the
Areas of bare soil and/or
Regrade the soil if necessary to
wetland
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide time and a
one-time fertilizer application.
Vegetation is too short or too
Maintain vegetation at a height of
long.
approximately six inches.
The inlet device: pipe or
The pipe is clogged (if
Unclog the pipe. Dispose of the
swale
applicable).
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged (if
applicable).
Erosion is occurring in the
Regrade the swale if necessary to
swale (if applicable).
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
Form SW401-Wetland O&M-Rev.3 Page 1 of 4

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

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

Permit Number:
be provided by DlVQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. 1 agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:Colleize of the Albemarle New Professional Arts Building
BMP drainage area number:
Print
Title:County Attorney - Dare County t
Note: The legally responsible party should not be a homeowners association unless more than 50%of
the lots have been sold and a resident of the subdivision has been named the president.
1, \Jail f to - w i %l i n ms a Notary Public for the State of
Nor -A Lrchna , County of do hereby certify that
j�ober F t0U-1%n personally appeared before me this 19
day of _&gu'si bo,? , and acknowledge the due execution of the
forgoing stormwater wetland maintenance requirements. Witness my hand and official
seal,
�•�p� E. 64gC� °°F°o
°°F'o-5[5"AAi^t
SEAL
My commission expires / I' a 1)- 01?
Form SW401-Wetland O&M-Rev.3 Page 4 of 4