SW7060816_CURRENT PERMIT_20201104

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
DOC TYPE
CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2Ad mq`i
YYYYM M DD

Wm 9"40
ROY COOPER
Covemor
MICHAEL S. REGAN
Secretary
BRIAN WRENN
Director
NORTH CAROLINA
Environmental Quality
November 4, 2020
Currituck County Schools
Attention: Mr. Matthew D. Mullins, Director of Facilities
2958 Caratoke Highway
Currituck, NC 27929
Subject: Stormwater Permit No. SW7060816 Renewal
Jarvisburg Elementary School
High Density Project
Currituck County
Dear Mr. Mullins:
The Washington Regional Office received a Stormwater Management Permit
Application for renewal of the subject permit on October 7, 2020. Staff review of the
application has determined that the permit can be reissued. We are forwarding Permit
No. SW7060816 dated November 4, 2020, for the continued operation of the subject
project.
This permit, upon its effective date, will replace all previous State Stormwater permits for
this project. This permit shall be effective from January 4, 2021 until January 3, 2029 and
shall be subject to the conditions and limitations as specified therein, and does not
supersede any other agency permit that may be required. 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 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 me at [phone].
Sincerely,
:r
Roger K. Thorpe
Environmental Engineer
North Carolina Deparnnent of Environment lQuality i Dni ion or Eneigv MLeral and Lind Qesources
T Washington Regional Office 913 Washington Square Mall "Vahmgton Not Ca, ohn' 27 H69
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STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES
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
Currituck County Schools
Jarvisburg Elementary School
Located at 110 Jarvisburg Road, Jarvisburg, NC
Currituck County
FOR THE
construction, operation and maintenance of an infiltration basin 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 Energy, Mineral, and
Land Resources (Division) and considered a part of this permit.
This permit shall be effective from January 4, 2021 until January 3, 2029, 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.
This stormwater system has been approved for the management of stormwater
runoff as described on page 2 of this permit, the Project Data Sheet.
3. A maximum of 4.81 acres of built upon area is allowed on this 45.2 site.
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 approved plans.
5. Approved plans and specifications for this project are incorporated by reference and
are enforceable parts of the permit.

M
PROJECT DATA SHEET
Project Name:
Jarvisburg Elementary School
Permit Number:
SW7060816
Location:
Currituck County
Applicant:
Currituck County Schools
Receiving Stream:
LIT to Currituck Sound
Classification of Water Body:
Sc
Total Site Area:
45.2 ac
Drainage Area to Basin:
9.15 ac
Total Impervious:
4.81 ac
Infiltration Basin Depth:
3.0 feet
Required Storage Volume:
20,604 cf
Provided Storage Volume:
151,268 cf
Bypass Overflow Elevation:
9.0 feet

6. No homeowner/lot owner/developer shall be allowed to fill in, alter, or pipe any
vegetative practices (such as swales) shown on the approved plans as part of the
stormwater management system without submitting a revision to the permit and
receiving approval from the Division.
7. The following items will require a modification to the permit:
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 of the project area.
In addition, the Director may determine that other revisions to the project should
require a modification to the permit.
8. 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.
II. SCHEDULE OF COMPLIANCE
The permittee will comply with the following schedule for construction and
maintenance of the stormwater management system.
a. 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 surfaces except roads.
During construction, erosion shall be kept to a minimum and any eroded areas
of the system will be repaired immediately.
2. The facilities must be properly maintained and operated at all times. The approved
Operation and Maintenance Plan must be followed in its entirety and maintenance
must occur at the scheduled intervals.
3. 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. Semiannual scheduled inspections (every 6 months)
b. Sediment removal
C. Mowing and revegetation of side slopes

d. Immediate repair of eroded areas
e. Maintenance of side slopes in accordance with approved plans and
specifications
f. Debris removal and unclogging of outlet structure, orifice device and catch
basins and piping.
4. Records of maintenance activities must be kept and made available upon request to
authorized personnel of the Division. The records will indicate the date, activity,
name of person performing the work and what actions were taken.
5. This permit shall become voidable unless the facilities are constructed in accordance
with the conditions of this permit, the approved plans and specifications, and other
supporting data.
6. Upon completion of construction 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. Mail
the Certification to the Washington Regional Office, 943 Washington Square Mall,
Washington, North Carolina, 27889, attention Division of Energy, Mineral, and Land
Resources.
7. A copy of the approved plans and specifications shall be maintained on file by the
Permittee for a minimum of five years from the date of the completion of construction.
III. GENERAL CONDITIONS
This permit is not transferable. In the event there is a desire for the facilities to change
ownership, or there is a name change of the Permittee, a formal permit request must
be submitted to the Division accompanied by an application fee, 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.
2. Failure to abide by the conditions and limitations contained in this permit may subject
the Permittee to enforcement action by the Division, in accordance with North
Carolina General Statute 143-215.6(a) to 143-215.6(c).

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) which have 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 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.
6. This permit shall be effective from January 4, 2021 until January 3, 2029.
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 4th day of November 2020.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
For
Brian Wrenn, Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW7060816

-19FM1-K IJSF ON[ Y
Date Received
Fee Paid
Permit Number
NC DEQ Division of Energy, Mineral and Land Resources
STATE STORMWATER:
PERMIT RENEWAL APPLICATION FORM
RECEIVED OCR 0 7 2020
In accordance with 15A NCAC 2H.1045(3), the current permit holder shall renew their high density permit 180 days
prior to its expiration. Renewed permits are valid for a period of 8 years per Session Law 2011-398 (SB 781)
Section 60.(c). This application form is for permit renewals only.
A. PROJECT INFORMATION
1. State Stormwater Permit Number: 1 l UV l V(D U;S I (r
2. Projectname: ��lti"Ul�llIi)(�rG I;�('IYt�'61�G16U SC' 10C)l
3. Project street address: i i lJ i (� Iv'j �7I,C (Gj ��'� ((
City: ) is Y lil S hi,(1'U � County: I 1-Id LIB ZIP 1 7'1 `�� �
J
4. What, if any, changes have been made to the project as permitted? N I A
If the project has changed from the original approved plans, please complete SWU-101 fora Major
Modification or Minor Modification Application form available at: https://deg.nc.gov/abouUdivisions/ener {_ _
mineral-land-resources/energy-m i neral-la nd-rules/stormwater-prog ramipost-construction.
B. PERMITTEE INFORMATION
If changes to the permittee or project name have been made, please complete either the Permit Update form
or the Permit Transfer form available at: https://deg.nc.gov/about/divisions/energy-mineral-land-
resources/energy-mineral-land-rules/stormwater-program/post-construction. State Stormwater Permits do not
automatically transfer with the sale of the property.
1. Current Permit Holder's Company Name/Organization: ftt r f 1t U ( k Cut (`I (I j (.hloo S
2. Signing Official's Name:
i Iv�(.1'ii�1t UU �. INfL�1 Ias {{
3. Signing Official's TitlYY]] 1J�1 e:Et (n�Y FROlfil SI V0�AII11( I�� �(� 2r Irp..11S 1)(;I' I(� ,l i(fl'
4. Mailing Address: 1::5' i t ,i.i'rkA'(,U HICAwAw
City: 1 Miii, f i TU (.IC State: N C, zip
5. Street Address:,Fk �1` S fd;t�CITU�� ��Iu�1��UCIU SOCI. A
City: ( UI 1,1 -f-�� J State: zip
6. Phone: (T-) Email: YYlY1r)WhV1S &1(,u-rYl rl,((k. L Q. VIC Lk
ex{- tuJK;i,
Stormwater Permit Renewal Form Page 1 of 3 May 11, 2018

C. SUBMITTAL REQUIREMENTS
Submit the application package to the appropriate DEMLR Regional Office (Coastal, SA Waters) or DEMLR
Central Office (Urbanizing Areas Ph 2, USMP, Non -Coastal HQW/ORW). Only applications packages that
include all required items listed below will be accepted and reviewed.
Initial each item below to indicate that the required information is provided in the application package:
1. A permit application processing fee of $505.00 payable to NCDEQ.
\2. One original signed hard copy and one electronic copy of this completed form. The signing official
named on this application to represent the current permittee must meet one of the following:
a. Corporation — a principle executive officer of at least the level of vice-president;
b. Limited Liability Company (LLC) — a manager or company official as those terms are defined
in G.S. 57D "North Carolina Limited Liability Company Act;"
c. Public Entity — a principal executive officer, ranking official, or other duly authorized employee;
d. Partnership or limited partnership — the general partner;
e. Sole proprietor; or
f. Letter of authorization signed by one of the signatories noted in a — e above authorizing the
signature of another entity.
3. One hard copy and one electronic copy of recorded documents required by the original permit that have
not yet been received by DEMLR, including: deed restrictions, protective covenants,
condominium/planned community declaration and easements. If the project has been built, include
documentation that the maximum BUA per lot or maximum total BUA has not been exceeded. If
the project has not been built, include a signed agreement that the final recorded deed restrictions
and protective covenants will be submitted at a later date.
O&M Agreements, Please select one:
❑ I have a copy of the current recorded O&M Agreement for all SCMs, and I will continue to
keep this on file with the permit; or
I�KI do not have a copy of the current recorded O&M Agreement for all SCMs and am
requesting a copy be sent to me. I agree to keep this on file with the permit.
Desr Certifications, Please select one:
A copy of the certification(s) confirming that the project was built in accordance with the
approved plans have been previously provided to the Division; or
❑ A copy of the certification(s) confirming that the project was built in accordance with the
approved plans are enclosed; or
❑ The project has not yet been built.
OAL 6. [IF APPLICABLE] If the project has been built, one original hard copy and one electronic copy of a
signed, sealed, and dated letter from a licensed professional stating that the SCMs have been
inspected, and that they have been built and maintained in accordance with the permit.
t I (k 7. [IF APPLICABLE] When the permittee is a corporation or a limited liability corporation (LLC): Provide
one hard copy and one electronic copy of documentation from the NC Secretary of State, or other
official documentation, which supports the titles and positions held by the persons listed in Section
C.2 per 15A NCAC 2H. 1043(3)(b).
https://www.sosnc.gov/online services/search/by title/ Business Registration
Stormwater Permit Renewal Application Form Page 2 of 3 May 11, 2018

D. PERMITTEE'S CERTIFICATION
IN.}}kcw D . k1 q; k c, —,the person legally responsible for the permit, certify that I have
a copy of the Permit and O&M Agreement on site (or I will obtain a copy and it will be kept on site), that I am
responsible for the performance of the maintenance procedures, and the site has been and will be maintained
according to the O&M Agreement and approved plans. I agree to notify DEMLR of any problems with the SCMs
or built -upon area and to submit the proper forms to modify or transfer the permit prior to any changes to the
project, SCMs, or ownership. All information provided on this permit renewal application is, to the best of my
knowledge, correct and complete. / /
��:S.►�%%'a Date: AFACO
NOTARIZATION:
1, hbeccG 1
County of
a Notary Public for the State of
do hereby certify
that IA0, LrJtW U. IVt U t I IV) j personally appeared before me
this the I Ut" day of 'Se'Qi:. b'tr 20 Q-0 , and acknowledge the due
execution of the forgoing instrument. Witness my hand and official seal,
(Notary Seal)
Notary Signature:
My commission expires 051131 aoay
DA
,`GpP•....U(3y
.
gym. �OTARy
1"N COON�y
Stormwater Permit Renewal Application Form Page 3 of 3 May 11, 2018

Quible
Quible & Associates, P.C. Po Drawer e70
Kitty Hawk NC 27949
ENGINEERING • ENVIRONMENTAL SCIENCES • PLANNING • SURVEYING Phone'. 252 261-3300
SINCE 1959 Fax[phone]W
PRINCIPALS
Sean C. Boyle, P.E.
Joseph S. Lassiter. C.E.P
Eduardo J. Voldtvieso. P.E.
ASSOCIATES
November 5, 2008 Joseph . All PE.
Katherine C. Marchello, IS.
Mr. Roger Thorpe
NCDENR
Division of Witter Quality
943 Washington Squarc Mall
Witshington, North Carolina 27889
Re: Engineer'sCeritilication
Jarvisburg Elementary School
Stormwater Permit No. SW7060816
Jarvisburg, Currituck County
Dear Mr. Thorpe:
Attached, please find it Stonmvater Management Designet's Certification for the Jarvisburg Elementary
School in .larvisburg, NC.
If you have any questions, or require any additional information, please do not hesitate to contact me at
[phone].
Sincerely,
Quible ssal oces, P.C.
avid eel
enc: as stated
cc: Mr. Bruce MacDonald, Currituck Couni Public Schools
NOV 0 B 2008
DWO-WAR0

Jarvisburg Elementary School - Currituck County
Stormwater Permit No. SW7060816
Designees Certification
P. C as a duly
registered Professional Engineer in the State of North Carolina, having been authorized to observe
(periodically/weekly/full time)
the construction of the project, Iory��rmP,niru
(Project)
for_Cor6iiwi (,,,u,}v Rn ,fir 5CIrY)15 (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.
Signature
Registration Number
Date
Certification Requirements:
N\h 1.
The drainage area to the system contains approximately the permitted acreage.
DL�L2.
The drainage area to the system contains no more than the permitted amount of built -upon area.
0AG 3.
All the built -upon area associated with the project is graded such that the runoff drains to the
system.
�l 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.
All slopes are grassed with permanent vegetation.
i)L-8.
Vegetated slopes are no steeper than 3:1.
M 9.
The permitted amounts of surface area and/or volume have been provided. REU�I �/ IED
�1tN !� y.
) 10.
ISsT
All required design depths are provided.
NOV 0 8 2(?W
M-11.
All required parts of the system are provided including any vegetated filter.
�12.
(�
The required system dimensions are provided per the approved plans. ®WO-1 °/AR0

i
Permit No.
State of North Carolina (ro be provided by DWQ)
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form may he photocopied for use as an original
DWO Stonnwater Management Plan Review
A complete stormwater management plan submittal includes a stormwater management permit application, an
infiltration basin supplement for each system, design calculations, soils report and plans and specifications
showing all stormwater conveyances and system details.
I. PROJECT INFORMATION
Project Name: / 5G ,
Contact Person: DO11 � n�p� p F Phone Number: f252)26/- s�nr7
This worksheet applies to: Basin No.
in Drainage Area /
(as identified on plans) (%rom Form SWU-/0/J
II. DESIGN INFORMATION - Attach supporting calculations/documentation. The soils report must be
based upon an actual field investigation and soil borings. County soil maps are not an acceptable source
of soils information. All elevations shall be in feet mean sea level (fmsl).
Soils Report Summary
Soil Type �n
Infiltration Rate 2 o inA r or ef/hr/sf (circle appropriate units)
SI1 WT Elevation _ 4 Q fmsl (.Seasonal Nigh Water Table elevation)
Basin Design Parameters
Design Storm inch (1.5 inch eventfor.SA waters, I inch event for others)
Design Volume 20 604- c.f.
Drawdown Time 0 7S days
Basin Dimensions
Basin Size 310 ft. x 40 9 ft. _
_2E,/48 sq.ft. (bottom dimensions)
Basin Volume Provided 1 I ZF A c.f i
� tr�rnct� w 1cf f (n
Basin Elevations JJ
Bottom Elevation 6.0 fnsl
Storage Elevation 4 0 fmsl
Top Elevation I0 O fmsl
Form SWU-103 Rev 3.99 Page l of 3

III. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate that the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. Attach justification if a requirement has not been met.
Applicants Initials
17Ab a.
b.
c.
t-1LC1.t� d.
e.
System is located 50 feet from class SA waters and 30 feet from other surface waters.
System is located at least 100 feet from water supply wells.
Bottom of system is at least 2 feet above the seasonal high water table.
Bottom of the system is 3 feet above any bedrock or impervious soil horizon.
System is not sited on or in fill material or DWQ approval has been obtained.
f. System is located in a recorded drainage easement for the purposes of operation and
maintenance and has recorded access easements to the nearest public right-of-way.
" PriuGtefy oUuhedCA11aMO,1,Jal ed a sfe,h local 01
.pvo)ecf open mace.
g. Drainage area for the d vice is less that 5 acres.
� (i31., is SI hillcanll overAred to wligala larg9e drainage avea, Flawdrofrvbuflu^ Provided fL+ioe��Gnu} 1Ja5f.v
h. Soils have a minimum ydraulic conductivity of 0.52 inches per hour and soils report is
attached.
Df�D System captures and infiltrates the runoff from the first 1.0 inch of rainfall (1.5 inch event for
areas draining to SA waters ). Design volume and infiltration calculations attached.
nl� j. System is sized to take into account the runoff at the ultimate built -out potential from all
surfaces draining to the system, including any off -site drainage. Calculations attached.
k. All side slopes stabilized with vegetated cover are no steeper than 3:1 (H: V).
A pretreatment device such as a catch basin, grease trap, filter strip, grassed Swale or
sediment trap is provided.
in. Bottom of the device is covered with a layer of clean sand to an average depth of 4 inches or
dense vegetative cover is provided.
N %A I n. Vegetated filter is provided for overflow and detail is shown on plans (Required minimum
length is 50 feet for SA waters, 30 feet for other waters). W nli110a}ed by si n llcun}�overslz�e( f�zaln. n� o. Flow distribution mechanism within the basin is provided.
DK) p. A benchmark is provided to determine the sediment accumulation in the pretreatment device.
WA y — q. Runoff iq exceess of the design volume bypasses off-line systems (bypass detail provided).
SAD r. Ssystetir�is ddes5g ed to nrafw down he des gn storage volume to the proposed bottom
elevation under seasonal high water conditions within five days. A soils report and all
DnND� pertinent draw -down calculations are attached.
s. Plans ensure that the installed system will meet design specifications (constructed or
restored) upon initial operation once the project is complete and the entire drainage area is
stabilized.
Forin SWU-103 Rev 3.99 Page 2 of 3

IV. INFILTRATION BASIN OPERATION AND MAINTENANCE AGREEMENT
1. After every runoff producing rainfall event and at least monthly inspect the infiltration system for erosion,
trash accumulation, vegetative cover, and general condition.
2. Repair eroded areas immediately, re -seed as necessary to maintain adequate vegetative cover, snow
vegetated cover to maintain a maximum height of six inches, and remove trash as needed.
3. After every runoff producing rainfall event and at least monthly inspect the bypass, inflow and overflow
structures for blockage and deterioration. Remove any blockage and repair the structure to approved design
specifications.
4. Remove accumulated sediment from the pretreatment system and infiltration basin annually or when depth
in the pretreatment unit is reduced to 75% of the original design depth. The system shall be restored to the
original design depth without over -excavating. Over -excavating may cause the required water table
separation to be reduced and may compromise the ability of the system to perform as designed. Removed
sediment shall be disposed of in an appropriate manner and shall not be handled in a manner that will
adversely impact water quality (i.e. stockpiling near a stonnwater treatment device or stream, etc.).
A benchmark shall be established in the pretreatment unit. The benchmark will document the original
design depth so that accurate sediment accumulation readings can be taken. The measuring device used to
determine the depth at the benchmark shall be such that it will give an accurate depth reading and not
readily penetrate into accumulated sediments.
6. %S -Wpm DM#1e#.3
When the design depth reads 5-DepiA BM#z
feet in the pretreatment unit, the sediment shall be
removed from both the pretreatment unit and the infiltration basin.
5. If the Division determines that the system is failing, the system will immediately be repaired to original
design specifications. I f the system cannot be repaired to perform its design frtnction, other stormwater
control devices as allowed by NCAC 2H .1000 must be designed, approved and constructed.
1 acknowledge and agree by my signature below that I am responsible for the performance of the five
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.
Print Name and Title
t
Phone: 2
NOW The legally responsible parry 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.
4-L-=- 1, , a Notary Public for the State of
1 C ,County of do hereby certify that personally appeared before me this
/�
day of , �, and acknowledge the due execution of the forgoing infiltration basin maintenance requirements.
Witness my hand and official seal,
\�ys'�VXXA anrn„�
SEAL maw^'yVET?E ^�ror
�.^. •�.•••• _•.y .
,'• Np •--:tip:
_cn`r
Form StB+.$ev 3.99 •, 'G.
My commission expires + Zy p/D
Page 3 of 3