SW7091205_HISTORICAL FILE_20210505

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
_0A
YYYYMMDD

LJaVL
ROY COOPER
Governor
DIONNE DELLFGATTI
Secretary
BRIAN WRENN
Director
NORTH CAROLINA
Environmental Quality
May 5, 2021
Twiddy Family Partnership, LLC
Attention: Douglas A. Twiddy, Manager
P.O. Box 369
Corolla, NC 27927
Subject: Stormwater Permit Renewal
Stormwater Management Permit SW7091205
Twiddy Operations Building
Currituck County
Dear Mr. Twiddy:
A Division of Energy, Mineral, and Land Resources file review has determined that
Stormwater Permit SW7091205 for a stormwater treatment system consisting of a
constructed wetlands basin serving the Twiddy Operations Building located at 1141 &
1143 Persimmon Street, Corolla, NC expires on December 31, 2021. This is a reminder
that permit renewal applications are due 180 days prior to expiration. We do not have a
record of receiving a renewal application.
Please submit a completed permit renewal application along with a $505.00 fee. If this
property has changed ownership a change of ownership application is needed as well.
Permit application forms for renewal and ownership transfer can be found on our
website at: hftps://deq.nc.gov/about/divisions/energy-mineral-and-iand-
resources/stormwater/stormwater-program/post-construction-2. North Carolina General
Statutes and the Coastal Stormwater rules require that this property be covered under a
stormwater permit. Failure to maintain a permit subjects the permittee/owner to
assessment of civil penalties.
If you have questions, please feel free to contact me at [phone]. 1 will be glad to
discuss this by phone or meet with you. If you would like, I can e-mail you a copy of the
application forms. You can request a copy by e-mailing me at
[e-mail].
Sincerely,
Roger K. Thorpe
Environmental Engineer
North Carolina Department of Environmental Quality I Division of Energy, Mineral and Land Resources
Washington Regional Office 1943 Washington Square Mall I Washington, North Carolina 27889
252.946.6481

�ec�
Quible
Quible & Associates, P.C.
P.O. Drawer 870
My HawV, NC 27949
ENGINEERING • ENVIRONMENTAL SCIENCES • PLANNING • SUWDING
Phone: [phone]
SINCE 1959
Fax: [phone]
PRINCIPALS
Sean C. Boyle, P.E.
Joseph S. Lassiter. C.E, P.
Eduardo J. VoltlMeso. P.E.
August 4, 2010
ASSOCIATES
Joseph J. AnImf. P E.
Katherine C. Marchello. P. LS.
Mr. Samir Dumpor
Mr. Scott Vinson
NCDENR a
Division ol' Water Quality
943 Washington Square Mall
Washington, North Carolina 27889 AUG 6 2010
Re: Stormwater Management Permit Modification �, �j
Stormwater Permit No. SW7091205 �1'tV'! lat+A-RG
Proposed Twiddy Operations Building
Dear Mr. Dumpor & Mr. Vinson:
As per our phone conversations, attached, please find revised sheets 3 and 4 of the Stormwater permit
application and a fee check in the amount of $505.00 to accompany the Stormwater Management Permit
Modification sent to you earlier.
If you need anything else, please do not hesitate to contact me at [phone].
Sincerely,
iblc & As ociates, P.C.
i
avid A. e I, .E.

Phone:
Fax:
4. Local jurisdiction for building permits: Currituck Count_
Point of ContactMr. Ben Woody, Planning Director
IV. PROJECT INFORMATION
Phone #: (252 ) 232-3055
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Stormwater from impervious surfaces will be collected via curb and gutter and storm sewer and conveyed
to a constructed wetland for treatment.
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 PUDApproval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.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: 0.57 acres
5. Total Coastal Wetlands Area: n/a acres
6. Total Surface Water Area: n/a acres
Total Property Area (4) — Total Coastal Wetlands Area (5) — Total Surface Water Area (6) = Total Project Area':
0.57 acres
Total project area shall be calculated to exclude the folhnving: the normal )ool of impounded structures, the area
re betven the banks of streams and rivers, the area below the ) lormal High `hater (NHW) line or Mean I-ligh Water
(Ml-IW) line, and coastal Wetlands landeaard from the. NHW (or MHM line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal euetlands 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 = 43.4 %
9. How many drainage areas does the project have?1 (For high density, count 1 for each proposed engineered
stormwater 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 07July2009 Page 3 of7

Basin Information
Draina e Area _
Drainage Area _
Draina e Area _
Area _
Receiving Stream Name
Currituck Sound
-Drainage
Stream Class *
SC
Stream Index Number *
30-1
Total Drainage Area (sf)
18,803 sf
GK
On -site Drainage Area (sf)
18,803 sf
rV,
Off -site Drainage Area (sf)
'
Pro osed Impervious Area** (sf)
10,772 sf
'9. Impervious Area** (total)
9
Impervious— Surface Area
Draina e Area _
Draina e Area _
Draina e Area _
Drainage Area
On -site Buildings/Lots (sf)
4,069 sf
On -site Streets (sf)
n/a
On -site Parking (so
6,703 sf
On -site Sidewalks (so
n/a
Other on -site (sf)
n/a
Future (sf)
n/a
Off -site (sf)
n/a
Existing BUA*** (so
n/a
Total (sf):
10,772 sf
Stream Class and Index Number can be determined at: http://In2o.enr.state.nc.usf)inns/reportslreportsWB.littnl
Im)�erviaus area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sialemalks, gravel areas, etc.
*** Report only that amount of existing BUA that Will rentain after development. Do not report any existing BUA that is
to be removed and which Will be replaced by nerd BUA.
11. How was the off -site impervious area listed above determined? Provide documentation.
Proieets in Union County: Contact DWQ Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that maY be subject to more stringent stornnvater requirements as per 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
fromhttp://l12o.enr.state.nc.us/su/bmp forms.htm.
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://h2o.enr.state.nc.us/su/bnp forms.htm. 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://h2o.enr.state.nc.us/su/msi maps.htm.)
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://h2o.enr.state.nc.us/su/bmp forms.htm.
nitials
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 Vll 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
http://www.envlieII2.org/12ages/onestopexl2ress.html 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.)
Qdr
�1t1 f .
FormSWU-Illl Versiun07July2009 Page 4of7

Quible
Quible & Associates, P.C.
ENGINEERING • ENVIRONMENTAL SCIENCES • PLANNING • SURVEYING
SINCE 1959
June 24, 2010
Mr. Samir Dumpor
Mr. Scott Vinson
NCDENR
Division of Water Quality
943 Washington Square Mall
Washington, North Carolina 27899
Re: Stormwater Management Permit Modification
Stormwater Permit No. SW7091205
Proposed Twiddy Operations Building
Dear Mr. Dumpor & Mr. Vinson:
P.O. Drawer 870
Kttty Hawk NC 27949
Phone: 252-% 3300
Fax: [phone]
PRINCIPALS
Sean C. Boyle. P.E.
Joseph S. Lassiter C.E.P.
Eduardo J. VaIdMeso. P.E.
ASSOCIATES
Joseph J. Anlauf. P.E.
Kathenne C. Marchello. PLS.
At the request of the owner, we have modified the proposed pavement at the Twiddy Operations Building to
incorporate a gravel permeable pavement system into the proposed parking lot and to therefore reduce the size
of the proposed constructed wetland.
Enclosed, please rind the following items which reflect this change to the approved plans:
• Two (2) copies of a Permeable Pavement Supplement addressing the portion of the parking lot which
meets the NCDENR requirements for a reduction in impervious area (this area is delineated on Sheet
2 of the enclosed plans).
• Two (2) copies (one original signature and one copy) of the Permeable Pavement Operation &
Maintenance Agreement.
• Two (2) topics of the Wetland Supplement which has been revised to reflect the reduction in
impervious area.
• One (I) copy ol'signed & sealed BMP Calculations and Pre -Post Drainage Analysis for the I-yr, 24hr
storm.
• Two (2) sets of revised plans (Sheets I, 2, 4, 5, 6A, 6B, and 8) reflecting the proposed modifications
to the originally approved Grading and Drainage Plans.
As noted above, the changes proposed, in their entirety, consist of the addition of a gravel permeable pavement
system in the parking lot in order to reduce the flows to the constructed wetland and thereby reduce the size of
the proposed constructed wetland. Only a portion of the parking lot is utilized in this calculation and this
portion is delineated in a heavy dashed line on sheet 2 of the plan set.
If you have any questions, or require any additional information, please do not hesitate to contact me at (252)
261-3300.
Sincerely,,
Pid
he
so''utcs, P,C,E., ��,12 5 , P.E.
I g

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
December 18. 2009
Mr. Douglas A. Twiddy
Twiddy Family Partnership, LLC
PO Box 369
Corolla, NC 27927
Dear Mr. Twiddy:
Subject: Stormwater Permit No. SW7091205
Twiddy Operations Building
High Density Project
Currituck County
The Washington Regional Office received a complete Stormwater Management Permit
Application for Twiddy Operations Building on December 10, 2009. Staff review of the plans
and specifications has determined that the project, as proposed, will comply with the
Stormwater Regulations set forth in Session Law 2008-211 and Title 15A NCAC 2H.1000. We
are forwarding Permit No. SW7091205 dated December 18, 2009, for the construction of the
subject project.
This permit shall be effective from the date of issuance until December 18, 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 150E of the North Carolina General Statutes, and filed with the Office of
Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands
are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please
contact Samir Dumpor, or me at [phone].
incerelyy,
AI Hodge
Regional Supervisor
Surface Water Protection Section
AH/ so: S:\WQS\STORMWATER\PERMIT\SW7091205
cc: Andy Deel, PE, Quible & Associates, P.C.
Currituck County Building Inspections
✓Washington Regional Office
Central Files
North Carolina Division of Water Quality Internet: wwe.ncwatcraualitv.org
943 Washington Square Mall Phone: [phone] One
Washington, NC 27889 FAX [phone] NorthCarrofina
An Equal Opportunity/Affirmative Action Employer— 50% Recycled110% Post Consumer Paper Natural&

State Stormwater Management Systems
Permit No. SW7091205
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
Twiddy Family Partnership, LLC
Twiddy Operations Building
Currituck County
FOR THE
construction, operation and maintenance of a Wetlands Basin in compliance with the
provisions of Session Law 2008-211 and 15A NCAC 2H .1000 (hereafter referred to as
the "stormwater rules') and the;approved stormwater management plans and
specifications and other supporting data as attached and on file with and approved by
the Division of Water Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until December 18, 2019, and
shall be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.7 of this permit. The stormwater control has been
designed to handle the runoff from 12,386 square feet of impervious area.
3. The tract will be limited to the amount of built -upon area indicated in Section I. of
this permit, and per approved plans.
4. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
5. The runoff from all built -upon area within the permitted drainage area of this
project must be'directed into the permitted stormwater control system.
6. The built -upon areas associated with this project shall be located at least 50 feet
landward of all perennial and intermittent surface waters.
7. The following design criteria have been provided in the Wetlands Basin and must
Page 2 of 7

State Stormwater Management Systems
Permit No. SW7091205
be maintained at design condition:
Drainage
Wetlands Basin
a.
Area, ftZ:
18,803
b.
Total Impervious Surfaces, ft2:
12,386
C.
Design Storm, inches:
1.5
d.
Wetland Forebay Depth, feet:
1.5
e.
TSS removal efficiency:
85%
f.
Permanent Pool Elevation, FMS�:
2.50
9
Permanent Pool Surface Areq, ft :
2,243
h.
Permitted Storage Volume, ft :
3,552
i.
Temporary Storage Elevation, FMSL:
3.50
j.
Controlling Orifice:
1.0" 0 pipe
k.
Permitted Forebay Surface Area, ftz:
509
I.
Receiving Stream/River Basin:
Currituck Sound
M.
Stream Index Number:
30-1
n.
Classification of Water Body:
"SC"
II. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. The permittee shall at all time provide the operation and maintenance necessary
to assure the permitted stormwater system functions at optimum efficiency. The
approved Operation and Maintenance Plan must be followed in its entirety and
maintenance must occur at the scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and re -vegetation of slopes and the vegetated filter strip.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device, level
spreader, filter strip, catch basins and piping.
g. Access to the outlet structure must be available at all times.
4. Records of"maintenance activities must be kept for each permitted BMP. The
records will indicate the date, activity, name of person performing the work and
what actions were taken.
5. The permittee shall submit to the Division of Water Quality an annual summary
report of the maintenance inspection records for each BMP. The report shall
summarize the inspection dates, results of the inspections, and the maintenance
work performed at each inspection.
6. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
7. The facilities shall be constructed as shown on the approved plans. This permit
shall become void unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other
supporting data.
8. 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
Page 3 of 7

State Stormwater Management Systems
Permit No. SW7091205
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.
9. 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.
10. 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.
11. 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.
12. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
13. A copy of the approved plans and specifications shall be maintained on file by
the Permittee at all times.
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a completed Name/Ownership Change form, to the Division of Water
Quality, signed by both parties, and accompanied by supporting documentation
as listed on page 2 of the form. The project must be in good standing with the
Division. The approval of this request will be considered on its merits and may or
may not be approved.
2. The permittee is responsible for compliance with all permit conditions until such
time as the Division approves the transfer request.
Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
4. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
Page 4 of 7

State Stormwater Management Systems
Permit No. SW7091205
other government agencies (local, state, and federal) having jurisdiction.
5. In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
6. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
7. The permit issued shall continue in force and effect until revoked or terminated.
The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and re -issuance or
termination does not stay any permit condition.
8. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
9. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
10. The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit
as allowed by the laws, rules and regulations contained in Session Law 2008-
211, Title 15A NCAC 211.1000, and NCGS 143-215.1 et.al.
11. The permittee shall notify the Division of any name, ownership or mailing
address changes at least 30 days prior to making such changes.
12. This permit shall be effective from the date of issuance until December 18, 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 18th day of December, 2009.
RTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for
Goleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Stormwater Permit No. SW7091205
Page 5 of 7

State Stormwater Management Systems
Permit No. SW7091205
Twiddy Operations Building
Stormwater Permit No. SW7091205
Currituck 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. SW7091205
Certification Requirements:
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
15. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Washington Regional Office
Currituck County Building Inspections
Page 7 of 7

Tw I'Db`( Zo
l
STORMWATER SUBMITTAL REQUIREMENTS
�ENTtQNP@NB
I. Objective S
A. Collect all runoff from all BUA (proposed and/or existing and/or offsite) as the case may be,
by any means including piping or swales, and direct it to the pond.
B. Check the proposed pond design to make sure it meets or exceeds the minimum design
criteria for surface area, volume and drawdown.
II. What makes up a complete wet detention pond application package?
A. Two sets of sealed, signed & dated layout & grading plans with appropriate details.
(Additional sets of plans may be requested for projects in certain counties)
B. Completed application with supplement(s), SWU-101, SW401-Wet Pond, and inspection and
maintenance agreements. "
C. Deed restriction document, if applicable (for subdivisions & projects with out parcels)
D. Sealed, signed & dated calculations.
E. Estimated seasonal high water table elevation at all pond locations.
F. Chlorides test results must be provided if the project is within ''/z mile of SR waters (Phase II).
(This is only required to test out of SR water treatment requirements)
III. BIMS entry (for DWQ use only)
Enter & track application acknowledged date, review date, add info requested/received dates, permit
issue dates, and drainage area info. Best done after the add info letter is written and before sending
permit up for signature.
IV. Shell documents (for DWQ use only)
Permit shells: s:\wqs\stormwater\shells\highcompond
s:\wqs\stormwater\shells\highsubpond
s:\wqs\stormwater\shells\HDhybrid
Spreadsheet: s:\wqs\stormwater\excel spreadsheets\pond
Vl. Review Procedure
A. APPLICATION
1, l'An original signature is required. Photocopied signatures cannot be accepted.
2. LZA completed wet detention pond supplement and a signed, dated and notarized wet
Vdetention pond Inspection and Maintenance Agreement with an original signature.
3. The numbers on the supplement match up to the numbers used in the calculations and
shown on the plan details.
4. ✓Built -upon areas are reported in square feet in Section 111.6.
5. ✓Receiving stream name and classification. This is important because in the non -Phase
II counties, a wet pond cannot be used on a project that is within'/:mile of and draining
to SA waters. For Phase II, a wet pond is allowed within'/2 mile of SA waters. .
6.V Section 111.6 is filled in -cannot be left blank. One column must be filled in for each
Proposed wet pond: '
7. ✓ If the applicant is a corporation, partnership or LLC, look it up on the Secretary of State
Corporations Database. Make sure corporation is spelled correctly (capitalization and
punctuation matter) and that the person signing the application is at least a vice-
president in the corporation, a General Partner in the partnership, a member in a
member -managed LLC, or the manager of a manager -managed LLC. Need
documentation to support if the Articles of Incorporation do not list the members or
managers of the LLC. If an agent signs, then a letter of authorization is needed from the
president, vice president, general partner, member or manager.
8.Vl,*or subdivided projects, a signed and notarized deed restriction statement must be
provided.

Wet Detention Pond, cont.
B. CALCULATIONS
1. The orifice is sized based on drawing down the calculated minimum volume in 2-5
days. The average head to use in the orifice equation is approximately one-third of
the distance between the permanent pool elevation (PPE) and the elevation of the
next available outlet above the permanent pool. The elevation of the next available
outlet must be either the elevation where the minimum volume is provided, or it can
be higher. The temporary pool elevation (TPE) to report on the supplement will be
the elevation of the next available outlet above the PPE. The temporary pool volume
(TPV) to report on the supplement is the volume between the specified PPE and the
2VAtjPE.
or Phase II projects that are within Y mile of and draining to SR waters, the
difference in runoff from the predevelopment and post -development conditions for
30the 1 year 24 hour storm must be controlled and treated.
-For Phase II projects, the discharge rate leaving the pond can be no more than the
pre -development discharge rate for the 1 year 24 hour storm.
4.. For Phase II projects draining to SA water, no discharge to surface waters may occur
from wet ponds. The discharge leaving the orifice must be effectively infiltrated prior to
reaching surface waters.
5. j1khe average pond depth is the permanent pool volume divided by the permanent pool
surface area. The result must be between 3 ft. and 7.5 ft. Parts of the pond can be
6��deeper than 7.5 ft., but in no case can any part of the pond be less than 3 ft deep.
1f the 85 /o TSS chart is used a 30' vegetated filter must be provided at the outlet of the
Vpond. If the 90% TSS chart is used, no filter is required.
7. Use the correct SA/DA TSS chart from the BMP Manual noting that there are different
charts for different areas of the State.
8. Required surface area at permanent pool.
9. Provided surface area at permanent pool (Based on pond dimensions)
10. `Required volume calculation based on 1.5" storm for Phase 11 projects* and 1" storm for
all others projects. *unless the project is Phase II and within '/z mile of and draining to
SR waters then the volume calculation must be based on difference between the pre
and post development conditions for the 1-yr 24-hr storm.
11, 1,Table of elevations, areas, incremental volumes and accumulated volumes for overall
pond and for forebay, to verify volumes provided.
12. VForebay designed to hold 20% of the permanent pool volume. (Range of 18%-22%
OK.)
13. `Non -erosive flow for 10 yr. storm in the vegetated filter, if using 85% TSS.
14. I/The seasonal high water table must be at or below the proposed permanent pool
elevation to assure that the necessary volume will be available above the permanent
pool.
15. /Rounding numbers off during the calculation process can result in "deficiencies. Do not
round the numbers until you get to the final result.
16. An additional one foot must be excavated below the bottom elevation of the pond. The 1
foot sediment accumulation depth is not included in the average depth calculation.
I peu s, l� � 1s
�V-;

Wet Detention Pond, cont.
C. PLANS- Due to storage space constraints, plan sheets should be kept to a minimum. For
small commercial single wet pond projects, the plan set could consist of only 2 or 3 sheets,
layout, grading and details. For larger projects, show as much information as possible on as
few sheets as possible, without cluttering them up.
1. ✓ Development/Project Name
2. VEngineer name and firm.
3. ✓Legend
4. \VNorth Arrow
5.VLocation Map with nearest intersection of two major roads shown. Major road is any 1,
� 2, or 3 digit NC, US or interstate highway.
6. Scale- standard engineering scale, no off-the-wall stuff.
7. VDate
8. ✓Revision number and date, if applicable.
9.Voriginal contours, proposed contours, spot elevations, finished floor elevations, pipe
' inverts, swale inverts, etc.
10,VExisting drainage (piping, swales, ditches, ponds, etc.), including off -site. Include a map
delineating the offsite drainage areas.
11.roperty/Project boundary lines, bearing & distances.
12(l�q�ean High Water Line or Normal High Water Line, if applicable.
13. The permanent pool elevation must be above the SHWT and above the lowest
elevation of adjacent wetlands. Evaluate the need for a liner and/or berm/slurry wall to
prevent dewatering the wetland.
14.\/Dr6inage easement widths, pipe sizes and swale inverts are provided.
15. VWetlands delineated, or a note on the plans that none exist. Get a copy of the wetlands
delineation map signed by the Corps of Engineers, or have the applicant include a copy
of the unsigned delineation map submitted to the Corps. Wet ponds may not be located
in wetlands unless a permit to fill those wetlands has been obtained.
16VDetails for the roads, parking, cul-de-sacs, including sidewalk width, radii, dimensions &
dd/) lopes.
17r/ripartment / Condo development- Provide a typical building footprint with dimensions
end note all concrete and wood deck areas.
18. VThe drainage area for each wet pond is clearly delineated and numbered to match up to
the calculations and supplement. Drainage area delineation is best done as a separate
plan sheet.
19. A pond section detail to include the forebay, a 10 foot wide vegetated shelf, pertinent
elevations for the bottom, permanent pool, temporary pool, and SHWT, 3:1 slopes
above the permanent pool, and the weir elevation between the main pond and the
forebay.
20. The 10 vegetated shelf extends 6" below and 6" above the permanent pool elevation.
21. An outlet structure detail showing a trash rack with <_6" square openings, the necessary
orifice invert elevation (i.e., the permanent pool), orifice size and temporary pool
elevation.
22. Dimensions for each line and arc formed by the permanent pool contour.
23. Where the 85% TSS chart was used, a 30 ft. vegetated filter strip is required to be
shown on the plans & detailed (elevations, inverts, slopes, and flow spreader
✓mechanism). Please note that the filter strip is not a ditch.
24. A forebay is provided for each inlet and located so as to prevent short-circuiting.
25. The pond must have a minimum 1.5:1 length to width ratio and a minimum 3:1 flow path
length. Artificial "baffles" of timber, vinyl, or earth can be used to create a longer flow
path. The top elevation of the baffle should be set at the temporary pool elevation or
26. A Vegetation plan is specified for the pond, including slopes. Wetlands species are
listed for planting on the 10:1 shelf. Weeping Love Grass is not suitable as a permanent
vegetated cover for pond slopes.
27.VVAII roof drainage must be directed to the pond. Show the roof drain collection lines on
the plan. This is necessary for projects where the buildings back up the property lines
where roof drainage may leave the site prior to going through the pond.

North Carolina Secretary of State http://www.secretary.state.nc.us/corporations/Corp.aspx?Pitemld=73...
��++r';:'- ."'y North Carolina EXPRESS.
P f i � sy
3<,` ;; r Elaine F, Marshall DEPARTMENT OFTHE
1 Secretary SECRETARY OF STATE DEC 1.0 2U y
1'tr Secrefa pp,� p'
ti,,,,;..+ PO Box29622 Raleigh, NC2762"622 (91OA07.20W NC ®ENR
orporations Home
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Printable Page
Date: 12/8/2009
Click here to:
View Document Filings I Sign Up for E-Notifications I
18- Print apre-populated Annual Report Form I Annual Report Count I File an Annual Report I
Corporation Names
Name
NC Twiddy Family Partnership, LLC
Limited Liability Company Information
Name Type
Legal
SOSID:
0757825
Status:
Current -Active
Date Formed:
12/20/2004
Citizenship:
Domestic
State of Inc.:
NC
Duration:
Perpetual
Registered Agent
Agent Name:
Registered Office Address:
Registered Mailing Address:
Principal Office Address:
Principal Mailing Address:
Twiddy, Douglas A.
1127A Schoolhouse Lane
Corolla NC 27927
P.O. Box 369
Corolla NC 27927
1127A Schoolhouse Lane
Corolla NC 27927
PO Box 369
Corolla NC 27927
of 1 12/8/2009 1:44 PM

EPXPROPY
. ARMY CORPS OF ENGINEERS
DEC 1';0 2009 WILMINGTONDIS RICT
Action ID. 200901403 NC DEM Cu'rrituck USGS Quad Corolla
,.: -
GENERAL. PERMIT- (REGIONAL AND NATIONWIDE). VERIFICATION
.ir. L. ;I.-9
Property Own.er4 / Aith(6 nzed Ageft Twddi Famil y P artna e✓rgsg`iin L° ICtD. ' eTwdWtdidv+. i-r :' flz CT'h•? ar t, f i A3 i
Address: Post Office Box 369'',
< rC01'011a NOrthkCarohna ' g + t ,t 4 -•l +4 �t� ' tn`1� "Q .g
287929 t ;t i
a fi4 1 ai
LI
Telephone No. 252-4574100
Size and location of property (wateF body road name/number4 town etc) 4 parcels located at:1141 1,143 1145
1'1Y47 Persirrimon St �n CorollaiCurrrtuck County North Carolina ? $ ' ,t tr ,> r
r�k 5C �.�.; p?ut
Description of projects'area and aohvtty. .'07 acres of till for.commercial:cotistruction on�oarcel located as 1143
Persiatmon' St Corolla; North> arohna ° ' :-� =t4 �• t . ; ,, : , ; '-'-.� st.: •-,;-; `t ,'s„:v,:=. •,> . •t .., > r� ^!{.�, � } v '
- - ,., '.isi. f J 'r-_,e@ � i� a `�107+ Y 4 1:;.•Z« '
Applicable Law: ® Section 404 (Clean Water Act 33 USC 1344). „
SechonLlOa R vets and'IIarbors'Ac"t;33'USC;403)` v-'°i'?'`-...
f ,r
Authorization: RegionalGeneral'PernutNumber aes tr_ I,z., c.na sy. tf.G`ury-
NationwidePerm;tNumber NW18
iP f >,e,,t it d% t i °4 .n,Er agt,'siy � 1 k -1 .,.tt �, .� !ES areF. iSl Ai+} P,�l
Your work ;s authorized by the above referenced permit ptovtded tt gs accomplished m strict accordance w7th the attached
conditions and your subnvtted plans v,An violation of the attached condmons or devgahon from our subnutted plans}may subject the , ,"
prior to.lie
This IS
State ordo
If there
aiar.-Trs
e
tfie
less'
;ral,
program please contact, Tom Steffens at 252 948-1431 ?� 'r �t ' E L 'k, !
t u . +� p�<y�a-i��t,,,// '+r'. :� -,. -� ' ir3r_+rr. ��"r • . ..
Corps Regulatory Official 2 5 vS Date 07/28/2009
� r gif`�+.If { rtCt in.ls �; '.p �x.t �(� t:` rfi 4 m'�e) :, T
Expiration Date of Verification.
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue totdo so y
please'complefe the Customer Satisfacfion Survey located at our website at http://reeulatorv.usacesurve�com/ tO c mplete thatsuivey
online.
Page 1 of 2

Deterntifiati6nof.Jurisdic on---*-
ringti0ti, tbitieE166 to be waters of the 0� iricl
F� Based on preliminary �foappear including wetlands *within the above described project area.;
This preliminary determination is not an appealable action under the Regulatory Program Administrative, Appeal Process
(Reference 33 CFkPart 331).
M There are
Navigable Waters of the United States within the above described project area subjeciicthe ,p6
hilirrequirehients of
Section 10 of the- Rivers and Harbors Act and Section 404 of the Clean Water Act Unless &I'r-e- is'a c__
luinge in thellawor our
published regulations, this determination May be relied upon for a period not to exceed live Years from the date ' o IFthin
'"-
notification.
There 4ae,wat:c!
is of th61US And/or wRlands'witbiii the
I �Iloved'escn'bed-pro'j'e-"c'tar'e"a-subject to'otep', 6r'imtw`cqur­e6ynt)U
f Se'Cron,404 of the Clean Water Act (CWA)(33 USC § l344)-�file'Sr Jhbfe is`a chafi§6 ifi�fljelawor,ourpu6lishedie96latiohs:tbisIdeternination maybe relied upon for a period not to exceed five years from the date of this notification.
jj,.
El The Jurisdictional areas within the above describ6d.projeci area have been identified under d
jurisdictional determination issued- _I previous 1-,��'P s 'deredde!,,
u, saction lea e�i
Action 11)
Basis of Jurisdictional Deterinination: This site exhibits wetland cntemaas'd'eserf6ed Deiineahon'
Manual and is adjacent to Currituck Sound, a traditionally navigable water
Appeals Information (This information applies only to approved jurisdictional determinations
4
Attached to thi s veri-ficatio' . h'is an approved ju"r9dJ6,6haid&t . r'1.ni.r,n1' -t_i,
: ...yen arenot
-inagreemefitvith tliaf=arovedii nqH
I.,vliVwlLraumus8 f r Z I
I t­v
oni' Iitv, 1 4
W,
e:Wa
s I t
si -A
v"GA
Washington
In order -for
Corps must (etemifethatitis'c6m"pI t uta'
t it �a
undei,33fCFR,part
you
decide to sabruit an kiii 'A ss,by409/28/2009! u.`­0 1!must be repqtve at the above :ad
"It is not necessary to subrmt an A fi to 6 District Offi6e if you do not obj
ect to the deation in-thisorIc"' d respon once, Corps Regulatory Offi
cial:
Date 07/28/2009
Expiration Date 07/28/2014
77
SURVEY PLATS, FIELD SKETCH'VkffkNb 15131
INEATION FORMS, PROJECT PLANS ETC., MUST BE
ATTACHED TO THE PILE COPY OF THIS FORM, IF REQUIRED OR AVAIL
Copy ,Furnished -
Brian-Rn'bino,'Qjible and As-- cli.,
so i. tes.-.,
,age 2 of 2

July 28 2009 ,
Regulatory Division j
ORM ID: SAW-2009-01403
jTwiddy$Family Partnerslup,rLLC
Post Office Bok 369 Corolla, North Carolina
27929
Permit Special Cond#t#onsr z< 'ii d y.
Your work is authorize,d,by atee�lP ntit 118 provided it is,accor
accordancb; With?therattdclied:(
a. All work authorized „by
permit must be performed in strict;c
kf tliis.permit:-
strict
es to
�h", ..
U S Army Corps, o f
If you have not already done so, you:'should contact Ms.`Cyrii
Division of WaterQuality, telephone [phone], regarding
Quality Certification. This nation - epermit does not'relieve y
obtain other required State:or local'approval This verification o
from the date of this letter unless the-riatioriwide authorization is
revoked.
in 401,Watei
he responsibility`to
valid for two years
-ed, reissued or
Thank ou for __ our time and coo eration -_. -
y y p, _ Questions or comments may lie`addressed
to Tom Steffens, Washington RegulatoryField Office, telephone [phone].

Action ID Number:2009-01403 County:Currituck
Permittee: Twiddv Family Partnership LLC
Date Verification Issued:_ 07/28/2009
Project Manager: Tom. Steffens
Upon completion of the activity authorized by this permit and an_ y, ntttgatton "required by the''permit;
sign this certification and return it to the following address:
US ARMY CORPS OF ENGINEERS u
WASHINGTON REGULATORY FIELD OFFICE
i6' T OFFICEBOX 1000
SHI WANGTON, NORTH CAROL'iNA 27889
Engineer's A ?t t f} ,G
Please note thamI'll a
yltoacmSd:-'. Ae r, mt >,y2r'C;
orps ofavub
repretive. If,you fail comply with this permit you are subject to permit suspension,
mOdlfleatlopg!Orre"vocatlon
I hereby certify that the work authorized by the above ref, mbeet een conpleted in
accordance with,the terms and,,condition of'the said permit; and required mitigation was cotnpleted in
accordancewith the permit conditions
r
xl/
Signature of Perittee
isxl tit Dates-
1 ,>v Fi,;- If.
a ,
j

CESAW-RG-W DATEJA7/28/2009`"! ` -
MEMORANDUM FOR RECORD o
�k
SUBJECT: Consideration of Compensatory Mitigation, and Potential Impacts to Endangered Species, Cultural Resources
and Essential Fish Habitat. =
1. Action'ID. 2009-01403 r;
2. Project Name and Location Twiddy"Family°Partnership, L`BC, 1143^Persimm6n-St' Cotolla, NC "+
3. Mitigation [Section 404(b)(1) Guidelines].• sr
�r.� 'r H (. .., .. v. _ -ti jt!' r } „ d}, . t •t ..,, .. [ ` r J _ �a
Vf
a. Has applicant avoidedand minimi ed impacts to the'maximum piacticable extent?, YES,
If'NO; Explam, I`-,
a M .
b. Is compensatory mitigation becessary?YES
t i' ;tF.}Y r't.� .t �• r
Explain Required on,barrier island001
�
! 4. Endangered Species'(Section 7 of the ESA):
r'31s;:e,{
a Willany threatened or endangeredspecies br their critical habitats be affected br
y this project? NO
✓ Y?,"C 4 "r v.r-y,f ti, 7 :. b;' nN Yuxn o'i=} r ,Ca^US ?5:+ r 9i.yd r ;d �•t ji ,° f bt t., .!,. VI,1 z.,i?yY rli F�
If YES, describe ste s taken to addressiconcerns
5�: l :a rF J r t 5 i T i 5 ro r�.eibr S, {,
15. Cultural Resources (Section �1'06,of tW6,NHPA)'� " .r . �•- - =.0 +r ; "``=E�=E ry
a Will any Cultural Resources be impacted by th}s p;oject� NO , "'
y ..r � 't l •r r..
C .0 4pJ,�i;.4iT'h .'a, .,11 �''Y'yl£�;A rt �.::. Fa :,54 G?: emu'' >iti✓��;ii�m .. ,.:7y
b If YES; describe steps taken to'address concerns J.
6. 'EssentiaLFish Habitat (50 CFR Part 600, Mdgnuson=Stevens Act) _
.. .. -IF5 Yf i-*. tlr rt s, `j rI at•
a. Is this a project that "may adversely affect'essential fish habrtaY NO ,,f a , e u.«'
' . s: i� •� !till G d t}� } r! Y � r ' f ..
b. If YES, describe steps,taken to address" concerns ,' e "
.. - •Y,r r. a .,,.;„•, t v rn d } r (x,'t .p t,s„i J3.a7 �a}V.. +�. rr i�•
{ir
Corps Regulatory Official: e� Js,', _ . • t
„__..:.
,
� i';i ,,.. .ter - .�' ,.. � .r.:,. •

APPROVED.JURISDICTIONAL'DETERMINATION FORM
U ' '.S. Army Corps ofSEngineers T.
This form should be completed by following the instructions provided in Section IV of the JD Form Instructional Guidebook.
SECTION L•. BACKGROUND INFORMATION �x
A. REPORT COMPLETION DATE FOR APPROVED JURISDICTIONAL DETERMINATION (JD) 07/28/2009
B. DISTRICT OFFICE, FILE NAME, AND NUMBER CESAW-RGW; Twiddy Family Parttiersship LLC, SAWS=2009.01403 '
C. PROJECT LOCATION AND BACKGROUND INFORMATION: 28 acre parcel located at 1143 Persimmon St, in Corolla; Cumtuck
County, North Carolina:'SW
State:NC County/parish borough: Currituck ' City: Corolla
Center coordinates of site,(lat/long in degree decimal format) Lat.-36 380600° N Lon 75 832620-
..
Univ? ,ersal Transveue�pit. '":rse M'K, erca>. tor... ig c { 1 r
Name of nearest waterbody: Currimck Sound
Name of nearest Traditional Navigable Water (TNW) into which the aquatic resource flows:rntu Cuck'Sound
Name of watershed or Hydhologtc Unit Code (HUC) 03010265
0; Check rf inap/dtagrairi of review ar.H'ea and/or potential Junsdtctional'areas'is/azelavailable upon request 3 . T'.
® Check if'other sites (e.g., offsite mitigation' sites, disposal sites, etc...) are associated with this action and are recor:16 can different JD
form. ._,� •, '
r
D. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY).r" . h..! ' - "-> - '' f•a.
® Office(Desk) Determination. Date;
Field Determination. Date(s): 11/20/2008`= is x ;t�. ` ?If h ' •:. r
SECTIONII: SUMMARY'OF.FINDINGS
`" y t Srp r �I ..,t Ip#�'r;; .l
A. RHASECTION',10 DETERMINATIONbF JURISDICTION:
T'hRe ruiie navrgable waters ojthe US with n Rrvcre' IA, IJ r°t r P�� vz' r I ` i`' ' s I v t ''`td
y.r
"r and Harbors Act (RHA)'jurisdmtion (as defined by 33' CFR part 329) ihthe review area-
[ 4 �+ -
�' Waters subject to the ebb and flow of the tide, . J. + Kt, _: e ; , jl (tr tl la r.. ,a y , ,
,Waters are presently used or H"aye been used mane past or maybe susceptible for use'to,hana ort interstate or foreign commerce
Explain: Cuintuck Sound has been traditionally.used for interstate commercial and recreational commerce �t
B. CWASECTION 404 DETERMINATION OF JURISDICTION ` -
. c -4"04.i',.t:.ii
There waters ojthe US" witliinCleaa Water Act (CWA)jdrisdiction (as defined by 33 CFRp rt 328) in the review area [Re4Wred]
L t 14e3 !y,R ,w�M1t
tt ...I: S.111j0,
Watersoftti'eUS
a. Indicate"
presence of waters of U.S in review area (check all that apply) r
- ' � TNWs mcludmg territorial, seas '
E Wetlands adjacent to TNWs '
d. Relatively permanent waters2 (RPWs) that flaw directly or indirectly into TNWsz s. , ,;;; ;
Non RPWs that flow chi etiy or in
into T"a
Wetlands directly abutting RP Ws that flow dnecilv.& indirectly into TNWs
Q Wetlands adjacent to but not directly abutting RPWsthat flow dire'ctiv:or indirectly into'TNWs' a L .i -
IN[ Wellands'adjacent;to non-RPWs that flow directly or indirectly into TNWs
A Impoundments ofjunsdictional waters „ - � : aY -k4d
-s� Isolated (interstate or intrastate) waters; mcludmg isolated wetland's s ' -
b. Identify (estimate) size :of waters of the U.S. in the review area:
Non -wetland waters: linear feet: width (ft) and/or acres.
Wetlands:.07 acres.
c. Limits'(boundaries)'of jurisdiction based on: 08VDidineatiohTv aria -
Elevation of established OHWM (if known):
2. Non -regulated waters/wetlands (check if applicable).'
I Boxes checked below shall be supported by completing the appropriate sections in Section III below. !. .
' For purposes of this form, an RPW is defined as a tributary that is not a TNW and that typically flows year-round
typically 3 months). or has continuous flow at ]east "seasonally" (e.g.,
'Supporting documentation is presented in Section IIIA

Potentially jurisdictional waters and/or wetlands were assessed within the review area and deterrmned to be not. jurisdictional.
.. Explain:
SECTION IH:. CWA ANALYSIS
A. TNWs AND WETLANDS ADJACENT TO TNWs
The agencies will assert jurisdiction over TNWs and wetlands adjacent to TNWs' If the aquatic resource;is atTNW, complete Section_
III A 1 and SccGon III:D 1 only; if the aquatic resource is a we adjacent to a: TNW, complete Sections ID X4 diid'2 and Section
IIID 1'.;''otherwise; see Sk'tion-I t.B below: -
1. TNW
Identify TNW: Currituck.Sound. t :- e - ;'-r-J{, a + i + ; ;r,-rt �,t
Summarize rationale supporting-dcterriunation: CuiiituckSound has been traditionally used forinterstate commerciaf and recreational
commerce:. _. ._ ... s 'tic„t�<t
2. Wetland adjacent to TNW. ,
Summarize rationale'sir orting conclusion that wetland is - adjacent'':! Wetlands'.onsite have a discernable hydrologic connection to
Currituck Sound. r " a 4 " S
( ? t< { c
u, r. fr
' BB., CHARACTERISTICS OF TRIBUTARYa: (THAT IS NOT A TNW)�AND ITS ADJACENT WETLANDS
This seetion`summarizes information regardiug.characteristics of the tributary audats adjacent wetlands; if any, add it helps determine
whether or not the standards for jurisdiction established under Ri paiyos have bee'wmet
e', p ) R �t„;
The agencies will assert_junsdretiou over non navigable tributaries of TNWs where the tnbutta ies are "relatively permanent waters"
(RPWs) i,et tributanesjthat typically Bow year-round or have continuous flow at,least seasonally (e g ,itypcally 3+months) A wetland
that directly abuts an RPW is also* join dicttoual If [he aquatic resource is not a TNR',ibot h year y>$ouodapexienn 1),11ow, skip to,
' Section III:D 2 If the aquatic resource is a wetland directly'abutting;a tributary with perenmahflow, skiplto Section III D 4
+ '
A wetlandthat *s adjacent to but ttiat does not; directlyfabut`au RPW regmres a sigmficat nezuevalu�atiou CorYpsxdis'tricts anan P
regions will'include in Elie record/any availablemformadon ttiat documents the existeocerofa'igmficanb'n'e`ziistwee'u a relatively
i t - t do 2xaLY R Y:"YPVI b 6+;t r rYi '-ham i[ xR •4A tic! _
permanent tributary that is not perennial4(andits adjacentwetlands�if any
and a traditiouaal navigable Ovate r even±ttioug6 a significant
nexus finding is not.regaired as a;matter of law:
( Jib.; '^ 1 - f.. . : j,. �Cl!i ttr r•
t re u r J4 f eti yr7 1 n^Ft;�l['�°l 3
If the waterbody° is not:�an}RPW or a wetlanddvectly abutting an RP W, a JD wjlLregmretaddrt4 nal�data to determine if the `
.. y,. �g ,. ,., .. • .j� nds thesignificantnexheevaludbonimustconsider,
waterbod has�a si nificaut uexus:w�th a TNW'If the tributary hasad'scenfwetla,..,, ,� , .
4 :onsite wetlands and SectionrIIl B 3}for all wetlands adjacent to that tributary bath;onsde and-.offsrte The determinah_on whether'a
! significant nexus exists is detci min fi in Sectio'n+I1I C below.
'1 Characteristics of non TNWsthat Bow directly or, indirectly. into TNW•-
.,
(i) General Area Conditions -�, nF .. tVy'lt"xl`t
Watershed size: aick, is
i - ,e
Drainage area: Pick'119is
k i
r
.Average annual rainfalh. inches'
Average annual,snowfall:;t•s _1,tf mches,�;,t+ .,, ;-;j r m
Physical Characteristics -
,.: . .,
(a) Relru of u) with TNW:
❑ Tributary flows directly ml:67NW.
❑Tributary flows through ic�k.Lis°{tributaries before entering TNW'
Project waters ate'ickLis river nvles from TNW ''•"' o g, .`,_ i ''' } '' '
' Project waters are ,P6 uk is river nples from RPW -
- Project waters are PtkUu Faenah(straight) Holes from TNW r • . •J� _ . r
Proj&t'w ers are 'iek� Mderial (straight) miles front RPW
Note that the Instructional Guidebook contains additional information regarding swales, ditches, washes, and erosional features generally and in the arid West.

Project yvaters'cross or serve as state boundaries: Explain.
Identify how route, to TNWS:
Tributary stream order, if known:
(b) General Tributary Characteristics (check all that apply)' -
, _Trtbutary is.d❑. 'rNatural
'E Artificial (man=made) • Eaplam.
❑ Manipulated (man -altered). Explain: • ' '"
Tributary properties with respect to top of bank (estimate):
Avernge.width: feet
.
Average depth feet
Average side slopes:,ick�.isJ',
' Primary tributary substrate composition.(check alLthatapply):
❑ Silts ❑ Sands ❑ Concrete ,
0 Cobbles ❑ Gravel ❑ Muck
❑Bedrock ❑,Vegetation Type/%cover:
, t
❑ Other: Explain:
Tributary condition/stability (e g highlyertichng, sloughing banks] ExplainiF•+ f w , -t ,;,
� s Eresence ofrun/rrffle/poolfeomplexes Explain x ,_., k i t
, Tiibutar I�ornetry 'ic I s '
r' Pe tYr L `3 n'av t.4 z i'
',:;Tributarygradient(approximateaverage slope)" - i% a-'�ti" •-� '` - � ? `"r, °�+ n. '
Ui
(c) Flow, fdz
. 1 Tributary provides foi
kP Y d i i t flANlt t },i1] riF
Estimate anu
g
vera a tnnber,'of flo events.m review area/year 'ick is r , f" `' •'` a ~t r -' ' }
t-
i,
Other in oration on duration and volume
r a m,it' i, 1b x sf i ryJ i&s n!,`L,} -} n
Ytiy�r 1 > ;,. + .,
-,! , se Surface flow is Pic, , kHis � v Charactenshcs {y .
r r" , p, ° r a 'e )'j, ,, l l
5iMir tir 1�1 <: 7y t'il,�tih}, '1 �'3, s t iJ (i ,
t l I A tFsy <t '/ a Fri a i t d
„ Subsurface flow ick is 'hExplam ind ngs +. + K t + n , g
- - ❑Dye(oi other)test performed:. n„i1 ,{a,,;'4� ,-t e.i c.. s.,,.-i• 9 t..�'a :...
Tributary has (checkall 'that apply) 'x'.!:y .i :•L_a ;}.,r.i.a * „t.a-,:,,;; ,(. . r ,,,..u.;,;,
El Bed and banks.
❑ OHWMEl 6 (check all indicators -that apply): ; ;x
- ❑• clear natural line impiessed on the bank ❑ the presence of litter and
changes in the,character of soil ❑ destruction of terrestrial vegetation; '
❑' shelving ❑ the presence'of wrack line'
❑ vegetation matted down, bent, or absent ❑ sediment sorting
leaf litter disturbed or washed away ❑ scour -
❑ sediment deposition ❑ multiple obwrved'or'predicted flow events
- - .❑ water staining ❑_ abrupt change in plant community
❑ other (list):
❑ Discontinuous OHWM.3 Explain: '
If factors other than the OH WM were used to determine lateral extent of CWAjunsdichonrv.(check all that apply):
'Flow route can be described by identifying, e.g., tributary a, which flows throughthe review area, to flow into tributary b which then flows into W. TN
6A natural or man-made discontinuity in the OHWM does not necessarily sever jurisdiction (e.g., where the stream tt mporarily,' ows underground,.orwhere the
OHwM has been removed by development or agricultural practices): Where there is a break ihlhe OHWM that is unrelated to"the wateliody's flow regime (e.g., flow
over a rock outcrop or through a culvert), the agencies will look for indicators of flow above and below the break.
'Ibid. - -

❑j High Tide Line indicated by: - n' Mean High Water Mark indicated by i ,;-
❑ oil or scum line alongshore objects ❑ survey to available datum;
❑ fine shell or debris deposits (foreshore) ❑ physical markings 1 t v
❑ physical markings/chaiactenstics ❑ vegetation hues/changes in vegetationtypes '
❑ tidal gauges -,. ..
❑ other -(list):
(iii) Chemical Characteristics:
Ci;t i
Characterize tributary (e:g.; water'color is clear, discolored, oily film; Wat6i'gtiaIity; general watershedichzractenstic's, etc.): Explain::;
Identify specific pollutants, if known:J.
<:•: +'• ;:��:r :N; ;.',. i :� * -
(iv) Biological Characteristics. Chancel supports.(check all that apply)
❑ Riparian corridor. Charactenstics (type, average
El Wetland fringe.. Characteristics: �'?s;. y; ��`^ .:�,`„ _ rr, >' ,<.�*h..li-::(r', .1:.,.+✓ 't.
El Habitat for.
❑ Federally Listed species Explain findings: '
---.. j .. ..-..
❑ Fish/spawn areas.,Explam,findings: .. .
❑ Other_envtronmentdlly sensitive'spe6ies.-'Explain findings - } ,
❑ Aquatie/wildlife diversity: Explain findings: -
2: Characteristics of wetlands adjacent to non-TNW'that flow directly or indirectly into TNW
-. (i) Physical Charactenstics:'
(a) Generals lNcilend-Cfiaracterisncs• - -
Properties:+ -
Jli%.. t. ,.' a fvj
Wetland size: acres, -.
Wetland type. Explain
Wetland quality. ,Ezplam:. .. r,t ro cs - Sf i + + f , :f :'1 r a 7 r ae,,:^ , • -,
p �+-'r u%Ptlands
n,z�ir Fglow is,
. t "vsi +itrCn'ai
Y'
Subsur,t
:e.,° ,� -Jut; [ ❑, l�
,(c) Wetland
❑ Direc
❑ Not c
o `F
e a e� oun aries xp am..
si�+.r4•P>,gr tS�a;MJ,,�tyt ka��;:f r rr£,:.itt r➢�fr�;.0 t';w< Y�1.-I' ` n...,S ,ry.rtr a`.r„.a , nrY+,<'.'
+=1�t+4i� fi: i�rJ ts�5.5�.3P d� i}. ±Ys et, lj- t•, jtr7 1? �1a ii _ , ?tt4]r. �{i z5f�?2sa [�y -u 5)
ow Relationship vnth,Non TNW . s i �, a �« i it o «� -
•a
a Pf3+. Ft t�1- +
r J '.5 r « t t 'C r YS t tfrr� 59� f, a c
i r `7 �'f�-;f. q� e'?QSL jY y �v+Yi < i. 71,E erCc.H�' � ih i+«A it}31 3Ytr v p k �i ))h)'x t.' '9 t Yy t561�•q"{ ° L�'A p«j�; 1
iW la r le '1S �rltYq � �-ra SiL a I' rF r� i !-x �tt � irti� r , r{fyJ 5 rF)K tt ��Sn ?Yw � f%ildgllx for m Wer q
ter]`shcsald k,r�",tz, tr'x ;w +F F. Y+17 yi i',;
:.flow sicklLis Explain findings -
�
(or other) test performed .
r�� v} u[✓i , Ui'ct ,ii`ytk¢4r r�i .f, ?}•.+ .'7 r,T i,X. « J� +Y i
r, 16 °?'.'-,{Y.,t2r F+ ,rr:i. -.t+�rq reiAS s }:.,✓..$ aY{ 1 ,.'i' � x.:��n
dtacencv De«terminahomwith Non-TNW 4
q
{abutting o 1
11 [
ctly abutting �„ Y
crete wetland hydrologic;connection:,;Explain :
)logical connection Explain: ' '+'''• -J,
iara[ed by.lierrn/barner. t Explain:_
Project wetlands are JV Lts n iir miles from TNW -
•;Prgect waters aze P'i kris aenmf(sgaight) rmles from TNW r,t- -
Flow is from Ptck MIS .., { , ,,, ..,.
Estimate approximate1ocation of wetland as within the P.i,,. c ,,,k' is-floodplain '
(n) Chetr»cal Characteristics
' Characten e wetlaad`sy`stei'n (e.g., water color is clear, brown; oil film on�surfacc; water quality, general watershed'charactenstics
etc.). Explain: -

Identify specific pollutants, if known:'
Y'
(III) biological Characteristics: Wetland supports (check all that apply)
❑ Riparian buffer Char'actenshcs (type,'average width): '
UP,
❑ Vegetation type/percent cover. Explain: ,
❑ Habitat for: -
,..
Federal]y,Listed species. Explain findings:
0 Fish/spawn areas. Explain findings: ,
Other environmentally -sensitive species. Explain findings:.
❑ Aguatie/wildlife diversity. Explain findings,
3. Characteristics of all wetlands adjacent to the Tributary (if and
All wetlands) tieing considered in the cumulative analysis ick Lis _
Approximately ( ) acres m total are being considered in the cumulative analysis.
For each wetland, specify the following:
1.
Directly abuts? (Y/N) Size (in acres) Directly abuts9 (Y/Nl ytiSize (in acres) r
J ..
- 't:P• - air' ,(
Summarize overall biological, chemical and physical functiohs being performed
C. SIGNIFICANT NEXUS DETERMINATION
its
sigmncam nexus.
the]
!-
he functions perforined by, any
�IogicalIntegrity o6a TNW.
its-adiacen[wetlands tias mor.e
'Constdera[ions when• ,, .
iw of wafer m the tributary and
snot�appropnate to determine
entiwetland{ rbetweena
tot solely determinative of
an Guidance and discussed in -
or floodwaters to TNWs or to
t futctions f i fish and other
N a
• Does the tributary; in combtnafion'wi[h t[s'adjacent wcdands (if any) have the capacity "totransfei nutrients and di-ganic carbon that
support downstream foodwebs7 t.r ! (•, '!
• Does the tributary, in combination with its adjacent wetlands (if any), have other relationships to the physical cheirucal; of biological
integrityoftheTNW? c - , -•r. r r r':•;
Note: the above list of considerations is not inclusive and other functions observed or knoWn to occur,shouldb'e'documented•beloiv:
I. Significant nexus findings for non-RPW that has no adjacent:wetlandsand flows directly or indirectly into TNWs Explain findings!
bfpresence or absence of significant nexus below,
.based on the tributary itself, then go to Section Iffb:
2. Significant nexus findings for uou-RPW and its adjacent wetlands, where the non-RPW flows directly or indirectly into TNWs.
Explain findings of presence or absence of significant nexus,below, based on the hibutary in combination with all `of tts adlacent,wcilands,
then go to Section IILD: _
an AUt accui wellaun lies wmmn or outside of a noo
mented and the,effects on then e TNW as identified I
ider include for example:
adjacent"wetlands (if any), have the capacity to: carry
aters reaching a TNW.
adjacent wetlands if any) provide habitat and lifecy
;, or rearing young for species that we present in the

-3. Significant nexus findings for wetlands Adjacent to an RPW but that do not directly abut the RPW. Explain findings of presence or
absence of significant nexus below; based on the tributary in couibinatio'nwith all of itsadjacerit.wetlands, then go to:Sc6tion-III:D:
D. DETERMINATIONS OF JURISDICTIONAL FINDINGS. THE SUBJECTWATERSfWETLANDS,ARE (CHECKALL,THAT
APPLY):
1. TNWsand AdjacentWetlands . Check all that apply ',and'5r , bvide gi�.CestinnatEs ffi- revi
ew ie-w'! are;
v, a:
TNWs ar feet, width'(ft) Or acres.
hit I X
Wetlands adjacent to TNWs: .07icres.'
-,q
2. RPWs that flow * dfirectly or'indirecily into TNw§.,.
c, TNWs -where tributaries t re rationale indicatihg'thiit tributary Tributaries:f ypically flow year, r6und are jimrisdictiohaE-Pf6Vide datii'afid '"'
is perennial:
tributaries of TNW where tributaries have continuous flow "seasonal) (e.g., typically three months cachl.y6dr) are jurisdictional.
Data supporting this conclusion is provided at Section HLB. Provide rationale indicaiingthat tributar'yflows seasonally':
Provide estimates for jurisdictio'nal,w6tOrs, in the review area (check all that apply):
1140
Tributary waters: linear feet width (ft) .*n s -
Other non -wetland waters: acres I ��;�n :011 .
IP
Identify type(s) of wafqrs:
3. Non-RPWs' that flow directly or indirectly into :T NWs. "-U
Wiierb6dv,tha6s not a ii4 flows directly or indirectly into a TNW, and it has a signifi6aht ftextiswith ajNW is
— 11., �.� ` I.,1% , m 1. .1-
P
4. Wetlands dirictly,atuitthik anRIPWAhaftio Q
dircMya'V'iit R'P W'hh'd th'u ... s are' cut -w,, et! m-ds.
®Wetlands dyer tly abuttmg�an 1tP.tW where tributaries'typmallylflow year round Prov�de'di
' a '`mdtcatmg that tntiutary,is perennialtm Section IILD 2 above •Provide rationale mdmating
'< �j=Wetlands directly abutfiiig an RPW where tributaries typycally.'flow seasonally Provide'
!, seasonal in Section III:B'.and rationale m Section'III D 2, above. Provide rationale indicatii
D ;A p 1;;�" A 1.
�y
ding that tributar-
1's',,,
�Iand'is dife'ctly`��I;uttin�
rovee acreage es te Jumd ctiona. wetlands in review area. acres.
;5. Wetlafids adjace I n I t to,but not directly abuttinig an RP*Jhat flow directly or iudiiectllylnto TN Ws
Wetlands thfit do�hot directly abut an hfoff-, but when considered in co
mbination
similarly situated a�ljaeeui,,�etlands;bavc a significant nexus with a _NW trejunsidicuidnial' bi&a supporting• this conclusion. `i V1,
Provided at Section III.C.
Provide acreage estimates , forjurisdii ctional wetlands in theieview area: acres.
,6. Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs.
1E Wetlands adjacent to such' waters, and have when considered in combination I I with the tributary to which they are adjacent and,w I ith
similarly situated adjacent wetlands, hav Ia signi ie .11
cant nexus with a TNW are jurisdictional; Data supporting this conclusion is
provided at Section III .C.
'See Footnote # 3.

E.
7
Provide'estiinatesfonjurisdictional-,wetlands,inithereview,;area ; acres ,.
Other fa
'e (1-6), or -
used by interstate or foreign travelers for recreational or other purposes
r att , Us f" m, vs i
alfish are o"r could be taken`and sold 'interstate or foreign commerce.' ''' �' kl•
used for industrial purposes, by industries ininterstQte commerce."
ers Expletni7s' a �4(�- i'i •i,�xi.,. 0'3 .ark:,.'
Identify water body andsummarize rationale supporting'de'terinnation y
Provide esh 1 ' ' for�unsdichonal waters m the review area (check all that apply). f .
"Tributarywaters fin earfeet ' wtdthr(1t).
'.Other non -wetland waters: acres. - -- , ri �. ,{,7,z*,x-,i•.
Identify type(s) of waters
Wetlands. acres r9.�4 .`ftll.r r niT s a i'' ..i �+,=t 2.t �4l t`ti�.
0 . If potentialtwetlandswere asses:
Dehneaii6n.Manual and/or appr
Q `:Review i area; included isolated'w
�',.❑ Prior to the Jan'2001 Supre
Migratory Bird Rule (MI
Waters do not meet the "Signific
A •
Other (explain if not covered al
Other non -wetland waters:
Wetlands: acres.
id'waters (i e., river
acres:,;
wetland waters: --
Wetlands: acres.
wttnm me review area these areas didinot meet4hecntena tWthe 1987 Corps�of EngineersaWetlant
a_[e Regional Supplements ; a
k
s"wuh no subs`lannal nexus [o mterstate(or foreigh)'comme_rce' iJ{� 7cz'irr�r iUti rani
court decision in SWANCC [he review area would have been,regulated, based solely on the
Nexus standard where such a finding is required forlunsdictior Explain
,:`ri i>r a c'ttfl 9 ' 8e rre Fs i i ixIt
yr`,y' , it 5 r f n .t , tsl'`S+€fttR 714r> z 5I
ZJ
streams) linear feet a width (ft) ._
^.
iel JY .' 4
11TiI
..ii It.�1,utF aliiJ'
,
acres. List type of aquatic resource:
!s 3i•'. r •ai tGx
q
sdictional waters in the review area that do not meet the "Significant
Nexus 'standard where such
ck all that apply)`
a
tre'a
meazwturn (ft)., ,.
'T,`ryu
acres. —List type of aquatioresource: —
SECTION M, DATA SOURCES. • , e U ^r a
J e '
To complete the is refer to the key in S - 'J " F �r''
r analys� Section IILD 6'of the Ins[iucnonal Guidebook. '
� '� '
10 Prior to asserting or declining CWA jurisdiction based solely on this category, Corps Districts will elevate the action to Corps andEPAHQ for review
consistent with the process described in the CorpsTPAMemorandum Regarding CWAAc[Jurisdictiion Following Rapanos. _

'✓y Y Y Y or+plat aumwucu uy m-wt uenatl Ul me
Data sheets prepared/submitted,by or on wbeh f of the app
®.Off ce concurswit data sheets/delmeation Feport,f 7
❑ Of Ice does net concur.with.data`sheets/delmeation•r,ey
Da[a sheets prepayed by the Corps:Steffens/CESAW-RGV
Corps navigable waters study
U S. Geo]ogical Survey Hydrologic Atlas:
❑'USGS NHD data:
® USGS 8 and 12digit HUC maps
_ U S Geological Suryey'rriap(s). Cite scale & quad name;l
USDA Natural Resources Conservation Service Soil Surv,
applicant/consulta t Quible atitd Associates
. `-�' r
icant/constiltant .'
r, [
r 3
,1
24KCorolla NC 1.+`��:� .
°'••, t
_, _t
y Crtat on:Curntuck County.
....
y 1: q..... Cit1,
map
eanils inventory s) e nameState/Localand mJentory map(s)Imaps:,..
['FEM.A/FIRM
J
t Applicable/suppotting case ]aw.
:Y
Applscable/supportuigscientificliterature fir c •= ^•. ' _ r '' 1
�' rt
k,.
``Other mformah n,(please specify) Siie delineation by USACEr06/24h008
,; h'F I fi
i.t
•
!. E: •'yd,+ Jet !'� ayt4 e-:.+' 1 p$'}2r r f 'r JI�S..��,., f., ry �tf;. S ,.;•, a:_ �
_�i
6 ADDITIONAL COMMENTS TO SUPPORT JD'
} ,n�2 �I,rt {Iqn t r ti rUa tr�l pse} Eti "! 0,
aS Y - .(1 C CIAO J o>nl.1 �[' (� 1 (TfJ ` ' }<
� , t ,t
v
t d t it e J i � `� . 1'� '' ✓1 � � i n 1r3
a-vr s F
> 1
r�1 i t xJ `i4 Ri t Tt •}}' ; iAti Tl �.�. r r
is ,
!
. Y
i�
.
iiS
' -t iJ -t 4,tr �; +t r i ' 1 rA 4
�Je d
e,
t _•
„ -ut di tr +l� s o :,u'� � 1LJf }l It 1 .' I 9 t � , � v -... •M .t..,, w i .. } ty
,� ;t
t
J,l ;('ill's t t. .J♦ J QI r ,IM} 1 f i if i'�" �' r
.'f. .S➢.
rt e�4' 01 :•'1,i 9 . tr. Fy stti. Y
I. r ; ix t, .ei ♦}} T
_
�, ra ':'!,t.
t.
u

i receiv6d a
01403'''�:,:�
_
_
�
See`Sectiori below ""
MIT (Standard Pemu or Letter of
A:_>
ndard Perinit or Letter:;of perniissron)
NAL DETERMINATION
TIONAL DETERMINATION. K. ;.:, E w.
,rrm yournay sign the pi
fPermission (LOPou
the LOP.means.that vAn
perms , me u mg its terms and conditions and approved jurisdictional detemunations associated.with the Pemut
• OBJECT If you object to the permit (Standard or LOP) because of certam terms -and Yondihohs thereon you may request th6t the
p`ermitbe modifed accordu gly Yon must complete Section It of this form and return the form to the dtstrigt engineer. -Your
objections mustbe received by the distnct engineer within 60, days of the $ate of this notice pfyou will forfeit your right to appeal
the �pertriit m the -future Upon receipt of your letter the district engineer, will evaluate Iyour objections andmay: (a)'modify the
perms[ to address all of your concerns; dify the perut to address some of your„objections, or (c) not modify the permit
having determined that the pertnit shonld$e issued as previously written. After evaluating your."objections,, the districtengineer
Y , P P. Y , erahon as indicated m' $echon B�below.' ' , `•i '
will send ou a' roffered smut for our reconsid
B: PROFFERED PERMIT You may accept or appealahe permit
• ACCEPT If you recerved,a' Standard Pemnt you inay sign the perrmt document and retain it to the district engmeer for final
authorization. If you received a Letter ofPeimission (LOP) you may accept the LOP'and your work is authorized 'Your signature
on`tHe_ Standard Pemut or acceptance of the LOP means that'you accept th'e pemut n'it's entirety, and waive all rights to appeal the
permit, including.rts terms and conditions and approvedjurisdictional'detemunations associated with thepeinnt `
• APPEAL If you choose,to decline the proffered pemut (Standard or LOP) because of certa n.tem s and conditiom'therein you
may appeal the dechned'pemut under.the Corps of Engineers Administrative Appeal Process by completing Section II of this form
and'sendmg,the form to ifie division engineer: This forth must be received by the division eugiheI within 60 days of the date, '
this notice. `
PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
ompletuig Section II of this form and send rig the form to the division engineer. This form must be received by the division engineer
vrthm 60 days of the date of this notice.
APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or
trovide new information.
ACCEPT:. You do not need to notify the Corps to accept an approved JD. Failure to notify the this notice, means that you Corps within 60 days of the date of
accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative
Appeal Process by completing Section II of this form and sending the form to the district engineer. This form must be received by!
the division engineer within 60 days of the date of this notice.

,E:. PRELIMINARY JURISDICTIONAL DETERMINATION` You do not need to respond to the Corps
regardiiig thepreliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved
JD (which maybe appealed) by contacting the. Corps district for further instruction, Also you may providehew
information for further consideration by the Corps to reevaluate the JD.
' Q: ,If-i -ii.to P'� orO; :. i lr TAR ® I RdBig
.)®'_
REASONS FOR APPEAL OR'OBJECTIONS (Desciibe your:reasons for appealing tlie'decision or your
objections to an initialproffered permit in clear concise statements. You may attach additionatinformation to
.this form to clarify where your reasons or objections are addressed in the administrative'record)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps
memorandum for the record of the appeal conference or meeting, and any supplemental iriformahon that the
review officer has determined is,nceded to clarify1he administrative record:' Neither the appellant nor the Corps ..
may add new information or.analyses to the rec6rd..1 However, you may.provide additional information to clarify:
the location of inforr ation that -is already in the adti imsfrat ve,record,.;.
If you have `qu`estions regazdmg this decision
If you only have'questiorisregarding,the appeal process you
and/or the.a cal rocess, ou ma contacti
I?P.. P Y„ y
ma also contact:: '
y
US Army Corps of Engineers- :
Ivlr. IVhke Bell; Adnurpstratrve''App' palReview Officer
Attu: Tom Steffens
CESAD-ET CO=R
Post Office Box 1000 .. /
U S Army Corps of Engineers, South Atlantic Division
Washington,'IVC 27889 /
60 Forsyth Street, -Room 9Iv115,. a
252-975 1616''ext' 25 'J
Atlanta,'Georgia; 30303,=8801,
RIGHT OF ENTRY: Your signature below grantsthe right of entry to• Corps "6fEfigmeers, '-'I a nnel, nd any.
government consultants, to conduct investigations of the project site during the course of the appeal process. You .
will lie provided a 15 day notice of any site investigation;=and will have the=opp_oi-lunity-fo-participate in all site
investigations..
Date:
Teleplione number:
Signature-of.appellant or agent. ;
eals on Initial Proffered Permits and approved Jurrsd�ctional Determinations send this form'to:
For` app
District Engineer, Wilmington Regulatory Division;;Attn:Tom Steffens, Project Manager, Washington
Regulatory Field Office, Post Office Box 1000, Washington, North Carolina 27889
For Permit denials and Proffered Permits send this _form to:
Division Engineer, Commander, U.S. Army Engineer Division; South Atlantic, Attn: Mr. Mike Bell,
Administrative Appeal, Officer, CESAD-ET-CO-R, 60 Forsyth Street, Room 9M15, Atlanta, Georgia
30303-8801

OWN vitful 1 q QngiNA;
Inv I ymb pj.-,:Jw gi "wo 4ge byWhjurn, My W
P piq ux-,T M,
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EXPRESS
BOOK 1068 PAGE U 6 4
{j
DEC 1,0 20,09
NC ®E'",pyR
Recooc rded: 11/2820008atT01�3aC18 Ph
Fee Amt: fI3,020.00 Pape 1 of 3
Excise Tax:
Cur !:Do.00
rl tuck County, NC
Charlene y Dowdy Register of Deeds
w
1068 FD649-651
TRANSFERTAXAIKOUW fa'SITU.Q.ngL..
0AMC0LL$C1 R 11-2{r• Znn`�5 �r
Excise T • d Recording Time, Book gad Page:
Parcel o. 011 •0023
Malt r ording to: ridge, Seawe14 Spence & Felthoasen, LLP, PO Bx 339, MaOteo, NC 27954
This in en grl-by` William Brustsey, III/mom File No. M1140304
Brief Description for hldex: / / I Poplar Branch Township
NORTH C-A Oj fN RAL WARRANTY DEED
This DEED, made this 18 1-4 of ove r 2008 by and between
GRANTOR GRANTEE
FAYE THORPE DONNELL COATS, formerly ID AM�ILX PARTNERSHIP, LLC
known as Faye Thorpe Lewallen, and husband,
EDWARD COATS
PO
Co O
Corolla, 927
Enter in appropriate block for each party: name, address, and, if appropriate, character of e , e.q. nation ership.
The designation Grantor and Grantee as used herein shall include said parties, their heirs, success aitd ass shall ' ude
singular, plural, masculine, feminine or neuter as required by context.
WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of all of which is he y knowledged,
has and by these presents does grant, bargain, sell and convey unto the said Grantees in fee simple, all that certain lot or parcel of land
situated in, Poplar Branch Township, Currituck County, North Carolina, more particularly described as follows:
See attached Exhibit "A"
This instrument prepared by William Brumsey, IU, a licensed North Carolina attorney. Delinquent taxes, if any, to be paid by

Exhibit "A„ BOOR 1 0 6 8 PAGE U 6 5 0
8E61NNINO at an Iron pipe In the South lino of the Lynch
property which iron pipe is North 87 jag. 05' 51" East
measurad along the South llm of the Lynch property
distant 305.74 foot from a conerato Marker, on the West
side of Corolla Village Road and from said point of
beginning thence North 87 deg. 05' 510 East 77.81
foot to on Iron pipe; thence South IS dog. 47' East
142.32 feet to an iron pipe on the North side of first
Drive (right of way width 60 feet); thence North
89 deg., 17' 09' Wort 38.28 foot to an iron pipe and
South 85 dog.. 33' 51' West 67.64 foot both along the
North aide of first Drive to an ;ran pipe; thence North
4 dog. 26' 09' West 131IJ6 Pact to the Iran pipe at
the point of beginning. This property Is described
and delineated an a slat creamed by S: Elam Williams.

BOOK 10 U 8 PAGE 0 6 51
The property hereimabove described was acquired by Grantor by instrument recorded in Book 120 Page 250
A map showing the above described property is recorded in Plat Book 115 Page 225
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to Grantees in
fee simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple, has the right to convey the same in fee
simple, that title is marketable and free and clear of all encumbrances, and that Grantor will warrant and defend the title against the
lawful claims of all persons whomsoever except for the exceptions hereinafter stated.
Title to the property hereinabove described is subject to the following exceptions:
Reservations, Restrictions and Easements of record.
Restrictive Covenants recorded with Deed in Deed Book 115, Page 222.
IN WITNESS WHEREOF, the Grantor has hereunto set his hand and seal, or if corporate, has caused this instrument to be signed in its corporate
name by its dui authorized otiicers and its seal to be hereunto affixed by authority of its Board of Directors, the day and year first above written.
--'-----...—_— ------ ------. C__ �. (SEAL)
— — —_(Corporate Name) — Fe*, E ORPE N LLy/C0/kTS
By (,..� _ (SEAL)
President EDWARD COA
(SEAL)
(SEAL)
STATE OF le Cf UN t OFy0" &-
1, Of - i a Notary Public do hereby certify
TharFAYF. THORP s DONNEL C and an ARD COATS personally
Appeared a this day and acknowle clu ecudti n bregoing instrument for the purposes therein expressed.
stamp or seal
day
Commission Expires
A .- . Qug 1-3
OLINA, COUNTY/CITY OF
personally came before me this
Secretary of a North Can
given and as the act of the corporation, the foregoing instrument was signed in its name by
sealed with its corporate seal and attested by
Witness my hand and official stamp or seal this day of
AFFIX NOTARY SEAL
My commission expires:
North Carolina, Currituck County
The foregoing certificate(s) of _
is certified to be coned. This instrument
2008, at .M., and duly recordet
at Page
Notary Public
2008.
20 07.
(SEAL)
do hereby certify that
he is
\by authority duly
President,
registrations this _� tray of ,
he Register of Deeds for Curr' County, North Carolina, in Book

EXPRESS
DEC 1.9 2009
NC DENR
.. a 4.I .. ,,:
e �e •. ._ a.�'
TaColeder CertiogationnotItoDelinquentTme
Am DoO Mm L&• &R By.%#_: Cerd&,*n
eapemJan 6madaheyeartodatificn�/udate.
No.
by
BOOK 1 0 6 8 PAGE U 6 7 0
'e8111®19111111811
Recorded: 11/28/2o0a at 01:69:10 PM j
Fee Nat: $2,7250 00 Pape 1 of a
Cur�ltuckx6ounty, ONO
Charlene y Dovdy Reglstar of Deeds
aK 1068 PD670-672
County on the
Recording Time, Book and Page:
Parcel Identifier No. C"140000024WOO
day of
Mail to: L_A dlridgq SenweB, Spence dr Ben000en, LIP, PO Box 339, Monaco, NC 27954
This mstrurn t was pr6pa#d by:) Jolm G. Trlmpk Attorney nt Irw
REQUESTED OR PERFORMED BY PREPARER
Brief Description for Index: \,I U f,,J 114, �Per*nrnon Street
NORTH CAROL E7byDEED
This DEED, made this 20th day of emberd between
GRANTOR
Charles D. Jarvis, Co -Executor of the Estate of Mazgaret D. Jarvis and P. O.Elizabeth J. Campbell, Co -Executor of the Estate of CoroW,N
Margaret D. Jarvis
The designation Grantor and Grantee as used herein shall include said parties, they he assigns, pnd-sbal,
include singular, plural, masculine, feminine or neuter as required by context. / /1 \)
WITNESSETH, that Grantor, for a valuable consideration paid by Grantee, the receipt of alr-6 ich i9 ereby
acknowledged, has and by these presents does grant, bargain, sell and convey unto the said Grantee in fiacsimpli, all that
certain lot or parcel of land situated in Poplar Branch Township, Currituck County, North Carolina and m6rep0nicularly
described as follows:
See Exhlbat "A" attached hereto and made a part hereof
Grantors are the co -executors of the Estate of Margaret D. Jarvis, who died testate on May 20, 2006, a resident of Currituck

q
BOOK 106 S PAGE 0 b 7 1
EXHIBIT "A"
All that certain tract or parcel of land situate in Poplar Branch Township, Currituck
County, North Carolina and more particularly described as follows:
BEGINNING at an iron pipe in the South line of the Lynch property which iron pipe is
located North 870 05' 51" East distant 383.55 feet measured along the South line of the
Lynch property from a concrete marker on the West side of Corolla Village Road and
,from said point of beginning thence North 87' 05' 5 1 " East 88 feet along the South line
ofi Lynch property to an iron pipe; thence South 15° 15' East 147.72 feet to an iron
pipe o the North side of First Drive (right of way width 60 feet); thence North 891 17'
09j Wes feet along the North side of First Drive to an iron pipe; thence North 15° 47'
Nest 14 .32 t to the iron pipe at the point of beginning as shown on a plat of S. Elmo
Willi s, stered Surveyor, under date of March 31, 1971, said plat being attached to
that eed from Whalehead Club, Inc., a North Carolina corporation to Albert
Bess, said aee& ;ng recorded in the office of the Register of Deeds of Currituck County
in eed ook 1 I page 687.

BOOK 106 8 PAGE U 6 72
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to
Grantee in fee simple.
And Grantor covenants with Grantee that Grantor is seized of the premises in fee simple, has the right to convey the same in fee
simple, that title is marketable and free and clear of all encumbrances, and that Grantor will warrant and defend the title against
the lawful claims of all persons whomsoever except the following exceptions or objections to title:
Easements, restrictions, rights of way of record, public service utility easements, if any and 2008 Ad Valorem Taxes.
TN WITNESS WHEREOF, the Grantor has duty executed the foregoing as of the day and year first above written.
�sEAL�
Charles D. Jarvis, Co -Executor of the Estate of Margaret D. Jarvis
A -r, AB /I 0 ,..J.Afl rn 5:, na..�.. .Alj.f,n
Witness myyAj
hand and official se�a],this the Z ( day of November 2008,
1�6
Nota�.v�P hlic I f

For DENR Use ONLY
V-
�rF•IMA North Carolina Department of Environment and Reviewer: .—)eLm 1
��/-•� Natural Resources s° mi':
NCDENR Request for Express Permit Review Time
Confirm:
FILL-IN all the information below and CHECK the Permit(s) you are requesting for express review. FAX or Email the completed form to Express
Coordinator along with a completed DETAILED narrative site plan (PDF file) and vicinity map (same items expected in the application package
of the project location. Please include this form in the application package.
• Asheville Region -Alison Davidson 818.296.4698;alison.davidson@ncderirgov
• Fayetteville or Raleigh Region -David Lee 919-791.4203; [e-mail]
• Mooresville& -Patrick [e-mail]
• Washington Region -Lyn Hardison 252-946-9215 or lyn.hardison @ncdenr.aov
• Wilmington Region -Janet Russell910-350.2004 or janet.russell@ncdenrgov
NOTE: Project application received after 12 noon will be stamped in the following work day
Project Name: TWIDDY OPERATIONS BUILDING County: CURRITUCK
SW
SW
SW
SW
SW
Applicant: LY PA
A dressAP.O. OX D 9 City: COROLLA, Sta e: NC Zip : TWIDDY I27927RTNERSHIP EXPRESS
Phone: [phone], Fax: [phone]. Email: _@ DEC l,'-'-02009
Physical Location:1141 AND 1143 PERSIMMON STREET COROLLA NC
Project Drains into SC waters — Water classification SC (for classification see-http://h2o,enr state nc us[bims/report r MI
Project Located in PASQUOTANK River Basin. Is project draining to class ORW waters? N , within'/2 mile and draining to class A wa ers N or within 1
mile and draining to class HOW waters? N
Engineer/Consultant: DAVID A DEEL RE Company: QUIBLE & ASSOCIATES P.C. j NAJ-7 (5 ( zo
Address: P.O. DRAWER 870 City: KITTY HAWK, State: NC Zip: 27949
Phone: [phone], Fax: [phone], Email: [e-mail]
SECTION ONE: REQUESTING A SCOPING MEETING ONLY
❑ Scopinq Meeting ONLY ❑ DWQ, ❑ DCM, ❑ DLR, ❑ OTHER:
SECTION TWO: CHECK ONLY THE PROGRAM (S) YOU ARE REQUESTING FOR EXPRESS PERMITTING
❑ 401 Unit ❑ Stream Origin Determination: _ If of stream calls — Please attach TOPO map marking the areas in questions
❑ Intermittent/Perennial Determination: _ # of stream calls — Please attach TOPO map marking the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Wetland (_linear ft or _acres)
❑ Riparian Buffer Authorization ❑ Minor Variance ❑ Major General Variance
® State Stormwater ❑ General ❑ SFR, ❑ SFR < 1 ac. ❑Bkhd & Bt Rm ,
p ❑ Clear &Grub, ❑Utility [I Other
❑ Low Density ❑ Low Density -Curb & Gutter _ # Curb Outlet Swales ❑ Off -site [SW _ (Provide permit #)]
❑ High Density -Detention Pond _ # Treatment Systems ❑ High Density -Infiltration _ #Treatment Systems
❑ High Density -Bio-Retention _ # Treatment Systems ® High Density —SW Wetlands 1 # Treatment Systems
❑ High Density -Other _ # Treatment Systems /❑ MOD:❑ Major ❑ Minor ❑ Plan Revision ❑ Redev. Exclusion SW (Provide permit 4)
❑ Coastal Management ❑ Excavation & Fill ❑ Culverts & Bridges 9 ❑Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
❑ Land Quality ❑ Erosion and Sedimentation Control Plan with _ acres to be disturbed.(CK If (for DENR use))
SECTION THREE — PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both scoping and express meeting request)
Wetlands on Site ® Yes ❑ No Buffer Impacts: ® No ❑ YES: _acre(s)
Wetlands Delineation has been completed: ® Yes ❑ No Isolated wetland on Property ❑ Yes ® No
US ACOE Approval of Delineation completed: ® Yes ❑ No 404 Application in Process w/ US ACOE: ❑ Yes ❑ No Permit
Received from US ACOE ® Yes ❑ No
For DENR use only
Fee Split for multiple permits lrhare s I Q r rt
-
SUBMITTAL DATES
Fee
iar rvv nnruum a TVV✓
SUBMITTAL DATES
Fee
ECAMA
$
Variance I❑ Mai: ❑ Min)
$
D, ❑ LD, ❑ Gen)
$y-p0O
401:
$
$
Stream Deter,_
$
NCDENR EXPRESS March 2009

Dumpor, Samir
From: David Deel [[e-mail]]
Sent: Thursday, December 10, 2009 4:19 PM
To: Samir Dumpor
Cc: Vinson, Scott
Subject: Missing rainfall data on the Wetland Supplement - Twiddy Operations Building
Attachments: image001.jpg; image004.jpg; image005.jpg
Per NOAA, the 10 year, 24 hour rainfall depth is 5.82 inches. This is the depth that I used in my drainage model, which
distributes the 5.82 inch depth across an SCS Type III rainfall distribution:
Precipitation,r,
File Edit View History Bookmarks Tools Help
http.��hdsc,nws.noaa.gov/cgi-bin/hdscibuildout.perl?type=pf8wn f © Google
U Most Visited TechSideline WSB AM ® Boortz 44Y eBay KDH Weather ® craigslist- outer banks... "W Yahoo!
[� Firefox prevented this site from opening a pop-up window. Options
POINT PRECIPITATION
FREQUENCY ESTIMATES ;
FROM NOAA ATLAS 14
North Carolina 36379 N 75834 W 6 feet
Iraza "Atcipi diem -Frequency Atlas oftlhe Maed Staes" HOAA Atlas 14, Vob=e 2, Version 3
G.M. Botmin, D. Mania, B. Lin, T. Paaybok, M.Ydit, end D. Riley
HOAA, National Wnekar Service, SiFza'pring, FLuyland, 2004
FSdrected: Tlur Dec 10 2009
Confidence Limits Seasonality Location Maps Other Info. GIS data Maps Docs Return to State
Precipitation Frequency Estimates (niches)
ARI*,i ' I 1 J 15 3D ; 60 120I��11�11__-I,�.f. Y I_I
J , - 3 hr 6 hr 112 hr 2d hr! d8 hr, d day 17 day
(years) mrn I10 �n �n +wr I min - - -I - da da da da day
'-K44i OJO J 0.88J 1.20 1 1317 1 1.73 11_87 J 2.22 2.63 3_l l 3.61 j 404 i 4.71 j 529 17_19 ] -3- 10.9J 13.09
i0.51 0 82 1.03 1.42 1 1 78 2.D8 2 23 ; 2 64 3 12 J 3.79 4.37 4 90 3,60:1 6 34 18 53 10�32 , 12 94 15.43
r 5 J1E7�109LI1.16 �165 1211 2.52 I270 j3.21 I381 J4.89�5.6 623 7.14 '7.86 1040I12_65-1545i18.23
I O J 0 66 11.06 I L34 1 9412 52 13.07 3 31 3.93J 4 69 , W 6.67 7.34 8.34 , 9.11 � 11 91 J' 14.33 17.32120.47
i25 J O.74J 1.19 J 1 50 12.23 2 96 3.68 J 4 01 ] 4.79 j 5 73 7 19 J 8`27J 8 93 110.D8 10 90� 14 06 16.70 20 43J 23_32 _I
50J082 11.31- 1.66J2.SOJ338 !4.28 '471J564 683 8.36J963 • I031 1152 1239 11581 118.5�2279 23.91
100J 0.89 1.42 1.79 234 13.77 4.83 3.41 6.49 J 7.92 j 9.66 ( 11.19 ; 11 78 13.08 113.98 17.65 120.49 25.24J 28.34
200 I 0 96� l_32J 1 92 � 2.98 14.18 5.47 i 6.16 7 42 9.13 11_08 12.90 13.37 14.75 i 15.68� 19.59 122.45 127.79 30.80
500 1.04J 1 64 2 07 3.2 _J 4.72 6 29 718 8 70 10.79 13 20 j 13.49 15.717 17.16� 18.1D 22.32J 25.15 31.35J 34.13�
1000 1.12J 1 76 � 221 13_58 15.22 ' 7 18.19 1996 112_47� 15 01 117.72 18.O1J 19.13 120.09 124.32 127.26 34.19 ! 36.71
'These precipitation frequency estimates are based on a partial duration series. ARlis the Average Recurrence Internal.
Please reterbo NOAA Alias 14Documentformom irdomation. NOTE: Format ingforces estmates nearzernto appear as zero.
L
Done 1e

The other line on the Constructed Wetland Supplement asked for the rainfall intensity... this is not used in my model
because I am using the SCS methodologies - the rainfall intensity would be used if I were utilizing the rational method to
establish peak flows. However, FYI, the peak rainfall intensity for the 10 year storm and a 5 minute Tc per NOAA is 7.94
in/hr.:
a f.�I
File Edit View History Bookmarks Tools Help
>� C g j http://hdsc.nws.noaa.gov/cgi-bin/hdsc/buildout.perl?type--idf& li�r - ©- Google
d Most Visited Kj Tech5ideline 0 WSB AM ® Boortz eby eBay fa KDH Weather ® craigslist: outer banks... 'W Yahoo'
® Firefox prevented this site from opening a pop-up window. Options
POINT PRECIPITATION
FREQUENCY ESTIMATES i
FROM NOAA ATLAS 14
North Carolina 36363 N 75 B34 W 9 feet
timn'T recipitatioinbFhquency Aths of the Uiued States "HOAA Attu 14, Vobnne ], Version 3
G.H. Botmin, D. Martin, B. Lae, T. Pazybok, M.Yeku, and D. Riley
HOAA, Hatiurul Weather Service, Silver Spring, bdaylmd, 1004
b]macted: Thu Dec 10 2009
Confidence Limits Seasonality Location Maps Other Info. GIS data Maps Docs Return to State
P-ecipitation Laensity Estitnates f rulu•)
* i 10 15 30 60 120 _
_ 20 30 45 60
3 12 24 48 - �;� -
6 hr aX
s mutll-�I_'^-an
�1 �
�i tnirt i
ion!__F m'n ll '�_il. = IL _'= - I - I X ' d?Y
. - -- -'
10.22
-10
5.28 4.21n i 3.31 ' 2.41 1 0� 0� 0.37 ' 0.08 '
� ��i�I�i�� �,��004 ,0.03 JO_02�001�OOIJO01 IOA1
IF2J6.13_I4.91 1411 12_84 I1_78-i104 j0.74J044 i026J016 0.09-i005]0.03 �003 ;002J001 O.O1J0.01
'�68J5.51�4.65 ;3.30 212 i126 090J034�0.32 020 ,D.12 0.07 0.04]0.03 002J0.02 �D.OI �0.01 i
IOJI 6.33� 3.36 3.88 2 53 : L54J 1 11-; 0 66 0.39 D 24 : 0.1410.08 i QOS 0.04J D 02 0.02 , 0 02� 0.01
25 8.94 J 7.13 � 6_02 J 4 46 � 2.97 J 1 84 � 1.34 J 0.80:0 � 0.30 ' 0.17 0 09 � 0.06 0_OS � O 03� 0 02 0_02 0.02
SO J988 7.87 6.64 SOO I3.39 214 I1.S7J094 JOS_J0.35 020 0.11 0.07Joo__:0.03J003 !0.02�o_ 2
100 J 10.70 18.51 7 17 5.49 3 78 2_43J t .80J 1 09J 0.66 I 0 40 0.23 OJ 0.08 0.06 0 04J 0 03 I 0 DZJ D.02
200 11 32 9.13 7 68 13.97 419 12 744� 2 06 1 24 0.76 0 46 0.27 0.14 , 0.09 10.07 0 04 : 0.03 0 03 0.02
500 is]F? 87� 8: 8 16 59 14 73 � 3.15 J 2 40 J 1 46 � 0 90 � 0 53 0.32 10 16 � 0.10 J F 8 i 0 05 � 0.03_ 0 03 10 02
1000 j 13 44 10 38 18 86 17 17 I 224J 335 i 2.73 1 67 11.04J 0 63 0,.37J 0 19 011 10 08 0 OS 0.04 ; 0 DJ 0.03
•These precipitation frequency estimates are based on a partial duration series. ARI is the Average Recurrence Interval.
Please mferto NOPA Was 14 Documentfor mom information. NOTE: Fonnatling forces estimates near zero in appear as zero.
Done -
I�
Please e-mail or call with any questions.

Thanks,
Andy
David A. Deel, P.E.
Quible & Associates P.C.
P.O. Drawer 870
Kitty Hawk, NC 27949
252-261-3300 Office
252-202-3803 Cell
252-261-1260 Fax
0904 �
ENGINEERING • CONSULTING • PLANNING
ENVIRONVENTAL SCIENCES - SURVEYING
LEGAL DISCLAIMER
The information transmitted is intended solely for the individual or entity to which it is addressed and may contain confidential and/or privileged material. Any review,
retransmission, dissemination or other use ofor taking action in reliance upon this information by persons or entities other than the intended recipient is prohibited. If you have
received this email in error please contact the sender and delete the material from any computer.

Quible
Quible & Associates, P.C.
ENGINEERING • ENVIRONMENTAL SCIENCES • PLANNING • SURVEYING
SINCE 1959
December 10, 2009 EXPRESS
Mr. Roger Thorpe DEC 110 2009
NCDENR
Division of Water Quality NC ®ENR
943 Washington Square Mall
Washington, North Carolina 27889
Re: Stormwater Management Plan (High Density Application)
Proposed Twiddy Operations Building
Corolla, Currituck County
Dear Mr. Thorpe:
P.O. Drawer 870
Kitty Hawk NC 27949
Phone: [phone]D
Fax: [phone]
PRINCIPALS
Sean C, Boyle, PE.
Joseph S. Lassiter. C.E.P.
Eduado J. VaeMeso. PE.
ASSOCIATES
Joseph J. AnIouf, P.E.
Kathorine C. Marchello. P. LS.
On Behalf of the Twiddy Family Partnership, LLC, Quible & Associates, P.C. hereby submits for express
review and approval a High Density Stormwater Management Permit Application package for the above
referenced proposed Office / Warehouse facility in Corolla, Currituck County. The project falls within
the high density classification. The enclosed narrative will explain in detail the stormwater management
of this site.
The following items are included and shall be considered part of this submittal package:
I. Review Fee Check for $4,000.00
2. Two (2) copies of the Stormwater Management Permit Application Form w/one (1) copy
of the Constructed Wetland Supplement
3. One (1) copy (original signature) of the Stormwater Wetland Operation and Maintenance
Agreement.
4. One (1) copy (original signature) of the Level Spreader Operation and Maintenance Agreement.
5. Stormwater Management Plan Narrative
6. NC Secretary of State Company Registration Information for Twiddy Family
Partnership(Property Owner).
7. Property Deeds
8. USACE General Permit Verification for filling of wetlands within the project site.
9. Two (2) copies of the Plan Sheets I, 2, 4, 5, 6A, 6B, and 8.
If you have any questions, or require any additional information, please do not hesitate to contact me at
[phone].
Sincerely,
L,ble & Ass�diat�es P.C.
Day.d A. �e PI E.�
enc: as staled
cc: Mr. Jeff Malarney, General Counsel, Twiddv Family Partnership