SW7071115_CURRENT PERMIT_20171106

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. I SW� yll/
DOC TYPE CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE gl -IZZZ%(p
YYYYMMDD

Energy, Mineral &
Land Resources
ENVIRONMENTAL QUALITY
November 6, 2017
Mr. Israel Golasa
I.G. Holdings, LLC
PO Box 120
Kitty Hawk, NC 27949
iN(IAc
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
TRACY DAVIS
Director
Subject: Stormwater Permit No. SW7071115 Modification
I.G. Holdings
High Density Project
Dare County
Dear Mr. Golasa:
The Washington Regional Office received a complete Stormwater Management Permit
Modification Application for I.G. Holdings development on September 27, 2017. Staff
review of the plans and specifications has determined that the project, as proposed, will
comply with the Stormwater Regulations set forth in Title 15A NCAC 21-1.1000. We are
forwarding Permit No. SW7071115 Modification dated November 6, 2017, for the
construction of the subject project.
This permit shall be effective from the date of issuance unti December 7, 2021, shall
void permit No. SW7071115 dated November 25, 2008, and s a I be su ' sit the
conditions and limitations as specified therein. Please pay special attention to the
Operation and Maintenance requirements in this permit. Failure to establish an
adequate system for operation and maintenance of the stormwater management
system will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you
have the right to request an adjudicatory hearing upon written request within thirty (30)
days following receipt of this permit. This request must be in the form of a written
petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed
with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC
27699-6714. Unless such demands are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please
contact me at [phone].
Sincerely,
Roger K. Thorpe
Environmental Engineer
Cc Albemarle & Associates, LTD
Dare County Buildings Inspections
Nothing Compares„
State of North Carolina I Environmental Quality I Energy. Mineral and Land Resources
Waehinntnn Reninnal Office 1 941 Waahinmmn Snuere Mall I Washinornrt NC 77889

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STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
I.G. Holdings, LLC
I.G. Holdings
Dare County
FOR THE
construction, operation and maintenance of an infiltration basin in compliance with the
provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules') anc
the approved stormwater management plans and specifications and other supporting
data as attached and on file with and approved by the Division of Energy, Mineral, and
Land Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until December 7, 2021, and
shall be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.6 of this permit. The stormwater control has been
designed to handle the runoff from 51,678 square feet of impervious area. This
basin must be operated with a 50' vegetated filter.
3. The tract will be limited to the amount of built -upon area indicated Section 1.6 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.
!'Nothing Compares.
State of North Carolina I Environmental Quality I Energy. Mineral and Land Resources
Washington Regional Office ( 943 Washington Square Mall I Washington NC 27889
252 946 6481

6. The following design criteria have been provided in the infiltration basin and must
be maintained at design condition:
a.
Drainage Area:
120,341 s.f. (2.76 acres)
b.
Total Impervious Surfaces, ft2:
51,678
c.
Design Storm, inches:
1.5
d.
Basin Depth, feet:
1.1
e.
Bottom Elevation, FMSL:
3.0
f.
Bottom Surface Area, ft2:
5,722
g.
Bypass Weir Elevation, FMSL:
4.50
h.
Permitted Storage Volume, W:
7,508
i.
Type of Soil:
Corolla-Duckston
j.
Expected Infiltration Rate, in/hr:
15
k.
Seasonal High Water Table, FMSL:
1.0
I.
Time to Draw Down:
0.1 days
M.
Receiving Stream/River Basin:
Mill Creek / Pasquotank
n.
Stream Index Number:
30-22-22
o.
Classification of Water Body:
"SA, HQW"
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 times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency. The approved Operation and Maintenance Plan must be followed in its
entirety and maintenance must occur at the scheduled intervals including, but not
limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
Nothing Compares.....
State of North Carolina I Environmental Quality I Energy. Mineral and Land Resources
Washington Regional Office 1 943 Washngton Square Mall I Washington. NC 27889
252 946 6481

e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of bypass structure, infiltration media, flow
spreader, catch basins, piping and vegetated filter.
g. A clear access path to the bypass structure must be available at all times.
Records of maintenance activities must be kept and made available upon
request to authorized personnel of DEMLR. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
5. The facilities shall be constructed as shown on the approved plans. This permit
shall become voidable unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other
supporting data.
6. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed ertifyingthatthe 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 maybe required for those deviations.
7. If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
8. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
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.
`-"Nothing Compares
State of North Carolina I Enwonmental Quality I Energy. Mineral and Land ReSnlirces
Washington Regional Office 1 943 Washington Square Mail I Washington, NC 27889
252946 b481

10. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
11. A copy of the approved plans and specifications shall be maintained on file by
the Permittee at all times.
12. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
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 formal permit transfer request to the Division, accompanied by a
completed name/ownership change form, documentation from the parties
involved, and other supporting materials as may be appropriate. The approval of
this request will be considered on its merits and may or may not be approved.
The permittee is responsible for compliance with all permit conditions until such
time as the Division approves the transfer request.
2. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division, in accordance with
North Carolina General Statute 143-215.6A to 143-215.6C.
3. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
5. The permittee grants DEQ Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
6. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition.
7. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
(Nothing Compares
State of North Carolina I Environmental Quality I Energy, Mineral and Land Resources
Washington Regional Office i 943 Washington Square Mall I Washington, NC 27889
252 946 6481

8. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
9. The permittee shall notify the Division any name, ownership or mailing address
changes within 30 days.
10. This permit shall be effective from the date of issuance until December 7, 2021.
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 6th day of November, 2017.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for
Tracy E. Davis, PE, CPM, Director
Division of Energy, Mineral, and Land Resources
By Authority of the Environmental Management Commission
Permit No. SW7071115 Modification
!—'Nothing Compares,.
State of North Carolina I Environmental Quality I Energy. Mineral and Land Resources
Washington Regional Office 1 943 Washington Square Mail I Washington, NC 27889
252 946 6481
I�nJ)31Tii "v�'illY1 G'li.^�;.'Sd$¢flLRI .NVYP.a`�h r.._ a: 142 ad .W.._1 �aYkW.,W. i77 4

I.G. Holdings
Stormwater Permit No. SW7071115 Modification
Dare Countv
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
!`Nothing Compares
State of North Carolina I Environmental Quality I Energy. Mineral and Land Resources
Washington Regional Office 1 943 Washington Square Mail I Washington. NC 27889
252 946 6481

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 bypass structure weir elevation is per the approved plan.
6. The bypass structure is located per the approved plans.
7. A Trash Rack is provided on the 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. All required design depths are provided.
13. All required parts of the system are provided.
14. The required system dimensions are provided per the approved plans.
-/'Nothing Compares_,
State of North Carolina I Environmental Quality! Energy. Mineral and Land Resources
Washington Regional Office 1 943 Washington Square Mall I Washington, NC 27889
M2 946 6481

RECEIVED SEp 2 7 201j
DEMLR USE ONLY
Date Receive
Fee Paid
Permit Number
x—,77
a
vV r] u7 /it 5—
Applicable Rules: ❑ Coastal SW — 1995 ❑ Coastal SW — 2008 ❑ Ph II - Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ Mgmt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may he photocopied for use as an original
I. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
IG Holdings, LLC
2. Location of Project (street address):
City:Avon County:Dare Zip:27915
3. Directions to project (from nearest major intersection):
From the intersection of Harbor Road (SR 1224) and NC Hwy 12 proceed north along NC Hwy 12
approximately 600'. The facility will be on the left.
4. Latitude:350 21' 16" N Longitude:750 30' 11" W of the main entrance to the project.
II. PERMIT INFORMATION:
1.a.Specify whether project is (check one): ❑New ®Modification ❑ Renewal w/ Modificationt
'Renewals with modifications also requires SWU-102 — Renewal Application Form
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit numberSW70711 1 5 its issue date (if known)l1/25/2008 and the status of
construction: Not Started Partially Completed* Completed* *provide a designer's
certification
2. Specify the type of project (check one):
[—]Low Density ®High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from
DEMLR requesting a state stormwater management permit application, list the stormwater project
number, if assigned, and the previous name of the project, if different than currently
proposed,
4.a.Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major ❑Sedimentation/Erosion Control: ac of Disturbed Area
❑NPDES Industrial Stormwater 0404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:
5. Is the project located within 5 miles of a public airport? ®No []Yes
If yes, see S.L. 2012-200, Part Vl: http:/Iportal.ncdenr.org/web/Ir/rules-and-regulations
III. CONTACT INFORMATION
1.a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Form SWU-101 Version Oct. 31, 2013 Page 1 of 6

UI �'Fijq--D 2Eb a

Applicant/Organization:l G Holdings, LLC
Signing Official & Title:lsrael Golasa. Manager
b.Contact information for person listed in item 1a above:
Street Address:2229 South Croatan Highway
City:Nags Head State:NC Zip:27959
Mailing Address (if applicable):PO Box 120
City:Kitty Hawk State:NC Zip:27949
Phone: (252 ) 480-0009
Email:beachmartinc(a)gmail.com
Fax: ( )
c. Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee` (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser' (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer` (Complete Contact Information, item 2a and 2b below.)
2.a.Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization:
Signing Official & Title:.
b.Contact information for person listed in item 2a above:
Street Address:
City: State:
Mailing Address (if applicable):
City: State:
Phone:( ) Fax:
Zip:
3.a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact
Signing Official & Title:
b.Contact information for person listed in item 3a above:
Mailing Address:
City:
Phone: ( )
Email:
4. Local jurisdiction for building permits: Dare County
Point of Contact:Donna Creef
I1���3�lOx�i�Ia YU N `Jill G7 A
Fax: ( )
Phone #: (252 ) 475-5873
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Runoff from the site drains via sheet flow and closed collection system into an infiltration basin
on the west side of the site. A bypass is provided for excess and is connected to a level spreader
Form SWU-101 Version Oct. 31, 2013 Page 2 of 6

that discharges into a grassed area.
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.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW — 1995 ❑ Ph 11— Post Construction
3. Stormwater runoff from this project drains to the Pasquotank River basin.
4. Total Property Area: 2.88 acres 5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0.12 acres
7. Total Property Area (4) —Total Coastal Wetlands Area (5) —Total Surface Water Area (6) = Total Project
Area*:2.76 acres
Total project area shall be calculated to exclude the following: the normal pool of impounded structures,
the area between the banks of streams and rivers, the area below the Normal High Water (NHW) line or
Mean High Water (MHW) line, and coastal wetlands landward from the NHW (or MHW) line. The resultant
project area is used to calculate overall percent built upon area (BUA). Non -coastal wetlands landward of
the NHW (or MHW) line may be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area I Total Project Area) X 100 = 42.9% %
9. How many drainage areas does the project have?l (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.
Basin Information
Drainage Area 1
Drainage Area
Drainage Area
Drainage Area
Receiving Stream Name
Mill Creek
Stream Class `
SA, HOW
Stream Index Number `
30-22-22
Total Drainage Area (sf)
120,341
On -site Drainage Area (sf)
120,341
Off -site Drainage Area (so
0
Proposed Impervious Area" (sf)
% Impervious Area" (total)
Impervious— Surface Area
Drainage Area
Drainage Area
Drainage Area
Drainage Area -
On -site Buildings/Lots (sf)
16,650
On -site Streets (sf)
0
On -site Parking (sf)
30,672
On -site Sidewalks (sf)
3,971
Other on -site (so
185
Future (sf)
200
Off -site (so
0
Existing BUA"` (sf)
0
Total (sf):
51,678
Stream Class and Index Number can be determined at:
htip://portal. ncdenr. orq/web/wq/ps/csu/classifications
" Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking
areas, sidewalks, gravel areas, etc.
***Report only that amount of existing BUA that will remain after development. Do not report any existing
BUA that is to be removed and which will be replaced by new BUA.
11. How was the off -site impervious area listed above determined? Provide documentation.
FormSWU-lot Version Oct. 31,2013 Page 3of6

Projects in Union County: Contact DEMLR Central Office staff to check iftheproject it located within a Threatened &
Endangered Species watershed that maybe subject to more stringent stormwater requiremenLs as per 15A NCAC 02B .0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from http://portal.ncdenr.orq/web/wu/ws/su/bmD-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Energy, Mineral and
Land Resources (DEMLR). A complete package includes all of the items listed below. A detailed
application instruction sheet and BMP checklists are available from
http://portal.ncdenr.org/web/wq/ws/su/statesw/forms docs. The complete application package should be
submitted to the appropriate DEMLR Office. (The appropriate office may be found by locating project on the
interactive online map at http://portal.ncdenr.org/web/wq/ws/su/maps.)
Please indicate that the following required information have been provided by initialing in the space
provided for each item. All original documents MUST be signed and initialed in blue ink. Download the latest
versions for each submitted application package from
http://portal.ncdenr.org/web/wq/ws/su/statesw/forms docs.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form. KS11
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants v1A ���
Form. (if required as per Part Vll below) /P eta oy \
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.envhelp.orq/pages/onestopexpress.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.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/management for
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within Y: mile of the site boundary, include the Y:
mile radius on the map.
7.. Sealed, signed and dated calculations (one copy).
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
I. Details of roads, drainage features, collection systems, and stormwater control measures.
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
Form SWU-101 Version Oct. 31, 2013 Page 4 of 6

9. Copy of any applicable soils report with the associated SHWT elevations (Please identify
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"xl 1" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DEMLR to verify the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: 1752 Page No: 035 ^5k3 M
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC f�SS
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item 1 a, 2a, and/or 3a per 15A NCAC 2H.1003(e).
The corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
http://www.secretary.state.nc.us/Corporations/CSearch.aspx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from http://portal.nr-denr.oM/web/Ir/state-stormwater-forms docs.
Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions
and protective covenants for this project, if required, shall include all the items required in the permit and
listed on the forms available on the website, that the covenants will be binding on all parties and persons
claiming under them, that they will run with the land, that the required covenants cannot be changed or
deleted without concurrence from the NC DEMLR, and that they will be recorded prior to the sale of any
lot.
Vill. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer: Michael J. Morway, PE
Consulting Firm: Albemarle & Associates, Ltd
Mailing Address:PO Box 3989
City:Kill Devil Hills State:NC Zip:27948
Phone: (252 ) 441-2113 Fax: (252 ) 441-0965
Email: mikempalbemarieassociates.com
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
1, (print or type name of person listed in Contact Information, item 2a) n/a certify that I
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Information, item 1 a) with (print or type name of organization listed in
Contact Information, item la) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DEMLR Stormwater permit reverts back
to me, the property owner. As the property owner, it is my responsibility to notify DEMLR immediately and submit
Form SWU-101 Version Oct. 31, 2013 Page 5 of 6

a completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater treatment
facility without a valid permit. I understand that the operation of a stormwater treatment facility without a valid
permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement action including
the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
Signature:
a Notary Public for the State of
County of , do hereby certify that
Date:
personally appeared before me this day of , and acknowledge the
due execution of the application for a stormwater permit. Witness my hand and official seal,
MAUL
My commission
X. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in Contact Information, item 1 a) Israel Golasa
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of the
applicable stormwater rules under 15A NCAC 2H .1000 and any other applicable state stormwater requirements.
Date: -1 a 0 -1-7
1, �1(�e_ ULW -N t � , a Notary Public for the State of/� 0 Q-
County of UU1-•l— Lt U(- , do hereby certify that /1 LLt� V (4.CL-Qf
personally appeared before me this day of gt ZO U i , and acknowledge the
due execution of the application for a stormwater permit. Witness my hand and official seal,
31, 2013 Page 6 of 6

Michael F Easley, Govemot t br l4
William G Ross Jr, Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
November 25, 2008
Mr. Israel Golasa
I.G. Holdings, LLC
PO Box 120
Kitty Hawk, NC 27949
Subject: Stormwater Permit No. SW7071115 Modification
I.G. Holdings
High Density Project
Dare County
Dear Mr. Golasa:
The Washington Regional Office received a complete Stormwater Management Permit
Modification Application for I.G. Holdings development on September 26, 2008. Staff review of
the plans and specifications has determined that the project, as proposed, will comply with the
Stormwater Regulations set forth in Title 15A NCAC 2H.1000. We are forwarding Permit No.
SW7071115 Modification dated November 25, 2008, for the construction of the subject project.
This permit shall be effective from the date of issuance until December 7, 2017, shall void
permit No. SW7071115 dated December 7, 2007, 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, 6714 Mail Service Center, Raleigh, NC 27699-6714. Unless such
demands are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please
contact Samir Dumpor, or me at [phone].
i
n y,
AI d
Regional Supervisor
Surface Water Protection Section
AH/sd: S:\WQS\STORMWAT\PERMIT\I.G. Holdings
cc: John DeLucia, PE, Albemarle Associates, Ltd.
Dare County Building Inspections
Doug Huggett, Division of Coastal Management
Washington Regional Office
Central Files
North Carolina Division of Water Quality Internet www ncwateroualitv.om One
943 Washington Square Mall Phone [phone] NorthCarollna
Washington, NC 27889 Fax [phone] a uraly
An Equal OpportunitylAffirmahve Action Employer -50%Recycled110% Post Consumer Paper Naturally

State Stormwater Management Systems
Permit No. SW7071115 Modification
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
I.G. Holdings, LLC
I.G. Holdings
Dare County
FOR THE
construction, operation and maintenance of an infiltration basin in compliance with the
provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules') and
the approved stormwater management plans and specifications and other supporting
data as attached and on file with and approved by the Division of Water Quality and
considered a part of this permit.
This permit shall be effective from the date of issuance until December 7, 2017, and
shall be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.6 on page 3 of this permit. The stormwater
control has been designed to handle the runoff from 48,375 square feet of
impervious area. This basin must be operated with a 50' vegetated filter.
3. The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans.
4. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
5. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
Page 2 of 7

Permit No. SW7071115 Modification
The following design criteria have been provided in the infiltration basin and must
be maintained at design condition:
a.
Drainage Area:
120,341 s.f. (2.76 acres)
b.
Total Impervious Surfaces, ft2:
48,375
C.
Design Storm, inches:
1.5
d.
Basin Depth, feet:
1.1
e.
Bottom Elevation, FMSL:
3.0
f.
Bottom Surface Area, ft2:
5,722
g.
Bypass Weir Elevation, FMSL:
4.50
h.
Permitted Storage Volume, ft3:
7,508
i.
Type of Soil:
Corolla-Duckston
j.
Expected Infiltration Rate, in/hr:
15
k.
Seasonal High Water Table, FMSL:
1.0
I.
Time to Draw Down:
0.1 days
M.
Receiving Stream/River Basin:
Mill Creek / Pasquotank
n.
Stream Index Number:
30-22-22
o.
Classification of Water Body:
"SA, HQW"
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 times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency. The approved Operation and Maintenance Plan must be followed in
its entirety and maintenance must occur at the scheduled intervals including, but
not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of bypass structure, infiltration media, flow
spreader, catch basins, piping and vegetated filter.
g. A clear access path to the bypass structure must be available at all times.
Page 3of7

State Stormwater Management Systems
Permit No. SW7071115 Modification
4. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ. The records will indicate the date,
activity; name of person performing the work and what actions were taken.
5. The facilities shall be constructed as shown on the approved plans. This permit
shall become voidable unless the facilities are constructed in accordance with
the conditions of this permit, the approved plans and specifications, and other
supporting data.
6. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A
modification may be required for those deviations.
7. If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
8. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
9. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project
area. The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
10. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
11. A copy of the approved plans and specifications shall be maintained on file by
the Permittee at all times.
12. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
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 formal permit transfer request to the Division of Water Quality,
Page 4 of 7

Permit No. SW7071115 Modification „
accompanied by a completed name/ownership change form, documentation
from the parties involved, and other supporting materials as may be appropriate.
The approval of this request will be considered on its merits and may or may not
be approved. The permittee is responsible for compliance with all permit
conditions until such time as the Division approves the transfer request.
2. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
3. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
5. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
6. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition.
7. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
8. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
9. The permittee shall notify the Division any name, ownership or mailing address
changes within 30 days.
10. This permit shall be effective from the date of issuance until December 7, 2017.
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.
PermikFRTi
'ed this the 25th day of November, 2008.
CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
- for
Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit No. SW7071115 Modification
Page 5 of 7

State Stormwater Management Systems
Permit No. SW7071115 Modification
I.G. Holdings
Stormwater Permit No. SW7071115 Modification
Dare County
Designer's Certification
I, , as a duly registered
in the State of North Carolina, having been authorized to observe (periodically/ weekly/
full time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
Page 6 of 7

JIGIG V1V1111VVPlG1 IVIOIIOl,G111G11I VY-'I IIIJ
Permit No. SW7071115 Modification
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 bypass structure weir elevation is per the approved plan.
6. The bypass structure is located per the approved plans.
7. A Trash Rack is provided on the 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. All required design depths are provided.
13. All required parts of the system are provided.
14. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Regional Office
Dare County Building Inspections
Page 7 of 7

Permit No.
(to be Provided by DWQ)
A020E WATp,9OG
®'fin STORMWATER MANAGEMENT PERMIT APPLICATION FORM o
WDENR 401 CERTIFICATION APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part III) must be printed, filled out and submitted along with all of the required information.
INFORMATION
Contact Person
Phone Number
Date
Drainage Area Number
111. DESIGN INFORMATION
_ I
Site Characteristics
'`jy
Drainage area
120,34100
ftz V
Impervious area
48,375t()
ft2 V
SEP 2 6 2008
Percent impervious
0.40
Design rainfall depth
1.5
in
Peak Flow Calculations
J
Is pre/post control of the 1-yr 24-hr peak now required?
N
(Y or N)
1-yr, 24-hr runoff depth
in
1-yr, 24-hr intensity
in/hr
Pre -development 1-yr, 24-hr runoff volume
ft3lsec
Post -development 1-yr, 24-hr runoff volume
ft3lsec
Pre/Post 1-yr, 24-hr peak now control
ft3lsec
Storage Volume: Non -SR Waters
Minimum design volume required
6,004
ft3 V
Design volume provided
7,508
ft3 ✓
OK for non -SR waters
Storage Volume: SR Waters
1-yr, 24-hr rainfall depth
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr, 24-hr runoff
Minimum volume required
Volume provided
Soils Report Summary
Soil type
Infiltration rate
SHWT elevation
Basin Design Parameters
Drawdown time
Basin side slopes
Basin bottom elevation
Storage elevation
Top elevation
Basin Bottom Dimensions
Basin length
Basin width
Bottom SA
DIA
15.00 inmr
1.00 fmsl
0.1
days OK
4
:1 OK
3.00
fmsl OK
4.10
fmsl
4.50
fmsl
Varies n
Varies ft
5,722 ftz
Fonn SW401-Infiltration Basin-Rev.1 Pans 1 a 11. Design Summary, Page 1 of 2

Permit No.
(to be provided by DWty
Additional Information
Total runoff volume captured by basin
Length of vegetative fitter for overflow
Distance to structure
Distance from surface waters
Distance from water supply well(s)
Separation from impervious soil layer
Naturally occunng soil above shwt
Bottom covered with 4-in of clean sand?
Recorded drainage easement provided?
Capures all runoff at ultimate build -out?
Bypass provided for larger storms?
Pretreatment device provided
1.54 acin
50 It
80 ft
78 it
>100 ft
ft
1.5 it
Y (Y or N)
Y (Y or N)
Y (Y or N)
Y (Y or N)
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
Forth SW401-Infitlratwn Basin-Rev.1 Pans 1. & 11 Design Summary, Page 2 of 2

Permit No.
(to be provided by DWQ)
III. REQUIRED ITEMS CHECKLIST
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
Initia_ls� C Sht o.
`('
1. Plans (1' - 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Basin dimensions,
- Pretreatment system,
- High flow bypass system,
- Maintenance access,
- Recorded drainage easement and public right of way (ROW),
- Overflow device, and
- Boundaries of drainage easement.
2. Partial plan (1' = 30' or larger) and details for the infiltration basin showing:
S {� - Bypass structure,
- Maintenance access,
- Basin bottom dimensions,
- Basin cross-section with benchmark for sediment cleanout,
- Flow distribution detail for inflow,
- Vegetated filter, and
- Pretreatment device.
h 3( Section view of the infiltration basin (1' = 20' or larger) showing:
Pretreatment and treatment areas, and
Inlet and outlet structures.
G zcC 4. A table of elevations, areas, incremental volumes & accumulated volumes to verify the volume provided.
5. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
results of the soils report must be verified in the field by DWQ, by completing & submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information.
k4V�t__(_ 6. An assurance that the installed system will meet design specifications upon initial operation once the
project is complete and the entire drainage area is stabilized.
7. A construction sequence that shows how the infiltration basin will be protected from sediment until the
r1y.S f+�z entire drainage area is stabilized.
,It�Q �j8. The supporting calculations.
�L rc1 9. A copy of the signed and notarized inspection and maintenance (I&M) agreement.
r�r at�_4 10. A copy of the deed restriction.
Form SW401-Infiltration Basin-Rev.1 Page 3 of 3 Part III. Required Items Checklist, Page 3 of 3

SEP 2 6 2008
Stormwater Management System
Inspection and Maintenance Agreement DVVQ 1VAf%'0
I will keep a maintenance log on this BMP. This maintenance record will be kept in a log
in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity of
structures, safety of the public, and the removal of the efficiency of the BMP.
Important maintenance procedures:
• The drainage area will be carefully managed to reduce sediment load to the
infiltration basin.
• Immediately after the infiltration basin is established, the vegetation will be
watered twice weekly if needed until the plants become established (commonly
six weeks)
• No portion of the infiltration basin will be fertilized after the initial fertilization
that is required to establish the vegetation.
• The vegetation in and around the basin will be maintained at a height of
approximately six inches.
• Stable groundcover will be maintained in the drainage area of the basin and the
overflow divert to reduce sediment load to the vegetation.
• Once a year, the soil will be aerated if necessary.
• Once a year, soil pH will be tested and lime will be added if necessary.
After the stormwater management system is established, it will be inspected once a
quarter and within 24 hours after every storm event greater than 1.5 inches.
Records of inspection and maintenance will be kept in a known set location and will be
available upon request.
BMP element:
Potentialproblem:
How will I remediate theproblem:
The entire BMP
Trash/debris is present.
Remove trash/debris.
The perimeter of the
Areas of bare soil and/or
Regrade the soil if necessary to
infiltration basin
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a one-
time fertilizer application.
The inlet device: pipe or
The pipe is clogged (if
Unclog the pipe. Dispose of the
swale.
applicable)
sediment off -site.
The pipe has cracked or
Replace the pipe.
otherwise damaged (if
applicable).
Erosion is occurring in the
Regrade the swale if necessary to
swale (if applicable).
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid future
problems with erosion.

BMP clement:
Potential Problem:
How will I remediate the roblem:
The flow diversion
The structure is clogged.
Unclog the conveyance and dispose
structure (if applicable)
of any sediment off -site.
The structure is damaged.
Make any necessary repairs or
replace if damage is too large for
repair.
Infiltration basin
A visible layer of sediment
Search for the source of the
has accumulated.
sediment and remedy the problem if
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP. Replace any media that
was removed in the process.
Revegetate disturbed areas
immediately.
Water is standing more than
Replace the top few inches of filter
5 days after a storm event.
media and see if this corrects the
standing water problem. If so,
revegetate immediately. If not,
consult an appropriate professional
for a more extensive repair.
Weeds and noxious plants
Remove the plants by hand or by
are growing in the main
wiping them with pesticide (do not
treatment area.
spray).
The embankment
Shrubs or trees have started
Remove shrubs or trees
to grow on the embankment.
immediately.
An annual inspection by an
Make all needed repairs.
appropriate professional
show that the embankment
needs repair.
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
(including level spreader
of the sediment off -site.
if applicable)
The outlet device is
Repair or replace the outlet device.
damaged.
The receiving water
Erosion or other signs of
Contact the NC Division of Water
damage have occurred at the
Quality 401 Oversight Unit at 919-
outlet.
733-1786.

I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. 1 agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Print name:Israel Golasa - I.G. Holdings
Title:Owner/Sole Managing Partner
Address:PO Box 120, Kitty Hawk, NC 27949
Phone:[phone]
Signature: CRZVV ,9}hC�
Date: q-Z-09
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
a Notary Public for the State of
County of DVAu2_e do hereby certify that
I S�4e lea (GSA personally appeared before me this Z3
day of and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
.....
.�.......
�
i6IMP
My commission expires

High Density Commercial Subdivisions SEP 2 6 2008
Deed Restrictions & Protective Covenances
QVVio-vuA RL)
In accordance with Title 15 NCAC 2H.1000, the Management Regulations, deed restrictions and
protective covenants are required for High Density Commercial Subdivisions where lots will be
subdivided and sold and runoff will be treated in an engineered stormwater control facility. Deed
restrictions and protective covenants are necessary to ensure that the development maintains a built -
upon area consistent with the design criteria used to size the stormwater control facility.
I, , acknowledge, affirm and agree by my signature below, that
I will cause the following deed restrictions and covenants to be recorded prior to the sale of any lot
within the project known as PRollLSEh fi PtUSiEE /Lomas
1. The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number as issued by the Division of Water Quality
under NCAC 2H.1000.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming
under them.
4. The covenants pertaining to stormwater may not be altered or rescinded without the express
written consent of the State of North Carolina, Division of Water Quality.
5. Alteration of the drainage as shown on the approved plan may not take place without the
concurrence of the Division of Water Quality.
6. The maximum allowable built -upon area per lot is gig. 37S square feet. (OR, if the
proposed built -upon area per lot will vary, please use the following format & language (in bold):
The maximum built -upon area per lo4 in square feet, is as listed below:
Lot # BUA Lot # BUA Lot # BUA Lot # BUA
This allotted amount includes any built -upon area constructed within the lot property boundaries,
and that portion of the right-of-way between the front lot line and the edge of the pavement. Built
upon area includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate,
coquina and parking areas, but does not include raised, open wood decking, or the water
surface of swimming pools.
7. All runoff from the built -upon areas on the lot must drain into the permitted system. This may be
accomplished through a variety of means including roof drain gutters which drain to the street,
grading the lot to drain toward the street, or grading perimeter swales to collect the lot runoff
and directing them into a component of the stormwater collection system. Lots that will naturally
drain into the system are not required to provide these additional measures.
8. The owner of each lot, whose ownership is not retained by the permittee, is required to submit a
separate stormwater permit application to the Division of Water Quality and receive a permit
prior to construction. l�
Signature:
( gip
t^4
f, Date:
tu�u9-23-og
I, ,�l f4 a Notary Public in the
State of /�- aB t.L, ra �-e l� h c County of JDG K
do hereby certify thatp( t64 ( personally appeared
before me this the 23 day of �Se-p��� e-•2�1� acknowledge
t due xecution f e foregoing instrument. Witness my ha�doj offi'=-;k�q,
Sig a e
M Commission expires
0 �r
Cou^`7„

A
I.G. Holdings, LLC— I.G. Holdings
Stormwater Permit No. SW7071115
Designees Certification
I, ✓a Nam- as a duly
re istered Professional Engineer in the State of North Carolina, having been authorized to observe
[(periodically eekly/full time) �? /� N
the construction of the project,K Ate. /
H s� (Project)
for mil— - (�- -y�8! k (Project Owner)
hereby state that to the best of my abilities, a care and diligence was used in the observation of the project
construction ch tha the constructio was served to be built within substantial compliance and intent of the
approved pl s and s ifi tions. �°°°°°p1°011°°a•
-�kk CAROl "''•
Signature Es 8-,;,._ •,
Registration Enber !(o JJ 09 4= ;FAL =
��O.e 16759
�7/•ems
Date .
Certification Requirements: _'.' eUINr;'_
&`. . .
�.01. The drainage area to the systemrcon aMr approximately the permitted acreage.
—.T,�2. The drainage area to the system contains no more than the permitted amount of built -upon area.
—J;;6 3. All the built -upon area associated with the project is graded such that the runoff drains to the
system.
elm 4. All roof drains are located such that the, runoff is directed into the system.
—=Zt�P_ 5. The outlet/bypass structure elevations are'per the approved plan.
The outlet/bypass structure is located per the approved plans.
Il1/H 7. Trash rack is provided on the outlet/bypass structure. AJb+ 2E7
�8. All slopes are grassed with permanent vegetation. l
may_
• 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. All required design depths are provided. RECii� t,�! VED101
*13. All required parts of the system are provided. ��// LLNN
NOV 0 5 2006
�14. The required system dimensions are provided per the approved plans. ��N�O/V � p2/00

I emarle
& ASSOCIATES, LTD.
November 3, 2008
North Carolina Division of Water Quality
943 Washington Square Mall
Washington, NC 27889
ATTN: Samir Dumpor, PE
RE: Project Name: I.G. Holdings
Project No.: SW7071115
Location: Avon, Dare County
Drainage Basin: Pasquotank
Submitted on Behalf Of: I.G. Holdings
Dear Mr. Dumpor:
NOV 0 5 2008
Enclosed is the Designers Certification for the above project. The Stormwater Management
elements have all been properly installed and are functioning as designed. The storage
volume in the basin has been confirmed by an as -built survey. This portion of the project is
complete. We are still awaiting a modification to this permit to add a 2400 sf employee
housing building to the site.
The basin is large enough to accommodate the additional coverage without making any
modifications., If I can provide any additional information at this time, please do not hesitate
to contact me.
cc: File 7614A/350
I.G Holdings,.LLC (no attachments)
Engineering — Surveying — Land Planning .
P.O. Box 3989, 115 W. Saint Clair St., Kill Devil Hills, NC 27948
Telephone: [phone] Fax: [phone]

E; . Z �A
Permit No.
(to be pmwded by DWQ)
® A/� NON 1 g 2001 �pF WATF90
ii/ (/► �(�STORMWATER MANAGEMENT PERMIT APPLICATION FORM y�
HCDENR ®1>�1V Q'kfVA C) 401 CERTIFICATION APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part /I/) must be printed, filled out and submitted along with all of the required information.
Project Name
Contact Person
Phone Number
Date
Drainage Area Number
II. DESIGN INFORMATION
Site Characteristics
6-Nov-07
1
Drainage area
120,341.00
ftz
Impervious area
45,384.00
1tz
Percent impervious
0.38
Design rainfall depth
1.5
in
Peak Flow Calculations
Is pre/post control of the 1-yr 24-hr peak flax required?
N
(Y or N)
1-yr, 24-hr runoff depth
in
1-yr, 24-hr intensity
in/hr
Pre -development 1-yr, 24-hr runoff volume
ft'/sec
Post -development 1-yr, 24-hr runoff volume
ft3/sec
Pre/Post 1-yr, 24-hr peak flow control
fe/sec
Storage Volume: Non -SR Waters
Minimum design volume required
5,603
ft3
Design volume provided
7,508
ft'
OK for non -SR waters
Storage Volume: SR Waters
1-yr, 24-hr rainfall depth
in
Pre -development 1-yr, 24-hr runoff
ft3
Post -development 1-yr, 24-hr runoff
ft
Minimum volume required
ft3
Volume provided
it,
Soils Report Summary
Soil type
DtA
Infiltration rate
15.00
in/hr
SHWT elevation
100
fmsl
Basin Design Parameters
Drawdown time
0.1
days
OK
Basin side slopes
4
:1
OK
Basin bottom elevation
3.00
fmsl
OK
Storage elevation
410
fmsl
Top elevation
4.50
fmsl
Basin Bottom Dimensions
Basin length
Varies
it
Basin width
Varies
ft
Bottom SA
5,722
fe
Forth SW401-Infihralion Basin-Rev.1 Parts I. S II. Desgn Summary, Page 1 of 2

Permit No.
(to be Provided by DWQ)
Additional Information
Total runoff volume captured by basin
1.54
ac-in
OK
Length of vegetative fitter for overflow
50
it
OK
Distance to structure
285
8
OK
Distance from surface waters
78
8
OK
Distance from water supplywell(s)
>100
ft
OK
Separation from impervious soil layer
it
Naturally occuring soil above shwt
1.5
it
OK
Bottom covered with 4�n of dean sand?
Y
(Y or N)
OK
Recorded drainage easement provided?
Y
(Y or N)
OK
Capures all runoff at ultimate build -out?
Y
(Y or N)
OK
Bypass provided for larger storms?
Y
(Y or N)
OK
Pretreatment device provided
Form SW401-Infifiratkm Basin-Rev.1 Parts I & It. Design Summary. Page 2 of 2

Permit
(to be provided by DWQ)
III. REQUIRED ITEMS CHECKLIST
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
Initials Sheet No.
J f Z- 1. Plans (1"- 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Basin dimensions,
- Pretreatment system,
- High flow bypass system,
- Maintenance access,
- Recorded drainage easement and public right of way (ROW),
- Overflow device, and
- Boundaries of drainage easement.
Z 2. Partial plan (1" = 30' or larger) and details for the infiltration basin showing:
- Bypass structure,
- Maintenance access,
- Basin bottom dimensions,
- Basin cross-section with benchmark for sediment cleanout,
- Flow distribution detail for inflow,
- Vegetated filter, and
- Pretreatment device.
3. Section view of the infiltration basin (1" = 20' or larger) showing:
- Pretreatment and treatment areas, and
- Inlet and outlet structures.
IZ 4. A table of elevations, areas, incremental volumes & accumulated volumes to verify the volume provided.
441c c . &5. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
results of the soils report must be verified in the field by DWQ, by completing & submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information.
ttwl.., -t- 6. An assurance that the installed system will meet design specifications upon initial operation once the
project is complete and the entire drainage area is stabilized.
- i Z 7. A construction sequence that shows how the infiltration basin will be protected from sediment until the
entire drainage area is stabilized.
8. The supporting calculations.
9. A copy of the signed and notarized inspection and maintenance (I&M) agreement.
10. A copy of the deed restriction.
Form SW401-Infiltration Basin-Rev.1 Page 1 of 1 Part III. Required Items Checklist, Page 1 of 1