SW7070519_CURRENT PERMIT_20180504

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

Energy. Mineral
and Land Resources
°NVIPONMENTFL QUALITY
May 4, 2018
Lone Cedar Development, LLC
Attn: Mr. Derek Stallings
281 Kilmarlic Club Drive
Powells Point, NC 27966
ROY COOPER
MICHAEL REGAN
dra mnv;
TOBY VINSON
fn,rnm Or. gem,
MODIFICATION FOR
Subject: Stormwater Permit No. SW7070519
Nature's Walk
High Density Project
Dare County
Dear Mr.. Stallings:
The Washington Regional Office received your request to modify the subject
permit on April 6, 2018. 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. SW7070519 dated May 4, 2018,
for the construction of the subject project.
This permit modification replaces the previous permit for this project site, and
shall be effective from the date of issuance until July 27, 2021, and shall be subject to
the conditions and limitations as specified therein. Please pay special attention to the
Operation and Maintenance requirements in this permit. Failure to establish an
adequate system for operation and maintenance of the stormwater management
system will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are
unacceptable, you have the right to request an adjudicatory hearing upon written
request within thirty (30) days following receipt of this permit. This request must be in
the form of a written petition, conforming to Chapter 150B of the North Carolina General
Statutes, and filed with the Office of Administrative Hearings, 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 feel free to contact this office at [phone].
Sincerely,
/=ySamir Dumpor, PE
Regional Engineer
cc: Landmark Engineering & Environmental, PC
Town of Kill Devil Hills Building Inspections
Washington Regional Office
State of North Carolina I Envnonarental Quality I Energy, Mineral and Land Resources
943 Washington Square Mall, Washington, North Carolina 27889
Phone: [phone] /Fax[phone]

State Stormwater Management Systems
Permit No. SW7070519
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
Lone Cedar Development, LLC
Nature's Walk
Dare County
FOR THE
construction, operation and maintenance of three infiltration basins in compliance with the
provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules') and the
approved stormwater management plans and specifications and other supporting data as
attached and on file with and approved by the Division of Energy, Mineral and Land
Resources (DEMLR) and considered a part of this permit for the Natures Walk
Development located at Ninth Ave in Kill Devil Hills, NC.
This permit shall be effective from the date of issuance until July 27, 2021, 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 controls
have been designed to handle the runoff from 22,447 square feet of impervious
area.
3. The tract will be limited to the amount of built -upon area indicated on page 3 of this
permit, and per approved plans.
4. All stormwater collection and treatment systems must be located in either dedicated
common areas or recorded easements. The final plats for the project will be
recorded showing all such required easements, in accordance with the approved
plans.
The runoff from all built -upon area within the permitted drainage area of this project
must be directed into the permitted stormwater control system.
Page 2 of 7

State Stormwater Management Systems
Permit No. SW7070519
6. The following design criteria have been provided in the infiltration basins and must
be maintained at design condition:
a. Total Site Area, acres: 1.29
DA #1 DA #2 DA #3
b. Drainage Area to Basin, ft2: 19,953 17,794 6,456
C. Total Impervious Surfaces, ft2: 10,880 9,917 1,650
d. Design Storm, inches: 1.5 1.5 1.5
e. Basins Depth, feet: 2.0 2.00 1.00
f. Bottom Elevation, FMSL: 12.0 13.60 15.50
g. Bottom Surface Area, ft2: 1500 84 490
h. Permitted Storage Volume, ft3:. 4125 1,728 690
i. Type of Soil: Dune land, sand
j. Expected Infiltration Rate, in/hr: 20.0 8.27 8.27
k. Seasonal High Water Table, FMSL: 10.00 11.50 13.50
I. Receiving Stream/River Basin: Roanoke Sound / Pasquotank
M. Stream Index Number: 30 - 21
n. Classification of Water Body: "SA; HOW"
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 3 of 7

State Stormwater Management Systems
Permit No. SW7070519
4. Records of maintenance activities must be kept and made available upon request to
authorized personnel of DEQ. 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. The stormwater systems shall not be used as Erosion Control devices. They must
be kept off line and free from sediment until the project is complete and the entire
site has been stabilized.
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 for the life of the project.
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.
13. This permit shall be effective from the date of issuance until July 27, 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.
Page 4 of 7

State Stormwater Management Systems
Permit No. SW7070519
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 DEMLR, 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 DEQ, 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.
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 of any name, ownership or mailing address
changes within 30 days.
Permit issued this the 4t" day of May 2021.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
, , for
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 5 of 7

State Stormwater Management Systems
Permit No. SW7070519
Nature' s Walk
Stormwater Permit No. SW7070519
Dare County
Designer's Certification
I, , as a duly registered in
the State of North Carolina, having been authorized to observe (periodically/ weekly/ full
time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
Page-6 of 7

State Stormwater Management Systems
Permit No. SW7070519
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.
Page 7 of 7

'IVd r`
D LR USE ONLY
Date Received
Fee Paid
I Permit Number
- —
OS . o o
I 5-L0707 0S/
Applicable Rules: ❑ Coastal SW -1995 ❑ Coastal SW - 2008 ❑ Ph II - Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Storm water Management Plan
❑ Other WQ M mt Plan:
State of North Carolina
]RECEIVED APR 0 6 �018 Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an anginal
L GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name - should be consistent with project na e o plans,
AID ln'f i
specifications, letters, operation and maintenance agreements, etc.): SS 1/77/�07
Natures Walk, Phase 2
2. Location of Project (street address): Qx �.../1 v-Jz-7/-Z
Intersection of Corrigan St. and Ninth Ave. �'D�
City:Kill Devil Hills County:Dare Zip:27948
3. Directions to project (from nearest major intersection):
Turn west off of US Highway 158 Croatan Highway) onto Airstrip Road.. Continue west, and turn Right,
(north), onto Ninth Avenue. Project is at the end of Ninth Avenue at the intersection of Ninth Ave. and
4. Latitude:36° 0' 7.45" N Longitude:75° 39' 52.1" W of the main entrance to the project.
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ❑New ®Modification ❑ Renewal w/ Modification+
tReneioals 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 numberSW7070519 , its issue date (if known)7/27/2007 and the status of
construction: [:]NotStarted ®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: _
❑NPDES Industrial Stormwater ❑404/401 Permit: Proposed Impacts
ac of Disturbed Area
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 VI: ham://12ortal.ncdenr.org/web/Ir/rules-and-regulations
Form SWU-101 Version Oct. 31, 2013 Page 1 of

III. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Applicant/ Orga niza tion:Lone Cedar Development, LLC.
Signing Official & Title:Derek Stallings, Managing Member
b.Contact information for person listed in item la above:
Street Address:281 Kilmarlic Club Drive
City:Powells Point State:NC Zip:27966
Mailing Address (if applicable):
Zip:
Phone: (252 ) 305-8077 Fax:
Email:[e-mail]
c. Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property
Signing Official &
b. Contact information for person listed in item 2a above:
Street Address:
City:
Mailing Address
City:
Phone:
Fax:
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 Person/Organization:Victor White Landmark Eng. & Env. P.C.
Signing Official & Title:Proiect Engineer
b.Contact information for person Listed in item 3a above:
Mailing Address:P.O. Box 1190
City:Kitty Hawk State:NC Zip:27949
Phone: (252 ) 202-6460 Fax: ( 1
Email:[e-mail]
4. Local jurisdiction for building permits: Town of Kill Devil Hills
Point of ContactMeredith Guns Phone #: (252 ) 449-5318
Form S WU-101 Version Oct. 31, 2013 Page 2 of 7

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Stormwater generated by the project will be conveyed via a combination of sheet flow, curb and gutter,
concrete flume and stromwater pipe to grassy infiltration basins for detention and treatment thru localized
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW -1995 ❑ Ph II - Post Construction
3. Stormwater runoff from this project drains to the Pasquotank River basin.
4. Total Property Area: 1.29 acres /S� 1QL S,fr) 5. Total Coastal Wetlands Area: 0 acres
t 6. Total Surface Water Area: 0 acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area':1.29 acres
Total project area shall be calculated to exclude the following: the norm( 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 MHI) line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landward of the NHW (or MHW) line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 41.56 %
9. How many drainage areas does the project have?3 (For high density, count I for each proposed engineered
stornwater BMP. For low densihj and other projects, use 1 for the whole properhj 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
Roanoke Sound
Stream Class *
SA; HQW
Stream Index Number *
30-21
Total Drainage Area (so
19,953
On -site Drainage Area (so
19,953
Off -site Drainage Area (so
0
Proposed Impervious Area (so
10,880
r<j030 "A Oi
% Impervious Area** total
M.5
Impervious- Surface Area
Draina e Area _
Draina e Area _
Draina e Area _
Draina e Area _
On -site Buildings/Lots (so
5,380
On -site Streets (so
4,276
On -site Parking (so
1,080
On -site Sidewalks (so
0
Other on -site (so
144
Future (so
0
Off -site (so
0
Existing BUA*** (so
0
Total (so:
10,880
Stream Class and Index Number can be determined at: httn://vortal.ncdenr.or hoQ eb/wq[ps/csuu/classifications
Form SWU-101 Version Oct. 31, 2013 Page 3 of

** 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. Impervious surfaces
calculated using existing design/survey data and closed polyline areas as calculated by autocad.
Projects in Union County: Contact DEMLR Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that may he subject to more stringent stormwater requirements as per 15A NCAC 02B .0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from http://portaI.ncdenr.org/web/wq/ws/su/bmp-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/mates.)
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.
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
http://www.envhelp.org/_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/managementfor
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within 1/2 mile of the site boundary, include the 1/2
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.
Form SWU-101 Version Oct. 31, 2013 Page 4 of 7

1. Details of roads, drainage features, collection systems, and stormwater control measures.
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
9. Copy of any applicable soils report with the associated SHWT elevations (Please 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"x1l" 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 venfij the SHWC prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: Page No:
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per 15A NCAC 2H.1003(e).
The corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
http://www.secretary.state.nc.us/Corporations/`CSearch.asRx
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 httl2:/Iportal.ncdenr.org/web/Ir/state-stormwater-
forms does. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DEMLR, and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer.Victor White RE,
Consulting Firm: Landmark Engineering & Environmental P.C.
Mailing Address:P.O. Box 1190
City:Kin Hawk
Phone: (252 ) 202-6460
Email:[e-mail]
State:NC Zip:27949
Fax: ( 1
Form SWU-101 Version Oct. 31, 2013 Page 5 of

IX. PROPERTY OWNER AUTHORIZATION (if Contact Infornmtion, item 2 has been filled out, complete this
section)
I, (print or h/pe name of person listed in Contact Information, item 2a) , certify that I
own the property identified in this permit application, and thus give permission to (print or hjpe name of person
listed in Contact Infornmtion, item la) 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 a completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater
treatment facility without a valid permit. I understand that the operation of a stormwater treatment facility
without a valid permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement
action including the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
a Notary Public for the State of
do hereby certify that
before me this _ day of
County of
personally appeared
and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission
Form SWU-101 Version Oct. 31, 2013 Page 6 of 7

X. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in Contact Information, item 1a) Derek Stallings
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 recorsje d that the proposed project complies with the requirements of the
applicable sto water r les undera� C 2H .1000 and any other applicable state stormwater requirements.
Signature: / 11Date: 2—^/,5
I, �,. Q , a Notar Public for the State of IV 1. , County of
do hereby certify t I ef� 5W( (n Q�P personally appeared
before me this 3 day of Vic, anc A nowledge the due execution of the pplication for
/ l I_ -'% L 1
a stormwater permit. Witness my hand and official seal,
SEAL
My commission expires
b
Form S WU-101 Version Oct. 31, 2013 Page 7 of 7

LANDMARK ENGINEERING & ENVIRONMENTAL, P.C.
P.O. Box 1190
KITTY HAWK. NC 27949
` PHONE'-��jZ-aaoaa-cy(>O
March 30, 2018 REGEI VkJJ A K U 6 2018
Mr. Bill Moore
NCDE&NR
Division of Land Resources
943 Washington Square Mall
Washington, NC 27889
Natures Walk, Phase 2
Kill Devil Hi lls, Dare County, NC
Stormwater Management Plan Modification Application Package
Existing Permit# SW70705-19
Dear Mr. Moore:
On Behalf of Lone Cedar Development, LLC, Landmark Engineering & Environmental, P.C.
Submits for your review and approval, a Stormwater Management Plan Modification Package
(Existing Permit # SW7070519), containing the following:
1.) A check payable to NCDE&NR in the amount of $505.00.
2.) Two originals of the Stormwater Management Plan Application Form.
3.) An original and one copy of the Infiltration Basin Supplement for the existing Drainage
Area 3, (area of modification)
4.) Two copies of Stormwater Calculations and Narrative addressing changes of impervious
coverage and changes in infiltration basin area for existing drainage area 1.
5.) Three sets of Plan sheets and details (Sheets 1-6).
6.) Two copies of Soils information for Soils at the site.
7.) Two originals of the Infiltration basin O&M agreement.
8.) Two copies each of two GIS maps showing the project location.
Thank you for your time, attention and help with this project. If you have any questions or require
any additional information, please contact me at [phone], or at [e-mail].
Respectfully submitted,
Landmark Engineering &Environmental, P.C.
Victor
// White, P.E. RECP-1\1IED/NCDENRF)VVR
APR 062018
6. - .1uaf;iy P: I
Opalations Sact.:.
Washington P.egianalJ?ic?

LANDMARK ENGINEERING & ENVIRONMENTAL, P.C.
P.O. Box 1190
KITTY HAWK, NC 27949
PHONF d-rJ2-X6o2'CWa0
RECEIVED APR 0 6 2018
a°a�S,t N C'A i? 04
Natures Walk, Phase
Stormwater Management Plan Modification
v2ri°c3
Design Narrative
March 30, 2018
The above referenced project is a development of a of 3 parcels totaling 1.29 acres. Development of
parcel 1, (24,250 sq. ft.), is existing and was developed as part of phase one of development. Parcel 2,
(19,953 sq. ft.), is being developed as part of phase 2 of development, and is in the final stages of
obtaining necessary permits for development. Parcel 3, (12,125 sq. ft.), is a common area for the project,
and is utilized for wastewater treatment and disposal. The entire project was previously submitted and
approved for Stormwater Management by the State and was issued Permit #SW7070519.
The purpose of the modification submittal is to update and accurately reflect the proposed changes in
impervious coverage for Phase 2, (Drainage Area DA #I).. These changes include additional impervious
parking area as required by the Town of Kill Devil Hills, due to additional bedrooms proposed for the
town homes in Phase 2. The town is also requiring storage of a 10 year, 2 hour storm on site, resulting
in increasing the size and storage capacity of the infiltration basin associated for Phase 2. The site is
located at the intersection of Corrigan St. And Ninth Avenue in KIlI Devil Hills, Dare County, North
Carolina.
The existing permitted stormwater management plan, (SW7070519), consists of three drainage areas.
Drainage areas DA #2 and DA #3 remain unchanged from the permit. Drainage area DA #1 is the area of
Phase 2 development and is the area being modified. Permitted area for impervious surfaces in DA #1 is
9,030 sq. ft. This modification requests increasing the permitted impervious surfaces in DA #1 to 10,880
sq. ft.. The 1,850 sq. ft. increase in impervious surfaces is due mainly to increased on site impervious
parking surfaces required by the Town of Kill Devil Hills as per their parking ordinance. Parking
requirements are dependant on the number of bedrooms, (1 space per bedroom), and must be constructed
of a hardened surface for Multi -family development.
Stormwater runoff from proposed impervious surfaces in the modified drainage area, (DA #1), will be
conveyed to the stormwater infiltration system via a combination of sheet flow, curb and gutter with
concrete flumes and stormwater inlet/pipes. The proposed Stormwater Infiltration basin has been
enlarged and deepened, (bottom of basin now 11.5' msl), to provide both additional storage for the
increase in impervious surfaces as well as the Town of Kill Devil Hills current Stormwater Management
requirements. Although the SHWT is listed at 10.00' msl for Drainage area DA #1 in the permit,
investigation of soils at the site indicate that the SHWT is in fact much lower in this area, and the
minimum separation of 2 feet between the bottom of the basin and SHWT is met. (See attached soils
investigation.)
As per the attached stormwater calculations, The proposed infiltration basin system for drainage area DA
#1 provides storage in excess of a 4.5 inch storm event. The system will draw down collected runoff from
a 1.5 inch storm as required, due to the high permeability of soils present at the site and in the area of the
infiltration basin.

R, e

LANDMARK ENGINEERING & ENVIRONMENTAL, P.C.
P.O. Box 1190
i Tl�16flD APR 0 G NMI KITTY HAWK. ruC 27949
PHONE-n10a-
Natures Walk Phase 2
STORMWATER MANAGEMENT PLAN CALCULATIONS
3/30/18
Infiltration Basin Contour Areas (Calculated/verified by Autocad)
13.0' -4,500 sq.ft. (Top of basin @ Overflow Elevation)
12.5' - 3,181 sq. ft. (Rounded to 3,200 sq. ft. as shown on plans)
12.0' - 2,069 sq. ft. (Rounded to 2,100 sq. ft. as shown on plans)
11.5' - 1,500 sq. ft. (Bottom of basin)
Basin Volume `
13.0' to 12.5'
0.5 ft x ((4,500 sq.
ft.
12.5' to 12.0'
0.5 ft x ((3,181 sq.
ft.
12.0' to 11.5'
0.5 ft x ((2,069 sq.
ft.
+ 3,181 sq. ft.)/2) = 1,920 cu. ft.
+2,069 sq. ft.)/2)= 1,313 cu. ft.
+ 1,500 sq. ft.)/2) = 892 cu. ft.
Direct Storage Infiltration Basin =4 125 cu ft (Rounded to 4,100 cu. ft. on plans)
Total impervious coverage as listed on plans (per Town ofKDH criteria) =1 t,548 sq. ft.
Subtract 572 sq. ft. of open decking included in above number
Subtract 96 sq. ft. of wooden HVAC Stands
Impervious coverage as per State Stormwatcr criteria = (11,548 - (572+96))=10t8Msq.-ft. `
Conservatively assume 100% of runoff from impervious coverage reaches infiltration basins.
4,125 cu. ft. /(1.0 x 10,880 sq. ft.) = 0.379 ft. or 4.55 inches
Therefore storage is provided is three times the required storage for the 1.5 inch design storm

LANDMARK ENGINEERING & ENVIRONMENTAL, P.C.
.R,E(CS11ED APR 0 6 lilt
P.O. BOX 1190
KITTY HAWK, NC 27949
PHONE a`ja-dOd`b'/to0
Subject: Field evaluation of soil characteristics for Natures Walk, Phase 2, located at the
intersection of Corrigan St. And Ninth Ave., Kill Devil Hills, Dare County, North
Carolina.
The above site was visited by representatives of Landmark Engineering & Environmental, P.C.
to obtain information on soil profile characteristics in the Stormwater Infiltration Basin Area on
the site. The findings are as follows:
Physical observation and written profiles of the soils were completed during two soi I borings
advanced at the site. The Soil profiles encountered during the borings are listed below as follows:
Boring #1 (ground Elevation 13.9' msl +/-)
0"44" Light Yellowish Brown medium fine to fine sand - (SP), (1 OYR
6/4).
44"-72" Pale Brown med fine to fine sand - (SP) (I OYR 7/4), slightly moist
tttrt11f0/ttrrr,' starting at 58"-60", moisture content increasing with depth to end
H Cq�O �,,� of boring No SHWT indicators detected, no static water detected at
�'iESS%''C��' end of boring (72" BLS)
-TsEAL 9r : SHWT conservatively estimated to be at 7.9'
nrnti^p.-z l: JJa
F a' Boring #2 (ground Elevation 11.7' msl +/-) (Offsite, about 25 feet Northwest of
;D" E.\N�. W-36propOsed infiltration
Light Yellowish brown medium fine sand - (SP), (1 OYR 6/4).
FF[ti et6Uta4
36"-68" Pale Brown medium fine to fine Sand, (SP), (] OYR 6/3). Moist
starting at 44", saturated at 52", static water at 58". Very faint low
chroma mottles at 50"-52".
SHWT conservatively estimated to be at 8.0'
Based on site investigations, the the soils present at the site correspond to a Newhan fine sand
(NeQ. This classification corresponds well with the USDA's "Soil Survey of Dare County
North Carolina", which has the general area mapped as a Duneland, (DuE), and Duneland
Newhan Complex, (DwE). Soils encountered during site investigations would most certainly
have infiltration rates in excess of 20"/hr. A Conservative Seasonal High Water Table, (SHWT)
elevation of 9' msl, (NAVD 88 Datum), was calculated based on borings at the site and the depth
of the bottom of the proposed infiltration basin in the area.. Using This conservative estimate of
the SHWT, the bottom of the infiltration basin has a 2.5 foot separation from the SHWT.

1-RECTIVED APR 0 6 2018 SUPPLEMENT-EZ FORM COVER PAGE
Please indicate the types, quantities and locations of SCMs that will be used on this project.
Quantity
Location(s)
Infiltration System
1
See attached plan
Bioretention Cell
Wet Pond
Stormwater Wetland
Permeable Pavement
Sand Filter
Rainwater Harvesting
Green Roof
Level Spreader -Filter Strip
Disconnected Impervious Surface
Treatment Swale
Dry Pond
Designer information for this project:
Name and Title:
Victor White, P.E.
Organization:
Landmark Eng. & Env., P.C.
Street address:
P.O. Box 1190
City, State, Zip:
Kitty Hawk, INC 27949
Phone number(s):
252-202-6460
Email:
[e-mail]
Designer
/ i*
Signature of Des er
ghl)(z
Applicant:
Project Name:
Natures Walk, Phase 2
Address
Ninth Avenue and Corrigan St
City I Town
Kill Devil Hills
Cn Hnmmrr
Qualu,
Company
Lone Cedar Development, LLC
Contact:
Derek Stallings
Mailing Address:
281 Kilmarlic Club Drive
City, State, Zip:
Powells Point, INC 27966
Phone number(s).
252-305-8077
Email:
coastlineobxl@gmail com
Certification Statement:
I certify, under penalty of law, that this Supplement-EZ form and all supporting
information were prepared under my direction or supervision;
- that the information provided in the form is, to the best of my knowledge
and belief, true, accurate, and complete; and
that the engineering plans, specifications, operation and maintenance
agreements and other supporting information are consistent with
the information provided here.
I am aware that there are significant penalties for submitting false
information including the possibility of fines and imprisonment for knowing
violations as well as a report being made to my professional board.
Cover Page 1 12:09 PM 4/3/2018

INFILTRATION SYSTEMS
Natures Walk, Phase 2
THE DRAINAGE AREA 1
Drainage area number
1
Break down of BUA in the drainage area (both new and existing):
Total coastal wetlands area (sq 1)
sf
- Parking / dnveway (sq R)
5356 sf
Total surface water area (sq ft)
sf
- Sidewalk (sq R)
sf
Total drainage area (sq ft)
19953'sf
- Roof (sq fl)
5380 sf
BUA associated with existing development aq ft)
at
- Roadway (sq ft)
Proposed new BUA (sq fl)
10880 sf
- Other, please specify in the comment box below (sq R)
144 at
Percent BUA of drainage area
55%
Total BUA (sq ft)
10880 sf
COMPLIANCE WITH THE APPLICABLE STORMWATER PROGRAM _
Stoonwaler programs) that apply (please specify):
IDesign rainfall depth (in)
1.5 in
Minimuvolurgw ered (cu ft)
me
1360 of
Designm volume of SCM (cu ft)
4125 of
GENERAL MDC FROM 021-1.1050
#1 Is the SCM sized to treat the SW from all surfaces at build -out?
yes
#7 If applicable, with the SCM be cleaned out after construction?
Yes
#2 Is the SCM located on or near contaminated soils?
no
#8 Does the malnetenance access comply wth General MDC (8)?
Yes
#3 What are the side slopes of the SCM (H:V)?
41
49 Does the drainage easement comply wth General MDC (9)?
Yes
#3 Does the SCM have retaining walls, gal walls or other engineered side slopes?
no
#10 If the SCM is on a single family lot, does the plat comply v4th General MDC (10)?
#4 Are the inlets, outlets, and receiving stream protected from erosion (10-year storm)?
yes
#11 is there an 08M Agreement that compli with General MDC (11)?
Yes
#5 Is there a a bypass for flows in excess of the design flow?
yes
#12 Is there an 08M Plan that complies with General MDC (12)?
Yes
#6 What is the method for dewatenng the SCM for maintenance?
Other
#13 Was the SCM designed by an NC licensed professional?
Yes
INFILTRATION SYSTEM MDC FROM 02H .3051
#2. SHWLelevation(fini
19fl
#5-Length(ft)
240it
#1 Was the soil investigated in the footpnnl and at the elevation of the Infiltration system?
Yes
I
#5 Width (ft)
8. It
#1 Soil intiRration rate (in/hr)
1 20.0 iri
#5 Depth/Height (ft)
2 ft
#1 Briefly describe the hydraulic properties and characteristics of the soil profile.
#5 Surface area of the bottom of the infitration system (sq feet)
1500 at
sea Attached narrative, calcs and boring logs, Soils are Dune land/ newhand complex, infiltration rates are well in excess
of 20 inches per hour.
#5 Pondmg depth of the design volume (in)
9 in
#5 Estimated tlewetaring time (hours)
24 hrs
#5 For trenches only Perforated pipe diameter, if applicable (inches)
#2 SHWr elevation (fmsl)
9 It
#5 For trenches only, Number of laterals
#2 Bottom of the Infiltration system (fmsp
12 R
#5 For trenches only Stone type, ifapplicable
#2 Is a detailed hydrogeologic study attached tithe separation is between 1 and 2 feet?
No
#5 For trenches only. Stone void ratio (%)
#3 Proposed slope of the subgrade surface (%)
#5 For trenches only: Is stone free of fines?
#3 Are terraces or baffles provided?
Yes
#5 For trenches only Is the stone wrapped in geotextile fabnc?
#4 Describe the pretreatment that will be provided:
#6 Is the mfieration system located underground?
no
98 If so, has at least one infiltration port been provided?
ADDITIONAL INFORMATION
Please use this space to provide any information about this infiltration system that you think is relevant to the review
Infiltration
1:30 PM 4/2/2018

Operation & Maintenance Aareement
Project Name
Project Location
Natures Walk, Phase 2
Corrigan St. and Ninth Ave., Kill Devil Hills, Dare County, NC
Maintenance records shall be kept on the following BMP(s). This maintenance record shall 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 pollutant removal efficiency of the BMP(s).
The BMP(s) on this project include (check all that apply & c(
Bioretention Cell
Quantity:
Dry Detention Basin
Quantity:
Grassed Swale
Quantity:
Green Roof
Quantity:
Infiltration Basin
Quantity:
Infiltration Trench
Quantity:
Level SpreaderNFS
Quantity:
Permeable Pavement
Quantity:
Proprietary System
Quantity:
Rainwater Harvesting
Quantity:
Sand Filter
Quantity:
Stormwater Wetland
Quantity:
Wet Detention Basin
Quantity:
Disconnected Impervious Area
Present:
User Defined BMP
Present.
O&M tables will
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
RT.CIEIVIE➢D APR 0 6 2U%
I acknowledge and agree by my signature below that I am responsible for the performance of the maintenance procedures listed
for each BMP above, and attached O&M tables. I agree to notify NCDENR of any problems with the system or prior to any
changes to the system or responsible party.
' Responsible Party:
Title & Organization:
Street address:
City, state, zip.
Phone number(s):
Email:
Mr. Derek Stallings
Managing Member, Lone Cedar Development, LLC
j,�uKflmgr i:.LCiJ '.+
Pow<-% o'At NC a (a&
252-305:8077
[e-mail]
Signature: vim I -,y \�Date: / -h - 16
I, (� V C MIJ h� a Notary Public for the State of NOY+h CQYOI irl�
County of Da. -re- do hearby certify that r. DQ.r2-l< QI L( (3S
personally appeared before me this _ day of AU a( k?) and
acknowledge the due execution of the (OQTr�atiions and M tenyaancce Agr ment .
seal, �.IJWJwl_ I 1 II�U
O&M Manual
4/21201 &
Page 1 of 4
Version 1 4

0

Infiltration
Important maintenance procedures:
The drainage area will be carefully managed to reduce The 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 veqetation in and around the basin will be maintained at a height of approximately six inches.
After the infiltration basin is established, it shall be inspected once a quarter and within 24 hours after every storm event
greater than 1.0 inches (or 1.5 inches if in a Coastal County). Records of operation and maintenance shall be kept in a known
set location and shall be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall be repaired immediately.
BMP element:
Potential problem:
How to remediate the problem:
The entire BMP
The perimeter of the
infiltration basin
Trash/debris is present.
Areas of bare soil and/or
erosive gullies have formed.
Remove the trash/debris.
Regrade the soil if necessary to remove the gully, and then plant a
ground cover and water until it is established. Provide lime and a one-
time fertilizer application.
The inlet device: pipe or
Swale
The pipe is clogged (if
applicable).
Unclog the pipe. Dispose of the sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged (if
applicable).
Erosion is occurring in the
Swale (if applicable).
Regrade the Swale if necessary to smooth it over and provide erosion
control devices such as reinforced turf matting or riprap to avoid future
problems with erosion.
The forebay
Sediment has accumulated
and reduced the depth to
75% of the original design
Search for the source of the 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.
depth.
Erosion has occurred or
riprap is displaced.
Provide additional erosion protection such as reinforced turf matting or
riprap if needed to prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by hand. If pesticides are used, wipe
them on the plants rather than spraying.
Them ain treatment area
A visible layer of sediment
has accumulated.
Search for the source of the 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 5
days after a storm event.
Replace the top few inches of filter 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 wiping them with pesticide (do not
are growing in the main
spray).
treatment area.
The embankment
Shrubs or trees have started
to grow on the embankment.
Remove shrubs or trees immediately.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair.
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
MEZ
STOP
Version 1.4
vam mauua�

water
Erosion or other signs of
IContact the local NC Department of Environment and Natural
receiving
damage have occurred at the
Resources Regional Office.
outlet.
STORM-EZ 4/2/2018
Version 1.4 O&M Manual Page 4 of 4

State Stormwater Management Systems
Permit No. SW7070519
Nature' s Walk
Stormwater Permit No. SV 7070519
Dare County
MAR 27 2008
Designer's Certification
I, RRyMOND G, RArE , as a duly registered ENE/NEEg in
the State of North Carolina, having been authorized to observe (periodically/ weekly/ full
time) the construction of the project,
Ng7-uREs WA L /r- PY,9 I
(Project)
for DoRe k Sr,9[L1.v6 s (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: j
y, iNEeE 19re NU RooF D29/vs, Roors DQ141ti D/REcr/y- /n/ro 6?9S//VS cf
/vro eo,vY2o4Ltver STRUGY /2E5 ON '/"f/E GKocl. o,
7, 13yP4SS FUivc 77nN5 A LEvFL SP2 E//OER so 'rf1ERT IS NO
TRasi/ %/dcl�,
Signature
Registration Numberbtg
Date
41
�s`��5 �•� L�A1104, t,
=OQOFESS%Ot • 9 ���.
^� SEAL
13018
9•'�vGINE� •AZ
e��r ye4On•D •� e,```,�
Pate Engineering & Land Surveying, P.C.
i i 9 Wood Hill Dr. Unit 6
Nags Head, NO 27959
Page 6 of 7

State Stormwater Management Systems
Permit No. SW7070519
Certification Requirements:
'06P
1.
The drainage area to the system contains approximately the permitted
acreage.
2GV
2.
The drainage area to the system contains no more than the permitted
amount of built -upon area.
!PKP
3.
All the built -upon area associated with the project is graded such that the
runoff drains to the system.
IVA
4.
All roof drains are located such that the runoff is directed into the system.
Z7G
5.
The bypass structure weir elevation is per the approved plan.
��
6.
The bypass structure is located per the approved plans.
N11?
7.
A Trash Rack is provided on the bypass structure.
GP
8.
All slopes are grassed with permanent vegetation.
F-6Q
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.
�7-�'P
13.
All required parts of the system are provided.
R-P 14. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ.Washington Regional Office
Dare County Building Inspections
Kill Devil Hills Building Inspections
Page 7 of 7

NC®r
ENR
North Carolina Department of Environment and Natural Resources �� OJ t�
Request for Express Permit Review 1
FILL-IN all the information below and CHECK the Permit(s) you are requesting for express review. Include this form
with the application package because it helps us to distinguish which projects are goinggthrroouggh the e-expprresss review
and not the routine review:
• Fayetteville or Raleigh Region -David Lee 919-791.4203; david.lee(a,ncmail.net JUid 2 9 2007
• Mooresville & Asheville Region -Patrick Grogan 704-663-3772 or patrick.aroaan(a,ncmail.net
• Washington Region -Lyn Hardison 252.946.9215 or lyn.hardison(a)ncmail.net QlAfn161 A DrN.
• Wilmington Region -Cameron Weaver or Janet Russell 910.350-2004 or cameron.weaver( ncmaiLnet or-janet.russeli((Dncmail.net
Project application received after 12 noon will be stamped in the following work day.
APPLICANT Name Derek Stallings
Company Lone Cedar Development, LLC Address 136 Lone Cedar Drive City/State Nags Head, INC Zip 27959
Phone [phone] Fax Email
PROJECT SYSTEM(S) TRIBUTARY TO Roanoke Sound SURFACE WATER CLASSIFICATION SA, HOW
PROJECT Name Natures Walk County Dare
PROJECT LOCATION (ADDRESS) 901 Ninth Ave. and 600 Corrigan Ave. Kill Devil Hills INC
Company Pate Engineering & Land surveying PC
Address 119 Wood Hill Drive Units 8 & 9 City/State Nages Head, NC Zip 27959
Phone [phone] Fax: [phone] Email pateengineering(a)earthlink net
State or National Environmental Policy Act (SEPA, NEPA) — EA or EIS Required ❑Yes ❑ No
❑ STREAM ORIGIN Determination: of Stream calls; Stream Name
❑ STORMWATER
❑ COASTAL
MANAGEMENT
❑Low Density ❑ High Density -Detention Pond ❑ High Density -Other
❑ Low Density -Curb & Gutter ® High Density -Infiltration ❑ Off Site
❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
❑ LAND QUALITY ❑ Erosion and Sedimentation Control Plan with _acres to be disturbed.(CK # (for DENR use))
WETLANDS QUESTIONS MUST BE ADDRESSED BELOW
WETLANDS (401): Check all that apply
Wetlands on Site ❑ Yes ❑ No
Wetlands Delineation has been completed: ❑ Yes ❑ No
US ACOE Approval of Delineation completed: ❑ Yes ❑ No
404 Application in Process wl US ACOE: ❑ Yes ❑ No /
Perennial, Blue line stream, etc on site ❑ yes ❑ No
Isolated wetland on Property ❑ Yes ❑ No
Buffer Impacts: ❑ No ❑ YES: acre(s)
Minor Variance : ❑ No ❑ YES
Major General Variance ❑ No ❑ YES
401 Application required: ❑Yes ❑ No If YES, ❑ Regular
Permit Received from US ACOE ❑ Yes ❑ No
The legislation allows additional fees, not to exceed 50% of the original Express Review permit application fee, to be
charged for subsequent reviews due to the insufficiency of the permit applications.
For DENR use only
Fee Split for multiple permits: (Check # 1028) Total Fee Amount $ 3580 (The remaining $420 of the $4000
came in on May 21, 2007 — the application was submitted routine then went express SW Project # is SW7070519
SUBMITTAL DATES
Fee
SUBMITTAL DATES
Fee
CAMA
Variance ❑ Ma'; ❑ Min)
SW (® HD; ❑ LD)
6/29/07
$3580
401:
LQS
Stream Deter,_