SW6120701_Historical File_20120717

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NCDENR
North Carolina Department of Environment and Natural
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, PE
Governor Director
July 17, 2012
Margret Endrigat
11 Robins Roost
Whispering Pines, NC 28327
Subject: Stormwater Management Permit SW6120701
Comer's Creek
High Density Constructed Wetlands Project
Moore County
Dear Ms. Endrigat:
Resources
Dee Freeman
Secretary
The Fayetteville Regional Office of the Division of Water Quality received a complete Stormwater Management
Permit Application for the Comer's Creek project on July 3, 2012. Staff review of the plans and specifications
along with additional information received on July 12, 2012 has determined that the project, as proposed, will
comply with the Stormwater Regulations set forth in Title 15A NCAC 2H.1000. Therefore, we are forwarding
herewith Stormwater Management Permit SW6120707 dated July 17, 2012 for the construction, operation and
maintenance of the BMP and built -upon area associated with the subject project.
This permit shall be effective from the date of issuance until July 16, 2020 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 by filing a written petition with the Office of Administrative Hearings (OAH). The written
petition must conform to Chapter 150E of the North Carolina General Statutes and must be filed with the OAH
within thirty (30) days of receipt of this permit. You should contact the OAH with all questions regarding the filing
fee (if a filing fee is required) and/or the details of the filing process at 6714 Mail Service Center, Raleigh, NC
27699-6714, or via telephone at 919-431-3000, or visit their website at www.ncoah.com. 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 Mike Lawyer at
[phone] or by e-mail at [e-mail].
Sincerely,
1"I�k
M��
Belinda S. Henson
Regional Supervisor
Surface Water Protection Section
BSH: ML/ml
cc: Jarrod Hilliard, PE, CFM-Hobbs, Upchurch & Associates, PA (via e-mail)
Sharyl Carter, Planning & Zoning Administrator -Village of Whispering Pines (via e-mail)
Colin Webster -Ascot Group (via e-mail)
FRO -Surface Water Protection
Location: 225 Green Street, Suite 714, Fayetteville, North Carolina 28301 T��One 1
Phone: 91OA33-3300 \ FAX: [phone] \ Customer Service: 1-877-623-6748 1 V oi-thCarolin
Internet: http:llportal.ncdenr.org/weblwq An Equal Opportunity 1 Affirmative Action Employer �atu i"ldaff

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
Margret Endrigat
Comer's Creek
11 Robins Roost, Whispering Pines, Moore County
FOR THE
construction, operation and maintenance of two (2) constructed wetlands in compliance with the
provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules') and the approved
stormwater management plans and specifications and other supporting data as attached and on file
with and approved by the Division of Water Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until July 16, 2020 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 of this permit.
3. The application form, supplement forms, approved plans and specifications for this project are
incorporated by reference and are enforceable parts of the permit.
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. All runoff being directed into wetlands shall flow into and through those wetlands at a non -
erosive velocity of 2 fps or less.
6. The following design elements have been approved for this constructed wetlands stormwater
facility and must be provided in the system at all times:
QA 1, IAA 2 DA 3 DA 4 DA 5
.a Aratr�age Aland,+rs 2.02 0.38
Oh(te; f 88,053 15,244
Qife ftza `V 0 1,304
NO
b Total Impervious Surfaces, 46,247 7,710
OTotal, Lot;:BUA, 25,488.5 7,710

Roads/Parking, :
20,758.5
Other, .ftz: ,
Offs�te, ft�:.,
c. Plant Depth, feet;
1.0
1.0
dTS�a removal eff. °10.
85
85
e D6, h Storm, inches ;: `
1.0
1.0
f P&Manent Pool lavatioh, . ;
FMSL.,
64.0
69.0
g Pelrmttted Wetlard Surface
3,954.18
647.20
h Stallow`Land Area,
1,503.00
250.00
i .Skallnw UVater:area, .ft :
1,600.00
250.00
De'e , Poa1 Area;
425.59
73.60
k Peifted 3 ernpotary Storage'
,Voiurhe �fE
3,954.18
647.20
I Temporary, Storage Elevation,
65.0
70.0
FMSL° •.:
m Gontrollmg Orifice Q1"
1.25
0.50
n Trees _. _
0
0
o Herbaceous, Plains
400
100
p Reelving?.Stream /
River Balm
Mill Creek/ Cape Fear
q Stream lridex Number
18-23-11-(2)
r Classificafion oflNaterl3oy
WS-III,B;HQW:@
II. SCHEDULE OF COMPLIANCE
No person or other legal entity shall alter the approved stormwater management system, or fill
in, .alter, or pipe any drainage feature, including swales, shown on the approved plans as part of
the stormwater management system, unless and until the permittee submits a modification to
the permit and receives approval from the Division.
2. The permittee is responsible for verifying that the proposed built -upon area for the entire project
does not exceed the allowable built -upon area.
3. 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.
4. 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.
5. During construction, erosion shall be kept to a minimum and any eroded areas of the system will
be repaired immediately. Infiltration systems should not be used as erosion control devices, due
to the potential clogging. 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.
6. 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 the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area.

e. Further subdivision, acquisition, 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.
7. The Director may determine that other revisions to the project should require a modification to
the permit.
8. Upon completion of construction, prior to issuance of a Certificate of Occupancy and prior to
operation of this permitted facility, a certification must be received 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.
9. The permittee shall at all times provide the operation and maintenance necessary to assure that
all components of the permitted stormwater system function 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. Semi-annual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of side slopes.
d. Maintenance of the wetlands plants and replacement of dead plants.
e. Immediate repair of eroded areas.
f. Maintenance of side slopes in accordance with approved plans and specifications.
g. Trash and debris removal and unclogging of the wetlands, outlet structure, orifice, catch
basins and piping.
h. Access to all components of the system must be available at all times.
10. 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.
11. Permanent seeding requirements for the stormwater control must follow the guidelines
established in the North Carolina Erosion and Sediment Control Planning and Design Manual.
12. Prior to transfer of the permit, the stormwater facilities will be inspected by DWQ personnel. The
facility must be in compliance with all permit conditions. Any items not in compliance must be
repaired or replaced to design condition prior to the transfer. Records of maintenance activities
performed to date will be required.
13. This permit shall become voidable unless the facilities are constructed in accordance with the
conditions of this permit, the application, approved plans and specifications, and other
supporting data.
14. 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.
III. GENERAL CONDITIONS
This permit is not transferable to any person or entity except after notice to and approval by the
Director. At least 30 days prior to a change of ownership, or a name change of the Permittee or
of the project, or a mailing address change, the permittee shall submit a completed and signed
"Name/Ownership Change Form" to the Division of Water Quality, accompanied by the
appropriate documentation as listed on the form. The project must be in good standing with
DWQ. The approval of this request will be considered on its merits and may or may not be
approved.
2. The permittee is responsible for compliance with all of the terms and conditions of this permit
until such time as the Director approves the transfer request. Neither the sale of the project area

in whole or in part, nor the conveyance of common area to a third party, constitutes an approved
permit transfer.
3. Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to enforcement action by the Division of Water Quality, in accordance with North
Carolina General Statute 143-215.6A to 143-215.6C.
4. The issuance of this permit does not preclude the Permittee from complying with any and all
statutes, rules, regulations, or ordinances which may be imposed by other government agencies
(local, state, and federal) which have jurisdiction.
5. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance
conditions, the Permittee shall take immediate corrective action, including those as may be
required by this Division, such as the construction of additional or replacement stormwater
management systems.
6. The 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. Permittee grants permission to staff of the DWQ to access the property for the purposes of
inspecting the stormwater facilities during normal business hours.
8. The permittee shall submit a permit renewal application and processing fee at least 180 days
prior to the expiration date of this permit.
9. A copy of the approved plans and specifications shall be maintained on file by the Permittee at
all times.
Permit issued this the seventeenth day of July 2012.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Le&) I
for Charles Wakild, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission

Comer's Creek Page 1 of 2
Stormwater Management Permit SW6120701
Moore County
Designer's Certification
1, , 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 a part of this Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL

Certification Requirements:
Page 2 of 2
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 wetland zone elevations are per the approved plan.
6. The wetland is located per the approved plans.
7. A trash rack is provided on the outlet 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 wetland zone surface area and volume have been provided.
12. Required drawdown devices are correctly sized and located per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided.
15. The required number of wetlands plantings has been provided.
Please submit this Designer's Certification to: DWQ Fayetteville Regional Office
Surface Water Protection
225 Green Street, Suite 714
Fayetteville, NC 28301

II Date Received I Fee Paid I Permit Number II
%-/2 f.sos 1 5 W& o- l
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 M mt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be 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.):
Comer's Creek
2. Location of Project (street address):
7 Robins Roost
City:Whispering Pines County:Moore Zip:28327
3. Directions to project (from nearest major intersection):
From roundabout at intersection of Highway 22 and Airport Road in Moore County, head east on Airport
Road approximately 1.9 miles. Turn right onto Sandpiper Drive. Take immediate right onto Martin Drive.
Travel approximatley 0.2 miles to Robins Roost. Property is on the left.
4. Latitude:35° 14' 21" N Longitude:79° 22' 33" W of the main entrance to the project.
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ®New ❑Modification
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit numbern/a , its issue date (if known) , and the status of
construction: ❑Not Started ❑Partially Completed* ElCompleted* *provide a designer's certification
2. Specify the type of project (check one):
❑Low Density ®High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application, list the stormwater project number, if
assigned, rt a 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: 3.9 ac of Disturbed Area
❑NPDES Industrial Stormwater ❑404/401 Permit: Proposed Impacts
b. If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:n/a
Form SWU-101 Version 07Jun2010 Page 1 of 6

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/Organization: Margret Endrigat
Signing Official & Title:Margret Endrigat, Owner
b. Contact information for person listed in item 1a above:
Street Address:11 Robins Roost
City:Whispering Pines State:NC Zip:28327
Mailing Address (if applicable):11 Robins Roost
City:Whispering Pines State:NC Zip:28327
Phone: (910 ) 690-8025 Fax: (910 ) 949-1105
Email:endrigatma®aol.com
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/Orgar
Signing Official & Title:
b. Contact information for person listed in item 2a above:
Sheet Address:
City: State: Zip:
Mailing Address (if applicable):
City: State: Zip:
Phone: ) Fax:
Email:
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization: Colin S. Webster
Signing Official & Title:Colin Webster, Owner
b. Contact information for person listed in item 3a above:
Mailing Address:P.O. Box 1872
City:Southern Pines State:NC Zip:28388
Phone: (910 ) 639-1065 Fax: [phone]
Email:colin®ascotgrl2.com
4. Local jurisdiction for building permits: Whispering Pines
Point of Contact:Sharyl Carter Phone #: (10 ) 949-3141
Form SWU-101 Version 07Jun2010 Page 2 of 6

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
with Engineered stormwater wetlands BMPs
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: n/a
❑ 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 Cape Fear River basin.
4. Total Property Area: 5.12
acres 5. Total Coastal Wetlands Area: acres
6. Total Surface Water Area: acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area+:5.123 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 Hi h Water (Nline or Mean High Water
W) (MHline, and coastal wetlands landward from the NHW (or ZM 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 = 23.90 %
9. How many drainage areas does the project have?2 (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.
Receiving Stream Name
Mill Creek
Mill Creek
Stream Class *
WS-III, B, HQW
WS-III, B, HQW
Stream Index Number *
18-23-11-(2)
18-23-11-(2)
Total Drainage Area (sf)
88,053
16,548
On -site Drainage Area (so
88,053
15,244
Off -site Drainage Area (so
0
1,304
Proposed Impervious Area** (so
46,247
0
% Impervious Area** total
52.53
0
Iri ;ervious**ric ,eta, Iii', Area 1„ DraAa 2 I3raina' e Aresu Drauaa"a
s _ .._.
On -site Buildings/Lots (so 25,488.50
On -site Streets (so 0 0
On -site Parking (sf) 20,758.50
On -site Sidewalks (so 0 0
Other on -site (so 0 0
Future (so 0 0
Off -site (so 0
Existing BUA*** (so 7,710
Total (so: 46,247 7,710
* Stream Class and Index Number can be determined at: http://portal.ncdenr.org web/zvq/ps/csu/classijtcations
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 B UA.
Form SWU-101 Version 07Jun2010 Page 3 of 6

11. How was the off -site impervious area listed above determined? Provide documentation. Using autoCAD area
computations supplemented by a site visit.
Projects in Union County: Contact DWQ Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that may be subject to more stringent stormwater requirements as per NCAC 02B .0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from ht!p://portal..iicdeiir.org/web/wq/­ws/­­su/bmp-manual,
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. A detailed application instruction sheet and BMP
checklists are available from http://portal.ncdenr.org/web/wq/ws/su/statesw/forms_docs. The complete
application package should be submitted to the appropriate DWQ Office. (The appropriate office may be
found by locating project on the interactive online map at http://portal.ncdenr.org/web/wq/ws/su/maps.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from http://portal.ncdenr.org/web/wq/ws/su/statesw/forms_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.
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
1. Details of roads, drainage features, collection systems, and stormwater control measures.
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
Form SWU-101 Version 07Jun2010 Page 4 of 6

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" 1" cCS Count Soils- aj� with the
project area clearly delineate . or projects with infiltration BMPs, a report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DWQ to verifij the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: 3930 Page No: 235-252 t
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 1a, 2a, and/or 3a per NCAC 21-1.1003(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.
h!fp://www.secretaiy.state.nc.us/CorRorations/CSearch.aspx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from
http:/ /portal.ncdenr.org/web/wq/ws/su/statesw/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 DWQ 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 Engineerjarrod E. Hilliard, PE, CFM
Consulting Firm: Hobbs, Upchurch & Associates, PA
Mailing Address:300 SW Broad Street
City:Southern Pines State:NC Zip:28387
Phone: (910 ) 692-5616 Fax: (910 ) 692-7342
Email:Hilhard®hobbsupchurch.com
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or type name of person listed in Contact Information, item 2a) , certify that I
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Information, item 1a) with (print or type name of organization listed in
Contact Information, item 1a) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
Form SWU-101 Version 07Jun2010 Page 5 of 6

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DWQ Stormwater permit reverts back to
me, the property owner. As the property owner, it is my responsibility to notify DWQ immediately and submit a
completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater treatment
facility without a valid permit. I understand that the operation of a stormwater treatment facility without a valid
permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement action including
the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
Signature: Date:
a Notary Public for the State of , County of
do hereby certify that 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,
SEAL
My commission expires
X. APPLICANT'S CERTIFICATION
I, (print or thjpe name of person listed in Contact Information, item 1a) Margret Endrigat ,
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 storm a ules under 15A NCAC 2H .1000, SL 2006-246 (Ph. II - Post Construction) or SL 2008-211.
Signature: Date: < e Z
I, Jo/i.:/.t/ �• ,1j� �'_ a Notary Public for the State of County of
9W ace e- do hereby certify that Na /, R %'e t jFiv d e / 9 4 7" personally appeared
before me this /Jday of .✓e— D/rZ and acknowledge the due execution of the application for
a stormw_M4eo V NN.S.�itness my hand and official seal,
SEAL
My commission expires 4/1- y AD/G
Form SWU-101 Version 07Jun2010 Page 6 of 6

NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WETLAND SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part III) must be printed, filled out and submitted along with all the required information.
Project name
Contact name
Phone number
Date
Drainage area number
Peak Flow Calculations
1-yr, 24-hr rainfall depth
1-yr; 24-hr intensity
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr, 24-hr runoff
Pre/Post 1-yr, 24-hr peak control
Storage Volume: Non -SA Waters
Minimum required volume
Volume provided (temporary pool volume)
Storage Volume: SA Waters Parameters
1.5" runoff volume
Pre -development 1-yr, 24-hr runoff volume
Post -development 1-yr, 24-hr runoff volume
Minimum volume required
Volume provided
Outlet Design
Depth of temporary pool/ponding depth (DPI,nt,)
Drawdown time
Diameter of orifice
Coefficient of discharge (CD) used in orifice diameter
calculation
Driving head (Ha) used in the orifice diameter calculation
W
W
W
W
W
in OK
days OK
in OK
(unitless)
ft Provide calculations to support this driving head.
Form SW401-Wetland-Rev.6-11/16/09 Parts I and 11. Project Design Summary, Page 1 of 3

Surface Areas of Wetland Zones
Surface Area of Entire Wetland
Shallow Land
The shallow land percentage is:
Shallow Water
The shallow water percentage is:
Deep Pool
Forebay portion of deep pool (pretreatment)
The forebay surface area percentage is:
Non-forebay portion of deep pool
The non-forebay deep pool surface area percentage is:
Total of wetland zone areas
Add or subtract the following area from the zones
Topographic Zone Elevations
Temporary Pool Elevation (TPE)
Shallow Land (top)
Permanent Pool Elevation (PPE)
Shallow Water/Deep Pool (top)
Shallow Water bottom
Most shallow point of deep pool's bottom
Deepest point of deep pool's bottom
Design must meet one of the following two options:
This design meets Option #1,
Top of PPE is within 6" of SHWT, If yes:
SHWT (Seasonally High Water Table)
This design meets Option #2,
Wetland has liner with permeability < 0.01 in/hr, If yes:
Depth of topsoil above impermeable liner
Topographic Zone Depths
Temporary Pool
Shallow Land
Permanent Pool
Shallow Water
Deep Pool (shallowest)
Deep Pool (deepest)
Planting Plan
Are cattails included in the planting plan?
Number of Plants recommended in Shallow Water Area:
Herbaceous Wcubic-inch container)
Number of Plants recommended in Shallow Land Area:
Herbaceous Wcubic-inch container), OR
Shrubs (1 gallon or larger), OR
Trees (3 gallon or larger) and Herbaceous (4+ cubic -inch)
Number of Plants provided in Shallow Water Area:
Herbaceous (4'cubic-inch container)
Number of Plants provided in Shallow Land Area:
Herbaceous O'cubic-inch container)
Shrubs (1 gallon or larger)
Trees (3 gallon or larger) and
Grass -like Herbaceous (4+ cubic -inch)
4:!tft2 OK
10Q ft2 OK
38% %
0;00 ft2 OK
40%%
It amsl
ft amsl
ft amsl
ft amsl
ft amsl
(Y or N)
It amsl OK
(Y or N)
in OK
12.00 in OK
3.00 in OK
24.00 in OK
24.00 in OK
(Y or N) OK
400
400
64
8 and 320
OK
OK
More required if not planting herb. and/or trees.
More required if not planting herb. and/or shrubs.
More recommended if planting trees.
Form SW401-Wetland-Rev.6-11/16/09 Parts I and 11. Project Design Summary, Page 2 of 3

Additional Information
Can the design volume be contained?
Does project drain to SA waters? If yes,
What is the length of the vegetated filter?
Are calculations for supporting the design volume provided in the
application?
Is BMP sized to handle all runoff from ultimate build -out?
Is the BMP located in a recorded drainage easement with a
recorded access easement to a public Right of Way (ROW)?
The length to width ratio is:
Approximate wetland length
Approximate wetland width
Approximate surface area using length and width provided
Will the wetland be stabilized within 14 days of construction?
(Y or N) OK
(Y or N) Excess volume must pass through filter.
ft
3,423.00 ftZ This approx. surface area is within this number of square feet
of the entire wetland surface area reported above:
f (Y or N) OK
Form SW401-Wetland-Rev.6-11/16/09 Parts I and II. Project Design Summary, Page 3 of 3

Wetlands Area Supporting Calculations
Area #1
Peak Inflow Calculations
Volumes: Non SR Waters Calculations
Structure Calculations
88,053 sf`
0 sf
46,247 sf
1.00 in.
0.13 in/hr
3,954.18 sf
1,500.00 sf`
37.93%
1,600.00 sf
40.46%
427.09sf
10.80%
427.09 sf
10.80%
3,954.18 sf
100.00%
Includes Pre -development

v�
i
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WETLAND SUPPLEMENT
This form must be filled out, printed and submitted,
The Required Items Checklist (Part III) must be printed, filled out and submitted along with all the required information.
Project name
Contact name
Phone number
Date
Drainage area number
Site Characteristics
Drainage area
Impervious area
Percent impervious
Design rainfall depth
Peak Flow Calculations
1-yr, 24-hr rainfall depth
1-yr, 24-hr intensity
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr, 24-hr runoff
Pre/Post 1-yr, 24-hr peak control
Storage Volume: Non -SA Waters
Minimum required volume
Volume provided (temporary pool volume)
Storage Volume: SA Waters Parameters
1.5" runoff volume
Pre -development 1-yr, 24-hr runoff volume
Post -development 1-yr, 24-hr runoff volume
Minimum volume required
Volume provided
Outlet Design
Depth of temporary pool/ponding depth (DPiants)
Drawdown time
Diameter of orifice
Coefficient of discharge (CD) used in orifice diameter
calculation
Driving head (Ho) used in the orifice diameter calculation
16,5480 .0' ftz
7,710.00 ft2
46.6% %
1.00' inch
1-0�o� wATfi�Q
r
ca
'31Q
in
0.13 -
0..03
in/hr
C
ft3/sec
A Ro
ft3/sec
• • . t
0.00
ft3/sec
• •®�
• -„
. a AL
647 2Q :- ;
:ft3
03567
647 20
OK
ft3
ft3
ft3
ft3
ft3
in OK
days OK
in OK
(unitless)
ft Provide calculations to support this driving head.
Form SW401-Wetland-Rev.6-11/16/09 Parts I and 11. Project Design Summary, Page 1 of 3

Surface Areas of Wetland Zones
Surface Area of Entire Wetland
Shallow Land
The shallow land percentage is:
Shallow Water
The shallow water percentage is:
Deep Pool
Forebay portion of deep pool (pretreatment)
The forebay surface area percentage is:
Non-forebay portion of deep pool
The non-forebay deep pool surface area percentage is:
Total of wetland zone areas
Add or subtract the following area from the zones
Topographic Zone Elevations
Temporary Pool Elevation (TPE)
Shallow Land (top)
Permanent Pool Elevation (PPE)
Shallow Water/Deep Pool (top)
Shallow Water bottom
Most shallow point of deep pool's bottom
Deepest point of deep pool's bottom
Design must meet one of the following two options:
This design meets Option #1,
Top of PPE is within 6" of SHWT, If yes:
SHWT (Seasonally High Water Table)
This design meets Option #2,
Wetland has liner with permeability < 0.01 in/hr, If yes:
Depth of topsoil above impermeable liner
Topographic Zone Depths
Temporary Pool
Shallow Land
Permanent Pool
Shallow Water
Deep Pool (shallowest)
Deep Pool (deepest)
Planting Plan
Are cattails included in the planting plan?
Number of Plants recommended in Shallow Water Area:
Herbaceous Wcubic-inch container)
Number of Plants recommended in Shallow Land Area:
Herbaceous Wcubic-inch container), OR
Shrubs (1 gallon or larger), OR
Trees (3 gallon or larger) and Herbaceous (4+ cubic -inch)
Number of Plants provided in Shallow Water Area:
Herbaceous (4{'cubic-inch container)
Number of Plants provided in Shallow Land Area:
Herbaceous Wcubic-inch container)
Shrubs (1 gallon or larger)
Trees (3 gallon or larger) and
Grass -like Herbaceous (4+ cubic -inch)
647.20,` ft2 OK
250' QQ`, ft2 OK
39% %
ft2 OK
39% %
73.60 ft2 OK
11% %
73,60 ft2 OK
11% %
647.20 ft2 OK
0.00 ft2
ft amsl
ft amsl
ft amsl
ft amsl
ft amsl
(Y or N)
ft amsl OK
(Y or N)
in OK
12.00 in
OK
3.00 in
OK
18.00 in
OK
18.00 in
OK
(Y or N)
OK
100
100
16
2 and
80
100
OK
OK
More required if not planting herb. and/or trees.
More required if not planting herb. and/or shrubs.
More recommended if planting trees.
Form SW401-Wetland-Rev.6-11/16/09 Parts I and II. Project Design Summary, Page 2 of 3

Additional Information
Can the design volume be contained?
Does project drain to SA waters? If yes,
What is the length of the vegetated filter?
Are calculations for supporting the design volume provided in the
application?
Is BMP sized to handle all runoff from ultimate build -out?
Is the BMP located in a recorded drainage easement with a
recorded access easement to a public Right of Way (ROW)?
The length to width ratio is:
Approximate wetland length
Approximate wetland width
Approximate surface area using length and width provided
Will the wetland be stabilized within 14 days of construction?
'' , (Y or N)
OK
(Y or N)
Excess volume must pass through filter.
(Y or N)
OK
(Y or N)
OK
(Y or N)
OK
2.56 :1
OK
r 46.00"
ft
18'.*
ft
828.00 ft2
This approx, surface area is within this number of square feet
of the entire wetland surface area reported above:
(Y or N)
OK
Form SW401-Wetland-Rev.6-11/16/09 Parts I and II. Project Design Summary, Page 3 of 3

Permit Number: SAl6l pia 701
(to be provided by DWQ)
Drainage Area Number: I
Stormwater Wetland Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a log in a
known set location. Any deficient BMP elements noted in the inspection will be corrected, repaired or
replaced immediately. These deficiencies can affect the integrity of structures, safety of the public, and
the removal efficiency of the BMP.
Important maintenance procedures:
— Immediately following construction of the stormwater wetland, bi-weekly inspections will be
conducted and wetland plants will be watered bi-weekly until vegetation becomes established
(commonly six weeks).
— No portion of the stormwater wetland will be fertilized after the first initial fertilization that is
required to establish the wetland plants.
— Stable groundcover will be maintained in the drainage area to reduce the sediment load to the
wetland.
— Once a year, a dam safety expert should inspect the embankment.
After the stormwater wetland is established, I will inspect it monthly and within 24 hours after every
storm event greater than 1.0 inches (or 1.5 inches if in a Coastal County). Records of operation and
maintenance will be kept in a known set location and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall be repaired
immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
Entire BMP
Trash/ debris is present.
Remove the trash/ debris.
Perimeter of wetland
Areas of bare soil and/or erosive
Regrade the soil if necessary to remove the
gullies have formed.
gully, and then plant a ground cover and
water until it is established. Provide lime
and a one-time fertilizer application.
Vegetation is too short or too long.
Maintain vegetation at an appropriate
height.
Inlet device: pipe or
The pipe is clogged (if applicable).
Unclog the pipe. Dispose of the sediment
swale
offsite.
The pipe is cracked or otherwise
Replace the pipe.
damaged if applicable).
Erosion is occurring in the swale (if
Regrade the swale if necessary to smooth
applicable).
it over and provide erosion control
devices such as reinforced turf matting or
riprap to avoid future problems with
erosion.
Form SW401-Wetland O&M-Rev.4 Page 1 of 3

Permit Number:
(to be provided by DIVQ)
I acknowledge and agree by my signature below that I am responsible for the performance of the
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior
to any changes to the system or responsible party.
Project name:COMER'S CREEK
BMP drainage area number:
Print naine:Margret Endrigat
Title:
Address:I 1 Robin's Roost, Whispering Pines, NC 28327
Phone:[phone]
Signature: / G &Z tE
Date:
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.
C.he�1
a Notary Public for the State of
ort CL r-b li �,� , ounty of A-001- , do hereby certify that
N\G raY-e,+ personally appeared before me this g day of
�u r e 2L) ► a; -and acknowledge the due execution of the forgoing stormwater wetland
maintenance requirements. Witness my hand and official seal,
O�sk*-" \,H : Gi4 df,dq.
ems. �®`� ,q� �s•: �'�(i
®
o v
SEAL
My commission expires r-C, �-- WJ a-0 13
Form SW401-Wetland O&M-Rev.4 Page 3 of 3

Permit Number:.5"1 ?-6'1 6 l
(to be provided by DJVQ)
Drainage Area Number:
Stormwater Wetland Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a log in a
known set location. Any deficient BMP elements noted in the inspection will be corrected, repaired or
replaced immediately. These deficiencies can affect the integrity of structures, safety of the public, and
the removal efficiency of the BMP.
Important maintenance procedures:
— Immediately following construction of the stormwater wetland, bi-weekly inspections will be
conducted and wetland plants will be watered bi-weekly until vegetation becomes established
(commonly six weeks).
— No portion of the stormwater wetland will be fertilized after the first initial fertilization that is
required to establish the wetland plants.
— Stable groundcover will be maintained in the drainage area to reduce the sediment load to the
wetland.
— Once a year, a darn safety expert should inspect the embankment.
After the stormwater wetland is established, I will inspect it monthly and within 24 hours after every
storm event greater than 1.0 inches (or 1.5 inches if in a Coastal County). Records of operation and
maintenance will be kept in a known set location and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall be repaired
immediately.
BMP element:
Potential roblem:
How I will remediate the problem:,
Entire BMP
Trash/debris is present.
Remove the trash/debris.
Perimeter of wetland
Areas of bare soil and/or erosive
Regrade the soil if necessary to remove the
gullies have formed.
gully, and then plant a ground cover and
water until it is established. Provide lime
and a one-time fertilizer application.
Vegetation is too short or too long.
Maintain vegetation at an appropriate
height.
Inlet device: pipe or
The pipe is clogged (if applicable).
Unclog the pipe. Dispose of the sediment
swale
offsite.
The pipe is cracked or otherwise
Replace the pipe.
damaged if applicable).
Erosion is occurring in the swale (if
Regrade the swale if necessary to smooth
applicable).
it over and provide erosion control
devices such as reinforced turf matting or
riprap to avoid futhire problems with
erosion.
Form SW401-Wetland O&M-Rev.4 Page 1 of

Permit Number:
(to be provided by DTVQ)
I acknowledge and agree by my signature below that I am responsible for the performance of the
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior
to any changes to the system or responsible party.
Project name:COMER'S CREEK
BMP drainage area number:2
Print name:Margret Endrigat
Title:
Address:I 1 Robin's Roost, Whispering Pines NC 28327
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.
11C%-1-1 rLI I � • C'N 1 M O ,ram , a Notary Public for the State of
N o r'�k (�A 2 � 111 c.— County of tiU) L) ry , do hereby certify that
wa'kpa f-'e V— n a f personally appeared before me this ) $ day of
JU h e, , 0-0i'?-and acknowledge the due execution of the forgoing stormwater wetland
maintenance requirements. Witness my hand and official seal,
c
i�,y oil //UxAm -C��
SEAL
My commission expires � . g 0-y i--�?
Form SW401-Wetland O&M-Rev.4 Page 3 of 3