SW7101013_CURRENT PERMIT_20110223

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

Beverly Eaves Perdue
Governor
NC Rose, LLC
Attn: Ms. Emil Viola
PO Box 6186
Chesapeake, VA 23323
Dear Ms. Viola:
Division of Water Quality
Coleen H. Sullins
Director
February 23, 2011
Wa:po
Natural Resources
Dee Freeman
Subject: Stormwater Permit No.SW7101013
Nicholson's Point
High Density Stormwater Project
Currituck County
The Washington Regional Office received your application for a Stormwater
Management Permit on December 15, 2010. Staff review of the plans and
specifications has determined that the subject project will comply with the
Stormwater Regulations set forth in Title 15A NCAC 2H.1000. We are
forwarding Permit No. SW7101013 dated February 23, 2011 for the subject
project.
This permit shall be effective from the date of issuance until February 23, 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 and in the submitted application. Failure to establish an adequate system
for operation and maintenance of the stormwater management system will result
in future compliance problems.
If any parts, requirements, or limitations contained in this permit are
unacceptable, you have the right to request an adjudicatory hearing upon written
request within thirty (30) days following receipt of this permit. This request must
be in the form of a written petition, conforming to Chapter 150E of the North
Carolina General Statutes, and filed with the Office of Administrative Hearings,
P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands are made
this permit shall be final and binding.
North Carolina Division of Water Quality Internet: ¢tcw.nctmtcnlualitv.ar
943 Washington Square Mall _ Phone: [phone]
Washington, NC 27889 FAX [phone]
An Equal Opportunity/Affirmative Action Employer — 50 % Recycled110% Post Consumer Paper
NorthCarolina.
Naturally

Page 2 of 9
NC Rose, LLC
February 23, 2011
Page Two
If you have any questions, or need additional information concerning this matter,
please contact either Bill Moore, or me at [phone].
Al FYodg&-�
Regional Supervisor
Surface Water Protection Section
cc: Mr. Rick Duncan, Engineering Services, Inc.
Doug Huggett, DCM, Morehead City
Cgurntuck County Planning/Inspections
,"Washington Regional Office

Page 3 of 9
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
NC Rose, LLC
Ms. Emil Viola
Currituck County
FOR THE
construction, operation and maintenance of a wet detention pond system 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 for
Nicholson's Point located near Maple, NC.
This permit shall be effective from the date of issuance until February 23, 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 4 of this permit. The
stormwater controls have been designed to handle the runoff from 35.89
acres of impervious area.
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 and permit.

Page 4 of 9
4. The tract will be limited to the amount of built -upon area indicated on page
4 of this permit, and per approved plans. The runoff from all built -upon
area within the permitted drainage areas of this project must be directed
into the permitted stormwater control system.
5. The following design criteria have been provided for the infiltration basins
and must be maintained at design condition:
a. Total Site Area:
74.68 acres
Total Drainage Area to Pond:
60.29 acres
Total Impervious Area:
35.89 acres
b. Design Storm:
1.5 - inch
C. TSS removal efficiency:
90 %
d. Required Surface Area:
102,423 sf
e. Provided Surface Area:
121,159 sf
(@ perm. pool elev 1.80)
f. Required Storage Volume:
128,248 cf
(based on 1.5-inch)
g. Provided Storage:
167,087 cf
h Small Diameter Orifice:
6.0-inch
j. Receiving Stream:
Coinjock Bay
k. Classification of Water Body:
SC
II. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of
any built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded
areas of the system will be repaired, immediately.
3. The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at
optimum efficiency. The approved Operation and Maintenance Plans
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.

Page 5 of 9
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of bypass structure, filter media,
flow spreader, catch basins, piping and vegetated filter.
g. A clear access path to the bypass structure must be available at all
times.
4. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ. The records will indicate the
date, activity, name of person performing the work and what actions were
taken.
5. The facilities shall be constructed as shown on the approved plans. This
permit shall become voidable unless the facilities are constructed in
accordance with the conditions of this permit, the approved plans and
specifications, and other supporting data.
6. Upon completion of construction, prior to issuance of a Certificate of
Occupancy, and prior to operation of this permitted facility, a certification
must be received from an appropriate designer for the system installed
certifying that the permitted facility has, been installed in accordance with
this permit, the approved plans and specifications, and other supporting
documentation. Any deviations from the approved plans and
specifications must be noted on the Certification. A modification may be
required for those deviations.
7. If the stormwater system was used as an Erosion Control device, it must
be restored to design condition prior to operation as a stormwater
treatment device, and prior to occupancy of the facility.
8. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
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.

Page 6 of 9
11. A copy of the approved plans and specifications shall be maintained on
file by the Permittee at all times.
12. The Director may notify the permittee when the permitted site does not
meet one or more of the minimum requirements of the permit. Within the
time frame specified in the notice, the permittee shall submit a written time
schedule to the Director for modifying the site to meet minimum
requirements. The permittee shall provide copies of revised plans and
certification in writing to the Director that the changes have been made.
13. This permit shall be effective from the date of issuance until February 23,
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.
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the
Director. In the event of a change of ownership, or a name change, the
permittee must submit a formal permit transfer request to the Division of
Water Quality, accompanied by a completed name/ownership change
form, documentation from the parties involved, and other supporting
materials as may be appropriate. The approval of this request will be
considered on its merits and may or may not be approved. The permittee
is responsible for compliance with all permit conditions until such time as
the Division approves the transfer request.
2. Failure to abide by the conditions and limitations contained in this permit
may subject the Permittee to enforcement action by the Division of Water
Quality, in accordance with North Carolina General Statute 143-215.6A to
143-215.6C.
3. The issuance of this permit does not preclude the Permittee from
complying with any and all statutes, rules, regulations, or ordinances,
which may be imposed by other government agencies (local, state, and
federal) having jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate
corrective action, including those as may be required by this Division, such
as the construction of additional or replacement stormwater management
systems.
5. The permittee grants DENR Staff permission to enter the property during
normal business hours for the purpose of inspecting all components of the
permitted stormwater management facility.
6. The permit may be modified, revoked and reissued or terminated for
cause. The filing of a request for a permit modification, revocation and
reissuance or termination does not stay any permit condition.

Page 7 of 9
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. A copy of the approved
plans and specifications shall be maintained on file by the Permittee for
the life of the project.
9. The permittee shall notify the Division of any name, ownership or mailing
address changes within 30 days.
Permit issued this the 23rd day of February, 2011.
ENVIRONMENTAL MANAGEMENT COMMISSION
for Uoleen W-tilullins, Uirector
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW7101013

Page 8 of 9
Stormwater Permit No. SW7101013
Wet Pond System
Nicholson's Point
Currituck County
Designer's Certification
I, as a duly registered
in the State of North Carolina, having been
authorized to observe (periodically/ weekly/ full time) the construction of the
project,
(Project)
for (Project Owner) hereby state that,
to the best of my abilities, due care and diligence was used in the observation of
the project construction such that the construction was observed to be built within
substantial compliance and intent of the approved plans and specifications.
Note: The checklist on the following page must be included with this
Certification. Any changes or deviations from the approved plans and
specifications must be explained in detail, and may require a permit modification.
The certification forms should be submitted to the Division of Water Quality at the
appropriate Regional office.
SEAL
Signature
Registration Number
Date

Page 9 of 9
Complete this checklist for each system and include with
Certification:
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 elevations are per the approved plan.
6. The bypass structure is located per the approved plans.
7. A Trash Rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause
short-circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. 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.

DWQ USE ONLY
Date Received
Fee Paid
Permit Number
l02
✓ ':i
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 REC�Ogyl,-ep
Department of Environment and Natural Resources
Division of Water Quality
DEC 15 2010
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original DWQ_VV ARO
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.):
2. Location of Project (street address):
3519 Camtoke Highway
City:Crawford Township County:Currituck Zip:27956-9716
3. Directions to project (from nearest major intersection):
Approximately 500 south of the intersection of Maple Road and NC 168 on the east side of 168.
4. Latitude:32° 59' 13.92841" N Longitrtdc:78° 34' 43.16036" W of the main entrance to the project.
II. PERMIT INFORMATION
1. a. Specify whether project is (check one): ®New ❑Modification
b.lf this application is being submitted as the result of a modification to an existing permit, list the existing
permit number , its issue date (if known) , and the status of
construction: ❑Not Started ❑Partially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project (check one):
❑Low Density ®I-ligh 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, 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
❑NPDES Industrial Stormwater
®Sedimentation/Erosion Control: 64.18 ac of Disturbed Area
❑404/4y1 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:
1 7
Fore SWU-101 Version 07.lun2010 Page\011N'

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 oroiect):
Applicant/ Organ iza
Signing Official & Title:Emil Viola, Managing Member
b.Contact information for person listed in item 1a above:
Street Address:4001 South Military Highway
City:Chesapeake State:Virginia Zip:23321
Mailing Address (if applicable): 70 O o 3323
City: State: Zip:
Phone: (757 ) 487-3441
[e-mail]
EAVIOLA.com
Fax: (757 ) 487-8680
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/
Signing Official &
b.Contact information for person listed in item 2a above:
Street Address:
Mailing Address (if applicable):
City: State:
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: Rick Duncan - Engineering Services Inc.
Signing Official &
b.Contact information for person listed in item 3a above:
Mailing Address:3351 Stoneshore Rd
City:Virginia Beach State:VA Zip:23452
Phone: [phone] )
Email:[e-mail]
4. Local jurisdiction for building permits: Currituck County Department of Inspections
Fax: [phone]
Point of Contact:TBD Phone #: (252 ) 233-3378
Form SWU-101 Version 07Jun2010 Page 2 of 7

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
The stormwater will be collected via drainage pipes and treated in a wet detention pond with extended
drawdown and 10' wide vegetated bench.
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 I I — Post Construction
3. Stormwater runoff from this project drains to the Pasquotank River basin.
4. Total Property Area: 74.676 acres 5. Total Coastal Wetlands Area: 0.485 acres
6. Total Surface Water Area: 3.467 acres
7. Total Property Area (4) — Total Coastal Wetlands Area (5) — Total Surface Water Area (6) = Total Project
Area':70.724 acres
Total project area shall be caletdated to urclude the follotoinq: the normal pool of tm mounded structures, the area
between the banks of streams and rivers, the area below the7Vorrnal High Water (NU) tine or Mean High Water
(MHW) line, and coastal Wetlands landward front the NHW (or MHW) line. The resultant project area is used to
calculate overall percent built upon area (BUA). Nan -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 = 50.75 %
9. Flow many drainage areas does the project have?l
(For high density, count 1 for each proposed engineered stormwater BMP. For low density and other projects, use 1 for
the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Form SWU-101 Version 07.Iun2010 Page 3 of 7

Basin Information
Drainage Area 1
Drainage Area
Drainage Area
Drainage Area
Receiving Stream Name
Coinjock Bay
Stream Class *
SC
Stream Index Number *
30-1-6
Total Drainage Area (sf)
2,626,232
21j Qs
On -site Drainage Area (sf)
2,499,332
7, 32 ate%
Off -site Drainage Area (sf)
126,900
, y/���
Proposed Impervious Area** (sf)
1,563,468
B cr<)
% Impervious Area** (total)
59.53
Impervious' Surface Area
Drainage Area 1
Drainage Area
Draina e Area
Drainage Area
On -site Buildings/Lots (sf)
908,271
On -site Streets (so
274,447
On -site Parking (sf)
On -site Sidewalks (sf)
105,226
Other on -site (sf)
145,000
Future (sf)
Off -site (sf)
126,900
Existing BUA*** (sf)
3,624
Total (sf):
1,563,468
Stream Class and Index Number can be determined ak htln://�ortal.natetv'.org/each/taq[ps/csu/clnssificnl ions
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 neeo BUA.
11. How was the off -site impervious area listed above determined? Provide documentation. The entire offsite
area was counted as impervious to account for the possibility of it being developed that way in the future.
This was also done to avoid having an agreement with the upstream property owner and deed restrictions
place on the property. Rerouting of this drainage is not feasible.
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 03B .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 littp://portaLncdenr.org/web/wq/sus/su/bmR-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://portaLncdenr.org/web/wq/ws/su/statesw/forms does. 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 ham://portal.ncdennorg/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://portaLncdenr.org/web/wq/sus/su/statesw/forms does.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form. IZT1D
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants "AD
Form. (if required as per fart VII below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M I—�_—
agreement(s) for each BMP.
161C�
Form SWU-101 Version 07Jun2010 Page 4 of 7

4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
http://www.en\,help.org/pages/onestol2exi2ress.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 treahment/management for 1Zl'�
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'k mile of the site boundary, include the'fe
mile radius on the map.
7.
Sealed, signed and dated calculations.
le -Nu
8.
Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
12 qD
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Sea Ic.
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).
p. Vegetated buffers (where required).
9.
Copy of any applicable soils report with the associated SHWT elevations (Please identify
RAD
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"x11" 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 DWQ to verify the SHWT prior
to submittal, [phone].)
�" n
TM J
10.
A copy of the most current property deed. Deed book: 1070 Page No: 0001
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 NCAC 2H.1003(c). 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.
htti2://www.secretary.state.tic.us/Cori2orations/CSearch.aspx
Form SWU-101 Version 07Jun2010 Page 5 of 7

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
httu'//12ortal.ncdenr.org/web/wq/ws/su/`st,itesw/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 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 Engineer:Rick Duncan
Consulting Firm: Engineerinf Services Inc.
Mailing Address:3351 Stoneshore Road
City:Virginia Beach State:Virginia Zip:23452
Phone: (757 ) 468-6800 Fax: (757 ) 468-4966
Email:rduncaii@esiofx,a.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 to) 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 6 of 7

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:
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,
Iy9I11
My commission expires
X. APPLICANT'S CERTIFICATION
1, (print or hjpe name of person listed in Contact Information, item la) Emil Viola
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 cove ants will be recorded, and that the proposed project complies with the requirements of the
applicable storm ter rules under 15A NCAC 2H .1000, SL 2006-246 (Ph. II - Post Construction) or SL 2008-211.
Signature: Date: ' la
Vt,i k a Notary Public for the State of y t-'Y'VI `h� /ti/ County of
�A- do hereby certify that &Aw k. Q i O C� personally appeared
before me this3v day of N 6V e,Lk� v� ID and ac owledge the due exec ion of th pplication for
a stormwater permit. Witness my hand and official seal,
..
SEAL `�.��P,......
Q1�J; PO B ''•. C�
#197446
•� -yam
SMY COMMISSION ; ¢ _
0 EXPIRES
My commission expires
LV
Form SWU-101 Version 07Jun2010 Page 7 of 7

NC ROSE, L.C.
P.O. BOX 6186 757.487-3441 1354
CHESAPEAKE, VA 23323. 11/3/2010 50-51BY514
02
11nC oChe1tf NCDENRodero
$ 505.00
a rive huLath: 9 f 13e-ar
BANK0f1 -
IIAMPTONRQDS
w .bankofhomplonroadaxom .. `
For
t:05i405i881: 200 561in'j354
DEC 15 2010

J L engineering services inc
aw
December 14, 2010
Civil Engineering • Land Surveying
tRE013
DEC 1 .5 20110
Mr. Roger Thorpe
North Carolina Department of Environment and Natural Resources
Division of Water Quality
943 Washington Square Mall
Washington, NC 27889
Gerard P. Brunick, Jr., L.S.
Walton P. Burkhimer, Jr., P.E.
Sharon O. Hoel, P.E.
Michael Rheinhart, L.S.
Edward F. Rudiger, Jr., L.S.
Reference: PROJECT ID 06117 "G" — Stormwater Management Permit Application Form
For Nicholson's Point
County of Currituck
Dear Mr. Thorpe:
Transmitted herewith for your review and approval one complete Stormwater Management Permit
Application package that includes the following items:
o A check for the review fee in the amount of $505
o One original and one copy of the Stormwater Management Permit form
o One original and one copy of the Deed Restrictions & Protective Covenants
o One original Supplemental Form and O&M agreement for the BMP, plus one copy of each
o Two copies of the project narrative, complete with calculations signed and sealed
o Two copies of the USGS Map
o Two (2) sets of Construction Plans with Drainage Area Maps included
o Two copies of a soils report with associated SH WT elevations
o Two copies of the soil survey
o Two copies of the property deed
o Two copies of the LLC documentation
Should you have any questions or require additional information, please do not hesitate to contact me at
757-468-6800 or rduncan a esiofva.com.
Sincerely,
E inccring Sc s,Inc.
Richard H. Duncan, Jr.
P'.A06117-NicholnonS PointAStormwater Management Perm it formAl2-14-2010-kogerrhorpc-stormwarc,.doc 3351 StoneShore Toad
Virginia Beach, VA 23452
(757) 4BB-SS00
FAX: 1757) 4BB-49BB
[e-mail]

High Density Residential Subdivisions
Deed Restrictions & Protective Covenances
In accordance with Title 15 NCAC 2H.1000 and S.L. 2006-246, the Stormwater Management Regulations,
deed restrictions and protective covenants are required for High Density Residential Subdivisions where
lots will be subdivided and sold and runoff will be treated in an engineered stormwater control facility. Deed
restrictions and protective covenants are necessary to ensure that the development maintains a "built -upon"
area consistent with the design criteria used to size the stormwater control facility.
I, Emil Viola, acknowledge, affirm and agree by my signature below, that I will cause the following deed
restrictions and covenants to be recorded prior to the sale of any lot:
1. The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number as issued by the Division of Water Quality under the
Stormwater Management Regulations.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming under
them.
4. The covenants pertaining to stormwater may not be altered or rescinded without the express written
consent of the State of North Carolina, Division of Water Quality.
5. Alteration of the drainage as shown on the approved plan may not take place without the concurrence
of the Division of Water Quality.
6. The maximum built -upon area per lot, in square feet, is as listed below:
Lot Max BUA
Number (sf)
1-D
7,843
2-SF AA
I 9,952
3-SF AA
8,755
4-P
7,698
5-P
6,434
6-D
7,560
7-P
6,686
8-P
6,416
9-P
6,300
10-D
.6,600
11-SF
7,435
12-P
6,980
13-P
6,438
14-P
5,942
15-SF
6,678
16-P
7,139
17-P
5,896
18-P
6,313
19-D
7,647
20-P
6,374
21-P
7,474
22-P
6,188
23-P
6,479
24-P
6,004
25-P
6,155
26-P
7,212
DEC IS 2 010
FormDRPC-3 Rev.2 05Nov2009 Page 1 of

27-P
6,458
28-P
6,402
29-P
5,610
30-P
5,610
31-D
7.652
34-P
5,874
35-P
5,879
36-P
7,157
37-P
6,176
38-P
7,105
39-P
5,760
40-P
5,760
41-P
7,105
42-P
5,705
43-D
7,180
44-P
6.358
47-D
7,548
48-D
7,110
49-P
5,767
50-SF
6,941
51-P
6,300
52-P
6,300
53-P
6,300
54-SF
6,915
55-D
8,069
56-P
7,496
57-P
6,704
58-D
7,916
59-P
6,209
60-P
6,211
61-SF AA
8,215
62-P
5,591
63-P
5,649
64-P
6,470
65-P
6,211
66-P
6,209
67-SF
7,544
68-P
6,401
69-P
6,401
70-P
7,513
71-D
10,171
72-SF
8,042
73-P
6,489
74-P
6,696
75-P
7,720
76-D
10,165
77-P
6,897
Form DRPC-3 Rev.2 05Nov2009 Page 2 of 4

High Density Residential Subdivisions
Form DRPC-3 Rev.2 05Nov2009 Page 3 of 4

High Density Residential Subdivisions
Deed Restrictions & Protective Covenances
This allotted amount includes any built -upon area constructed within the lot property boundaries, and
that portion of the right-of-way between the front lot line and the edge of the pavement. Built upon area
includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate, coquina and
parking areas, but does not include raised, open wood decking, or the water surface of swimming
pools.
Each lot will maintain a 50 foot wide vegetated buffer between all impervious areas and surface waters
with the exception of Lot 107-SF-AA and Parcel A Clubhouse.
8. All runoff from the built -upon areas on the lot must drain into the permitted system except where
existing conditions prevent it. This may be accomplished through a variety of means including roof drain
gutters which drain to the street, grading the lot to drain toward the street, or grading perimeter swales
to collect the lot runoff and directing them into a component of the stormwater collection system. Lots
that will naturally drain into the system are not required to provide these additional measures.
State of
i Date: �' �/ ✓o
J ✓� �V_�i� e— a Notary Public in the
'A C— C Countyof
do hereby certify that V i bi G.— personally appeared
before me this the r� day of 0W cvwlz--r 20 10 , and acknowledge
the d e execution of the foregoing instrument. Witness my hand and official seal,
- t--p'"
Signature
My Commission expires ( — Z� I - � i 3
Form DRPC-3 Rev.2 05Nov2009 Page 4 of 4
SEAL
lV, •'NOTARY '•. ,��
0: PUBLIC
=.� REG.#197446'1
MY Cf�OMMISSION ; Q
.,��'�ioN� ..... •.OFF`? �:
,� �EALTH,���.

Permit Number:
(io be provided by DWQ)
Drainage Area Number:
Wet Detention Basin 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
ju-
of structures, safety of the public, and the removal efficiency of the BMP. ;' 0I.rZ9
The wet detention basin system is defined as the wet detention basin, DEC 157 201.0
pretreatment including forebays and the vegetated filter if one is provided.
DVVVQ-141AR0
This system (check one):
❑ does ® does not incorporate a vegetated filter at the outlet.
This system (check one):
❑ does ® does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
— Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
— No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
— Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
— If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
— Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month 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 should be kept in a known set
location and must 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:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the wet
Areas of bare soil and/or
Regrade the soil if necessary to
detention basin
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Vegetation is too short or too
Maintain vegetation at a height of
long.
approximately six inches.
Form SW401-Wet Detention Basin O&M-Rev.4 Page I of 5

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How I will remediate theproblem:
The inlet device: pipe or
The pipe is clogged.
Unclog the pipe. Dispose of the
swale
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged.
Erosion is occurring in the
Regrade the swale if necessary to
swale.
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 to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design depth for
possible. Remove the sediment and
sediment storage.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred.
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 pesticide is used, wipe it on
the plants rather than spraying.
The vegetated shelf
Best professional practices
Prune according to best professional
show that pruning is needed
practices
to maintain optimal plant
health.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the lants rather than spraying.
The main treatment area
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design sediment
possible. Remove the sediment and
storage depth.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over
Consult a professional to remove
50% of the area.
and control the algal growth.
Cattails, phragmites or other
Remove the plants by wiping them
invasive plants cover 50% of
with pesticide (do not spray).
the basin surface.
Form SW401-Wet Detention Basin O&M-Rev.4 Page 2 of 5

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How I will remediate theproblem:
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present.
consult a professional to remove
beavers.
A tree has started to grow on
Consult a dam safety specialist to
the embankment.
remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair. if applicable)
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.
The receiving water
Erosion or other signs of
Contact the local NC Division of
damage have occurred at the
Water Quality Regional Office, or
outlet.
the 401 Oversight Unit at 919-733-
1786.
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads 8.3 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 8.3 lower forebay and 9.2 upper feet in
the forebay, the sediment shall be removed.
Sediment Removal
Bottom
POREBAY
BASIN DIAGRAM
(fill in the blanks)
i Volume
-ft Min.
Sediment
Storage
Permanent Pool Elevation 1.8 and 2.7
I
Scdfineritltemova(Elevat7on-_6_5------------
MAIN POND
Sediment
Storage
Form SW401-Wet Detention Basin O&M-Rev.4 Page 3 of 5

Permit
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. 1 agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:Nicholson's Point
BMP drainage area number: There is only one drainage area for the project.
Print
Title:Managiny Member
Address:4001 South Millitary Hip_hway, Chesapeake Virginia 23321
Phone:
Signature: /ems-C.`�
Date: ca 16
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
a Notary Public for the State of
U t V 6' G _ County of e.i, do hereby certify that
A-- J16Ic.— personally appeared before me this pert
day of Meok bv✓ , 20I0 , and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
!V .•'•NOTARY'•.���
PUBLIC
* t REG. #197446
MY COMMISSION ; Q
o'•• EXPIRES
J'HA0�`
SEAL
My commission expires I � 3I— -)-0 13
Form SW401-Wet Detention Basin O&M-Rev.4 Page 5 of 5

•.•1; i ?.f1 Permit
11; tj+
1. JEC 1 2010
(to de provided by DWOf
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This Conn must be filled out, printed and submitted.
The Required Items Checklist (Part 111) must be printed, filled out and submitted along with all of the required information.
I. PROJECT INFORMATION
Project name Nicholson's Point
Contact person Rick Duncan
Phone number
Date
Drainage area number
II. DESIGN INFORMATION
Site Characteristics
757 468 6800
N/A
Drainage area
2,626,232 rye
Impervious area, past -development
1,563,468 ft'
impervious
59.53
Design rainfall depth
1.0 in
Storage Volume: Non -SA Waters
Minimum volume required
128,248 ft'
Volume provided
167,087 1
Storage Volume: SA Waters
1.5' runoff volume
his
Pre -development 1-yr, 24-hr runoff
ft3
Post -development 1-yr, 24-hr runoff
Ili
Minimum volume required
ft 3
Volume provided hi3
Peak Flow Calculations
Is the pre/post control of the tyr 24hr storm peak flow required?
1-yr, 24-hr rainfall depth
Rational C, pre-developmenl
Rational C, post -development
Rainfall intensity: 1-yr, 24-hr storm
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
Pre/Post 1-yr, 24-hr peak flow control
Elevations
Temporary pool elevation
Permanent pool elevation
SHWT elevation (approx, at the perm, pool elevation)
Top of 10h vagetated shelf elevation
Bottom of loft vegetated shelf elevation
Sediment cleanout, top elevation (bottom of pond)
Sediment cleanout, bottom elevation
Sediment storage provided
Is there additional volume stored above the slate -required temp. pool?
Elevation of the top of the additional volume
Y (Y or N)
OK
01/�F'%N A 777Fg,gc1c
O lliiiii� T
OK, volume provided is equal to or in excess of volume required.
3.4 in
0.20 (unilless)
0.52 (unitless)
2.41 ini OK
29.06 1
75.56 ft3/sec
46.50 rya/sec
3.20 land
1.80 fmsl
2.80 fmsl
2.30 lmsl
1.30 lmsl
-6.50 first
-7.50 fmsl
I.00 It
Data not needed for calculation option r 1, but OK it provided.
Data not needed for calculation option 41, but OK it provided.
Y (Y or N)
3.2 fmsl OK
Form SW401-Wet Detention Basin-Rev.e-9/17109 Parts I. 81I. Design Summary, Page 1 or 2
Io

Permit No.
(to be provided by DWD)
II. DESIGN INFORMATION
Surface Areas
Area, temporary pool
136,210 ft'
Area REQUIRED, permanent pool
102,423 ft'
SAIDA ratio
3.90 (unlfless)
Area PROVIDED, permanent pool, A,,
121,159 ft'
OK
Area, bottom of 1DA vegetatcd shelf, Awt m,n
60,954
Area, sediment cleanoul, top elevation (bottom of pond), A,.
52,653 ft'
Volumes
Volume, temporary pool
167,087 fls
OK
Volume, permanent pool, Vce,,,
693,385 f'
Volume, forebay (sum of fo(ebays it more than one forebay)
155,778 ft'
Forebay % of permanent pool volume
22.5% %
Insufficient forebay volume.
SAIDA Table Data
Design TSS removal
90 %
Coastal SAIDA Table Used?
Y (Y or N)
Mountain/Piedmonl SAIDA Table Used?
N (Y or N)
SAIDA ratio
3.90 (unifless)
Average depth (used in SAIDA table):
Calculation option 1 used? (Sep, Figure 10-2b)
Y (Y or N)
Volume, permanent pool, Vp,m,,,
693,385 ft'
Area provided, permanent pool, A...
121,159 ft'
Average depth calculated
5.72 tr
OK
Average depth used in SAIDA, it,,, (Round to nearest 0.5ft)
5.5 ft
OK
Calculation option 2 used? (See Figure 10 2b)
N (Y or N)
Area provided, permanent pool, Ace,,.
121,159 ft'
Area, bottom of 10ft vegetated shelf, Abel ,,j
80,954 ft'
Area, sediment cleanout, top elevation (bottom of pond), Are fad
52,653 f12
'Depth' (distance b/w bottom of 10ft shelf and top of sediment)
7.80 f1
Average depth calculated
5.72 ft
OK
Average depth used in SAIDA, d,,., (Round to nearest OEfI)
5.5 If
OK
Drawdown Calculations
Drawdown through orifice?
Y
(Y or N)
Diameter of orifice (if circular)
6.00 in
Area of orifice (if -non -circular)
in'
Coefficient of discharge (Co)
0.60 (unitless)
Driving head (Ho)
0.38 ft
Drawdown through weir?
N
(Y of N)
Weir type
(unitless)
Coefficient of discharge (C„)
(unilless)
Length of weir (L)
ft
Driving head (H)
f!
Pre -development 1-yr, 24-hr peak flow
29.06 ft'/sec
Post -development 1 yr, 24-hr peak flow
75.56 rys/sec
Storage volume discharge rate (through discharge orifice or weir)
0.58 rys/sec
Storage volume drawdown time
3.30 days
OK, draws down in 2-5 days.
Additional Information
Vegetated side slopes
4 :1
OK
Vegetated shelf slope
10 :1
OK
Vegetated shelf width
10.0 ft
OK
Length of flowpath to width ratio
3 :t
OK
Length to width ratio
3.0 :1
OK
Trash rack for overflow & orifice?
Y
(Y or N)
OK
Freeboard provided
1.3 ft
OK
Vegetated filter provided?
N
(Y or N)
OK
Recorded drainage easement provided?
Y
(Y of N)
OK
Cepures all runoff at ultimate build rut?
N
(Y or N)
Required to capture all runoft from the ultimate build -out
Drain mechanism for maintenance at emergencies is:
Pump into
outfall ditch or overflow top of bank into cutfall ditch.
Form SW401-Wet Detention 32sin-Rev.8.9117109
Parts I. Is 11. Design Summary. Page 2 of 2

Permit
(to be provided by DWQ)
III. REQUIRED ITEMS CHECKLIST
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Page/ Plan
Witials
Sheet No.
(4w
All non overall
1. Plans (1" - 50' or larger) of the entire site showing:
plan sheet
- Design at ultimate build -out,
scales are
- Off -site drainage (if applicable),
less than 1" -
- Delineated drainage basins (include Rational C coefficient per basin),
50,
- Basin dimensions,
- Pretreatment system,
- High flow bypass system,
- Maintenance access,
- Proposed drainage easement and public right of way (ROW),
- Overflow device, and
- Boundaries of drainage easement.
5 and D4
2. Partial plan (1" = 30' or larger) and details for the wet detention basin showing:
Outlet structure with trash rack or similar,
- Maintenance access,
Permanent pool dimensions,
Forebay and main pond with hardened emergency spillway,
Basin cross-section,
Vegetation specification for planting shelf, and
Filter strip.
1 ^
Detail Sheet
3. Section view of the wet detention basin (1"= 20' or larger) showing:
D4
Side slopes, 3:1 or lower,
Pretreatment and treatment areas, and
Inlet and outlet structures.
Detail Sheet
4. If the basin is used for sediment and erosion control during construction, clean out of the basin is specified
D4
on the plans prior to use as a wet detention basin.
W2
Detail Sheet
5. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for forebay,
D4
to verify volume provided.
n
n
Plan Sheet
6. A construction sequence that shows how the wet detention basin will be protected from sediment until the
2C
entire drainage area is stabilized.
_wG
Included
7. The supporting calculations.
I%A—Q SWM Permit 8. A copy of the signed and notarized operation and maintenance (0&M) agreement
���nf� Package
/ SWM Permit
9. A copy of the deed restrictions (if required).
0 u{1 Packaae
__SWM Permit
10 A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. County
Package
soil maps are not an acceptable source of soils information.
Form SW401-Wee Detention Basin -Rev B-9117/09 Part III. Required Items Checklist, Page 1 of 1