SW7120106_CURRENT PERMIT_20200110

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW��o��(p
DOC TYPE
LP CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
YYYYMMUD

A/IrA 0'
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. DANIEL SMITH
Director
NORTH CAROLINA
Environmental Quality
January 10, 2020
Rial Corporation
Attention: Mr. Thomas Niederkofler, President
P.O. Box 159
Merry Hill, NC 27957
Subject: Stormwater Permit No. SW7120106 Renewal
Scotch Hall Preserve PUD, Phase 2
High Density Stormwater Project
Bertie County
Dear Mr. Niederkofler:
The Washington Regional Office received a Stormwater Management Permit
Application for renewal of the subject permit on December 9, 2019. Staff review of the
application has determined that the permit can be reissued. We are forwarding Permit
No. SW7120106 dated January 10, 2020, for the continued operation of the subject
project.
This permit, upon its effective date, will replace all previous State Stormwater permits for
this project. This permit shall be effective from April 25, 2020 until April 24, 2028 and shall
be subject to the conditions and limitations as specified therein, and does not supersede
any other agency permit that may be required. Please pay special attention to the
Operation and Maintenance requirements in this permit. Failure to establish an adequate
system for operation and maintenance of the stormwater management system will result
in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you
have the right to request an adjudicatory hearing upon written request within thirty (30)
days following receipt of this permit. This request must be in the form of a written petition,
conforming to Chapter 150B of the North Carolina General Statutes, and filed with the
Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27699-6714.
Unless such demands are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please
contact me at [phone].
Sincerely,
Roger K. Thorpe
Environmental Engineer
a
E � North Carolina Department of Environmental Quality ! Division of Energy, Mineral and Land Resources
Washington Regional Office 1 943 Washingtcn Square Mall Washington, North Carolina 27889
NCii-4':-1uNA
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STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY SUBDIVISION 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
Rial Corporation
Scotch Hall Preserve PUD, Phase 2
Bertie County
FOR THE
construction, operation and maintenance of two wet detention ponds in compliance with
the provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules')
and the approved stormwater management plans and specifications and other
supporting data as attached and on file with and approved by the Division of Energy,
Mineral, and Land Resources (Division) and considered a part of this permit.
This permit shall be effective from April 25, 2020 until April 24, 2028 and shall be
subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.6 of this permit. The subdivision is permitted for
169 lots, each allowed a maximum of (see attached Table) square feet of built -
upon area and an Amenity Area as shown on plans.
3. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
4. This project proposes a- dry detention basin to serve as a stormwater flow
reduction BMP to mitigate downstream peak stormwater flows. The credit for
TSS removal has not been requested for this BMP.
5. The built -upon areas associated with this project shall be located at least 50 feet
landward of all perennial and intermittent surface waters.

6. The following design elements have been permitted for this wet detention pond
stormwater and must be provided in the system at all times.
a. Drainage Area, ft2:
b. Total Impervious Surfaces, ft2:
c. Average Pond Design Depth, feel
d. TSS removal efficiency:
e. Design Storm:
f. Permanent Pool Elevation, FMSL
g. Permitted Surface Area @PP, ft2:
h. Permitted Storage Volume, ft3:
i. Storage Elevation, FMSL:
j. Predevelopment- 1 year 24 hour:
k. Post development 1 year 24 hour
I. Controlling Orifice:
m. Permanent Pool Volume, ft3:
n. Forebay Volume, ft3:
o. Maximum Fountain Horsepower:
p. Receiving Stream / River Basin:
q. Stream Index Number:
Classification of Water Body`
II. SCHEDULE OF COMPLIANCE
Pond # 1
1,477,280
412,041
3.50
90%
1.5
10.10
44,486
97,263 at temp
12.00
1.02
1.92
4.0°0 pipe
146,829
26,995
1/2 HP
Chowan River
25
"B; NSW'
Pond # 2
1,385,474
712,768
4.0
90%
1.5
10.70
110,941
pool 153,501
12.00
1.09
3.09
5.0" 0 pipe
446,788
115,720
1.0 HP
Salmon Creek
25-24
C; NSW
No homeowner/lot owner/developer shall fill in, alter, or pipe any drainage feature
(such as swales) shown on the approved plans as part of the stormwater
management system without submitting a revision to the permit and receiving
approval from the Division.
2. The permittee is responsible for verifying that the proposed built -upon area for
the entire lot does not exceed the maximum allowed by this permit. Once the lot
transfer is complete, the built -upon area may not be revised without approval
from the Division of Energy, Mineral, and Land Resources, and responsibility for
meeting the built -upon area limit is transferred to the individual property owner.
3. If an Architectural Review Board or Committee is set up by the permittee to
review plans for compliance with the BUA limit, the plans reviewed must include
all proposed built -upon area. Any approvals given by the Board do not relieve the
homeowner of the responsibility to maintain compliance with the permitted BUA
limit.
4. 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.

5. 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.
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 permittee shall submit for approval, final site layout and grading plans for
any permitted future development areas shown on the approved plans, prior to
construction.
8. 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.
9. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
1 Q. 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.
11. 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.
12. 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. Semiannual scheduled inspections (every 6 months).

b. Sediment removal.
C. Mowing and re -vegetation of side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans.
f. Debris removal and unclogging of structures, orifice, catch basins and
piping.
g. Access to all components of the system must be available at all times.
13. Records of maintenance activities must be kept by the permittee. The records will
indicate the date, activity, name of person performing the work and what actions
were taken.
14. This permit shall become void unless the facilities are constructed in accordance
with the conditions of this permit, the approved plans and specifications, and
other supporting data.
15. Prior to the sale of any lot, the following deed restrictions must be recorded:
a. The following covenants are intended to ensure ongoing compliance with
State Stormwater Management Permit Number SW7120106, as issued by
the Division of Energy, Mineral, and Land Resources under NCAC.
2H.1000.
b. 'The State of North Carolina is made a beneficiary of these covenants to
the extent necessary to maintain compliance with the Stormwater
Management Permit.
C. These covenants are to run with the land and be binding on all persons
and parties claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded
without the express written consent of the State of North Carolina, Division
of Energy, Mineral, and Land Resources.
e. Alteration of the drainage as shown on the approved plans may' not take
place without the concurrence of the Division of Energy, Mineral, and Land
Resources.
f. The maximum built -upon area per lot is (see attached Table) square feet.
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.
g. For those lots within CAMA's Area of Environmental Concern, where DCM
calculates'a different maximum lot built -upon area, the governing lot BUA
shall be the most restrictive of the two numbers.
h. All runoff on the lot must drain into the permitted system. This may be
accomplished through providing roof drain gutters, which drain to the
street, grading the lot to drain toward the street, or grading perimeter

swales and directing them into the pond or street. Lots that will naturally
drain into the system are not required to provide these measures.
Built -upon area in excess of the permitted amount will require a permit
modification.
If permeable pavement credit is requested, the property owner must
submit a request, with supporting documentation, to the permittee and
receive approval prior to construction of BUA_
16. A copy of the recorded deed restrictions must be submitted to the Division within
30 days of the date of recording the plat, and prior to selling lots. The recorded
copy must contain all of the statements above, the signature of the Permittee, the
deed book number and page, and the stamp/signature of the Register of Deeds.
17. Prior to transfer of the permit, the stormwater facilities will be inspected by
Division 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.
18. Decorative spray fountains will be allowed in the stormwater treatment systems,
subject to the following criteria:
a. The fountain must draw its water from less than 2' below the permanent
pool surface.
b. Separated units, where the nozzle, pump and intake are connected by
tubing, may be used only if they draw water from the surface in the deepest
part of the pond.
C. The falling water from the fountain must be centered in the pond, away from
the shoreline.
d. The maximum horsepower for the fountain's pump is based on the
permanent pool volume. The maximum pump power for a fountain in pond
#1 is'/2 HP and pond #2 is 1.0 HP.
19. If permeable pavement credit is desired, the permittee must submit a request to
modify the permit to incorporate such language as required by the Division of
Energy, Mineral, and Land Resources. The request to modify must include a
soils report identifying the type of soil, the Seasonal High Water table elevation
and the infiltration rate. Upon the successful completion of a permit modification,
the individual lot owners that request to utilize permeable pavements must
submit the necessary forms and documentation to the permittee and receive
approval prior to construction of the permeable pavement.
20. A copy of the approved plans and specifications shall be maintained on file by
the Permittee at all times.

III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director.
In the. event of a change of ownership, or a name change, the permittee must
submit a completed Name/Ownership Change form signed by both parties, to the
Division of Energy, Mineral, and Land Resources, accompanied by the
supporting documentation as listed on page 2 of the form. The approval of this
request will be considered on its merits and may or may not be approved.
2. The permittee is responsible for compliance with all permit conditions until such
time as the Division approves a request to transfer the permit.
3. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Energy, Mineral,
and Land Resources, 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) having jurisdiction.
5. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
6. The permittee grants DEQ Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
7. The permit issued shall continue in force and effect until revoked or terminated.
The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and re -issuance or
termination does not stay any permit condition.
8. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
9. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
10. The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit
as allowed by the laws, rules and regulations contained in Title 15A NCAC
2H.1000; and NCGS 143-215.1 et.al.
11. The permittee shall notify the Division in writing of any name, ownership or
mailing address changes at least 30 days prior to making such changes.

12. This permit shall be effective from April 25, 2020 until April 24, 2028.
Application for permit renewal shall be submitted 180 days prior to the expiration
date of this permit and must be accompanied by the processing fee.
Permit issued this the 10#h day of January 2020.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for
S. Daniel Smith, Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW7120106

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. DANIEL SMITH
Interim Direcror
NORTH CAROLINA
Environmental Quality
November 6, 2019
Rial Corporation
Attention: Mr. Thomas Niederkofler, President
105 Scotch Hall Court
Merry Hill, NC 27957
Subject: Stormwater Permit No. SW7120106 Renewal
Scotch Hall Preserve PUD, Phase 2
High Density Stormwater Project
Dear Mr. Niederkofler; Berne County
A Division of Energy, Mineral, and Land Resources file review has determined that
Stormwater Permit SW7120106 for a stormwater treatment system consisting of two
wet detention ponds serving Scotch Hall Preserve PUD, Phase 2 located in Bertie
County expires on April 24, 2020. This is a reminder that permit renewal applications
are due 180 days prior to expiration. We do not have a record of receiving a renewal
application.
Please submit a completed permit renewal application along with a $505.00 fee for
permit renewal. Permit application forms for renewal can be found on our website at:
https:./.Ideq.nc.gov/about/divisions/energy-mineral-land-resources/eiierv,�ei-al-land-
rtiles/stormwater-.program/post-construction. North Carolina General Statutes and the
Coastal Stormwater rules require that this property be covered under a stormwater
permit. Failure to maintain a permit subjects the owner to assessment of civil penalties.
If you have questions, please feel free to contact me at [phone]. 1 will be glad to
discuss this by phone or meet with you. If you would like, I can e-mail you a copy of the
application forms. You can request a copy by e-mailing me at roger.thorpe(a?ncdenr,gov.
Sincerely,
Ro r K. Thorpe
Environmental Engineer
QNorth Carolina Deparunent or Environmental Quality I Division of Energy, Mineral and Land Resources
Washington Regional Office. 1943 Washington Square Mall I Washington, North Carolina 27889
D_
o.w�... �01! 254946.648l

s
DEMLR USE ONLY
Date Received
Fee Paid
PermitNumber
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NC DEQ Division of Energy, Mineral and Land Resources
STATE STORMWATER:
PERMIT RENEWAL APPLICATION FORM
In accordance with 15A NQ6Q 2H.1045(3), the current permit holder shall renew their high density permit 180 days
prior to its expiration. Renewed permits are valid for a period of 8 years per Session Law 2011-398 (SB 781)
Section 60. (c). This application form is for permit renewals only.
A. PROJECT INFORMATION
1. State Stormwater Permit Number: SW7120106 _
2. Project name: Scotch Hall Preserve PUD. Phase 2
3. Project street address: Avoca Farm Rd
City: Merry Hill Townshin County: ftjTLe
ZIP : 27957
4. What„if'any, changes have been made to the project as permitted? NIA
If the project has changed from the original approved plans, please complete SWU-101 for a Major
Modification or Minor Modfication Application form available at: tt s:llde ,nc, ov/aboort/divisi en r -
mineral-land-resources/enerav-mineral-land-rulgs/stormwater-proaram/post-construction.
B. PERMITTEE INFORMATION
If changes to the permittee or project name have been made, please complete either the Permit Update form
or the Permit Transfer form available at: https:Ldeo.nc.gov/about/divisions/enerpv-rrminer-il-land-
resourcesleneEgy-mineral-land-rule5/_s_tormwater-program/post-construction. State Stormwater Permits do not
automatically transfer with the sale of the property.
1. Current Permit Holder's Company Name/Organization: Rial Corporation
2. Signing Official's Name: Thomas Niederkofler
3. Signing Official's Title: President
4. Mailing Address: PO Box 159
City: MQrry Hill - _ _ _ --State: NC _ ZIP : 27957
5. Street Address: 105 Scotch Hall Ct.
City: Meglf Hill _ - State: IQ— Z1P : 27g57
6. Phone: C J 482-4006 Email: [e-mail]
Stormwater Permit Renewal Form Page 1 of 3 May 11, 2018

If

C. SUBMITTAL REQUIREMENTS
Submit the application package to the appropriate DEMLR Regional Office (Coastal, SA Waters) or DEMLR
Central Office (Urbanizing Areas Ph 2, USMP, Non -Coastal HQW/ORW). Only applications packages that
include a required items listed below will be accepted and reviewed.
bridal each item below to indicate that the required information is provided in the application package:
-"n 1. A permit application processing fee of $505.00 payable to NCDEG.
7 ',"1 2. One original signed hard copy and one electronic copy of this completed form. The signing official
named on this application to represent the current permittee must meet one of the following:
a. Corporation— a principle executive officer of at least the level of vice-president;
b. Limited Liability Company (LLC) -- a manager or company official as thoseterms are defined
in G.S. 57D "North Carolina Limited Liability Company Act;"
c. Public Entity — a principal executive officer, ranking official, or other duly authorized employee;
d. Partnership or limited partnership —the general partner;
e. Sole proprietor; or
f. Letter of authorization signed by one of the signatories noted in a -- a above authori2ing the
signature of another entity.
3. One hard copy and one electronic copy of recorded documents required by the original permit that
have not yet been received by DEMLR, including: deed restrictions, protective covenants,
condominium/planned community declaration and easements. if the project has been built, include
documentation that the maximum BUA per lot or maximum total BUA has not been exceeded. If
the project has not been built, include a signed agreement that the final recorded deed restrictions
and protective covenants will be submitted at a later date.
IN 4. O&M Agreements, Please select one:
® 1 have a copy of the current recorded O&M Agreement for all SCMs, and I will continue to
keep this on file with the permit; or
❑ 1 do not have a copy of the current recorded O&M Agreement for all SCMs and am
requesting a copy be sent to me. I agree to keep this on file with the permit.
Al 5. Designer Certifications, Please select one:
® A copy of the certification(s) confirming that the project was built in accordance with the
approved plans have been previously provided to the Division; or
❑ A copy of the certification(s) confirrrring that the project was built in accordance with the
approved plans are enclosed; or
❑ The project has not yet been built.
-cJ 6. (IF APPLICABLE] If the project has been built, one original hard copy and one electronic copy of a
signed, sealed, and dated letter from a licensed professional stating that the SCMs have been
inspected, and that they have been built and maintained in accordance with the permit.
""1r+ 7. (IF APPLICABLE] When the permittee is a corporation or a limited liability corporation (LLC):
Provide one hard copy and one electronic copy of documentation fromthe NC Secretary of State,
or other official documentation, which supports the titles and positions held by the persons listed in
Section C.2 per 15A NCAC 2H. 1043(3)(b).
http5://www.sDsnc.govtonlin,� serviceslsearch/b+j title/ Business Regist.ratiorl
Stormwater Permit Renewal Application Form Page 2 of 3 May 11. 2018

D. PERMITTEE'S CERTIFICATION
k;,'_4P' ,a -f'_ _, the person legally responsible for the permit, certify that I have
a copy of the Permit and OEM Agreement on site (or I will obtain a copy and it will be kept on site), that I am
responsible for the performance of the maintenance procedures, and the site has been and will be maintained
according to the O&M Agreement and approved plans. I agree to.notify DE MLR of any problems with the SCMs
or built -upon area and to submit the proper forms to modify ortransferthe permit priorto any changes to the
project, SCMs, or ownership. All information provided on this permit renewal application is, to the best of my
knowledge, correct and complete.
A- 41
Signature: i Date: 12-Is
I. e ' M; ((e-r , a Notary Public for the State of
Z-A -- —, County of Stln 1`fi'_Nnc'�Serl , do hereby certify
that +�M� S W eLra_o` 16r _ personally appeared before me
this the ` day of DC_ceM Vic., 20 and acknowledge the due
execution of the forgoing instrument. Witness my hand and official seal,
ER L
(Notary Seal) -,•• REX MILL0
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"frs r 1. Notary Public California o
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Comm. Expires_ Au.lo, 2023
Notary Signature:
My commission expires}'�1
Stormwater Permit Renewal Application Form Page 3 of 3 May 11. 2018

Erosion Control Plan Narrative
Scotch Hall Preserve PUD, Phase 2 — Minor Modification
Bertie County, NC ���®
April 13, 2012 RIE S Q8
General
APR 18 2012
////�
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'*GIN Nth •' .X���- we
The following narrative will detail th&&Ped sion Control for the Phase 2 development of
the Scotch Hall Preserve PUD in Berhe County.
The Rial Corporation intends to add an Amenity Area to the previously permitted 173 lot
residential subdivision. The Proposed Amenity area will consists of a clubhouse, swimming
pool, playground, walking trails, and associated parking facilities.
The proposed Amenity Site is located on a 3.40 acre waterfront parcel of land centrally located
within the subdivision. This parcel was included in the original erosion control permit, however
there was no proposed improvements to the site at the time of the original erosion control permit
submission.
Land disturbing activities associated with the Amenity Area primarily consist of clearing, addition
of fill for buildings and swimming pool areas, land grading for parking and stormwater
infrastructure, and trenching for site utilities. .
The majority of the stormwater runoff draining from the Amenity Area will be directed, via storm
culverts and swales, .to a dry detention basin located on the southern portion of the Amenity
Site. The dry detention basin serves as a stormwater flow reduction bmp to mitigate
downstream peak stormwater flows. From the dry detention basin, stormwater will be conveyed
via pipe culverts and swales to the previously permitted wet detention basin located in the
southeastern portion of the subdivision.
A small portion of the site will drain to the west via overland flow and swales. This area will
drain to the adjacent roadside swale collection system and be conveyed to the previously
permitted wet detention basin located in the southwest portion of the subdivision.
The two wet detention basins were designed with adequate capacity to manage the additional
volumes generated by the proposed Amenity Area.
Outside of the Amenity Area, there are no proposed changes to the previously permitted
drawings with the exception of the addition of two drop inlets and connecting culverts that will
convey stormwater from the Amenity Area dry detention basin to the wet detention basin located
in the southeast portion of Scotch Hall PUD, Phase 2.
Several Erosion Control BMPs will be utilized throughout the Amenity Area to minimize off site
sediment runoff. The primary BMPs employed to prevent offsite sedimentation are the
downstream stormwater detention ponds that are fitted with Faircloth Skimmers and serve as
sediment skimmer basins during construction. These skimmer basins were permitted with the
original site submission and will be maintained as previously specified. Other preliminary BMPs
to be utilized in the Amenity Area include, but are not limited to, excelcior fabric for slope
protection, block and gravel inlet protection, check dams, diversion berms, rip rap outlet
protection, silt fence, and pipe inlet protection at the orifice to the dry detention basin. The pipe

Erosion Control Plan Narrative
Scotch Hall Preserve PUD, Phase 2 — Minor Modification
April 13, 2012
inlet protection will permit the detention basin to serve as an additional sediment basin during
construction.
The following sections will address specific erosion controls methods and their sequencing for
the construction of the Amenity Area addition to Scotch Hall PUD, Phase 2.
Erosion Construction Sequence
Pre -Construction
No work shall begin on the proposed Amenity Area until Erosion Control Plan Modification
Approval has been granted by NCDENR, DLR, Land Quality Section and downstream erosion
controls are installed per permitted plans. At least one week before construction activities
begin, a pre -construction meeting shall be held between the Contractor, Owner, Engineer, and
appropriate Government Officials. Limits of clearing and grading shall be staked prior to the
commencement of construction activities.
Initial Construction
The first construction activity which shall occur on -site shall be the installation of silt fence and
construction entrances as shown on the Erosion and Sedimentation Control Plan.
Once the silt fence and construction entrance is installed, the contractor shall construct and
stabilize the dry detention basin, diversion berm, and basin overflow structure per the plans.
The overflow structure shall be provided with inlet protection at the structure's drawdown orifice
Once the aforementioned erosion controls are installed the contactor may proceed with any
necessary clearing and grubbing.
Site Construction
Upon completion of clearing and grubbing activities, the contractor shall grade the site
according to plan and begin construction of proposed building, pool, and vehicular areas.
Diversion berms shall be maintained as specified in the Diversion Berm Details and Site Section
View Detail.
As construction progresses, the contractor shall install contributing stormwater conveyances
including pipe culverts, drop inlets, roof drain laterals, deck drains, swales, rip rap aprons, and
associated erosion controls per the construction plan. Roof drain and deck drains shall be
plugged during construction so that no surface runoff containing sediments is allowed to enter
the collection system. Plugs are to be removed when downspouts and deck drains are
connected to the system or installed to final grade.
Once the swimming pool concrete, building pad concrete, and stormwater conveyances are
installed and stabilized, interior areas adjacent to the diversion berm many be raised to final
design grades.
Immediately following the removal of the diversion berm and subgrade construction, all
adjoining pavements areas shall be installed and earthen areas stabilized.
2

Erosion Control Plan Narrative
Scotch Hall Preserve PUD, Phase 2 — Minor Modification
April 13, 2012
Interim Protection/ Maintenance
The Erosion Control Plan requires that all erosion and sedimentation control practices be
inspected weekly and after heavy rainfall producing events. Needed repairs shall be made
immediately.
If any wind or stormwater runoff erosion develops during the construction of the project,
additional erosion and sedimentation control measures shall be installed to address the problem
area.
Final Construction
Once site construction is complete and denuded surfaces are stabilized, the stormwater
conveyances, storm structures and piping shall be cleaned of all slit / debris which may have
been accumulated during construction.
Contractor shall verify design grades of all stormwater conveyances including the dry detention
basin and restore to design specifications as necessary.
Upon the removal of accumulated sediments and site stabilization, all remaining erosion
controls may be removed from the Amenity Site Area. All downstream erosion controls shall
remain in place until the completion of all other subdivision construction activities.
Permanent Controls
All unpaved denuded areas are required to be stabilized in accordance with the temporary /
permanent seeding specifications found on the Plans. Downstream Swale outlets within the
subdivision are calculated to discharge dispersed flow at non -erosive velocities.
Erosion Control Calculations
This erosion control narrative is accompanied by the stormwater management narrative. A
complete set of all stormwater and erosion control calculations including swale velocity and
skimmer basin sizing calculations are located within the appendix of the accompanying
stormwater narrative.
3

BERTIE COUNTY
PLANNING & INSPECTIONS
PO Box 530 106 DuND1R STREwr
WINDSOR, NC 27983
PHONE [phone]
www.co.bertie.nc.us
MEMORANDUM
Fax [phone]
TO: Mitch Cooper, Bertie County Emergency Management
Kim Hedrick, NC Division of Coastal Management
Al Hodge, Division of Water Quality
Pat McClain, Division of Land Quality
Charles Joyner, McDavid Associates, Inc.
Ricky Spivey, Bertie County Water Department
Vic Thompson, Natural Resources Conservation Service
IA)
FROM: Traci Whit Bertie County Planning Director
RE: PRELIMINARY PLATS FOR SCOTCH HALL PRESERVE PUD, PHASE 2
• BLOCKS 1 (REVISED) $ 5
■ BLOCKS 2 & 7 •` n[�
• BLOCKS 3 & 8 d � G ti rs -23
• BLOCKS 4 & 6 .�L,�- St, � �5 C� � ��.U. c,�
K«fi'
DATE: April 19; 2012
The attached preliminary plats for SCOTCH HALL PRESERVE PUD, PHASE 2, BLOCKS 1 - 8 have
been submitted for review_ Please return comments, if any, along with notification of any
required state permit or plan approvals, to Bertie County Planning by April 27, 2012. If no
comments have been received by this date, this plat will be considered to be in good standing
with your agency in regards to preliminary plat approval by Bertie County.
If you have any questions, please feel free to contact me at [phone] or
traci.white(ci).bertie.nc.gov.
Thank you. RECEIVED
APR 2 0 2012
Attachments) LAY Y W RO

}.. 11 A g �-�
14 1
5+ trJt�
~� EEJAD
' i / � • fiL 7 . i�rl .

NaTReg,,&-i ob+,,ncc -+o ENsvrc
K4;v% er%e.,-rC a&- Rldv Red.,4+oH gtAp
EXPRESE. Permit Number:`%,J1 ('z_r`f r�.
(to he provided by Uil'Q)
APR 18 2012 Drainage Area Number:
Dry Extended Detention Basin
NC ®ENR 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 die removal efficiency of the BMP.
The dry extended detention basin system is defined as the dry detention basin, outlet
structure, pretreatment including forebays and die vegetated filter if one is provided.
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 iihaintenance procedures:
— The drainage area will be managed to reduce the sediment load to the dry
extended detention basin.
— Immediately after the dry extended detention basin is established, the vegetation
will be watered twice weekly if needed until the plants become established
(commonly six weeks).
— No portion of the dry extended detention pond will be fertilized after the first
initial fertilization that is required to establish the vegetation.
— I will maintain the vegetation in and around the basin at a height of
approximately six inches.
— Once a year, a darn safety expert will inspect the embankment.
After the dry extended detention basin is established, it will be inspected once a quarter
and within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in
a Coastal County). Records of operation and maintenance 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 1 wilI remediate theproblem:
The entire BMP
Trash debris is present.
Remove the trash debris.
The perimeter of the dry
Areas of bare soil and/or
Regrade the soil if necessary to
extended detention
erosive gullies have formed.
remove the gully, and then plant a
basin
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Form SW401-Dry Detention O&M-Rev.3 11 Page 1 of 4

BMP element:
Potentialproblem:
How I will remediate theproblem:
The inlet device: pipe or
The pipe is clogged (if
Unclog the pipe. Dispose of the
swale
a licable).
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged (if
applicable).
Erosion is occurring in the
Regrade the swale if necessary to
swale (if applicable).
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay
Sediment has accumulated
Search for the source of the
and reduced the depth to 75%
sediment and remedy the problem if
of the original design depth
possible. Remove the sediment and
(see diagram below).
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred or
Provide additional erosion
riprap is displaced.
protection such as reinforced turf
matting or riprap if needed to
revent future erosion problems,
Weeds are present.
Remove the weeds, preferably by
hand. If pesticides are used, wipe
them on the plants rather than
spraying.
The main treatment area
Sediment has accumulated
Search for the source of the
and reduced the depth to 75%
sediment and remedy the problem if
of the original design depth
possible. Remove the sediment and
(see diagram below).
dispose of it in a location where it
will not cause impacts to streams or
the BMP. Revegetate disturbed
areas immediately with sod
(preferred) or seed protected with
securely staked erosion mat.
Water is standing more than
Check outlet structure for clogging.
5 days after a storm event.
If it is a design issue, consult an
professional.
Weeds and noxious plants are
_2ppropriate
Remove the plants by hand or by
growing in the main
wiping them with pesticide (do not
treatment area.
spray).
Form SW401-Dry Detention O&M-Rev.3 Page 2 of 4

BMP element:
Potentialproblem:
How I will rernediate theproblem-_
The embankment
Shrubs or trees have started
Remove shrubs or trees
to grow on the embankment.
immediately.
Grass cover is unhealthy or
Restore the health of the grass cover
eroding,
- consult a 2rofessional if necessary.
Signs of seepage on the
Consult a professional.
downstream face.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present.
consult a professional to remove
beavers.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair,
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the NC Division of Water
damage have occurred at the
Quality 401 Oversight Unit at 919-
o u tlet.
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 basin depth reads 1.5 feet in the main pond, the sediment shall be removed.
When the basin depth reads n a feet in the forebay, the sediment shall be removed.
Sediment Removal Eli n/a
Bottom Elevat
FOREBAY
BASIN DIAGRAM
UIl in the hlankv)
1'e iporarX
- 'olunte
/25%
Sediment
Storage
"Temporary Pool Elevation 20.0
Pool ------- jon,prary
Sediment Removal Elevation 18.5 Volume
— ------------------------------------/
Bottom Elevation 18.0 j 25% �ediment
Storage
MAIN POND
Form SW401-Dry Detention O&M-Rev.3 Page 3 of'4

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.
Projecl name:Scotch !-Tall Preserve PUD Phase 2
BMP drainage area number:3 (Amenity Area) T
Print name: Rose Tummarello
Title: CFO Rial Corporation
Addr(
Phone
Signa
Date:
Note
'Fhe 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,
V t er��l aj M -, a Notary} Public for the State of
�e' .1" 1� , County of M� ,, ,r,,, _ , do hereby certify that
�qo, '�j personally appeared before me this
day of i f. 2.) j Z , and acknowledge the due execution of the
forgoing dry detention basin maintenance requirements. Witness my hand and official
seal,
VINCENT SHUM
NOTARY PUBLIC, STATE OF NEW YORK
NO. O1 SH61795 t 3
QUAUFIED IN QUEENS COUNTY
COMMISSION EXPIRES DEC. 24, 24? f
SEAL
My commission expires �t(Zyiz> I3'
Form SW40I-Dry Detention O&M-Rev.3 Page 4 of 4

EXPRESS
APR 18 20Q
Ate, NC DENR
--�
NCDENR
Permit No. SVJ Z 1 TE_f —�—
{ro be provided by DWO)
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form 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,
a�aF w a roc-,9oG
f? Y
I. PROJECT INFORMATION
Project name
Scotch Hall Preserve PUD, Phase 2
Contact person
Michael W. Strader, Jr„ P.E.
Phone number
252-261-3300
Date
4/13/2012
Drainage area number
1
II. [DESIGN INFORMATION
Site Characteristics
Drainage area
1,477,280 ft2
Impervious area, post -development
413,720 ft2
impervious
28.01 % ✓
Design rainfall depth
1.5 in
Storage Volume: li Waters
Minimum volume required
Volume provided
Storage Volume: SA Waters
1.5" runoff volume
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr, 24-hr runoff
Minimum volume required
Volume provided
Peak flow Calculations
Is the pre/post control of the 1 yr 24hr storm peak flow required?
1-yr, 24-hr rainfall depth
Rational C, pre -development
Rational C, past-deveicpment
Rainfall intensity: 1-yr, 24-hr storm
Pre -development 1-yr, 24-hr peak flaw
Past -development 1-yr, 24-hr peak flow
Pre/Post 1-yr, 24-hr peak flow control
Elevations
Temporary pool elevation
Permanent pool elevation
Si elevation (approx. at the perm. pool elevation)
Top of 10ft vegetated shelf elevation
Bottom of 1 Oft vegetated shelf elevation
Sediment cleanout, top elevation (bottom of pond)
Sediment cleanout, bottom elevation
Sediment storage provided
Is there additional volume stored above the state -required temp. pool?
Elevation of the top of the additional volume
77,408 ft' V OK
97,263 ft3
OK, volume provided is equal to or in excess of volume required.
h3
ft3
It
h3
h3
n (Y or N)
3.2 in
0.25 (unitless)
0.42 (unitless)
0.14 irVhr OK
1.02 ft3lsec
1.79 ft3lsec
0.77 ft3lsec
12.00 fmsl
10.10 fmsl
10.10 fmsl
10.60 fmsl
9.60 fmsl Data not needed for calculation option #1, but OK if provided.
6.00 fmsl
5,00 fmsl Data not needed for calculation option fft , but OK if provided.
1.00 it
y (Y or N)
12.0 fmsl OK
Form SW401-Wet Detention Basin-Rev.8-9117109 Parts I. & II. Design Summary, Page 1 of 2

Permit
fta be provided by DWO)
II. DESIGN INFORMATION
Surface Areas
Area, temporary pool 57,676 12
Area REQUIRED, permanent pool 41,364 ft'
SA)DA ratio 2.80 (unitless)
Area PROVIDED, permanent pool, Ape1m pool 14,4136 1' OK
Area, bottom of 1 Oft vegetated shelf, A ,,,a 37,097 ft'
Area, sediment cleanoul, top elevation (bottom of pond), Awt imnd 25,505 ft2
Volumes
Volume, temporary pool
97,263 ft 3
OK
Volume, permanent pool, Vp, pd.,
146,829 it'
Volume, forebay (sum of forebays if more than one forebay)
26,995 ft'
Forebay io of permanent pool volume
18.4% %
OK
SAIDA Table Data
Design TSS removal
90 %
Coastal SA/DA Table Used?
Y (Y or N)
MountairdPiedmont SA1DA Table Used?
N (Y or N)
SAlDA ratio
2.80 (unilless)
Average depth (used in SA/DA table):
Calculation option 1 used? (See Figure 10-2b)
Y (Y or N)
Voiuni permanent pool, Vp, , p,,
146,829 ft'
Area provided, permanent pool, Ape m p,,
44,486 ft2
Average depth calculated
3,30 ft
OK
Average depth used in SA/DA, da4, (Round to nearest 0.511)
3.5 it
OK
Calculation option 2 used? (See Figure 10.2b)
N (Y or N)
Area provided, permanent pool, Ap, .,
44,486 12
Area, bottom of 1 oft vegetated shelf, Abu51e„
37,097 1
Area, sediment cleanout, lop elevation (bottom of pond), AbDpod
25,505 ft2
'Depth' (distance b/w bottom of 1 Oft shelf and top of sediment)
3.60 ft
Average depth calculated
it
Average depth used in SA/DA, d,,, (Round to nearest 0.5111)
ft
Drawdown Calculations
Drawdown through orifice?
y _ (Y or N)
�4.00
Diameter of orifice (if circutar)
in
Area of orifice (if -non -circular)
in'
Coefficient of discharge (C(,)
0.60 (unilless)
Driving head (Hd)
0.60 ft
Drawdown through weir?
(Y or N)
Weir type
(unilless)
Coefficient of discharge (C.)
(unilless)
Length of weir (L)
h
Driving head (H)
it
Pre -development 1-yr, 24-hr peak flow
1-02 ft'/sec
Post -development 1-yr, 24-hr peak flow
1-92 ft'/sec
Storage volume discharge rate {through discharge orifice or weir)
0.33 (t'JSeC
Storage volume drawdown time
2.68 days
OK, draws dawn in 2-5 days.
Additional Information
Vegetated side slopes
3 :1
OK
Vegetated shelf slope
10 :1
OK
Vegetated shelf width
10.0 ft
OK
Length of flowpath to width ratio
3 :1
OK
Length to width ratio
3.0 ;1
OK
Trash rack for overflow & orifice?
Y (Y or N)
OK
Freeboard provided
3.0 if
OK
Vegetated filler provided?
N (Y or N)
OK
Recorded drainage easement provided?
Y (Y or N)
OK
Capures all runoff at ultimate build -out?
Y (Y or N)
OK
Drain mechanism for maintenance or emergencies is:
Pump
Form SW401-Wet Detention Basin-Rev ,8-9/17109 Parts I. & II. Design Summary. Page 2 of 2

Permit No
(to be provided by DWQ)
III. REQUIRED ITEMS CHECKLIST °
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
Initials
Sheet No.
M� s
Sun t
1. Plans (1" - 50' or larger) of the entire site showing:
Design at ultimate build -out,
Off -site drainage (if applicable),
Delineated drainage basins (include Rational C coefficient per basin),
Basin dimensions,
Pretreatment system,
High flow bypass system,
Maintenance access,
Proposed drainage easement and public right of way (ROW),
Overflow device, and
Boundaries of drainage easement.
ra s
5 ``T l b F rk
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.
Mw 1
S 14 T 16
3. Section view of the wet detention basin (V = 20' or larger) showing:
Side slopes, 3:1 or lower,
Pretreatment and treatment areas, and
Inlet and outlet structures.
Mw 5
S �� l� r iy
4. If the basin is used for sediment and erosion control during construction, clean out of the basin is specified
on the plans prior to use as a wet detention basin.
raw s
A+'-
5. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for forebay,
to verify volume provided.
s P t 2-2-6.
A construction sequence that shows how the wet detention basin will be protected from sediment until the
entire drainage area is stabilized.
Mw T
A 4"� �'�
7. The supporting calculations.
r^ws
�+i,,
8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
X+6AG L
fAW s
9. A copy of the deed restrictions (if required).
s U rt t�srr 10. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. County
soil maps are not an acceptable source of soils information.
Form SW401-Wet Detention Basin-Rov.8.9117109 Part Ill. Required Items Checklist, Page 1 of 1

EXPRESS' -
APR 18 2012
XLCOMAA NC DENR
NCDENR
Permit No. .5 vtJ i t '2—y i c, <,
(to be provided by DWO)
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form 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 Scotch Hall Preserve PUD, Phase 2
Contact person Michael W. Strader, Jr., P.E.
Phone number 252-261-3300
Date 3/26/2012
Drainage area number 2
f�at %N A Ljs�gQG
Q
II. DESIGN INFORMATION
Site Characteristics
Drainage area
1,417,950h2
Impervious area, post -development
618,905 hZ
% impervious
43.65 %a
Design rainfall depth
1.5 in
V,
Storage Volume: NonSA Waters
Minimum volume required
Volume provided
Storage Volume: SA Waters
1.5" runoff volume
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr, 24-hr runoff
Minimum volume required
Volume provided
Peak Flow Calculations
Is the pre/post control of the 1 yr 24hr storm peak flow required?
1-yr, 24.1 rainfall depth
Rational C, pre -development
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 ftow
Pro/Post 1-yr, 24-hr peak flow control
Elevations
Temporary pool elevation
Permanent pool elevation
SHWT elevation (approx. at the perm. pool elevation)
Tap of 1 Oft vegetated shelf elevation
Bottom of 10ft vegetated shelf elevation
Sediment cleanout, top elevation (bottom of pond)
Sediment cleanout, bottom elevation
Sediment storage provided
Is there additional volume stored above the state -required temp, pool?
Elevation of the top of the additional volume
99,930 f13 CK
153,501 ft3 '✓
OK, volume provided is equal to or in excess of volume required.
h3
h3
rya
h3
03
Y (Y or N)
3.2 in
0.31 (unidess)
0.56 (unitless)
0.14 irVhr OK
1.09 ry3lsec
2,46 he/sec
1.37 ry3lsec
12.00 fmsl
10.70 fmsl
10.70 fmsl
11.20 fmsl
10.20 imsl Data not needed for calculation option if 1, but OK if provided.
6.00 lmsl
5.00 imsl Data not needed for calculation option #1, but OK if provided.
1.00 lit
(Y or N)
12.0 lmsl OK
Form SW401-Wet Detention Basin- Rev.e-9117/09 Parts I. & II. Design Summary, Page 1 of 2

Permit No
(to be provided by DINO)
II. 'DESIGN INFORMATION
Surface Areas
Area, temporary pool
123,855 ft'
Area REQUIRED, permanent pool
48,494 ft 2
SArDA ratio
3.42 (unitless)
Area PROVIDED, permanent pool, A,,_,,,
110,941 ft2 OK
Area, bottom of 1 Oft vegetated shelf, Ate, men
77,441 ft'
Area, sediment cleanout, top elevation (bottom of pond), Ate, p d
61,827 ft'
Volumes
Volume, temporary po6
Volume, permanent pool, V.e. ..,
Volume, forebay (sum of forebays if more than one forebay)
Forebay % of permanent pool volume
SAMA Table Data
Design TSS removal
Coastal SAIDA Table Used?
MountainlPiedmont SAIDA Table Used?
SAJDA ratio
Average depth (used in SA7DA table):
Calculation option 1 used? (See Figure 10-2b)
Volume, permanent pool, V,,.-,W
Area provided, permanent pool, Apo M,
Average depth calculated
Average depth used in SAIDA, cl , (Round to nearest 0.51t)
Calculation option 2 used? (See Figure 10-21b)
Area provided, permanent pool, Ace p,
Area, bottom of 101 vegetated shelf, A,, yin
Area, sediment cleanout, top elevation (bodom of pond), Aw pd d
'Depth' (distance b/w bottom of tuft shelf and top of sediment)
Average depth calculated
Average depth used in SAIDA, day, (Round to nearest 0.5ft)
Drawdown Calculations
Drawdown through orifice?
Diameter of orifice (if circular)
Area of orifice (it -non -circular)
Coefficient of discharge (CD)
Driving head (HQ) .
Drawdown through weir?
Weir type
Coefficient of discharge (C„,)
Length of weir (L)
Driving head (H)
Pre -development 1-yr, 24-hr peak flow
Past -development 1-yr, 24-hr peak flow
Storage volume discharge rate (through discharge orifice or weir)
Storage volume drawdown time
Additional Information
Vegetated side slopes
Vegetated shelf slope
Vegetated shelf width
Length of flowpath to width ratio
Length to width ratio
Trash rack for overflow & orifice?
Freeboard provided
Vegetated filter provided?
Recorded drainage easement provided?
Capures all runoff at ultimate build -out?
Drain mechanism for maintenance or emergencies is
Form SW401-Wet Detention Basin-Rev,8-9117/09
153,501 ft' OK
446,788 ft'
115,720 ft'
25 9% % Insufficient forebay volume.
90 %
Y (Y or N)
N (Y or N)
3.42 (uniiless)
Y (Y or N)
446,788 ft�
110,941 ftZ
4.02 It OK
4.0 ft OK
n (Y or N)
110,941 ft2
77,441 ft'
61,827 ft'
4.20 ft
ft
ft
y (Y or N)
5.00 in
in'
0.60 (uniiless)
0.43 ft
n (Y or N)
(unitless)
(unitless)
ft
ft
1.09 ft3lsec
2.46 ft3lsec
0.43 ft3lsec
2.68 days
OK, draws down in 2-5 days.
3 :1
OK
10 :1
OK
10.0 ft
OK
4 :1
OK
3.8 :1
OK
y (Y or N)
OK
3.0 ft
OK
n (Y or N)
OK
y (Y or N)
OK
y (Y or N)
OK
pump
Parts I. & II. Design Summary, age 2 of 2

Permit No.
(to be provided by DWG)
III. REQUIRE© ITEMS CHECKLIST-.._H..,.. F.
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
Initials Sheet No.
r^r'� 5 u� ►
1. Plans (1" 50' or larger) of the entire site showing:
Design at ultimate build -out,
Off -site drainage (it applicable),
Delineated drainage basins (include Rational C coefficient per basin),
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.
-r 1 b F rk
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 S S y ir lb 3. Section view of the wet detention basin (1 " = 20' or larger) showing:
Side slopes, 3:1 or lower,
Pretreatment and treatment areas, and
Inlet and outlet structures.
Mw 1
S kT K r Iq
4. If the basin is used for sediment and erosion control during construction, clean out of the basin is specified
on the plans prior to use as a wet detention basin.
h\W 5
A'`" 4 "J
5. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for forebay,
to verify volume provided.
!
s PT 2 z
6. A construction sequence that shows how the wet detention basin will be protected from sediment until the
entire drainage area is stabilized.
MW
A�"'t`�J
7. The supporting calculations.
t
4444, ���
8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
X-tla` t"J
Mwj
9. A copy of the deed restrictions (if required).
+ems s u'" r'«� • 10. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. County
soil maps are not an acceptable source of soils information.
Form SW401-Wet Detention Basin -Rev .8-9117/09 Part III, Required Items Checklist, Page 1 of 1

Reviewed:
A
North Carolina Department of Environment and submit:._
Natural Resources
NCDENR Request for Express Permit Review Time
Confirm:
FiLL-iN all the information below and CHECK the Permit(s) you are requesting for express review. Call and Email the completed form to the
Permit Coordinator along with a completed DETAILED narrative, site plan (PDF file) and vicinity map (same items expected in the application
acp kage of the project location. Please include this form in the application package.
• Asheville Region -Alison Davidson 826-296-4698;[e-mail]
• Fayetteville or Raleigh Region -David Lee 919-791-4203; [e-mail]
• Mooresville & Winston Salem Region - Patrick Grogan 704-235-2107 or [e-mail]
• Washington Region -Lyn Hardison 252-948-3842 or l n.hardison@ncdenr. ov
• Wilmington Region -Janet Russell 910-796-7302 or [e-mail]
• Wilmington Region -Cameron Weaver 910-796-7303 or [e-mail]
NOTE. Project application received after 12 noon will be stamped in the following work day.
Enter Related SW
Permits of Request
SW
SW
SW
SW
suv
Project Name: SCOTCH HALL PRESERVE PUD PHASE 2 MODIFICATION County: BERTIE
Applicant: ROSE TUMMARELLO, CFO Company: RIAL CORPORATION
Address: 55 BEATTIE PLACE SUITE 100 City: GREENVILLE, State: SC Zip: 29601
Phone: [phone], Fax: _ Email: @
Physical Location:101 VILLA WAY MERRY HILL NC
Project Drains into ALBEMARLE SOUND waters - Water classification &NSW (for classification see-
h1tp://h2o.enr.state.nc.us/bimstreports/reportsWB.html)
Project Located in CHOWAN River Basin. Is project draining to class ORW waters? N, within �/2 mile and draining to class SA waters N or within 1 mile
and draining to class HQW waters? N
Engineer/Consultant: DEREK DAIL Company: QUIBLE & ASSOCIATES, PC EXPRESS
Address: PO DRAWER 870 City: KITTY HAWK, State: NC Zip: 27949-_
Phone: [phone], Fax: [phone], Email: [e-mail] APR 18 2012
SECTION ONE: REQUESTING A SCOPING MEETING ONLY
❑ Scoping Meeting ONLY ® DWO, ❑ DCM, ® DLR, ❑ OTHER: NC DENIM
SECTION TWO: CHECK ONLY THE PROGRAM (S) YOU ARE REQUESTING FOR EXPRESS PERMITTING
❑ 401 Unit ❑ Stream Origin Determination: _ # of stream calls — Please attach TOPO map marking the areas in questions
❑ InlermittentlPerennial Determination: _ # of stream calls — Please attach TOPO map marking the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Wetland L_linear ft or _acres)
❑ Riparian Buffer Authorization ❑ Minor Variance ❑ Major General Variance
® State Stormwater ❑ General ❑ SFR, ❑ SFR < 1 ac. ❑ Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility ❑ Other
❑ Low Density ❑ Low Density -Curb & Gutter _ # Curb Outlet Swales ❑ Off -site [SW , (Provide permit #)j
® High Density -Detention Pond 2 # Treatment Systems ❑ High Density -Infiltration _ #Treatment Systems
❑ High Density -Bio-Retention — # Treatment Systems ❑ High Density -SW Wetlands _ # Treatment Systems
❑ High Density -Other _ # Treatment Systems / ® MOD:❑ Major ❑ Minor ❑ Plan Revision ❑ Redev. Exclusion SW {Provide permit)
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
® Land Quality ® Erosion and Sedimentation Control Plan with 51 acres to be disturbed.(CK # (for DENR use))
SECTION THREE - PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both scoping and express meeting request]
Wetlands on Site ❑ Yes ® No
Wetlands Delineation has been completed: ® Yes ❑ No
US ACOE Approval of Delineation completed: ❑ Yes ❑ No
Received from US ACOE ❑ Yes ❑ No
Buffer Impacts: ❑ No ® YES: <lacre(s)
Isolated wetland on Property ❑ Yes ® No
404 Application in Process w/ US ACOE: ❑ Yes ® No Permit
Fur DEINIZ use only
Fee Split for multiple permits: (Check # - t.t Total Fee Amount $
SUBMITTAL DATES
Fee
SUBMITTAL DATES
Fee
CAMA
$
Variance (❑ Maj; ❑ Min)
$
SW (❑ HD, ❑ LD, ❑ Gen)
$ . t+
401:
$
LOS
$ {'
Stream Deter,_
$
NCDENR EXPRESS June 2011

Permit No. 5W 1 Zo Iv'�'
(to be provided by D WO)
EXPRESS
_
NCDENR
JAN 17 2012 o�0FWArk9,
NC ®ENR
o c
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Pail III`) must be printed, fitted out and submitted along with all of the required information. f
I. PROJECT INFORMATION
Project name Scotch Hall Preserve PUD, Phase 2
Contact person Michael W. Strader, Jr., P.E.
Phone number 252-261.3300
Date 1fQW2
Drainage area number 1
11. DESIGN INFORMATION
Site Characteristics
Drainage area
1,403,950 f12
lmpervious area, post -development
364,508 rye
% impervious
25.96 %
.
Design rainfall depth
1.5 in
Storage Volume: Nan -SA Waters
Minimum volume required
70,961 rya
OK
Volume provided
97,263 g3
OK, volume provided is equal to or in excess of volume requlred.
Storage Volume: SA Waters \
1.5' runoff volume
Pro -development 1-yr, 24-hr runoff
Post-developmenl 1-yr, 24-hr runoff ppp j�
Minimum volume required
Volume provided \
Peak Flow Calculations (�U
r ufrdd Is the preipost control of the 1yr 24hr storm peak flow ?
1-yr, 24-hr rainfall depth
Raliona4 C, pre -development
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
Pormanent pool elevation
SHWT elevation (approx. at the pe . pool elevation)
Top of 10ft vegetated shelf elevatio
Bottom of 1 Oft vegetated shelf el alion
Sediment cleanout, top elevati (bottom of pond)
Sediment cleanout, bottom el alion
Sediment storage provided
Is there additional volume stored above the stale -required temp. pool?
Elevation of the top of the additional volume
ft3
ft3
ft3
ft3
Lit
n (Y or N)
3.2 in
0,25 (unitless)
0.40 (unitlessJ
0.14 inthr OK
1,02 fl3iseC
1.74 0sec
0.72 It3lsec
12.00 fmsl
10.10 fmsl
10.10 tmsl
10.60 tmsl
9.60 fmsl Data not needed for calculation option 91, but OK it provided.
6.00 fmsl
5,00 fmsl Data not needed for calculation option #1, but OK if provided.
1,00 If
y (Y or N)
12.0 fmsl OK
Form SMC1-Wet Detention Basin-Rev8.9lt7/09 Parts I. $ II. Design Summary, Page 1 of 2

Permit
(ro be provided by Di
II. DESIGN INFORMATION
Surface Areas
Area, temporary pool 57,676 ft2
Area REQUIRED, permanent pool 42,961 ft'
SAIDA ratio 3.06 (unitless)
Area PROVIDED, permanent pool, Amu p, 44,486 ft2 OK
Area, bottom of 1 off vegetated shelf, Aw shell 37,0971
Area, sediment cleanoul, Sap elevation (bottom of pond), A x_p d 25,505 ft'
Volumes
Volume, temporary pool
97,263 ft'
OK
Volume, permanent pool, V,,,,,_Wo,
146,829 fl3
Volume, forebay (sum of €orebays if more than one forebay)
26,995 ft'
Forebay % of permanent pool volume
18.4% %
OK
SAIDA Table Data
Design TSS removal
90 %
Coastal SAIDA Table Used?
Y (Y or N)
MountaKiP'iedmont SAIDA Table Used?
N {Y or N)
SAIDA ratio
3.06 {unitless)
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10.2b)
Y {Y or N)
Volume, permanent pool, V,, P,
146,829 tt3
Area provided, permanent pool, APB, p,,
44,486 ft2
Average depth calculated
3.30 It
OK
Average depth used in SAIDA, d,,, (Round to nearest 0.5ft)
3.5 it
OK
Calculation option 2 used? (See Figure 10-2b)
N (Y or N)
Area provided, permanent pool, Ape. ..,
44,486 It
Area, bottom of 10ft vegetated sheif, Abt_o,m
37,097 ft2
Area, sediment cleanout, top elevation (bottom of pond), Abapond
25,505 It
"Depth" (distance blw bottom of 1 Oft shelf and top of sediment)
3.60 ft
Average depth calculated
ft
Average depth used in SAIDA, da„ (Round 10 nearest 0.5ft)
ft
Drawdown Calculations
Drawdown through orifice?
y {Y or N)
Diameter of orifice (i€ circular)
4.00 in
Area of orifice (if -non -circular)
in'
Coefficient of discharge (CD)
0,60 {unitless)
Driving head (Ho)
0,60 It
Drawdown through weir?
(Y or N)
Weir type
(unitless)
Coefficient of discharge (C„,)
(unitless)
Length of weir (L)
It
Driving head (HJ
ft
Pre -development 1-yr, 24-hr peak flow
1.02 ft3lsec
Post -development 1-yr, 24-hr peak flow
1.74 ft'/sec
Storage volume discharge rate (through discharge orifice or weir)
0.33 ft3lsec
Storage volume drawdown time
2.46 days
OK, draws down in 2-5 days.
Additional Information
Vegetated side slopes
3 :1
OK
Vegetated shelf slope
10 :1
OK
Vegetated shelf width
10.0 It
OK
Length of f4owpalh to width ratio
3 :1
OK
Length 10 width ratio
3.0 :1
OK
Trash rack for overflow & o6fice?
Y (Y or N)
OK
Freeboard provided
3.0 ft
OK
Vegetated filter provided?
N (Y or N?
OK
Recorded drainage easement provided?
Y {Y or N)
CK
Capures all runoff a1 ultimate build -out?
Y {Y or N)
OK
Drain mechanism for maintenance or emergencies is:
Pump
Form SW401-Wet Detention Basin-Rev.8-9117109
Parts I. & II. Design Summary, Page 2 of 2

Permit No. ` ]W_712Z)ftv
fro be provided by Dwbf
NCDENR
EXPRESS
RESS
JAN 17 2012
NC DENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Hems Checklist (Part Ill) must be printed, filled out and submitted along with aff of the required information.
I. PROJECT INFORMATION
Project name Scotch Hall Preserve PUD, Phase 2
Contact person Michael W. Slrader, Jr., P.E.
Phone number 252.261-3300
Date 114i2012
Drainage area number 2 /
II. DESIGN INFORMATION
Site Characteristics
Drainage area
1,406,667 ft2 ✓
Impervious area, post -development
617,533 ftZ
% impervious
43.90 %
Design rainfall depth
1.5 in
/equaless
Storage Volume: Nan -SA Waters
Minimum volume required
99,485 ft3 OK
Volume provided
153,501 ft3
OK, volu of volume required.
Storage Volume: SA Waters
1.5" runoff volume ft3
Pre -development 1-yr, 24-hr runoff ft3
Post -development 1-yr, 24-hr runoff ft3
Minimum volume required ft3
Volume provided v \ 3
Peak Flow Calculations \
Is the pre/post control of the 1 yr 24hr storm peak flow required?
1-yr, 24-hr rainfall depth
Rational C, pre -development
Rational C, post -development
Rainfall intensity: 1-yr, 24-hrstorm
Pre-dovelopment 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/(boltoot
Top of 1 Oft vegetated shelf eleva
Bottom of 10ft vegetated shelf ele
Sediment cleanout, top elevationSediment cleanout, bottom eleva
Sediment storage provided
Is there additional volume stork above the state -required temp. pool?
Elevation of the top of the additional volume
(Y or N)
3.2 in
0.31 (unitless)
0.57 (unitless)
0.14 irVhr OK
1.02 ft3lsec
1.74 ft3lsec
0.72 fl3lsec
12.00 fmsl
10.70 fmsl
10.70 imsl
11.20 fmsl
10.20 lmsl Data not needed for calculation option ff1, but OK if provided.
6.00 fmsl
5,00 fmsl Data not needed for calculation option q1, but OK it provided,
1.00 ft
y (Y or N)
12.0 fmsl OK
Form SW401-Wet Detention Basin-Rev.8-9117109 Parts I. & II. Design Summary, Page 1 of 2

Permit
(to be provided by DWO)
II, DESIGN INFORMATION
Surface Areas
Area, temporary pool 123,855 112
Area REQUIRED, permanent pool 69,489 fl2
SAIDA ratio 4.94 (unitless)
Area PROVIDED, permanent pool, Awm" 110,941 1 OK
Area, bottom of 1 Oft vegetated shelf, Ate, yea 77,441 fe
Area, sediment cleanout, top elevation (bottom of pond), Ab,,-pond 61,827 ft'
Volumes
Volume, temporary pool
153,501 ft'
OK
Volume, permanent pool, Vpg._ppp,
446,788 ft'
Volume, forebay (sum of forebays if more than one forebay)
115,720 h'
Forebay % of permanent pool volume
25.9% %
Y yBiumNwLTI P� pR E$rAYS; O k
SAIDA Table Data
Design TSS removal
90 %
Coastal SAIDA Table Used?
Y (Y or N)
MounlalNPiedmont SA)DA Table Used?
N (Y or N)
SAIDA ratio
4.94 (unilless)
Average depth (used in SA)DA table):
Calculation option 1 used? (See Figure 10.2b)
Y (Y or N)
Volume, permanent pool, Vperm_rooi
446,788 it
Area provided, permanent pool, ApeR p°a
110,941 12
Average depth calculated
4.02 ft
OK
Average depth used in SAIDA, day, (Round to nearest 0.5h)
4.0 It
OK
Calculation option 2 used? (See Figure 10-21
N (Y or N)
Area provided, permanent pool, Aperm pod
110,941 RZ
Area, bottom of 1 Oft vegetated shelf, Ate, snee
77,441 ft'
Area, sediment cleanoul, tap elevation (bottom of pond), Advi pad
61,827 It'
'Depth' (distance i bottom of 1 Oft shelf and tap of sediment)
4.20 ft
Average depth calculated
It
Average depth used in SA)DA, d.., {Round to nearest 0.5fl)
ft
Drawdown Calculations
Drawdown through orifice?
y (Y or N)
Diameter of orifice (if circular)
5.00 in
Area of orifice (if -non -circular)
in'
Coefficient of discharge (CD)
0.60 (unilless)
Driving head (1
0.43 It
Drawdown through weir?
n (Y or N)
Weir type
(unilless)
Coefficient of discharge (C.)
(uniliess)
Length of weir (L)
It
Driving head (H)
h
Pre -development 1-yr, 24-hr peak flow
1.09 fl3Isec
Post -development t-yr, 24•hr peak flaw
2.48 fl'/sec
Storage volume discharge rate (through discharge orifice or weir)
0.43 ft3/sec
Storage volume drawdown time
2.67 days
OK, draws down in 2-5 days.
Additional Information
Vegetated side slopes
3 :1
OK
Vegetated shelf slope
10 :1
OK
Vegetated shelf width
10.0 ft
OK
Length of fiowpalh to width ratio
4 :1
OK
Length to width ratio
3.8 :1
OK
Trash rack for overflow & orifice?
y (Y or N)
OK
Freeboard provided
3.0 h
OK
Vegetated filter provided?
n (Y or N)
OK
Recorded drainage easement provided?
y (Y or N)
OK
Capures all runoff a1 ultimate build -out?
y (Y or N)
OK
Drain mechanism for maintenance or emergencies is:
pump
Form SW401-Wet Detention Basin-Rev.8-9/17/09
Parts I. & II. Design Summary, Page 2 of 2

EXPRESS
JAN l 7 2012 High Density Residential Subdivisions
Deed Restrictions & Protective Covenances
NC ®ENR
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, Rose Tummarello , 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 GW 7 l ZU \0,6 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 #
BUA
Lot #
BUA
Lot #
BUA
Lot #
BUA
1
5,084
45
4,492
89
3,710
133
4,230
2
4,298
46
4,084
90
4,026
134
5,803
3
3,960
47
4,084
91
4,174
135
5,862
4
3.960
48
4,084
92
5,147
136
6,037
5
3,960
49
44084
93
5,659
137
6,279
6
3.960
50
4,084
94
3,651
138
6,295
7
3,960
51
44518
95
3,812
139
6,201
8
3,960
52
4.075
96
3,603
140
6,109
9
3,960
53
4,075
97
7,833
141
55,978
10
3,960
54
4,075
98
7,280
142
6,561
11
4,290
55
4,075
99
5,266
143
8,373
12
3,960
56
4,075
100
4,975
144
10,975
13
3,960
57
4,075
101
4,727
145
5,566
14
3,960
58
4,075
102
4,971
146
4,518
15
4,290
59
4,359
103
4,821
147
5,255
16
4,290
60
4,045
104
4,320
148
6,719
17
4,430
61
4,091
105
4,320
149
5,117
18
4,598
62
4,091
106
4,716
150
4,215
19
4,749
63
4,091
107
4,899
151
3,960
20
3,947
64
4,091
108
4,899
152
4,144
21
3�782
65
4�
109
5,936
153
4,288
22
3,501
66
3,980
110
5,922
154
4,288
23
3,614
67
4,407
111
7,356
155
4,116
24
3,375
68
4,103
112
6,040
156
4,260
25
3,026
69
4,103
113
6,031
157
4,260
26
2,941
70
4,103
114
5,981
158
4,075
27
2,866
71
4,504
115
5,935
159
4,329
28
3,125
72
3,504
116
5T�,933
160
4.212
29
5,956
73
3,358
117
5,934
161
4,212
30
6,114
74
3,219
118
5,937
162
4,375
31
5,992
75
4,163
119
4,290
163
4,375
32
5,947
76
6,088
120
3,960
164
4,202
33
5,951
77
5,941
121
3,960
165
3.860
34
5,956
78
5,938
122
3,960
166
5,047
35
5,956
79
5,936
123
3,960
167
6,651
36
5,952
80
5,937
124
3,960
168
3,829
37
5,946
81
5,938
125
4,542
169
4,270
Form DRPC-3 Rev.2 05Nov2009 Page I of 3

7
High
Density
Residential Subdivisions
Deed
Restrictions & Protective Covenances
38
6,724
82
3,960
126 4,966 170
4,301
39
6,447
83
3,960
127 5,587 171
4,243
40
6,120
84
3,960
128 jjg6 172
4,172
41
44,540
85
3,960
129 4,585 173
4,323
42
4,097
86
3,960
130 5,079
43
4,097
87
3,960
131 4,726
44
4,097
88
5,895
132 4,150
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.
Form DRPC-3 Rev.2 05Nov2009 Page 2 of 3

High Density Residential Subdivisions
Deed Restrictions & Protective Covenances
8. All runoff from the Built -upon areas on the lot must drain into the permitted system. This may be
accomplished through a variety of means including roof drain gutters which drain to the street, grading
the lot to drain toward the street, or grading perimeter swales to collect the lot runoff and directing them
into a component'of the stormwafer collection system. Lots that will naturally drain into the system are
not required t-Xyrov,! -t e additional measures.
Signature:_- _ --Date:'-
1, lrccn uM a Notary Public in the
State of �3t_o ���k County of 00e.cn s
do hereby certify that 0., personally appeared
before me this the day of ._ _� (-AVC.X-r , 20 }2 -, and acknowledge
the due execution of the foregoing instrument. Witness my hand and official seal,
SEAL
Signature
12 yl� 15 VINCENT $HUM
My Commission expires L ° NOTARY PUBLIC, STATE OF NEW YORK
NO.01 "179513
QUALIFIED IN QUEENS COUNTY
COMMISSION EXPIRES DEC. 24, 20.! r
Form DRPC-3Rev.2 05N�oovv2009 Page 3 of 3
k

EXPRESS
JAN 17 2012
1'ertnit Number: I;"Vli k -Z0 l d
�1 g��
(to be provided by DIVO)
NC®ENR Drainage Area Number: 2
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
of structures, safety of the public, and the removal efficiency of the BMP.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
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 4

Permit Number:
(to be proi,ided br DIVQ)
Drainage Area Number: Z
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 s ra in .
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 plants 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 sedimentand
storage depth.
dispose of it in a location where it
will not cause impacts to streams or
the BM I'.
Algal growth covers over
Consulta 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 01.4

Permit Number:
(to be provided ln- r�r�Q)
Drainage Area Number: 2
BMP element:
Potentialproblem:
How l 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 re air. 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 shaII be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads 4.70 feet in the main pond, the
sediment shall be removed.
When the permanent pool depth reads 4.70 feet in the forebay, the sediment
shall be removed.
BASIN DIAGRAM
(Jill in the blanks)
0 Permanent Pool Elevation 10.70 ✓
Sediment Removal 6_0 ---------y----- ----
---- - Pe manen Pool
------ -- Volume Sediment Removal Elevation 6.0 ✓ Vo]ume
-------------- - - _
Bottom Elevatiot 5.0 -FtMin . -------- -
Sediment Bottom Elevation 5.0 t/ 141 n.
Storage Sedimen
Storage
FOREBAY MAIN POND
Form SW401-Wet Detention Basin O&M-Rev-4
Page 3 of 4

Permit Number:
(to be provided by DWQ)
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:Scotch Hall Preserve PUD, Phase 2
BMP drainage area number:
Print name:Rose Tummarello - Rial Corporation
Title:CFO
Address:55 Beattie Place, Suite 100, Greenville, SC 29601
P
S
C
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.
,M ^ "J
M , a Notary Public for the State of
County of ttn J. , do hereby certify that
personally appeared before me this 3
day of ��� „may 2�12 , and acknowledge the due execution of the
forgoing 2weldetention b auUei1qnce requirements. Witness my hand and official
seal,
VINCENT SHUM
NOTARY PUBLIC, STATE OF NEW YORK
NO- 01 SH6179513
QUAIJFIEO IN QUEENS COUNTY
COMMISSION EXPIRES DEC. 24,20L
SEAL
My commission expires 121241b1.5�
Form W401-Wet Detention Basin O&M-Rev.4 Page 4 of 4

EXPRESS
JAN 17 2012
Permit Number: S-WD l20 1n (,_
(to he provided bt- DIVQ)
Draiinage Area Number: I
WIMMe n 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
of structures, safety of the public, and the removal efficiency of the BMP.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check ogre):
® 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 prescilt.
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
Ion
approximately six inches,
Form SW401-Wet [detention Basin 0&:M-Rev.4 Page l oF4

Permit Number:
(!o he proi,ided by Ulf'Q)
Drainage Area Number: I
BMP element.
Potentialproblem-
How I will remediate the roblem:
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 accumulates! 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 problerns.
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
hea Ith.
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 plants 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
%vith pesticide (do not spray).
the basin surface.
Dorm SW401-Wet Detention Basin O&M-RevA I'age 2 of

Permit Number:
(to he provided br DiVQ)
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 9.10 feet in the main pond, the
sediment shall be removed.
When the permanent pool depth reads _5.10 feet in the forebay, the sediment
shall be removed.
Sediment Removal
Bottom E
BASIN DIAGRAM
(fill in the blanks)
5_0 � Pe ntanenN
--------------- -- VOIUmC
i 4_0 -It Min.
It
Storage
FOREBAY
Permanent Pool Elevation 10.10 r
Pool
-Sediment Removal Elevation-6.0- Volume
---- ----J -- _
Bottom Elevation 5.0 V - I---t n.
Sediment
Storage
MAIN POND
Form SW401-Wet Detention Basin O&M-Rev.4 Page 3 of'4

Permit Number:
(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. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:Scotch Hall Preserve PUD Phase 2
BMP drainage area number:
Print name:Rose Tummarello - Rial Corporation
Titic:CF0
Address:55 Beattie Place, Suite 100, Greenville, SC 29601
Phon
Signz
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.
I, I',,c.J S, qu, , a Notary Public for the State of
County of Qvl�ns _, do hereby certify that
oswvren(-rV—l10 personally appeared before me this 3
day of �„uw� , 2c2l'Z , and acknowledge the due execution of the
forgoing wet detention bas' maintenance requirements. Witness my hand and official
seal,
WNCENT SHUM
NDTARY PUBLIC, STATE OF NEW YORK
NO.01 SH5179513
QUALIFIED IN QUEENS COUNTY
COMMISSION EMRES DEC. 24, 201.
SEAL
My commission expires 1'Z1 Z_g1Iolr
Form SW40I-Wet Detention Basin O&M-Rev.4 Page 4 of 4

WET DETENTION POND ANALYSIS - ALL RULES
FILE NAME:
S:IWQSISTORMWATERIEXCELSPREADSHEETSIPONDI120108
PROJECT #: SW7
120106
REVIEWER: Samir
Initial Run Date 0.00
PROJECT NAME:
Scotch Hail Preserve PUD, Phase 2, Pond 'Last modified 19-Jan-12
Receiving Stream:
Drainage Basin:
Chowan River
Chowan
Class: B• NSW
Within 112 mile SrNY or N
Index No. 25.00
Site Area
Q)Drainage Area
50.74
acres
square feet
DA Area
32.23 acres
1403950.00
2008
Rules- "2008" or "Ph2"
IMPERVIOUS AREAS - BUA
Runoff C
Buildings
264844.00 square feet
1
user input rec
Street
47012.00 square feet
0.98
formula
SW
7750.00 square feet
0.95
Future
square feet
Offsite
square feet
??
Other
44902.00 square feet
1
(BUA at Jiff. DS® _
TOTAL
i square feet
364508.00 square feet
SURFACE AREA CALCULATION with added DA and B diff.v�Uu?�GiG
I
Overall %Impervious rent design stonn
25,96%SA/DA Ratio 3.06%
Average Design Depth 3 feet Req. SA 42904 sf
TSS, 85 or 90: 90 % Prov. SA 44486 sf
Drainage Area®
BUA
Post development Rv=
Old BUA Design Storm
Old BUA Design Volume
1.5" New BUA Design Storm Volume
1 yr. 24 hour precipitation depth (inches)
Predevelopment Rv value
1 yr. 24 hr. Pre -development volume
1 yr. 24 hr. Post -development volume
364508.00 0.00 sf
0.284 #DIV/0l unitless
inches
3.20 from NOAA chart
0.06 Use 0.05 ff no existing BUA
18719 cubic feet
106201 cubic feet
2008 Design Volume
Phase 2 Design Volume
Required Volume
Top of Sediment
Bottom of Shelf
Permanent Pool
Top of Shelf
Temporary Pool
Volume met at eiev
49782
1 cubic feet
Icubic feet
cf
msl ........
msl.........
msl.........
msl........ .
msl.........
msl
49782
49782
6.00
9.60
10.10
10.60
12.00
11.38
Vol. Prov. at TP 1 97094.70 j cf ,
feet = 13.60
j Area, sf I Inc._volume l Acc. volume
1 25505.00 1 0.00 1 0.00
44486.00 0.00 0.00
48000.00 23121.50 23121.50
57676.00 73973.20 97094.70
Perm. Pool Volume=
Req. Forebay Volume=
Provided Volume=
Percent=
Max Pump HP
26995.00
ORIFICE CALCULATION
Average Head
0.58
feet
02 Area =
11.33
sq. inches
Flow 02. cfs
0.288
cfs
Q5 Area =
4.53
sq. inches
Flow 05, cfs
0.115
cfs
Orifice Area =
12.57
sq. inches
No. of Orifices
1
Av . Flow Q=
0.319
cfs
Diameter, inches
4.00
or weir H x W
in x
in
Drawdown =
1.8
days
W of end contractions, N =
1 yr 24 hr intensity, Whir
NOAA chart @
discharge coefficient, CRunoff
Coefficient
�44
unitless
Effective weir length, L1
yr 24 hr peak Q
2cfs
Orifice flow0yr24hr ?
rs-0r--

R,,NlrLbt%:f;(r
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) a;t : �!I 1
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>1.' �1- i4 4'
U:fi't;t;ra � �
I �
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# trs;, crJ� (`k74Jjt�C6k`•IJ2 ;t: -
t—
1
- --------•1
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`3,�a: _�`�
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WET DETENTION POND ANALYSIS - ALL RULES
FILE NAME: S:IWQSISTORMWATERIEXCELSPREADSHEETSIPOND1120106
PROJECT* SW7 120106 REVIEWER: Samir
Initial Run Date 0.00
PROJECT NAME: Scotch Hall Preserve PUD, Phase 2 Pond 2 Last modified 19-Jan-12
Receiving Stream: Salmon Creek
Drainage Basin: Chowan
Class: _�C NSW
Within 1/2 mile SrN 1Y or N
Index No. 1.00
Site Area
Drainage Area
1 50.74
acres
square feet
DA Area 32.29 acres
1406667.00
Rules- "W08" or "Ph2"
2008
IMPERVIOUS AREAS - BUA
Runoff C
Buildings
448265.00
square feet
1 user input rec
Street
100480.00
square feet
0.98 formula
SW
13380.00
square feet
0.95
Future
square feet
Offsite
square feet
7?
Other
55408.00
square feet
_
{BUA at dill. 6Sm
square feet
TOTAL
617533.00
square feet
SURFACE AREA CALCULATION (with added DA and 13UA at different design at rm) a gr c��c-5 `'
S � U k, Ve- u,._ �, �� . �Q�V Zvi
Overall % Impervious 43.90° DA Ratio 4.93% 5
Average Design Depth 3 et Req. SA 69335 sf
TSS, 85 or 90: 90 % Prov. SA 110941 Isf
TEMPORARY POOL AND FOREBAY VOLUME CALCULATIONS
New BUA I Old BUA
Drainage Area®
1406667.00
sf
BUA
617533.00
0.00
sf
Post development Rv=
0.445
#DIV/0!
unitless
Old BUA Design Storm
inches
Old BUA Design Volume
0.
1.5" New BUA Design Storm Volume
78264
1 yr. 24 hour precipitation depth (inches)
3.20
from NOAA chart
Predevelopment Rv value
0.05
0.05 if no existing BUA
1 yr. 24 hr. Pre -development volume
18756
bic feet
Ebic
1 yr. 24 hr. Post -development volume
166963
feet
2008 Design Volume
76264
cubic feet
Phase 2 Design Volume
78264
cubic feet
Required Volume
78264
cf
Area sf
Inc. volume
Acc. volume
Top of Sediment
6.00
msl .........
0.00
0.00
Bottom of Shelf
10.20
msl..........
0.001
0.00
Permanent Pool
10.70
msl... :.....
110941.00
0.00
0.00
Top of Shelf
11.20
msl.........
116000.00
56735.25
56735.25
Temporary Pool
12.00
msl.........
123855,00
95942.00
152677.25
Volume met at elev
11,76
msl
1cf
FOREBAY
Vol. Prov. at TP
152677.25
Perm. Pool Volume=
446788
Req. Forebay Volume=
89358
V/
Provided Volume
115730:00_
Percent --
Calculated Average Depth, feet =
#D1V/01
IMax Pump HP
ORIFICE CALCULATION
Average Head
Flow Q2, cfs
Flow 05, cfs
No. of Orifices
Diameter, inches
Drawdown =
1 yr 24 hr intensity, inthr
Runoff Coefficient
1 yr 24 hr peak Q
Orifice flow<1yr24hr?
feet
cfs
cfs
or weir H x W
days
NOAA chart @t
unitless
cfs
Q2 Area r 22.45
Q5 Area = 8.98
Orifice Area = 19.63
Av . How Q= 0.396
in x
'# of end contractions, N
discharge coefficient, C
Effective weir length, L
sq. inches
sq. inches
sq. inches
cfs
0.36
0.453
0.181
1
5.00
2.3
0.14
0.54
2,43
YES -OK
in
�} K
K