SW8070834_Current Permit_20161028

PAT McCRORY
!VC Governor
DONALD R. VAN DER VAART
Secretary
Energy,Mineral& TRACY DAVIS
Land Resources Director
ENVIRONMENTAL QUALITY
October 28,2016
Costa Alexiou,Manager
DSSII Holding Co.,LLC, Manager
Stars&Stripes 2I,LLC
1123 Zonolite Road, Suite 30
Atlanta, GA 30306
Subject: Permit Transfer under SL 2013-121 and Notice of Inspection
State Stormwater Management Permit No. SW8 070834
San Rio Phases 2 and 3
Brunswick County
Dear Mr. Alexiou:
Effective August 1,2013 the State Stormwater program was transferred from the Division of Water
Quality(DWQ)to the Division of Energy,Mineral and Land Resources(DEMLR). All previous
references to DWQ will remain in older stormwater permits issued prior to August 1, 2013 until they are
modified. Please note that the attached updated permit now references DEMLR as the Division
responsible for issuance of the permit
On October 6,2016,the Wilmington Regional Office received a complete application request to transfer
ownership of the subject state stormwater management permit under the provisions of Session Law 2013-
121. Staff of DEMLR inspected the project and reviewed the available documentation, and determined
that the project is currently not in compliance with the terms and conditions of the state stormwater
permit. The permittee shall construct and/or restore the existing permitted stormwater control measures to
design condition prior to beginning any additional development work or home construction.
The Division has determined that the provisions of SL 2013-121 have been met as indicated by the
supporting documents and findings listed below:
1. The successor-owner of the property has submitted a written request for the transfer of the permit.
Reference is made to the attached signed Name/Ownership Change Form;
2. The original permit holder,Sandler at Shallotte,LLC,was lawfully and finally divested of title to
the property on which the permitted activity is occurring.Reference is made to File#09 CVS 126
filed in Brunswick County Superior Court,
3. The successor-owner holds title to the property on which the permitted activity is occurring.
Reference is made to the deed recorded on September 19,2014 in DB 3567 at PG 1248.
4. The successor owner has not proposed any substantial changes to the permitted activity.
5. The updated permit does not impose new or different terms—it merely restates some of the
previous terms to provide you with a better understanding of your obligations under the permit.
Certain errors and omissions in the permit were corrected to accurately reflect the permitted
condition.
By signing the Name/Ownership Change Form and acknowledging receipt of a copy of the permit,which
includes the application and supplement forms,you have accepted the responsibility for complying with
the terms and conditions outlined in this permit, including the correction of the deficiencies and actions
noted above. The Division is hereby notifying you that the subject permit has been transferred on
October 28,2016 per the requirements of SL 2013-121, and to remind you that this permit shall be
effective until October 19,2021,For your records,please find enclosed an updated permit, a copy of the
inspection report,and a copy of the Name/Ownership Change form
State of North Carolina I Environmental Quality I Energy,Mineral and Land Resources
Wilmington Regional Office 1127 Cardinal Drive Extension I Wilmington,NC 28405
910 796 7215

State Stormwater Permit No. SW8 070834
Page 2 of 2 ,
Please keep the permit on file at all times. Please be aware that the project's built-upon area and
stormwater controls must be built and maintained in compliance with the permit documents and the
approved plans. Maintenance of the approved system shall be performed in accordance with the signed
Operation and Maintenance agreement. Any modifications to this project must be submitted to DEMLR
and approved prior to construction. The issuance of this approval does not preclude you from complying
with all other applicable statutes,rules,regulations or ordinances, which may have jurisdiction over the
proposed activity, and obtaining a permit or approval prior to construction.
If you have any questions concerning the requirements of the permit or need additional copies of the
permit or approved plans, please do not hesitate to call Linda Lewis with DEMLR in the Wilmington
Regional Office at(910) 796-7215.
Sincerely,
X,Tracy Davis,P.E.,Director
Division of Energy,Mineral and Land Resources
GDS/arl: \\\Stormwater\Permits&Projects\20071070834 HD12016 10 permit 070834
cc: Wilmington Regional Office Stormwater Permit File
State of North Carolina j Environmental Quality I Energy,Mineral and Land Resources
Wilmington Regional Office 1 127 Cardinal Drive Extension Wilmington.NC 28405
910 796 7215

State Stormwater Management Systems
Permit No. SW8 070834
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
Stars & Stripes 21, LLC
San Rio Phases 2 and 3
Gray Bridge Road, Brunswick County
FOR THE
construction, operation and maintenance of an overall low density subdivision with curb
outlet swales (Phase 3) and three (3) wet detention ponds for the area of higher density
(Phase 2), in compliance with the provisions of 15A NCAC 2H .1000 (hereafter referred
to as the "stormwater rules") and the approved stormwater management plans and
specifications and other supporting data as attached and on file with and approved by
the Division of Energy, Mineral and Land Resources (DEMLR or Division) and
considered an enforceable part of this permit.
This permit shall be effective from the date of issuance until October 19, 2021 and shall
be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1 This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data. The Master permit under
SW8 070202 allows for the project to be overall low density (mixture of 25% and
30%) with treatment for the areas of higher density. Phases 2 and 3 of this
project are located within the portion of the overall project that drains to SC
waters.
2. Phase 2 of this project is approved as an area of higher density multi-family
development (condominiums and townhomes) with the collected stormwater
runoff managed by three (3) wet detention ponds as described in Design
Standard Condition 1.7 of this permit.
3. Phase 3 of this project is a 30% low density single family development with road
runoff treated in curb outlet swales designed as described in Design Standard
Condition 1.4 of this permit. The subdivision is permitted for 108 lots, each
allowed that maximum amount of built-upon area as listed in Schedule of
Compliance Condition 11.17 of this permit.
Page 1 of 8

State Stormwater Management Systems
Permit No. SW8 070834
4. Each of the permitted curb outlet swales shown on the approved Phase 3 plan
must be maintained at a minimum of 100' long, maintain 5:1 (H:V) or flatter side
slopes, have a longitudinal slope no steeper than 5%, carry the flow from a 10
year storm in a non-erosive manner, and maintain a dense vegetated cover.
5. The October 19, 2007 stamped approved plans and specifications for this project
are incorporated by reference and are enforceable parts of the permit.
6. All roof drainage from the multi-family buildings must be collected and directed
into the appropriate permitted wet detention pond system as shown on the
approved post-development drainage area plan.
7. The following design elements have been permitted for these wet detention pond
stormwater control measures, and must be provided in the system at all times.
Design Criteria Pond #1 Pond #2 Pond #3
a. Drainage Area, acres 4.56 3.45 24.39
Onsite, ft2 198,634 150,315 1,062,298
Offsite, ft2 None None None
Total Impervious Surfaces, ft2 100,893 90,432 578,350
(1) Buildings 32,224 33,517 258,865
(2) Roads/Parking 28,102 29,093 253,720
(3) Sidewalks 21,150 16,932 54,875
(4) Future 10,890 10,890 10,890
(5) Phase 1 8,527 0 0
c. Design Storm, inches 1 1 1
d. Pond Design Depth, feet 7 6 6
e. TSS removal efficiency 90% 90% 90%
f. Permanent Pool Elev., FMSL 15 15 8
g. Perm. Pool Surface Area, ft2 19,553 19,560 54,811
h. Permitted Storage Volume, ft3 122,573 122,675 431,326
i. Temporary Storage Elev., FMSL _ 18 18.2 11.8
j. Controlling Orifice, "0 pipe 2 1.5 3
k. Permitted Forebay Volume, ft3 10,406 14,638 51,005
I. Receiving Stream / River Basin Shallotte River/ LBR59
m. Stream Index Number 15-25-2-(7.5)
n. Classification of Water Body SC;HQW
o. Max. fountain horsepower 1/3 1/3 1
II. SCHEDULE OF COMPLIANCE
1. The approved stormwater control measures and the associated collection system
of pipes, swales, ditches and inlets shown on the approved plans shall not be
filled in, altered, piped, revised, relocated or resized, unless the permittee shall
have submitted a request to revise the plans and/or to modify the permit and
received approval from the Division prior to making any such changes.
2. The permittee is responsible for monitoring the project on a routine basis to verify
that the built-upon area within each of the project phases and for each permitted
stormwater control measure covered by this permit does not exceed the
maximum built-upon area allowed by this permit.
3. The permittee shall review all new single family lot construction plans and all
subsequent modifications and additions to the lot, for compliance with the
maximum assigned BUA limit for that lot. The plans reviewed must include all
proposed built-upon area, drainage (driveway piping & swales) and lot grading.
Page 2 of 8

State Stormwater Management Systems
Permit No. SW8 070834
4. 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. Redesign or addition to the approved amount of built-upon area for the
project or for any lot.
c. Further subdivision, acquisition, or sale of all or part of the project area
d. Filling in, altering, piping, revising, relocating, rerouting or resizing any of
the approved stormwater control measures (SCM's) or the stormwater
collection and conveyance system of pipes, swales and inlets shown on
the approved plan.
e. The construction of any future built-upon area allocated on the application.
f. The construction of permeable pavement for BUA credit.
5. The Director may determine that other revisions to the project should require a
modification to the permit.
6. All stormwater control measures and the runoff collection and conveyance
system, must be located in a drainage easement, a common area or a public
right-of-way. The final plats for the project will be recorded showing all such
required easements, common areas and rights-of-way, in the locations as shown
on the approved plans.
7. The permittee shall assure that access to the approved stormwater control
measures is maintained via appropriately recorded access easements to the
nearest public right-of-way.
8. 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.
9. The approved stormwater control measures shall be entirely constructed,
vegetated and operational for their permitted use prior to the construction of any
built-upon surface.
10. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
11. 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 the provisions of this permit, the
approved plans and specifications, and other supporting documentation attached
to this permit and on file with the Division. Any deviations from the approved
plans and specifications must be noted on the Certification.
12. !f 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.
13. Permanent seeding requirements for the stormwater control must follow the
guidelines established in the North Carolina Erosion and Sediment Control
Planning and Design Manual.
Page 3 of 8

State Stormwater Management Systems
Permit No. SW8 070834
14. 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.
15. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DEMLR. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
16. The permitted project stormwater control measures and built-upon areas shall be
constructed, operated and maintained in accordance with the conditions of this
permit, the approved plans and specifications, and other supporting data.
17. Prior to the sale of any single family lot in Phase 3, the following deed restrictions
must be recorded:
a. The following covenants are intended to ensure ongoing compliance with
State Stormwater Management Permit Number SW8 070834, 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.
e. Alteration of the drainage as shown on the approved plans may not take
place without the concurrence of the Division.
f. The maximum built-upon area per lot in Phase 3 is as follows:
Lot# Max. BUA(sf) Lot# Max. BUA (sf)
152-156, 161-168, 173- 3000 196-171 3800
179, 231, 234-259
157 3200 180-217, 220-228 4000
158, 172 3400 232-233 4600
159-160, 229-230 3600 218-219 5400
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, uncovered, open
slat decking, the water surface of swimming pools, a surface of#57 stone
laid at least 4 inches thick over a geotextile fabric, or a trail as defined in
NCGS 113A-85.
g. Built-upon area in excess of the permitted amount will require a permit
modification.
h. Within the Phase 3 low density project area, the use of piping shall be
limited to those minimum amounts shown on the approved plan to direct
street runoff into the curb outlet swale, and that minimum amount needed
to provide a driveway crossing for each lot.
Lot owners desiring to use permeable pavement to obtain BUA credit must
submit their application to the Division for approval.
Page 4 of 8

State Stormwater Management Systems
Permit No. SW8 070834
18. 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.
19. Prior to transfer of the permit, the project and the SCM's will be inspected by
DEMLR personnel. The project and each SCM 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.
20. 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, uncovered, open slat decking, the water surface of swimming pools, a
surface of#57 stone laid at least 4 inches thick over a geotextile fabric, or a trail
as defined in NCGS 113A-85.
III. GENERAL CONDITIONS
1 This permit is not transferable to any person or entity except after notice to and
approval by the Director. The permittee shall submit a completed and signed
Name/Ownership Change Form, accompanied by the supporting documentation
as listed on the form, to the Division of Energy, Mineral and Land Resources at
least 60 days prior to any one or more of the following events:
a. An ownership change including the sale or conveyance of the project area in
whole or in part, except in the case of an individual lot sale that is made
subject to the recorded deed restrictions;
b. The sale or conveyance of the common areas to a Homeowner's or Property
Owner's Association, subject to the requirements of Session Law 2011-256;
c. Bankruptcy;
d. Foreclosure, subject to the requirements of Session Law 2013-121;
e. Dissolution of the partnership or corporate entity, subject to NCGS 57D-2-
01(e) and NCGS 57D-6-07;
f. A name change of the current permittee;
g. A name change of the project;
h. A mailing address change of the permittee;
2. The permittee is responsible for compliance with all of the terms and conditions
of this permit until such time as the Director approves the transfer request.
3. Any individual or entity found to be in noncompliance with the provisions of a
stormwater management permit or the requirements of the stormwater rules is
subject to enforcement procedures as set forth in NCGS 143 Article 21.
4. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances which may be imposed by
other government agencies (local, state, and federal) which have jurisdiction.
5. In the event that the facilities fail to perform satisfactorily the Permittee shall take
immediate corrective action, including those as may be required by this Division,
such as the construction of additional or replacement stormwater management
systems.
6. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition.
Page 5 of 8

State Stormwater Management Systems
Permit No. SW8 070834
7. The Permittee grants permission to staff of the DEMLR to access the property for
the purposes of inspecting the stormwater control measures and the project's
built-upon areas during normal business hours.
8. The permittee shall maintain a copy of the approved plans and specifications on
file at all times.
Permit updated, transferred and reissued this the 28th day of October 2016.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
.cy Davi P.E., Direc or
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW8 070202MOD
Page 6 of 8

State Stormwater Management Systems
Permit No. SW8 070834
San Rio Phases 2 and 3 Page 1 of 2
Stormwater Permit No. SW8 070834
Brunswick County
Designer's Certification
I, , as a duly registered in
the State of North Carolina, having been authorized to observe (periodically/weekly/full
time) the construction of the project,
(Project)
for (Project Owner)
hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the project construction such that the construction was observed to be
built within substantial compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form are a part of this Certification.
Noted deviations from approved plans and specifications:
SEAL
Signature
Registration Number
Date
Page 7 of 8

State Stormwater Management Systems
Permit No. SW8 070834
Certification Requirements: Page 2 of 2
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built-upon area.
3. All the built-upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf, a
forebay, and the vegetated filter.
15. The required dimensions of the system are provided, per the approved
plan.
cc: NCDEQ-DEMLR Regional Office
Brunswick County Building Inspections
Page 8 of 8

State of North Carolina r §.....,..LztveR
Department of Environment and Natural Resources : y°:f�t ,..,n
Division of Water Quality i 4 tx C .;
BY:
STATE STORMWATER PERMIT NAME/OWNERSHIP CHANGE FORIdl
I. CURRENT PERMIT INFORMATION
1. Stormwater Management Permit Number: 5 �an ban 4- 11(3`1C)1.3y
2. Project Name: ,1%0-r- r4 \ 1 �A�-13 - �--t4� -cir e 24
3. Current Permit Holder's Company Name/Organization: -ak \r- ova �ha.\o- e t LLC_
4. Signing Official's Name: Title. 5OCi1� _C L c .
C-j(nOc 11-4- Cx O�1
5. Mailing Address: ,� V-41+9
City: State: Zip:
6. Phone: ( ) Fax: ( )
II. PROPOSED PERMITTEE / OWNER / PROJECT/ ADDRESS INFORMATION
This request is for: (please check all that apply)
El Name change of the owner (Please complete Items 1, 2 and 3 below)
❑ Name change of project (Please complete Item 5 below)
ni.Change in ownership of the property/company (Please complete Items 1, 2, 3, and 4 below)
Mailing address /phone number change. (Please complete Item 4 below)
El Other (please explain):
1. Proposed permittee's company name/organization. 7v531.iloldi n3 ColLL C..„ - �_` --
er
2. Proposed permittee's signin official's name: � L` 0-1 -ex) (�v ,,,
3. Proposed permittee's title: — >1e1cu.xice_. 1.4..E
4. Mailing Address: \\''b 2 -c\A--i .r9NA, (% 1 5t i\#e. Sr)
City: c r\Cal State: G Pt Zip: 0 c
Phone: CAbL\ ) '-k<6D - LA GICO Fax: ( )
5. New Project Name to be placed on permit: OD CinAry.,
Please check the appropriate box. The proposed permittee listed above is:
❑ HOA or POA (Attach documentation showing that the HOA or POA owns, controls, or has a
recorded easement for all areas that contain stormwater system features. Print name of HOA or
POA in#1 above and provide name of HOA/POA's authorized representative in#2 above)
The property owner
N!
Lessee (Attach a copy of the lease agreement and complete Property Owner Information on
page 4)
El Purchaser (Attach a copy of the pending sales agreement. Final approval of this transfer will be
granted upon receipt of a copy of the recorded deed)
❑ Developer (Complete Property Owner Information on page 4)
,% I v1PAZ s .r
EcEivE
EIVED
SSW N/O Change Rev24Sept2012 Page 1 of OCT a 6 2016 AUG 1 016
BY:

C... REQUIRED ITEMS
A request to transfer a permit will not be approved by the Division of Water Quality (DWQ) unless all
of the applicable required items listed below are included with the submittal Failure to provide the
tsted items may result in processing delays or denial of the transfer.
1. This completed and signed form.This certification must be completed and signed by both the
current permit holder and the new applicant if this is a change of ownership.
2. Legal documentation of the property transfer to a new owner.
3. A copy of any recorded deed restrictions,covenants,or easements, if required by the permit.
4. The designers certification (DWO Engineer and Designer Certification Forms are available from
each DWQ liegional office), if required by the permit and if not already submitted to DWQ.
5. If the proposed permittee is a firm, partnership,association, institution,corporation, limited liabAity
company, or other corporate entity, provide documentation showing the authority of the named
representative to act on behalf of the proposed permittee.
6.The$40.00 processing fee. if this is an initial transfer from the original permittee the processing
tee is not required. Subsequent ownership transfers will require the$40.00 processing fee.
.--
IV. , CURRENT PERMITTEE7S CERTIFICATION - .. -- -:. -:
Please check one of the following statements and fiti out the certification below tharfPlaternent.
Li Cneck here if the cuye Qc* ' is only changing his/net/its name, the project name, or mailing
address, but will reAlnlhe it. I, _ , the current
permittee, her - ktify WO that I am changing my name and/Or I am changing my mailing
address a 4 7 am nging the name of the permitted project. I further attest that this application
for a r-me/i flip change is accurate and complete to the best of my knowledge. I understand
that ,
' eq ' . parts of this application are not completed or if all required supporting information
.),f
and attacbrtlents fisted above are not included, this li,...•ation package will be returned as
inc°rn . P.-6iAlt4 -I -tpc 1..1.
.' ZZ ,LLC el, •-[-,4it6.4-G-Fvtrec Stsi t
t 1544),'REtp-'t"'
0 Check here if current permittee is transferring the property to a new owner and will not retain
ownership of the permit.
I, , the current permittee, am submitting this application
for a transfer of ownership for permit# . I hereby notify DWQ of the sale or
other legal transfer of the stormwater system associated with this permit. I have provided a copy of
the most recent permit, the designers certification for each RMP, any recorded deed restrictions,
covenants, or easements, the DWQ approved plans and/or approved as-built plans, the approved
operation and maintenance agreement,past maintenance records,and the most recent DWQ
storniwater inspection report to the proposed permittee named in Sections II and V of this form. I
further attest that this application for a name/ownership change is accurate and complete to the best
of my knowledge. I understand that if all required parts of this application are not completed or if all
required supporting information and attachments listed above are not included,this application
package will be returned as incomplete. I assign all rights and obligations as permittee to the
proposed permittee named Sections II and V of this form. I understand that this transfer of
ownership cannot be ap r ed by the OWQ unless and until the facility is in compliance with the
permit.
Siorature: Date: ' 2-6• LP
. -
I. _ -0 l(2k Lc1)--0.._ _ , a Notary Public for the State of
60k/et c..)County of Rh ItO tA-, . do hereby certify that
C/C5/14- 41 if-I( ' ()LA_ personally appeared before me this the
?A day of too y _20 /(p , and ackrudno )eclue execution of ttlek,
,
r t. Witness my hand and official seal,!I' ** sl
-,-4;:
forgoing i ttv ry Seal)
4.4§0.0•••„,( " ,.c --•
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No Sig B : 0:046;14:0,-- :SEE ,„_-.±t-,',.•
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44,06. 00
SSW WO Change Fiev24Sept2012 Pace 2 at 4 tliv N C *
iliimintto0

V. PROPOSED PERMITTEE CERTIFICATION: is l;is section rmisi b completed by the
Prcoosecf Pennittec for all transfers of ownership;
1. , hereby notify the DWQ that I have acquired
throjgh sale, lease or legal transfer the responsibility for operating and maintaining the permitted
storrn water management system, and,if applicable, constructing the permitted system. l
acknowledge and attest that l have received a copy of: (check all that apply to this permit.
N
the most recent permit
V the designer's certification for each BIM
any recorded deed restrictions, covenants, or easeme tsfi �,
ftoA 9o(Akt t -CS
0 the ©WQ approved plans andior approved as-built plans S:uvr-- A L1A C+E7 rfvai`
El the approved operation and maintenance agreement
past maintenance records from the previous permittee (where required) AP uiC) .
J DWG stormwater inspection report showing compliance within 90 days prior to this transfer
I have reviewed the permit. approved plans and other documents fisted above, and i wili comply with
the terms and conditions of the permit and approved plans. l acknowledge and agree that ; will
operate and maintain the system pursuant to the requlcments listed in the permit and in the
operation and maintenance agreement. I fuser attest that this application for a name?ownership
change is accurate and complete to the best of my knowledge. I understand that if all required parts
of this application are ,ompieted or it all required supporting information and attachments listed
above are not inclu is application package will be returned as incomplete.
Signature: Date: ' 2'
{f� �=1 y \. a Notary Public to the State of
, County of . 64..E,,_a 1,�... _ , do hereby certify that
i L y4 - '/ Dv- personally appeared before me this the
day of t'6A.rit.V 20 / , and acknowledge the due execution of the
*tWIU I
forgoing irrslru Witness my hand and offici `, •AC S:_:`vY
••. \
a;• ww- :a Notary Seal)
Notary Cosa r' - • Cld ,?! n•
•1k! 79 •C)—
•
4444,
Additional copies of the original permit and the approver,Operation and Maintenance agreement can
be obtained from the appropriate Regional Office of the Division of Water Quality.
This completed form, including all supporting documents and processing fee(if required), should be
sent to the appropriate Regional Office of the North Carolina Department of Environment and Natural
Resources. Division of Water Quality, as shown on the attached map.
Please note that if the Proposed Permittee listed above is not the property owner, the property owner
must complete and sign page 4 of this document. Both the lessee a dckel€per and the property
owner will appear on the permit as permitteeG, ,.t r-vck.
Y
SSW NiO Change Rev24Scpt2012 Paoc 3 of 4

.3i a
VI. -' PROPERTY OWNER CONTACT INFORMATION AND CERTIFICATION
If pie Proposed pm-mil-lee f sbl in Sections rl and V of this forrrT is not the Property Owner, the
Property Owner must provide ;gainer Contact Information below and sign this form:
Printed Name: 1 0V Y IA 5�.' I,.
organization: 1..AV-rT ' t we V.. -
Title within the Organizat-'.pan` `. _ ` `°..� _. ._
Street Address:`�O• `t F`'
City:"c'z O :c� State: ...! ... ZIp: ___ ._
t a'ting Address: ..
(i'digero t frcrff stloc:titres)
C.'ty, State: ZIP:
P'horee: _Fa),:
Email:. .. .._ _ .. .. ..._
I certify that I own the property identified in this permit transfer document and have giv€:i perrWssio
to the Proposed Perrnittec listed in Sections ll and V to develop and'or, lease the property. A copy
of the lease agreement or other contract,which indicates the party responsible for the construction
and/or operation and maintenance of the stormwater system, has been provided with the submittal.
Asthe legal property owner I acknowledge, understand, and agree by my signature below, that I will
appear as a permittee along with the Iossee!devebper and I will therefore share responsibility for
compliance with the DWO Stormwater permit. As the property owner, it is my responsibility to notify
DWQ by submitting a completed Name Ownership Change Form within 30 days of procuring a
developer, lessee or purchaser for the property. I understand that failure to operate and maintain the
stormwater treatment facility in accordance he permit Is a violation of NC General Statute
(NCGS) 143-2t: .7, and may result in appr r to enforcement action including the assessment of
civil penalties of up to $25,000 per d+ , p nt to NCCS 143-215.6.
Sig:iature of the property owner Date: ' ' •
I. `: . ,, . __. a Notary Public for the State of
I✓�€� f fv
. , County of___;—(1—tr.;lifh— do hereby certify that
.t`•2c P" - 1 . -_ personally appeared before me this the
.24_ day of f' y . , 24. U , and acknowledge the due execution of the
forgoing irstna mot.Witness my hand andofficial seal,
``��nn
, K, gl (Notary Seal)
Notary Ignature _ `4 oc..••••°• r i
Q•• •
ice;l • .. " '
40 • . � �� a
l 911��
.yet,_ ____—_____
SSW NO Change Rev24Sept2O 1 P Page 4 of 4

Permit No.5wrBo-To I>3ct
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopies for use as an original
DWQ Stormwater Management Plan Review:
A complete stormwater management plan submittal includes an application form, a wet detention basin
supplement for each basin, design calculations, and plans and specifications showing all basin and outlet
structure details.
I. PROJECT INFORMATION(please complete the following information):
Project Name: San Rio -Phase 2A
Contact Person: Brandon R. Finch Phone Number (919) 361-5000
For projects with multiple basins, specify which basin this worksheet applies to: Pond#1
elevations
Basin Bottom Elevation 8.0 ft. (floor of the basin)
Permanent Pool Elevation 15.0 ft. (elevation of the orifice)
Temporary Pool Elevation 18.0 ft. (elevation of the discharge structure overflow)
areas
Permanent Pool Surface Area 19,553 sq. ft. (water surface area at the orifice elevation)
Drainage Area 4.56 ac. (on-site and off-site drainage to the basin)
Impervious Area 2.32 ac. (on-site and off-site drainage to the basin)
volumes
Permanent Pool Volume 68,172 cu. ft. (combined volume of main basin and forebay)
Temporary Pool Volume 122,573 cu. ft. (volume detained above the permanent pool)
Forebay Volume 10,406 cu. ft. (approximately 20%of total volume)
other parameters
SA/DA' 5.41 (surface area to drainage area ratio from DWQ table)
Diameter of Orifice 2.0 in. (2 to 5 day temporary pool draw-down required)
Design Rainfall 1.0 in.
Design TSS Removal2 90 % (minimum 85%required))
FORM SWU-102 Rev 3.99 PAGE 1 OF 4

Footnotes:
1. When using the Division SA/DA tables,the correct SA/DA ratio for permanent pool sizing should be computed based upon the
actual impervious%and permanent pool depth. Linear interpolation should be employed to determine the correct value for non-
standard table entries.
2. In the 20 coastal counties,the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
90%TSS removal THE NCDENR BMP manual provides design tables for both 85%TSS removal and 90%TSS removal.
II. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February, 1999) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form,the agent may initial below. If a requirement has not been met, attach justification.
Applicants Initials
BRF a. The permanent pool depth is between 3 and 6 feet(required minimum of 3 feet).
BRF b. The forebay volume is approximately equal to 20% of the basin volume.
BRF c. The temporary pool controls runoff from the design storm event.
BRF d. The temporary pool draws down in 2 to 5 days.
e. If required, a 30-foot vegetative filter is provided at the outlet(include non-erosive flow
N/A calculations).
BRF f. The basin length to width ratio is greater than 3:1.
BRF g. The basin side slopes above the permanent pool are no steeper than 3:1.
BRF _ h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less(show detail).
BRF i. Vegetative cover above the permanent pool elevation is specified.
BRF j. A trash rack or similar device is provided for both the overflow and orifice.
k. A recorded drainage easement is provided for each basin including access to nearest
BRF right-of-way.
1. If the basin is used for sediment and erosion control during construction, clean out of the
BRF basin is specified prior to use as a wet detention basin.
BRF m. A mechanism is specified which will drain the basin for maintenance or an emergency.
HI. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
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) n does Z does not incorporate a vegetated filter at the outlet.
This system (check one) ❑ does Z does not incorporate pretreatment other than a forebay.
FORM SWU-102 Rev 3.99 PAGE 2 OF 4

Maintenance activities shall be performed as follows:
1. After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs
within 2 to 5 days as designed.
2. Repair eroded areas immediately, re-seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to
maintain proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth(see diagram below). Removed sediment shall be disposed of
in an appropriate manner and shall be handled in a manner that will not adversely impact water quality
(i.e. stockpiling near a wet detention basin or stream, etc.).
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 5.25 feet in the main pond,the sediment shall be removed.
When the permanent pool depth reads 5.25 feet in the forebay,the sediment shall be removed.
BASIN DIAGRAM
(fill in the blanks)
V Permanent Pool Elevation 15.0
♦ A
Sediment emoval El.9.75 75%
Sediment Removal Elevation 9.75 75%
Bottom evation 8.0 25°/
♦ Bottom Elevation 8.0 25%
♦
FOREBAY MAIN POND
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment
through the emergency drain shall be minimized to the maximum extent practical.
FORM SWU-102 Rev 3.99 PAGE 3 OF 4

7. °All components of the wet detention basin system shall be maintained in good working order.
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
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.
Print name: Nathan D. Benson
Title: Manager- Sandler at Shallotte, LLC
Address: 448 Viking Drive- Suite 220 Virginia Beach, VA 23452
Phone: [phone]
Signature -----2.-.
iediee.e.er„..
Date: v v S\' \5\ a_CD 0--7
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. irgklis
I, L,\v1 Nd�� , a Notary Public for the State of N
�nf CA-4 c� V v iguua , do hereby certify that Q ck, „, _ ,,,n Sev\_
personally appeared before me this \L, day of \ ,20and acknowledge the due
execution of the forgoing wet detention basin maintenance requ ents. Witness my hand and official seal,
\\e:J4,,;tA4 . . , ..
4/
immear
Linda J.Todd
Commonwealth of vronia
(10
Notary Public
1, Commission No.210556
' - _ My Commission Expires 07/21/2010
SEAL
My commission expires: 0 7- \- .Q
FORM SWU-102 Rev 3.99 PAGE 4 OF 4

Permit No. 5loo80o1 d o3 LI
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopies for use as an original
DWQ Stormwater Management Plan Review:
A complete stormwater management plan submittal includes an application form, a wet detention basin
supplement for each basin, design calculations, and plans and specifications showing all basin and outlet
structure details.
I. PROJECT INFORMATION (please complete the following information):
Project Name: San Rio - Phase 2A
Contact Person: Brandon R. Finch Phone Number (919) 361-5000
For projects with multiple basins, specify which basin this worksheet applies to: Pond#2
elevations
Basin Bottom Elevation 9.0 ft. (floor of the basin)
Permanent Pool Elevation 15.0 ft. (elevation of the orifice)
Temporary Pool Elevation 18.2 ft. (elevation of the discharge structure overflow)
areas
Permanent Pool Surface Area 19,560 sq. ft. (water surface area at the orifice elevation)
Drainage Area 3.45 ac. (on-site and off-site drainage to the basin)
Impervious Area 2.08 ac. (on-site and off-site drainage to the basin)
volumes
Permanent Pool Volume 58,579 cu. ft. (combined volume of main basin and forebay)
Temporary Pool Volume 122,675 cu. ft. (volume detained above the permanent pool)
Forebay Volume 14,638 cu. ft. (approximately 20%of total volume)
other parameters
SA/DA' 7.04 (surface area to drainage area ratio from DWQ table)
Diameter of Orifice 1.5 in. (2 to 5 day temporary pool draw-down required)
Design Rainfall 1.0 in.
Design TSS Removal2 90 % (minimum 85%required))
FORM SWU-102 Rev 3.99 PAGE 1 OF 4

Footnotes:
1. When using the Division SA/DA tables, the correct SA/DA ratio for permanent pool sizing should be computed based upon the
actual impervious%and permanent pool depth. Linear interpolation should be employed to determine the correct value for non-
standard table entries.
2. In the 20 coastal counties,the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
90%TSS removal THE NCDENR BMP manual provides design tables for both 85%TSS removal and 90%TSS removal.
II. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February, 1999) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form,the agent may initial below. If a requirement has not been met, attach justification.
Applicants Initials
BRF a. The permanent pool depth is between 3 and 6 feet(required minimum of 3 feet).
BRF b. The forebay volume is approximately equal to 20% of the basin volume.
BRF c. The temporary pool controls runoff from the design storm event.
BRF d. The temporary pool draws down in 2 to 5 days.
e. If required, a 30-foot vegetative filter is provided at the outlet(include non-erosive flow
N/A calculations).
BRF f. The basin length to width ratio is greater than 3:1.
BRF g. The basin side slopes above the permanent pool are no steeper than 3:1.
BRF h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
BRF i. Vegetative cover above the permanent pool elevation is specified.
BRF j. A trash rack or similar device is provided for both the overflow and orifice.
k. A recorded drainage easement is provided for each basin including access to nearest
BRF right-of-way.
1. If the basin is used for sediment and erosion control during construction, clean out of the
BRF basin is specified prior to use as a wet detention basin.
BRF m. A mechanism is specified which will drain the basin for maintenance or an emergency.
III. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
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) II does ® does not incorporate a vegetated filter at the outlet.
This system (check one) ❑ does ® does not incorporate pretreatment other than a forebay.
FORM SWU-102 Rev 3.99 PAGE 2 OF 4

Maintenance activities shall be performed as follows:
1. After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs
within 2 to 5 days as designed.
2. Repair eroded areas immediately, re-seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to
maintain proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth(see diagram below). Removed sediment shall be disposed of
in an appropriate manner and shall be handled in a manner that will not adversely impact water quality
(i.e. stockpiling near a wet detention basin or stream, etc.).
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 4.50 _- feet in the main pond,the sediment shall be removed.
When the permanent pool depth reads 4.50 feet in the forebay,the sediment shall be removed.
BASIN DIAGRAM
ill in the blanks)
V Permanent Pool Elevation 15.0
♦ A
Sediment emoval El. 10.5 75%
Sediment Removal Elevation 10.5 75%
Bottom evation 9.0 25°/
V Bottom Elevation 9.0 25%
FOREBAY MAIN POND
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment
through the emergency drain shall be minimized to the maximum extent practical.
FORM SWU-102 Rev 3.99 PAGE 3 OF 4

7. All components of the wet detention basin system shall be maintained in good working order.
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
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.
Print name: Nathan D. Benson
Title: Manager- Sandler at Shallotte,LLC
Address: 448 Viking Drive - Suite 220 Virginia Beach,VA 23452
Phone: [phone]
Signature -'---z.----.
Date: 5 \- ;�O®-7'
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.
VhBinia
I, \----..v\, . ,\ ': a v&. , , a Notary Public for the State of l a ekaa
Ceauty-e Q._,Ny to Virginia Bead* ,do hereby certify that ,, . s
personally appeared before me this \4L day of ,,S ,200 7 and acknowledge the due
execution of the forgoing wet detention basin maintenance req ' ments. Witness my hand and official seal,
-, - Cad
r=..-, - Linda J.Todd
Commonwealth of V�nia
miu MSS
No.MSSink
ComNotary
Pubic
:
:'''1.? My Commission ExPirns OMV20to,a
SEAL
My commission expires: 0-7- 40
FORM SWU-102 Rev 3.99 PAGE 4 OF 4

Permit No. 71'03008344
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERIVLT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopies for use as an original
DWQ Stormwater Management Plan Review:
A complete stormwater management plan submittal includes an application form, a wet detention basin
supplement for each basin, design calculations, and plans and specifications showing all basin and outlet
structure details.
I. PROJECT INFORMATION(please complete the following information):
Project Name: San Rio -Phase 2A
Contact Person: Brandon R. Finch Phone Number (919) 361-5000
For projects with multiple basins, specify which basin this worksheet applies to: Pond#3
elevations
Basin Bottom Elevation 2.0 ft. (floor of the basin)
Permanent Pool Elevation 8.0 ft. (elevation of the orifice)
Temporary Pool Elevation 11.8 ft. (elevation of the discharge structure overflow)
areas
Permanent Pool Surface Area 54,811 sq. ft. (water surface area at the orifice elevation)
Drainage Area 24.39 ac. (on-site and off-site drainage to the basin)
Impervious Area 13.28 ac. (on-site and off-site drainage to the basin)
volumes
Permanent Pool Volume 225,304 cu. ft. (combined volume of main basin and forebay)
Temporary Pool Volume 431,326 cu. ft. (volume detained above the permanent pool)
Forebay Volume 51,005 cu. ft. (approximately 20%of total volume)
other parameters
SA/DA1 4.70 (surface area to drainage area ratio from DWQ table)
Diameter of Orifice 3.0 in. (2 to 5 day temporary pool draw--down required)
Design Rainfall 1.0 in.
Design TSS Removal2 90 % (minimum 85%required))
FORM SWU-102 Rev 3.99 PAGE 1 OF 4

Footnotes:
1. When using the Division SA/DA tables,the correct SA/DA ratio for permanent pool sizing should be computed based upon the
actual impervious%and permanent pool depth. Linear interpolation should be employed to determine the correct value for non-
standard table entries.
2. In the 20 coastal counties,the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
90%TSS removal THE NCDENR BMP manual provides design tables for both 85%TSS removal and 90%TSS removal.
H. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February, 1999) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form,the agent may initial below. If a requirement has not been met, attach justification.
Applicants Initials
BRF a. The permanent pool depth is between 3 and 6 feet(required minimum of 3 feet).
BRF b. The forebay volume is approximately equal to 20% of the basin volume.
BRF c. The temporary pool controls runoff from the design storm event.
BRF d. The temporary pool draws down in 2 to 5 days.
e. If required, a 30-foot vegetative filter is provided at the outlet(include non-erosive flow
N/A calculations).
BRF f. The basin length to width ratio is greater than 3:1.
BRF g. The basin side slopes above the permanent pool are no steeper than 3:1.
BRF h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
BRF i. Vegetative cover above the permanent pool elevation is specified.
BRF j. A trash rack or similar device is provided for both the overflow and orifice.
k. A recorded drainage easement is provided for each basin including access to nearest
BRF right-of-way.
1. If the basin is used for sediment and erosion control during construction, clean out of the
BRF basin is specified prior to use as a wet detention basin.
BRF m. A mechanism is specified which will drain the basin for maintenance or an emergency.
III. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
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 Z does not incorporate a vegetated filter at the outlet.
This system(check one) ❑ does ® does not incorporate pretreatment other than a forebay.
FORM SWU-102 Rev 3.99 PAGE 2 OF 4

Maintenance activities shall be performed as follows:
1. After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs
within 2 to 5 days as designed.
2. Repair eroded areas immediately, re-seed as necessary to maintain good vegetative cover,mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to
maintain proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth(see diagram below). Removed sediment shall be disposed of
in an appropriate manner and shall be handled in a manner that will not adversely impact water quality
(i.e. stockpiling near a wet detention basin or stream, etc.).
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 4.5 feet in the main pond,the sediment shall be removed.
When the permanent pool depth reads 4.5 feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
Old in the blanks)
V Permanent Pool Elevation 8.0
A A
Sediment emoval El.3.5 75%
Sediment Removal Elevation 3.5 75%
Bottom evation 2.0 25V V
r Bottom Elevation 2.0 25%
FOREBAY MAIN POND
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment
through the emergency drain shall be minimized to the maximum extent practical.
FORM SWU-102 Rev 3.99 PAGE 3 OF 4

7. All components of the wet detention basin system shall be maintained in good working order.
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
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.
Print name: Nathan D. Benson
Title: Manager- Sandler at Shallotte, LLC
Address: 448 Viking Drive- Suite 220 Virginia Beach,VA 23452
•
Phone: (757)463�1
Signature
Date: orrc ...,
0
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, LT\V\ �, d &e. , a Notary Public for State of NeptiFearelitta-
�G�y 04 ginla ac ,do hereby certify that . \1 �n �� "�
personally appeared before me this \,S-3 day of `A " ��,20007 and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
i
L,,,,\..._ -,-,,,
Linda J. Todd
t •, Commonwealth of Vxpinia
�:, Notary Public
': `: Commission No.210598
_ - My Commission Expires 9-74V201O
SEAL
My commission expires: 0-2--- I- 1 0
FORM 3WU-102 Rev 3.99 PAGE 4 OF 4

Permit No. 564361434
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
LOW DENSITY SUPPLEMENT
This form may be photocopies for use as an original
A low density project is one that meets the appropriate criteria for built upon area and transports stormwater
runoff primarily through vegetated conveyances. Low density projects should not have a discrete stormwater
collection systems as defined by 15A NCAC 2H .1002(18). Low density requirements and density factors can
be found in 15A NCAC 2H .1005 through .1007.
I. PROJECT INFORMATION
Project Name: San Rio
Contact Person: Mr. Jim Wiseman/Mr. Jim Green Phone Number [phone]
Number of Lots: See Attachment B _ Allowable Built Upon Area Per Lot*: See Attachment B
* If lot sizes are not uniform, attach a table indicating the number of lots, lot sizes and allowable built upon
area for each lot. The attachment must include the project name, phase, page numbers and provide area
subtotals and totals.
H. BUILT UPON AREA
See the Stormwater Management Permit Application for specific language that must be recorded in the deed
restrictions for all subdivisions
For uniform lot sizes, complete the following calculation in the space provided below where:
• SA Site Area — the total project area above Mean High Water. Wetlands may be excluded when the
development results in high density pockets.
• DF Density Factor—the appropriate percent built upon area divided by 100.
• RA Road Area—the total impervious surface occupied by roadways.
• OA Other Area—the total area of impervious surfaces such as clubhouses,tennis courts, sidewalks, etc.
e No. Lots—the total number of lots in the subdivision.
• BUA/Lot—the computer allowable built upon area for each lot including driveways and impervious surfaces
located between the front lot line and the edge of pavement
FORM SWU-104 Rev 3.99 PAGE 1 OF 2

(SA x DF)—RA—OA = BUA
No. Lots Lot
Calculation:
5f6 A-n cwmeArr /6
HI. REQUIRED ITEMS CHECKLIST
Applicants Initials
a. A 30-foot vegetative buffer is provided adjacent to surface waters. Projects in the Neuse
BRF River basin may require additional buffers.
b. Deed restriction language as required on form SWU-101 shall be recorded as a restrictive
BRF covenant. A copy of the recorded document shall be provided to DWQ within 30 days of
platting and prior to sale of any lots.
BRF c. Built upon area calculations are provided for the overall project and all lots.
d. Project conforms to low density requirements within the ORW AEC(if applicable).
BRF [15A NCAC 2H .1007(2)(b)]
FORM SWU-104 Rev 3.99 PAGE 2 OF 2

SAN RIO ATTACHMENT'B' B.R.FINCH,PE
WDL-07000 9/20/2007
Impervious Area Breakdown Total Impervious
Phase ID Total Area of Phase
s Impervious Area Per Lot Lot Impervious Average BUA Other On-site Impervious Off-site Impervious
[n Lot# #of Lots [st] [stJ Per Lot[sf] On-site Buildings[sf] On-site Streets[sf] On-site Parking[sf] On-site Sidewalk[sf] [0] [s� [sf] [acres]
1A-To SWMF#1"",... 11,586 ,. - - - 7,918 - 609 - - 8,527 0.20
lA-Remaining Area 3,225,178 1-21,28-48 42 2,900 121,800 - - 260,234 - 38,382 - - 871,616 20.01
22-27,49-80,90-100,106-125,134-150 86 3,900 335,400 -
81-89,101-105,126-133 22 4,900 107,800 -
151 1 8,000 8,000 -
Totals 3,236,764 - 151 I - 573,000 3,795 0 268,152 0 38,991 0�l-- 0 883,938 I 20.29
1B-To Amenity Pond 179,903 - - - - - 12,136 35,489 10,285 11,372 8,448 - 77,730 1.78
1B-Remaining Area 31,4-66 - - - - - - 3,002 - 701 4,138 - 7,841 0.18
Totals 211,369 - - - 0 - 12,136 38,491 10,285 12,073 12,586 0 85,571 1.96
2A-ToSWMF#1 186,908 - - - - - 32,224 ( 28,102 - 21,150 10,890 92,366 2.12
2A-To SWMF#2 150,315 - - - - - - 33,517 29,093 __ - 16,932 10,890 90,432 2.08
2A-To SWMF#3 1,062,298 - - - - - 258,865 I 253,720 - 54,875 10,890 578,350 13.28
2A- Remaining Area 984,844 - - - - - _ - - - 5,411 _ 5 411 0.12
Totals 2,384,365 ( - -. - 0 - 324,606 I. 310,915 0 98,368 32,670 �y 0 766,559 17.60
2B 1 805,768 I TO BE DETERMINED 216,750 _
Totals 805,768 7 �I T 216,750 �� -- 216,750 4.98
I Nye
3 2 141,672 152-156,161-168,173-179,231 234-259 47 3,000 141 000 - - 166 781 - 27 496_ 19 690 -
157 1 3,200 3,200 -
158,172 2 3 400 6,800 -
159-160,229-230 4 3,600 14 400 - --_-
169-171 3 3 800 11,400 -
180-217,220-228 47 4,000 188 000IIII
232-233 2 4,600 9 00 -
__� 218-219 i 2 5,400 10,800 - -
Totals 2,141,672 - 108 - 384,800 3,563 0 166,781 0 27,496 19,690 0 602,330 I 13.83
_.�
4A 5,041,470 TO BE DETERMINED 1,191,366
Totals 5,041,470 r .. -- -1-- �
l,191,366 1,191,366 [ 27.35
__ 4B I 79,938 TO BE DETERMINED 37,026
Totals I 79,938 -�I I -r 37,026 0 37,026 0.85
� �
SA
_ _ _ _ _ _- 2,235,862 TO BE DETERMINED 733,637
Totals 2,235,862 r 733,6370- 733,637 1684
5B 1,122,015 TO BE DETERMINED -. ...__ ._. . - _ _
42 4,318
Totals I,I22,0I5 -7---� 424,318 0 424,318I. 9.74
6A 2,736,279 TO BE DETERMINED - I-
895,768 ,._ 1
Totals 2,736,279 I i..__ ..�... .�,W -M__ TT 895,768 _,.�--^0 �- 895,968 r 20.56
6B 671,523 TO BE DETERMINED 261,717 _
��Totals ��671,S23r� �7 ����-1--+_. 1 7 iI r
261,717 0 -261,717 601--
7A 4948709 I TO BE DETERMINED
Totals 4,948,709 ,. , Y 450 �t�.....,. ��_�
I- .
w 1,3...2...
0,450 0 1,340,450 I 30.77
7B I 75,658 TO BE DETERMINED 43,670
�� �_ _ .��_�_�,�..�_� ,�_..44...., ..
Totals I 75,658 "`" "
�,r_�--_� 1 43,670 �0 1 43,670 I 1.00
8A 3,920,292 TO BE DETERMINED ..,I_�., 1,063,250 I __ 1_
Totals '- 3,920,292 I I __._.v._m.. I i -.-_- 1,063,250 -- ----0 1-' .1,063,250�1 24 41--
immilii
8B 380,328 I TO BE DETERMINED_ _ � }MyT��__�^�_I
Totals 380,328 I �•
_� �� ��L I ��� ) -���`�� 149,050, I�_ $�0 j 149,050J. 3.42
29,992,012 (Total onsite area including outermost 100'of wetlands) r 8,695,401 -
• 1,759,571 (Remaining wetland area outside outermost 100')
1 31,751,583 JSF

Permit No. Sws!,,,croszty
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
CURB OUTLET SYSTEM SUPPLEMENT
FOR LOW DENSITY DEVELOPMENT WITH CURB AND GUTTER
This form may be photocopied for use as an original
DWQ Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a stormwater management permit application, a
curb outlet system supplement, a low density supplement, design calculations, and plans and specifications
showing all stormwater conveyances and curb outlet details.
I. PROJECT INFORMATION
Project Name: San Rio-Phase 3
Contact Person: Mr. Jim Wiseman/Mr. Jim Green Phone Number [phone]
Curb outlets to(check one): /I Swale ❑ Vegetated Area
II. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the North Carolina Administrative Code Section 15A
NCAC 2H .1008.
Initial in the space provided to indicate that the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent on the Stormwater Management Permit
Application Form,the agent may initial below. If a requirement has not been met, attach justification.
Applicants Initials
t)b- a. Curb outlets direct flow to a swale or vegetated area.
b. Swales or vegetated areas receiving curb outlet flow are designed to carry, at a minimum,the
,3 . peak flow from the 10-year storm.
c. Flow velocity is non-erosive for peak flow from the 10-year storm event.
d. Longitudinal slope of the swale or vegetated area does not exceed 5%.
.1), e. Side slopes of the swale or vegetated area are no steeper than 5:1 (horizontal to vertical)
0,6. f. Length of swale or vegetated area is> 100 feet.
g. The system takes into account the run-off at ultimate built-out potential from all surfaces
0,�3• draining to the system(delineate drainage area for each swale).
. h. Swales are located in recorded drainage easements.
� b• i. Grass type(s)for permanent vegetative cover specified on detail.
.e' j. Swale detail provided on plans.
FORM SWU-105 Rev 3.99 PAGE 1 OF 3

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IV. CURB OUTLET SYSTEM MAINTENANCE REQUIREMENTS
1. Mowing will be accomplished as needed according to the season. Grass height will not exceed six inches
at any time.
2. Swales will be inspected monthly or after every runoff producing rainfall event for sediment build-up,
erosion, and trash accumulation.
3. Accumulated sediment and trash will be removed as necessary. Swales will be reseeded or sodded
following sediment removal.
4. Eroded areas of swales will be repaired and reseeded. Swales will be revegetated as needed and in a
timely manner based on the monthly inspections.
5. Catch basins, curb cuts, velocity reduction devices and piping will be inspected monthly or after every
significant runoff producing rainfall event. Trash and debris will be cleared away from grates, curb cuts,
velocity reduction devices and piping.
6. Swales will not be altered,piped, or filled in without approval from NCDENR Division of Water Quality.
I acknowledge and agree by my signature below that I am responsible for the performance of the six
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system of responsible party.
Print name and Title: Nathan D. Benson-Manager- Sandler at Shallotte, LLC
Address: 448 Viking Drive- Suite 220 Virginia Beach,VA 23452
Phone: [phone] A' Date: S—l`1_ (1)'7
Signature
#ifir
Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have
been sold and a resident of the subdivision has been named the president.
, a Notary Public for the State ofe �
hex af- C` .l o , .� , do hereby certify that ,, '�
personally appeared before me this'\Z.�� day of ;0\�5\- ,200g 7 and acknowledge the due
execu��n of e for o ,in tration basin maintenance requiremefits. Witness my hand and official seal,
Linda J.Todd
Commorw wealth of Virginia
1,. Notary Public
'!1.- • Commission No.210556
My Commission Expires 07/31/2010
SEAL My commission expires: 07-S\-1 6
FORM SWU-105 Rev 3.99 PAGE 3 OF 3

GGD79
In accordance with Title 15 NCAC 2H.1000, the Coastal Stormwater Management
Regulations, deed restrictions and protective covenants are required for Low Density
Residential Subdivisions with curb outlet swales and high-density pockets,where lots
will be subdivided and sold and runoff from the high-density pockets 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 applicable regulation governing the density level.
I, Nathan D. Benson acknowledge and affirm by my signature below, that I
will cause the following deed restrictions and protective covenants to be recorded for
San Rio—Phase 2A prior to the sale of any lot:
1. The following covenants are intended to ensure ongoing compliance with State
Stormwater Management Permit Number SW8 070202, as issued by the Division
of Water Quality under NCAC 2H.1000.
2. The State of North Carolina is made a beneficiary of these covenants to the extent
necessary to maintain compliance with the Stormwater Management Permit.
3. These covenants are to run with the land and be binding on all persons and parties
claiming under them.
4. The covenants pertaining to stormwater may not be altered or rescinded without the
express written consent of the State of North Carolina, Division of Water Quality.
5. Alteration of the drainage as shown on the approved plans may not take place
without the concurrence of the Division of Water Quality.
6. The maximum built-upon area per lot is as follows:
Onsite Buildin:s 3.24,606
Onsite Streets 310,915
Onsite Sidewalks 98,368
Other onsite Im.ervious 32,670
This allotted amount includes any built-upon area constructed within the lot
property boundaries, and that portion of the right-of-way between the front lot line
and the edge of the pavement. Built upon area includes, but is not limited to,
structures, asphalt, concrete, gravel, brick, Stone, slate, coquina and parking areas,
but does not include raised, open wood decking, or the water surface of swimming
pools.
7. In the case of a lot within CAMA's regulated AEC, where the Division of Coastal
Management calculates-a different maximum allowable built-upon area for that lot
than is shown herein, the governing maximum built-upon area for that lot shall be
the most restrictive of the two
8. This project proposes a curb outlet system. Each designated curb outlet swale
shown on the approved plan must be maintained at a minimum of 100'long with 5:1
(H !' side slopes or flatter, have a longitudinal slope no steeper than 5%, carry
the flow from a 10 year storm in a non-erosive manner, and maintain a dense
vegetated cover.

9. Filling in or piping of any vegetative conveyances (ditches, swales, etc) associated
with the development except for average driveway crossings, is strictly prohibited
by any persons.
10. Each lot will maintain a 30'wide vegetated buffer between all impervious areas and
surface waters.
11. All roof drains shall terminate at least 30'from the mean high water mark of
surface waters.
12. Filling in, piping or altering any designated 5:1 curb outlet swale associated with
the development is prohibited by any persons.
13. All stormwater runoff from the street sections within the low-density areas must
drain into the permitted vegetated swales though the curb-outlet system.
14. All runoff from the high-density areas shall drain into the permitted system. This
may be accomplished through providing roof drain gutters which drain to the
street, grading the areas to drain toward the street, or grading perimeter swales
and directing them into a component of the stormwater collection system. Areas
that will naturally drain into the system are not required to provide these additional
measures.
15. Built-upon area in excess of the permitted amount will require a permit
mod f cation.
Signature: j,'. ..-y— --'. Date: �uc��; � O O'7
I, �_ ~^\0&�, _ , a Notary Public for the State of
��c�,�v-.;.G.. _ , Cou� f(Y—e )(-A 1.� , do hereby certify that
1Jd Gr,. . ejn..so� personally appeared before me this 3,.�c�
day of �(-V,c,;• , `acx fl , and acknowledge the due execution of the
forgoing instruthent. Witness my hand and official seal,
(14
Linda J,Todd
Commonwealth of Virginia
�' Notary Public
Commission No.210556
;::' *Commission expires07/3112010
SEAL
My commission expires 07- \-1,6

ccw,
In accordance with Title 15 NCAC 2H.1000, the Coastal Stormwater Management
Regulations, deed restrictions and protective covenants are required for Low Density
Residential Subdivisions with curb outlet swales and high-density pockets,where lots
will be subdivided and sold and runoff from the high-density pockets 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 applicable regulation governing the density level.
I, Nathan D. Benson acknowledge and affirm by my signature below, that I
will cause the following deed restrictions and protective covenants to be recorded for
San Rio—Phase 3 prior to the sale of any lot.:
I. The following covenants are intended to ensure ongoing compliance with State
Stormwater Management Permit Number SW8 070202 , as issued by the Division
of Water Quality.under NCAC 2H.1000.
2. The State of North Carolina is made a beneficiary of these covenants to the extent
necessary to maintain compliance with the Stormwater Management Permit.
3. These covenants are to run with the land and be binding on all persons and parties
claiming under them.
4. The covenants pertaining to stormwater may not be altered or rescinded without the
express written consent of the State of North Carolina, Division of Water Quality.
5. Alteration of the drainage as shown on the approved plans may not take place
without the concurrence of the Division of Water Quality.
6. The maximum built-upon area per lot is as follows:
152-156 3000
157 3200
158 3400
159-160 3600
161-168 3000
169-171 3800
172 3400
173-179 3000
180-217 4000
218-219 5400
220-228 4000
229-230 3600
231 3000
232-233 4600
234-259 3000
This allotted amount includes any built-upon area constructed within the lot
property boundaries, and that portion of the right-of-way between the front lot line
and the edge of the pavement. Built upon area includes, but is not limited to,
structures, asphalt, concrete,gravel, brick, stone, slate,coquina and parking areas,
but does not include raised, open wood decking, or the water surface of swimming
pools.

7. In the case of a lot within CAMA's regulated AEC, where the Division of Coastal
Management calculates a different maximum allowable built-upon area for that lot
than is shown herein, the governing maximum built-upon area for that lot shall be
the most restrictive of the two
8. This project proposes a curb outlet system. Each designated curb outlet swale
shown on the approved plan must be maintained at a minimum of 100'long with 5:1
(II.•V side slopes or flatter, have a longitudinal slope no steeper than 5%, carry
the flow from a 10 year storm in a non-erosive manner, and maintain a dense
vegetated cover.
9. Filling in or piping of any vegetative conveyances (ditches, swales, etc)associated
with the development except for average driveway crossings, is strictly.prohibited
by any persons.
10. Each lot will maintain a 30'wide vegetated buffer between all impervious areas and
surface waters.
11. All roof drains shall terminate at least 30'from the mean high water mark of
surface waters.
12. Filling in, piping or altering any designated 5:1 curb outlet swale associated with
the development is prohibited by any persons.
13. All stormwater runoff from the street sections within the low-density areas must
drain into the permitted vegetated swales though the curb-outlet system.
14. All runofffrom the high-density areas shall drain into the permitted system. This
may be accomplished through providing roof drain gutters which drain to the
street, grading the areas to drain toward the street, or grading perimeter swales
and directing them into a component of the stormwater collection system. Areas
that will naturally drain into the system are not required to provide these additional
measures.
1 S_ Built-upon area in excess of the permitted amount will require a permit
modification.
Signature: . /` Date: ‘ Uc3 U Z 7,"),OG-7
______c;&
I, �,� Gc � a Notary Public for the State of
'i x ov,... Ge y-af C;� ,/ ,,N),-$.�e�r�L. , do hereby certifythat
1 a,.N.o, \ - 1--N \--c\. personally appeared before me this c ...
day of ,;,0,1/4)5'‘-- , f,p7 , and acknowledge the due execution of the
for oin instrtlttttent. Witness m hand and official seal,
Linda J.Todd
,orli" ' commonwealth of Virginia
I`; Notary Public
Commssion No.210558
'`..rt My Commission Expires 0713112010
SEAL
My commission expires 0 7- 31 -• 1.C