SW8151209_Current Permit_20220228

ROYCOOPER
C
EMS S.SISEP,
MAN VVT.UN NORTH CAROLINA
FdMinay 29,2022
T'i ,LLC
Attu:Mr.Scott Creraw,Mea*w.
43 1 O.US Highway 421 North,Suite 140
WiImfiOon,NC 2 1
hjeL+. Approved Mwer Alodifieation,
Pt Cowtmcfift Storms Nknagement Permit No. M299
The Knolls at Twiwy Creek Section U
Pender Cessty
Dear Gerow:
The D"m of nergy,Mineral and Land Resources received a compkft M or Modification Application,for
changes to the subject permit and prcjcd on.fiber 10,2022. Staff review has determined that the proceed
changes. the ddimitim of a minor readification in that it does not rat in an kcrease in the size ofthe
peri<nkled stormier cowl me (SCAB)and does mA increase the amount of b . Pkaw refer tD
Attachment C for a Fled dw a;iption Oft6 cU reat ProPosed minor moMzadon and a lk dill the past
m � e�ecti¢e period o€the permit. The Division�hr
perms S�V$ 13 g5141'�-been>ereoed,�,aced r�a�F� ,2�22,as - ���y
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This p€w t reanants effbotive ustil rescinded dkm not
agency permit that may be mod.
The pmjed shall be sutjwt to,the condfiens and limitations as de in. This permit does not impose
Raw or s water c 1 €r design it clarifies the rules and MIS to provide you with a bar of your obligations tni this per>�. Fad to
with t - wffl result in RMOre compfimm problems Please nofe*&this permit is not&anduable.
except afiur notice to and appcoival by the Vim..
lfyou have any questions concmimg tliis pem;it,please contact Ke ly 16hnson in the Wilmington Regional
Officep at(910)' -7215 or kc4Iy.p jalaMM@Bc&nr 9OV
Sincor*1
CLA,.0440
Brian Wrenn,Director
Division of F,nergy,14 meml and Land.Resources
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State Stormwater Management Systems
Permit No. SW8 151209
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE S T ORMWATER MANAGEMENT PERMIT
POST-CONSTRUCTION STORMWATER MANAGEMENT PERMIT
LOW 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
Tioga, LLC
The Knolls at Turkey Creek Section 11
2706 Dirck Road, Castle Hayne, Pender County
FOR THE
construction, operation and maintenance of a 24% low density subdivision project in compliance with
the provisions of Session Law 2008-211 and Title 15A NCAC 2H .1000 (hereafter referred to as the
"stormwater rules') and the approved stormwater management plans and as outlined in the
application, approved stormwater management plans, supplement, calculations, operation and
maintenance agreement, recorded documents, specifications, and other supporting data (the
"approved plans and specifications") as attached and/or on file with and approved by the Division of
Energy, Mineral and Land Resources (the "Division" or"DEMLR"). The project shall be constructed,
operated, and maintained in accordance with these approved plans and specifications. The approved
plans and specifications are incorporated by reference and are enforceable part of this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations. The permit issued shall continue in force and effect until
the permittee files a request with the Division for a permit modification, transfer, or rescission,
however, these actions do not stay any condition. 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 for cause as allowed by the laws, rules, and regulations contained in Title 15A NCAC
2H.1000 and NCGS 143-215.1 et.al.
I. DESIGN STANDARDS
1. The overall tract built-upon area percentage for the project must be maintained at 24% per the
requirements of the stormwater rules. This permit covers the construction of a total of 805,783
square feet of built-upon area (BUA), which includes 80,780 square feet of future BUA.
2. Each of the 126 lots is limited to a maximum of 4,500 square feet of built-upon area, as
indicated on the application and/or as shown on the approved plans.
3. The only runoff conveyance systems allowed will be vegetated conveyances such as swales
with minimum side slopes of 3:1 (H:V) as defined in the stormwater rules and approved by the
Division.
4. No piping shall be allowed except those minimum amounts necessary to direct runoff beneath
an impervious surface such as a road or under driveways to provide access.
Page 2 of 8

State Stormwater Management Systems
Permit No. SW8 151209
5. The project shall provide and maintain a minimum 50-foot wide vegetative buffer adjacent all
surface waters, measured horizontally from and perpendicular to the normal pool of
impounded structures, the top of bank of each side of streams and rivers and the mean high
water line of tidal waters. All runoff directed into and through the vegetative buffer must flow
through the buffer in a diffuse manner. Roof drains must terminate at the outer edge of the
buffer.
6. Stormwater runoff that is directed to flow through any wetlands shall flow into and through
these wetlands at a non-erosive velocity.
7. As shown on the approved plans, this project proposes several piped collection systems on
steep slopes. Each system uses two weirs to dissipate energy and reduce the flow velocity.
This is permitted as an "alternative method where natural topography or other physical
constraints prevents the use of vegetated swales (subject to a case by case review)," per 15A
NCAC 2H .1002(18) and as an "alternative design" per 15A NCAC 2H .1008(h). If the system
does not function appropriately, the permittee will be required to remove these systems and
replace them with alternative treatment.
8. As shown on the approved plans, this project proposes gravel per SL2015-249 which will be
installed on a portion of Clutch Road. This gravel must be #57 stone and laid at least four
inches thick over filter fabric.
II. SCHEDULE OF COMPLIANCE
1. The maximum built-upon area assigned to each lot via this permit and the recorded deed
restrictions may not be increased or decreased by either the individual lot owner or the
permittee unless and until the permittee notifies the Division and obtains written approval from
the Division.
2. The permittee shall review each lot for new construction and all subsequent modifications and
additions, for compliance with the requirements of the permit. The plans reviewed must include
all proposed built-upon area, grading, and driveway pipe placement. The permittee may
establish an Architectural Review Board (ARB) or Committee (ARC) to review new and
modified lot development plans for compliance with the Covenants and Restrictions, including
the BUA limit. However, any approval given by the ARB or ARC on behalf of the permittee
does not relieve the permittee of the responsibility to maintain compliance with the overall
permitted built-upon area for the project.
3. The permittee is responsible for verifying that the proposed built-upon area on each individual
lot, and for the entire project, does not exceed the maximum allowed by this permit. The
permittee shall routinely monitor the lots and where a lot is determined to have exceeded the
permitted maximum BUA, the permittee shall notify the lot owner of such in writing and shall
require remediation within a reasonable time frame to bring the lot into compliance.
4. Swales, vegetated areas and other vegetated conveyances shall be constructed in their
entirety, vegetated, and operational for their intended use prior to the construction of any built-
upon surface, per the approved plans.
5. During construction, erosion shall be kept to a minimum and any eroded areas of the swales
or other vegetated conveyances will be repaired immediately.
6. The permittee shall at all times provide and perform the operation and maintenance necessary
as listed in the signed Operation and Maintenance Agreement, such that the permitted
stormwater management system functions at its optimum efficiency.
7. The following deed restrictions and protective covenants related to stormwater management
have been recorded in Book 4626 on Pages 2514-2516 with the Pender County Register of
Deeds, are incorporated by reference, and must be maintained in perpetuity:
a. The following covenants are intended to ensure ongoing compliance with State
Stormwater Management Permit Number 151209, 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.
Page 3 of 8

State Stormwater Management Systems
Permit No. SW8 151209
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 Division.
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 is 4,500 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, driveways, and parking areas, but does not include raised, open wood decking,
or the water surface of swimming pools.
g. Filling in, piping or altering any 3:1 vegetated conveyances (ditches, swales, etc.)
associated with the development except for average driveway crossings, is prohibited by
any persons.
h. A 50-foot wide buffer must be provided adjacent to surface waters, measured horizontally
from and perpendicular to the normal pool of impounded structures, the top of bank of
both sides of streams and rivers, and the mean high waterline of tidal waters.
i. All roof drains shall terminate at least 50' from the normal pool of impounded structures,
the banks of rivers and streams and the Mean High Waterline of tidal waters.
j. 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 N.C.G.S. 143, Article 21.
8. The permittee must submit a copy of the recorded deed restrictions within 30 days of the date
of recording.
9. All stormwater conveyances will be located in either public rights-of-way, dedicated common
areas or drainage easements. The final plats for the project will be recorded showing all such
required rights-of-way, common areas and easements, in accordance with the approved plans.
10. The permittee must certify in writing that the project's stormwater controls, and impervious
surfaces have been constructed within substantial intent of the approved plans and
specifications. Any deviation from the approved plans must be noted on the Certification. The
permittee shall submit the Certification to the Division within 30 days of completion of the
project.
11. The permittee shall submit all information requested by the Director or his representative
within the time frame specified in the written information request_
12. The Director may notify the permittee when the permitted site does not meet one or more of
the minimum requirements of the permit. Within the time frame specified in the notice, the
permittee shall submit a written time schedule to the Director for modifying the site to meet
minimum requirements. The permittee shall provide copies of revised plans and certification in
writing to the Director that the changes have been made.
13. The facilities shall be constructed, operated, and maintained in accordance with the provisions
of this permit, the approved plans and specifications, and the supporting documents attached
to this permit and on file with the Division.
14. No person or entity, including the permittee, shall alter any component shown in the approved
plans and specifications. Prior to the construction of any modification to the approved plans,
the permittee shall submit to the Director, and shall have received approval for modified plans,
specifications, and calculations including, but not limited to, those listed below. For changes to
the project or SCM that impact the certifications, a new or updated certification(s), as
applicable, will be required and a copy must be submitted to the appropriate DEQ regional
office upon completion of the modification.
a. Any modification to the approved plans and specifications, regardless of size including
the SCM(s), BUA, details, etc.
b. Redesign or addition to the approved amount of BUA or to the drainage area.
c. Further development, subdivision, acquisition, lease or sale of any, all or part of the
project and/or property area as reported in the approved plans and specifications.
Page 4 of 8

State Stormwater Management Systems
Permit No. SW8 151209
d. Altering, modifying, removing, relocating, redirecting, regrading, or resizing of any
component of the approved SCM(s), the stormwater collection system and/or
vegetative conveyance shown on the approved plan.
e. The construction of any allocated future BUA.
f. Adding the option to use permeable pavement or#57 stone within the lots as a
permeable surface. The request may require a proposed amendment to the deed
restrictions and protective covenants for the subdivision to be submitted and recorded.
g. The construction of any permeable pavement, #57 stone area, public trails, or
landscaping material to be considered a permeable surface that were not included in
the approved plans and specifications.
h. Other modifications as determined by the Director.
III. GENERAL CONDITIONS
1. CORRECTIVE ACTIONS REQUIRED. If the facilities fail to perform satisfactorily, the
permittee shall take immediate corrective actions. This includes actions required by this
Division and the stormwater rules such as the construction of additional or replacement on-site
stormwater systems. These additional or replacement measures shall receive a permit from
the Division prior to construction.
2. CHANGES TO THE PROJECT NAME, PERMITTEE NAME OR CONTACT INFORMATION.
The permittee shall submit a completed Permit Information Update Application Form to the
Division within 30 days to making any one of these changes.
3. TRANSFER. This permit is not transferable to any person or entity except after notice to and
approval by the Director. Neither the sale of the project and/or property, in whole or in part, nor
the conveyance of common area to a third party constitutes an approved transfer of the permit.
a. TRANSFER REQUEST. The transfer request must include the appropriate application,
documentation and the processing fee as outlined in 15A NCAC 02H.1045(2). This
request must be submitted within 90 days of the permit holder meeting one or more of the
following:
i. A natural person who is deceased;
ii. A partnership, limited liability corporation, corporation, or any other business
association that has been dissolved;
iii. A person or entity who has been lawfully and finally divested of title to the
property on which the permitted activity is occurring or will occur through
foreclosure, bankruptcy, or other legal proceeding.
iv. A person or entity who has sold the property, in whole or in part, on which the
permitted activity is occurring or will occur, except in the case of an individual
residential lot sale that is made subject to the recorded deed restrictions and
protective covenants;
v. The assignment of declarant rights to another individual or entity;
vi. The sale or conveyance of the common areas to a Homeowner's or Property
Owner's Association, subject to the requirements of NCGS 143-214.7(c2);
Page 5 of 8

State Stormwater Management Systems
Permit No. SW8 151209
b. TRANSFER INSPECTION. Prior to transfer of the permit, a file review and site inspection
will be conducted by Division personnel to ensure the permit conditions have been met and
that the project and the on-site stormwater system complies with the permit conditions.
Records of maintenance activities performed to date may be requested. Projects not in
compliance with the permit will not be transferred until all permit and/or general statute
conditions are met.
4. COMPLIANCE. The permittee is responsible for compliance with the terms and conditions of
this permit until the Division approves the transfer request.
a. APPROVED PLANS AND SPECIFICATIONS. A copy of this permit, approved plans,
application, supplement, operation and maintenance agreement, all applicable
recorded documents, and specifications shall be maintained on file by the permittee at
all times.
b. DIVISION ACCESS. The permittee grants Division Staff permission to enter the
property during normal business hours to inspect all components of the permitted
project.
c. ENFORCEMENT. 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.
d. ANNUAL CERTIFICATION. The permittee shall electronically submit to the Division an
annual certification completed by either the permittee or their designee confirming the
projects conformance with permit conditions
e. OBTAINING COMPLIANCE. 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 modified plans and certification in writing to the Director that the
changes have been made.
f. OTHER PERMITS. The issuance of this permit does not preclude the permittee from
complying with and obtaining any other permits or approvals that are required for this
development to take place, as required by any statutes, rules, regulations, or
ordinances, which may be imposed by any other Local, State or Federal government
agency having jurisdiction. Any activities undertaken at this site that cause a water
quality violation or undertaken prior to receipt of the necessary permits or approvals to
do so are considered violations of NCGS 143-215.1, and subject to enforcement
procedures pursuant to NCGS 143-215.6.
Permit modified, reissued this the 28th day of February 2022
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
nan renn, ire or
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 6 of 8

State Stormwater Management Systems
Permit No. SW8 151209
Attachment B— Impervious Area Allocation
3/17/2016 2/28/2022
Total Impervious: 805,785 805,785
Onsite Buildings/Lots 558,000 567,000
Onsite Streets 156,727 153,677
Onsite Parking 1,056 3,042
Onsite Sidewalks 0 0
Other On-Site 222 1,134
Future Offsite 89,780 80,932
Page 7 of 8

State Stormwater Management Systems
Permit No. SM 151209
Attachment C - History
1. Version 1.0, 3/17/2016: The original permit was issued.
2. Version 1.1, 2/28/2022: The permit was modified.
a. Lots 166 & 167: These two lots have been added to the plan. These two lots were
deed restricted by BK4626/PG2514-2516 which references MP59/PG93, which shows
these two lots. The impervious area allocation has been updated in Attachment B.
b. The permit was modified to reflect the outfall structures constructed. The resulting non-
erosive flow calculations for the 10year storm were not impacted from the previous
version of the permit.
Page 8 of 8

Permit No.
(to be provided by D R)
State of North Carolina
Department of Environment and Natural Resources
Division of Energy,Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
LOW DENSITY SUPPLEMENT
This form may be photocopied 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 system as defined by 15A NCAC 2H .1002(18). Low density requirements and density factors can be
found in Session Law 2008-211, 15A NCAC 2H .1000, Session Law 2006-246 and the State of North Carolina
Stormwater Best Management Practice Manual. Curb and gutter systems are allowed provided they meet the
requirements in 15A NCAC 2H .1008(g).
I. PROJECT INFORMATION
Project Name : The Knolls at Turkey Creek Section 2
Contact Person: Scott Gerow, Member, Tioga, LLC Phone Number: ( 910 ) 279-1582
Number of Lots: 124 Allowable Built Upon Area(BUA)Per Lot*: 4,500
Number of Dwelling Units Per Acre**:
Low Density Development(check one): ® without curb &gutter ❑ with curb & gutter, outlets to (check one):
❑ Swales ❑ Vegetated Area
*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. BUA shall be
shown in units of square feet.
**(Phase II Post-Construction [non-SA] only)
H. BUILT UPON AREA
Refer to DEMLR's forms and applications website for specific language that must be recorded in the dccd
restrictions for all subdivided projects. (http://portal.nedenr.orWweb/lr/state-stormwater-forms docs)
Complete the following calculation in the space provided below where: Mh
• SA Site Area-the total project area above Mean High Water. C E i
• DF Density Factor- the appropriate percent built upon area divided by 10 H
MAR 16 201
• RA Road Area-the total impervious surface occupied by roadways. BY.
• OA Other Area-the total area of impervious surfaces such as clubhouses,tennis courts, sidewalks, etc.
• No. of Lots -the total number of lots in the subdivision.
• BUA per Lot-the computed allowable built upon area for each lot including driveways and impervious
surfaces located between the front lot line and the edge of pavement.
• Total allowable lot BUA-the computed allowable built upon area for all lots combined.
• Total BUA from lot listing-the sum of built upon area allocated for each lot on the list of non-uniform lots.
Form SW401-Low Density-Rev.3-2/10/09 Page 1 of 4

Calculation:
For uniform lot sizes:
(SA: 3,357,430 ft2 x DF: 0.24)—(RA: 156,727 ft2)-(OA: 91,056 ft2)=BUA per Lot=4,500 ft2
(No of Lots: 124)
For non-uniform lot sizes:
a. (SA: ft2 x DF: ) -(RA: ft)—(OA: ft2) =Total allowable lot BUA= ft2
b. Total BUA from lot listing: sf. b must be<a
III. DESIGN INFORMATION
Complete the following table. If additional space is needed the information should be provided in the same
format as Table 1 and attached to this form. Rainfall intensity data can be found in Appendix 8.03 of the State
of North Carolina Erosion and Sediment Control Planning and Design Manual or at
http://hdsc.nws.noaa.gov/hdse/pfds/
Table 1. Swale design information based on the 0-year storm.
Swale No. Drainage Impervious Grassed C Q Slope Vallow Vamal Flow
Area ac Area ac Area(ac) (cfs (% (fps) (fps) Depth (ft)
1 see attached
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16 _
17
18 MAR 16 2013
19
20
Form SW401-Low Density-Rev.3-2/10/09 Page 2 of 4

0
IV. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the North Carolina Administrative Code Section 15A
NCAC 211 .1000,NCDENR BMP Manual (2007), Session Law 2006-246, and Session Law 2008-211.
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 that the following requirements
have been met and supporting documentation is provided as necessary. If the applicant has designated an agent
on the Stormwater Management Permit Application Form, the agent may initial below. If any item is not met,
then_justification must be attached. Only complete items n through p for projects with curb outlets.
Page/Plan
Initials Sheet No.
a.t For projects in the 20 coastal counties: Per NCAC 2H.1005, a 50 foot wide vegetative buffer
is provided adjacent to surface waters. For Redevelopment projects, a 30' wide vegetative
buffer adjacent surface waters is provided.
b.t For HQW or ORW projects outside the 20 coastal counties: A 30 foot wide vegetative buffer
is provided adjacent to surface waters.
C.t For Phase II Post-Construction projects: All built upon area is located at least 30 feet
landward of all perennial and intermittent surface waters.
d. Deed restriction language as required on form SWU-101 shall be recorded as a restrictive
covenant. A copy of the recorded document shall be provided to DWQ within 30 days of
platting and prior to the sale of any lots.
e. Built upon area calculations are provided for the overall project and all lots.
f. Project conforms to low density requirements within the ORW AEC. (if applicable per
15A NCAC 214 .1007)
�i- g. Side slopes of swales are no steeper than 3:1; or no steeper than 5:1 for curb outlet swales.
h. Longitudinal slope of swales is no greater than 5%;for non-curb outlet projects, calculations
for shear stress and velocity are provided if slope is greater than 5%.
Li. At a minimum, swales are designed to carry the 10 year storm velocity at a non-erosive rate.
l+ j. Swales discharging to wetlands are designed to flow into and through the wetlands at a non-
erosive velocity(for this flow requirement into wetlands,non-erosive is velocity<2 ft/s).
k. Swale detail and permanent vegetation is specified on the plans.
1.' Swale detail provided on plans; includes grass type(s) for permanent vegetative cover.
m. Swales are located in recorded drainage easements.
n.tt Length of swale or vegetated area is at least 100 feet for each curb outlet.
o.tt The system takes into account the rymn-off at ultimate built-out potential QM a s
draining to the system (delineate drainage area for each swale). _Is
p." Curb outlets direct flow to a swale or vegetated area. R
DEC Q 7 2015tProjects in the Neuse,Tar-Pamlico,Catawba River basins,and Randleman Lake may requidditional buffers.
tt Only complete these items for projects with curb outlets. BY.
Form SW401-Low Density-Rev.3-2/10/09 Page 3 of 4

c
V: SWALE SYSTEM MAINTENANCE REQUIREMENTS
1. Mowing will be accomplished as needed according to the season. Grass height will not exceed six inches at
any time; and grass will not be mowed too close to the ground or"scalped".
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 the swales will be repaired and reseeded. Swales will be revegetated as needed and in a
timely manner based on the monthly inspections. Side slopes must be maintained at the permitted slope.
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 Energy, Mineral
and Land Resources.
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 DEMLR of any problems with the system or prior to any
changes to the system or responsible party.
Print Name and Title: Scott Gerow, Member, Tioga, LLC
Address: PO Box 789 Castle HMMe,NC 28429
Phone: [phone] bate:
Signature:
Note: The legally re sibl ar 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.
L 0 r r S ,a Notary Public for the State of N orfih Caro 1,n a ,County of
New H above-r do hereby certify that Scot+ G e r o w personally appeared before me this
day of f l ovewtDe, P) 20 i S ,and acknowledge the due execution of the forgoing swale maintenance requirements.
Witness my hand and official seal,
Notary signature l
DEC 0 7 205;
KEIIIE E. NORRIS BY:
Notary Public `
4` SEANorth Carolina My commission expires ' NI�20%9
New Hanover County
Form SW401-Low Density-Rev3-2/10/09 Page 4 of 4

DEMLR USE ONLY
Date Re eive Fee Paid Permit Number
v9 q .51,9d
STORMWATER PERMITTING FORM 7:
MINOR MODIFICATION
Standard Permitting Program—No Pee for Minor Modification
Express Permitting Program—See Express Fee Schedule
Only complete applications packages will be accepted and reviewed. This form and the required items (with
original signatures) must be sent to the appropriate DEMLR Regional Office, which can be determined by locating
the project on the interactive online map at:http://d`eq.nc.govlcontacVregional-offices.
This form is to only to be used by the current permittee to notify the Division of a minor
modification. Pursuant to Rule 15A NCAC 02H.1002, a minor modification is a change to the project that:
1) does not increase the net built-upon area;and/or
2) does not change the size or design of the SCM(s).
A. GENERAL INFORMATION
1. State Stormwater Permit Number: SW8 151209
2. Current Permit Holder's Company Name/Organization: Tioga, LLC
3. Signing Official's Name: Scott Gerow
4. Signing Official's Title: Member
5. Mailing Address: 4310 US Highway 421 North, Suite 140
City: Wilmington State: NC ZIP: 28401
6. Street Address (if different):
City: State: ZIP:
7. Phone: [phone] Email: sgerow(cD-aol.com
8. Describe the minor modifications that you are requesting, including any revised BUA allocations (attach
additional pages or supporting tables similar to Section IV.10 of the original application, if needed):
Permittee's address is corrected: plan depicts 2 additional lots on Clutch Drive*: plan depicts Clutch
Drive cul de sac*: plan depicts waterfront amenity on Clutch Drive*: plan depicts the asbuilt outfall
alignment
*An updated SWU-101 project information table is attached
B. SUBMITTAL REQUIREMENTS
Please mark"Y"to confirm the items are included with this form. Please mark X"if previously provided. if not
applicable or not available, please mark N/A.:
1. Two hard copies (with original signatures) and one electronic copy of this completed form.
2. Two hard copies and one electronic copy of the revised plan sheets (must be a revision of the
originally approved plan sheets).
3. If there is reallocation of lot BUA, a copy of the revised recorded deed restrictions and protective
covenants OR the proposed recorded deed restrictions and protective covenants documenting
the changes and a signed agreement to provide the final recorded document.
_ 4. If applicable, the appropriate Express review fee. R.—s•..�-- W W
C.—4.0=I V r
SEP 2 4 2021
BY: -
Stormwater Permit Form 7: Minor Modification Page 1 of 2 July 14,2017

'C. CONTACT INFORMATION
1. The Design Professional who is authorized to provide information on the Applicant's behalf:
Design Professional's Name: David L. Menius, P.E.
Consulting Firm: Stroud Engineering, P.A.
Mailing Address: 102-D Cinema Drive
City: Wilmington State: NC Zip: 28403
Phone: (910) 815-0775 Fax: ( )
Email: : [e-mail]
2. [OPTIONAL] If you would like to designate another person to answer questions about the project:
Name&Title:
Organization:
Mailing Address:
City: State: Zip:
Phone: I ) Fax: ( )
Email:
D. CERTIFICATION OF PERMITTEE
I, !QA& , the current permittee, certify that I have authorized the minor modifications listed
in Section A and shown in the attached revised plan sheets. I further attest that this information is accurate and
complete to the best of my knowledge.
Signature: Date:
I, 1��� , a Notary Public for the State of MO 4 / &foAn
County of CdrkfiCL d ereby certify th t
\``,�kersanJjj y appeared before me this the YY day of @ , 20 0, and
41cFn&��%he due execution of the forgoing instrument.Witness my hand and official seal,
NqQ��Y Pub&awf�
Cafte c
c
r�{�tit gnature �}nn
o �fJMy commission expires
ir
SEP 2 4 2021
13
Stormwater Permit Form 7: Minor Modification Page 2 of 2 Oct 6,2017

IV. PROJECT INFORMATION
1. In the space provided below,briefly summarize how the stormwater runoff will be treated.
Runoff from roads will be collected in roadside swales and conveyed towards Turkey Creek(C;Sw).
The project is low density(24%)
2.a.If claiming vested rights,identify the supporting documents provided and the date they were approved:
❑Approval of a Site Specific Development Plan or PUD Approval Date:
❑Valid Building Permit Issued Date:
❑Other: Date:
b.If claiming vested rights,identify the regulation(s)the project has been designed in accordance with:
❑ Coastal SW-1995 ❑Ph H-Post Construction
3. Stormwater runoff from this project drains to the Cape Fear River basin.
4. Total Property Area:10.89 acres 5. Total Coastal Wetlands Area:0 acres
6. Total Surface Water Area: acres
7. Total Property Area(4)-Total Coastal Wetlands Area(5)-Total Surface Water Area(6)=Total Project
Area+: acres
+ Total project area shall be calculated to exclude the following: the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water(NHW)line or Mean High Water
(MHM line,and coastal wetlands landward from the NHW(or MHi)line. The resultant project area is used to
calculate overall percent built upon area (BLIA). Non-coastal wetlands landward of the NHW(or MHW)line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area/Total Project Area)X 100 = %
9. How many drainage areas does the project have? 1 (For high density,count 1 for each proposed engineered
stormwater BMP. For low density and other projects,use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project,attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information Drama a Area_ Drama e Area_ Drainage Area_ Drainage Area_
Receiving Stream Name Turkey Creek
Stream Class * C;Sw
Stream Index Number* 18-74-54
Total Drainage Area(so 3,357,430
On-site Drainage Area(so 3,357,430
Off-site Drainage Area(sf) 0
Proposed Impervious Area** s 805,783
% Impervious Area** total 24%
Impervious'Surface Area Drainage Area_ Drama a Area_ Drama a Area_ Drainage Area_
On-site Buildings/Lots(so 567,000
On-site Streets (so 153,677
On-site Parking (so 3,042 (mail kiosk)
On-site Sidewalks (sf) 0
Other on-site (sf) 1,134 (boat launch)
Future(sf) .59;99$ ,C.' ;,
Off-site (sf) 0 d)n Ia
Existing BUA***(sf) 0
Total s 805,783
* Stream Class and Index Number can be determined at: http.Y&ortal.ncdenr.orglweb/wq[ps/csu/classifications
Impervious area is defined as the built upon area including,but not limited to, buildings, roads,parking areas,
sidewalks,gravel areas,etc.
Form SWU-101 Version 06Aug2012 Page 3 of 6

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STROUD ENGINEERING, P A.
CONSULTING ENGINEERS
102D CINEMA DRIVE
WIL MINGTON,NORTH CAROUNA 28403
V ViWW.STROUDENGINEER.COM
LICENSE NO.C-0647
The Knolls at Turkey Creek Section 2
State Stormwater Manazement Permit No. SW8 151209
Rocky Point Township,Pender County
ENGINEER'S CERTIFICATION
1, James H.Fentress,Jr., P.E., as a duly registered Professional Engineer in the State of
North Carolina, having been authorized to obsenye (pgrkdi gft weekly, full time) the
construction of the project,
The Knolls at Turkey Creek Section 2 Pender County
Project Name Location
for the Permittee hereby state that to the best of abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within
substantial compliance and intent of the permit,the approved plans and specifications, and other
supporting materi
Signature Registration No. ac�404S
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GREENVILLE,NORTH CAROLINA 27858 WILMINGTON,NORT"CAROLINA 28403 WiOREHEAD CITY,NORTH CAROLINA 28557
252.756.9352 910.815.0775 252.247.7479

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STROUD ENGINEERING, P. A.
CONSULTING ENGINEERS
102D CINEMA DRIVE
` iLMINGTON,NORTH CAROLINA 28403
'VVlhWSTROUDENGINEER.COM
LICENSE NO,C-0647
The Knolls at Turkey Creek Section 2
State Stormwater Management Permit No. SW8151209
Rocky Point Township,Pender County
ENGINEER'S CERTIFICATION
I, James H. Fentress, Jr.,P.E., as a duly registered Professional Engineer in the State of
North Carolina, having been authorized to observe (periodically, weekly, full time) the
construction of the project,
The Knolls at Turkey Creek Section 2 Pender County
Project Name Location
for the Permittee hereby state that to the best of abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within
substantial compliance and intent of the permit, the approved plans and specifications, and other
supporting materi
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GREENVILLE.NORTH CAROLINA 2?83_,' WILMINGTON,NORTH CAROLINA 28403 MOREHEAD CITY,NORTH CAROLINA 28657
252.756.9352 910.815.0775 252,247.7479