SW8150211_Historical File_20150518

T&A
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory Donald van der Vaart
Governor Secretary
May 18, 2015
Scott Gerow, Member
Tioga, LLC
P.O. Box 15970
Wilmington, NC 28408
Subject: State Stormwater Management Permit No.SW8 150211
The Knolls at Turkey Creek,Phase II
Low Density Subdivision Project
Pander County
Dear Mr. Gerow:
The Wilmington Regional Office received a complete Stormwater Management Permit Application for The Knolls at Turkey
Creek, Phase II on May 15, 2015. Staff review of the plans and specifications has determined that the project, as proposed,
will comply with the Stormwater Regulations set forth in Session Law•2008-211 and Title 15A NCAC 2H.1000. We are
forwarding Permit No. SW8 150211, dated May 18, 2015, for the construction of the built-upon area associated with the subject
project.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the conditions and limitations as
specified therein, and does not supersede any other agency permit that may be required. Please pay special attention to the
conditions listed in this permit regarding the Operation and Maintenance of the BMP(s), recordation of deed restrictions,
certi'fcation of the project, procedures for changing ownership, and transferring the permit. Failure to establish an adequate
system for operation and maintenance of the stormwater management system, to record deed restrictions, to certify the project
or to transfer the permit in a timely manner, will result in future compliance problems.
If the property for this project has been/will be sold or legall�,Itransferred to another entity OR, the project or permit holder has
changed its name and/or mailing address, it is your responsibility as the permittee to submit a completed and signed
Name/Ownership change form to DEMLR at least 30 calendar days prior to making the changes. These forms are available
on our website at: http://portal.ncdenr.org/web/ir/state-stormwater-forms/web/ir/state-stormwater-forms docs.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request an
adjudicatory hearing by filing a written petition with the Office of Administrative Hearings (OAH). The written petition must
conform to Chapter 150E of the North Carolina General Statutes: Per NCGS 143-215(e) the petition must be filed with the OAH
within thirty (30) days of receipt of this permit. You should contact the OAH with all questions regarding the filing fee (if a
filing fee is required) and/or the details of the filing process atQ714 Mail Service Center, Raleigh, NC 27699-6714, or via
telephone at 919-431-3000, or visit their website at www.NCOA-H.com. Unless such demands are made this permit shall be
final and binding.
If you have any questions or need additional information concern�i rg this matter, please contact Steve Pusey at [phone].
Sincerely,
Si4
Tracy Davi , P.E., Director
Division of Energy, Mineral and Land Resources
GDS/sgp: G:\WQ\Shared\Stormwater\Permits & Projects\2015\150211 LD\2015 05 permit 150211
CC: James H. Fentress, Jr., PE - Stroud Engineering, PA
Pander County Inspections
NCDOT District Engineer
Wilmington Regional Office Stormwater File
Division of Energy,Mineral,and Land Resources
Land Quality Section-Wilmington Regional Office
127 Cardinal Drive Extension,Wilmington, North Carolina 28405-[phone]/Fax:[phone]

State Stormwater Management Systems
Permit No. SW8 150211
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE 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, Phase 11
Carver Drive, Rocky Point, 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 collectively
and separately referred to as the "storrnwaterrules') and the approved stormwater management
plans and specifications, and other supporting data as attached and on file with and approved by
the Division and considered a parr of this permit.
The Permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specific conditions and limitations:
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
113,400 square feet of built-upon area (BUA), which includes 105,900 square feet of
proposed BUA and 7,500 square feet of future BUA allocation.
2. Each of the16 lots is limited to a maximum of 5,640 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.
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.
Page 2 of 6

State Stormwater Management Systems
Permit No. SW8 150211
II. SCHEDULE OF COMPLIANCE
1. No person shall alter the approved stormwater management system or fill in, alter, or pipe
any drainage feature (such as swales) shown on the approved plans as part of the
stormwater management system, except for minimum driveway crossings, unless and until
the permittee submits a modification to the permit and receives approval from the Division.
2. 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.
3. The permittee shall review and keep records.of all proposed and approved development on
each lot. The plans reviewed must include all proposed built-upon area. 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.
4. 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 monitor all construction on each lot 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 require remediation within a reasonable time frame to bring the
lot into compliance.
5. 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.
6. During construction, erosion shall be kept to a minimum and any eroded areas of the swales
or other vegetated conveyances will be repaired immediately.
7. 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.
8. Deed restrictions are incorporated into this permit by reference and must be recorded with
the Office of the Register of Deeds prior to the sale of any lot. Recorded deed restrictions
must include, at a minimum, the following statements related to stormwater management:
a. The following covenants are intended to ensure ongoing compliance with State
Stormwater Management Permit Number 150211, as issued by the Division 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 is 5,640 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.
Page 3 of 6

State Stormwater Management Systems
Permit No. SW8 150211
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 this
stormwater management permit or the requirements of the stormwater rules under
15A NCAC 02H.1000 as amended under Session Law 2008-211, is subject to
enforcement procedures as set forth in N.C.G.S. 143, Article 21.
9. The permittee must submit a copy of the recorded deed restrictions within 30 days of the
date of recording.
10. 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.
c. Further subdivision, acquisition or sale of the project area in whole or in part. The
project area is defined as all property owned by the permittee, for which Sedimentation
and Erosion Control Plan approval or a CAMA Major permit was sought.
d. Filling in, piping, or altering any vegetative conveyance shown on the approved plan,
except the minimum driveway crossings.
e. The development of any future area or additional phase(s) noted on the approved
plans.
11. All stormwater conveyances will be located in either a dedicated right-of-way (public or
private), recorded common areas or recorded 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.
12. 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.
13. The permittee shall submit all information requested by the Director or his representative
within-the time frame specified in the written information request.
14. 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.
Page 4 of 6

State Stormwater Management Systems
Permit No. SW8 150211
III. GENERAL CONDITIONS
1. This permit is not transferable to any person or entity except after notice to and approval by
the Director. A request to transfer the permit will be considered on its merits and may or may
not be approved. The permittee shall complete, sign and submit one of the two
Name/Ownership Change Forms available online. The Name/Ownership Change Form must
be accompanied by the supporting documentation as listed on the form and must be
submitted to the appropriate Regional Office of the Division at least 60 days prior to any one
or more of the following events:
a. The sale or conveyance of the project area in whole or in part, except for individual lot
sales which are made subject to the recorded covenants and restrictions of record;
b. The sale or conveyance of the common areas to the HOA or POA where the
requirements of Session Law 2011-256 have been met;
c. The dissolution of the corporate entity, LLC, or General Partnership;
d. Bankruptcy and/or foreclosure proceedings;
e. A name change of the permittee;
f. A name change of the project;
g. A mailing address change of the permittee.
2. The Permittee is responsible for compliance with all the terms and conditions of this permit
until such time as the Division approves the permit transfer in writing. Neither the sale of the
project area, in whole or in part, nor the conveyance of common area to a third party
constitutes an approved transfer of the stormwater permit.
3. Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to enforcement procedures by the Division, in accordance with North Carolina
General Statutes 143-215.6A to 143-21 SAC_
4. The permit issued shall continue in force and effect untii revoked or terminated.
5. The permit may be modified, revoked and reissued or terminated for cause. The filing of a
request for a permit modification, revocation and re-issuance, or termination does not stay
any permit condition.
6. 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 of the North Carolina Administrative
Code, Subchapter 2H.1000; and North Carolina General Statute 143-215.1 et. al
7. The issuance of this permit does not preclude the Permittee from complying with and
obtaining any and all other permits or approvals that are required in order 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.
8. Any person or entity found to be in noncompliance with.the provisions of this stormwater
permit or the requirements of the stormwater rules under 15A NCAC 02H.1000 as amended
under Session Law 2008-211, is subject to enforcement procedures as set forth in N.C.G.S.
143, Article 21.
9. Approved plans, application, supplements, operation A maintenance agreements and
specifications for projects covered by this permit are incorporated by reference and are
enforceable parts of the permit. A copy of this permit, application, supplements, the
operation and maintenance agreements, and the approved plans and specifications shall be
maintained on file by the Permittee at all times.
10. The Permittee grants permission to DENR Staff to enter the property during normal business
hours for the purposes of inspecting the stormwater control system and its components.
Page 5 of 6

State Stormwater Management Systems
Permit No. SW8 150211
11. Unless specified elsewhere, permanent seeding requirements for the swales must follow the
guidelines established in the North Carolina Erosion and Sediment Control Planning and
Design Manual.
Permit issued this the 18th day of May, 2015.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
---------A
Cy P is, P.E., 'rector
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 6 of 6

Pusey, Steven
From: Pusey, Steven
Sent: Friday, May 15,2015 1:22 PM
To: Fentress, Jimmy
Subject: The Knells at Turkey Creek Ph II
Importance: High
Jimmy,
I reviewed your new plan for the subject project and all looks good. However,we need one(1)more copy in order to
submit the permit. Can you please deliver another copy ASAP. Originally,you supplied 3 copies. Do you want us to
send a copy to anyone besides the permittee,Scott Gerow?
Thanks,
Steve
Stetleng.Puse�
Environmental Engineer
NCDENR- Division of Energy, Mineral and Land Resources
127 Cardinal Drive Ext.
Wilmington, NC 28405
Ph [phone] i Fax[phone]
http://r)ortal.ncdenr.ore/web/irlstormwater
(W Before printing this email,please consider your budget and the environment.
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties.
1

STROUD ENGINEERING, P.A. 1KECT T[gn
102-D Cinema Drive
Wilmington, NC 28403
DATE ^ 1 �, ZDILJ JOB NO. I O
G6 S
[phone] ATTENTION
J+cJ� ��Sc
TO N LD Cz, RE:
K-rQ( Z
Z
WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items:
❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications
❑ Copy of letter ❑ Change order ❑
COPIES DATE NO. DESCRIPTION
CQD14 O S-6 vti -�e r
THESE ARE TRANSMITTED as checked below:
❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval
❑ For your use ❑ Approved as noted ❑ Submit copies for distribution
❑ As requested ❑ Returned for corrections ❑ Return corrected prints
❑ For review and comment ❑
❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS
MAY 15 2015
RV,
COPY TO
SIGNED:
/f enclosures are not as noted,kindly no ft us at once.

S STROUD ENGINEERING, P.A.
\� CONSULTING ENGINEERS
102-D CINEMA DRIVE
WILMINGTON, NORTH CAROLINA 28403
[phone]
April 9, 2015
NCDENR IV is
Attn: Steven Pusey
127 Cardinal Drive MAY I 1 20%
Wilmington,North Carolina 28405
BY:
Re: The Knolls at Turkey Creek Subdivision Phase 2
Pender County
Dear Steven,
Please find the attached stormwater management plan revisions per your request. The
attached plans represent our address to the numbered items reported in your March 25,2015 letter.
They are as follows:
1. The original reservation of 4,800 square feet of impervious was intended to serve the
common area where it is desired to have paved access and some parking. Under this scrutiny
we have determined that additional impervious should be reserved. The application now
reserves 7,500 square feet for this purpose. This reservation is perpetuated in the appropriate
areas of the application and supplement forms.
2. The Deed Restrictions that were recorded for the first phase will be used forthe second phase
as well with the exception that the impervious aliowance, BUA, will be 5640 square feet.
3. Section V) on page 4 of the application has now been initialed.
4. The "Required Items Checklist" on page 3 of the law density supplement has now been
initialed.
5. The number ofacres disturbed is now reported on page 1 of tile application.
6. Only a small portion of the rear yard of lot 16 in Drainage area A has potential to drain to this
swale. Drainage areas B 1 and B2 have been accounted for in the design of the phase 1 swale
which drains to the existing amenity pond.
7. Spot elevations are now shown along; the proposed swale.
8. The thirty feet width of the drainage easement is now indicated on the plan.
9. The eighteen and twenty feet width of the roads is now indicated on the plan.
I hope that this adequately addresses your concerns. Please let me know 1f you have any
questions or additional needs. ,
spectf ].ly,
�u�chme�►ls _ �
,IHF/ir I l' ii- tress,r., E.
107 COlkili�}(EK6M� 11W I056\+vpd\cu er leper flor revisions.doc 5 oud Engineering4 ON PLAZA TWO
SUITE B 102-D CINEMA DRIVE 151-A HWY.24
GREENVILLE,NC 27858 WILMINGTON,NC 28403 MOREHEAD CITY,NC 28557
[phone] . [phone] [phone]

Date Received Fee Paid Permit Number
Applicable Rules: Cl Coastal SW-1995 ❑Coastal SW-2008 ❑Ph II-Post Construction
(select a that apply) ❑Non-Coastal SW-HQW/ORW Waters ❑Universal Stormwater Management Plan
❑Other WQ MEput Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Project Name(subdivision,facility,or establishment name-should be consistent with project name on plans,
specifications,letters,operation and maintenance agreements,etc.):
The Knolls at Turkey Creek,Phase 2
2, Location of Project(street address):
Carver Drive
City: Rocky Point County: Pender Zip: 28457
3. Directions to project(from nearest major intersection):
From the intersection of NC 117 and NC 210,take NC 210 west 1 mile. Turn left onto Carver Drive.
Continue on Carver Drive for 0.75;axles. The proposed entrance to the project is on the right,opposite
Pine Hollow Drive.
4. Latitude: 34°23'31"N Longitude: 77'55'21"W of the main entrance to the project.
in 2
II. PERMIT INFORMATION: "RECEIVE
1.a.Specify whether project is(check one): NNew ❑Modification ❑Ren w/Modificationt
tReneroals with modifications also requires SWU-102- ert pT�c io O rrc
b.If this application is being submitted as the result of a modification to an existing p t,list the existing
permit number ,its issue date(if known) ,and
construction: ❑Not Started ❑Partially Completed* ❑Completed* *provide a designer's certification
2. Specify the type of project(check one):
®Low Density ❑High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application,list the stormwater project number,if
assigned, and the previous name of the project,if different than currently
proposed,
4.a.Additional Project Requirements(check applicable blanks;information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major ®Sedimentation/Erosion Control:6.72 ac of Disturbed Area
❑NPDES Industrial Stormwater ❑404/401 Permit:Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name,Project/Permit Number,
issue date and the type of each permit:
5. Is the project located within 5 miles of a public airport? NNo ❑Yes
If yes, see S.L.2012-200,Part VI:lnttp://portal.nedenr,org/web/wq/ws/su/statesw/rules laws
Forin SWU-101 Version 06Aug2012 Page 1 of 6

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(CSw)
The project is low density(24%)and will have minimal effect on either the quantity or quality of runoff.
2.a.if claiming vested rights,identify the supporting documents provided ax ed 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 regulations)the project has been designed in accordance with:
❑Coastal SW--1995 ❑ Ph II-Post Construction
3. Stormwater runoff from this project drains to the Cape Fear River basin.
4. Total Property Area:10.86 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
(AIW line,and coastal wetlands landward from the NHW(or MHM line. The resultant prpject area is used to
calculate overall percent built upon area(BZIA). Non-coastal wetlands landward of the NHW(orA4HM 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.
Iiasin: iforniaton 'i5ina eATea:._.;I)ra�na e:Area e.,Area,_: 11Yaua e..Axea__
Receiving Stream Name Turkey Creek
Stream Class * QSw
Stream Index Number* 18-74-54
Total Drainage Area (sf) 472499
On-site Drainage Area(sf) 472499
Off-site Drainage Area(sf) 0
Proposed Im ervious Area's s 113,400
%Impervious Area** total 24%
:etrQts: :Sifacxea
On-site Buildings/Lots(sf) 90245
On-site Streets (sf) 15655
On-site Parking (sf) 0
On-site Sidewalks (sf) 0
Other on site (s 0
Future(sf) 7500 (COMMON
� A
RESER;JE`
Off-site (sf) 0
Existing BUA***(sf) 0 15 2015
Total (sf): 113,400
* Stream Class and Index Number can be determined at: ht ortad.ncdenr.or veb nfimac
Form SWU-101 Version 06Aug2012 Page 3 of 6

11. How was the off-site impervious area listed above determined?Provide documentation.na
Pro'ects in Union Coun : Contact DWQ Central Office staff to check if the project is located within a Threatened&
Endangered Species watershed that maybe subject to more stringent stormwater requirements as per I5A NCAC 02B.0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance(O&M)forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from http:/1portaLncdenr.org/web/wq/ws/su/bmp-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality(DWQ).
A complete package includes all of the items listed below. A detailed application instruction sheet and BMP
checklists are available fromh4p://portal.ncdem.org/web/wq/ws/su/statesw/forms_docs. The complete
application package should be submittedlo the appropriate DWQ Office. (The appropriate office may be
found by locating project on the interactive online map at http://gortal.iicdenr.org/web/wq/ws/su/maps.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item.All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package fromhttp://portal.ncdenr.org/web/wgJws/su/statesw/forms_docs.
,[ 't-itals
1. Original and one copy of the Stormwater Management Permit Application Form.
2. Origntal and one copy of the signed and notarized Deed Restrictions&Protective Covenants
Form. (if required as per Part VIf belozo)
3. Original of the applicable Supplement Form(s)(sealed,signed and dated)and O&M
agreement(s)for each BMP.
4. Permit application processing fee of$505 vintable to NCDENR. (For an Express reviiew,refer to
http://www.gg help.org/pages/mgatopexpress.htm for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative(one to two pages)describing the stormwater treatment/managementfor Jk
the project. This is required in addition to the brief summary provided in the Project
Information,item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within 1/2 mile of the site boundary,include the 1/z
mile radius on the map. '``
7. Sealed,signed and dated calculations(one copy). -
8, Two sets of plans folded to 8.5"x 14" (sealed,signed,&dated),including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures,the banks of streams and rivers,the MHW or NHW -c
waters,and any coastal wetlands landward of the MHW or NHW lines. UEIVE
• Delineate the vegetated buffer landward from the normal pool elevatio = ounded
structures,the banks of streams or rivers,and the MHW(or NHW)of tit w . ' 5 2015
i. Dimensioned property/project boundary with bearings&distances.
j. Site Layout with all BUA identified and dimensioned. BY,
k. Existing contours,proposed contours,spot elevations,finished floor elevations.
1. Details of roads,drainage features,collection systems,and stormwater control measures.
m.Wetlands delineated,or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage(including off-site),drainage easements,pipe sizes,runoff calculations.
o. Drainage areas delineated(included in the main set of plans,not as a separate doc,.n nant).
p. Vegetated buffers (where required).
Form SWU-101 Version 06Aug2012 Page 4 of 6

9. Copy of any applicable soils report with the associated SI IWT elevations(Please identify
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs.Include an 8.5"x11"copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs,the report should also
include the soil type,expected infiltration rate,and the method of determining the infiltration rate.
(Infiltration Devices submitted to Wi RO:Schedule a site visit for DWQ to verij ij the SHKIT prior
to submittal, [phone].) °
10. A copy of the most current property deed.Deed book:4458 Page No:183
11. For corporations and limited liability corporations(LLC):Provide documentation from the NC
Secretary of State or other official documentation,which supports the titles and positions held
by the persons listed in Contact Information,item.la,2a,and/or 3a per 15A NCAC 2H.1003(e).
The corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State,otherwise the application will be returned.
hft://www.secrgtftKy.state.-nc.us/Corgorations/CSearc'h.ppx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions,outparcels,and future development,the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary,a table listing each lot number,lot size,and the allowable built-upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from
http://portal.ncdenr.org/web/wq/ws/su/statesw/fnrms_docs.Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner,it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s)below,the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project,if required,shall include all the items required in the permit and listed
on the forms available on the website,that the covenants will be binding on all parties and persons claiming
under them.that they will run with the land;that the required covenants cannot be changed or deleted
without concurrence from the NC DWQ and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm(such as a
consulting engineer and/or firm)so that they may provide information on your behalf for this project(such as
addressing requests for additional information).
Consulting Engineer: Tames H.Fentress Ir.,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: (910 ) 815-0593
Email: [e-mail]
IX. PROPERTY OWNER AUTHORIZATION(if Contact Information,item 2 has been filled out,complete this
section)
I, (print or hjpe naive of person listed in Contact Fnformation,item 2a). ,certify that I
own the property identified in this permit application,and thus give permission to(print or type name of person
listed in Contact Information,item 1a) with(print or type name of organization listed in
Contact Information,item 1a) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal,:Which indicates the
party responsible for the operation and maintenance of the stormwater system.
IV EE
MAY 15 2015
Foam SWU-101 Version 06Aug2012 Page 5 of 6

Permit No.
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
S T ORYLWA T ER MM-4AOEMENT PERIV i 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 2I-I .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 DWQ BMP 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 Phase 2
Contact Person: James H. Fentress, Jr.,P.E.,Stroud Engineering P.A. Phone Number: (910 )815-0775
Number of Lots: 16 Allowable Built Upon Area(BUA)Per Lot*: 5640
Number of Dwelling Units Per Acre":: 1.47
Low Density Development(check one): N 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 11 Post-Construction(non-SA)only)
YI. BUILT UPON AREA
Refer to DWQ's forms and applications website for specific language that must be recorded in the deed
restrictions for all subdivided projects. (http://h2o.enr.state.ne.us/su/bmp orms.htm)
Complete the following calculation in the space provided below where:
• SA Site Area-the total project area above Mean High Water.
• 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.
• No. of Lots 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. rb
I V
Elml
• Total allowable lot BUA-the computed allowable built upon.area for all lots c• Total BUA from lot listing -the sum of built upon area allocated for each lot oist of non-uruf lots.
. BY:
Form SW40I-Low Density-Rev.3-2/10/09 Page I of 4

Calculation:
For uniform lot sizes:
(SA: f x DF: f)(OA: fizz=BUA per Lot= fe
(No of Lots: i
For non-uniform lot sizes: �u�'Urc Commo+� area reS�r�.�.
a. (SA: 472499 ft x DF: .24)—(RA: 15655 ftL)—(OA: 7500 ft ) =Total allowable lot BUA=90245 ft2
b. Total BUA from lot listing: 5640sf. b must be 5 a
>Clli. 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://hdse.nws.noaa.gov/hdsc/pfds/
Table 1. Swale design information based on the 10-year storm.
Swale.No. :.:Drainage:.Impervious :Grassed: .:. . : :C Q .: :Slope...: . Ot, i Flow.
Area ac Area ac Area ac (cfs) % s (fps De th(ft
1 2.5 0.811 1.69 .48 7.8 0.004 4 1.83 0.75
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18 I i
19
20 MAY 1 2015
BY:
Form SW401-Low Density-Rev.3-2/10/09 Page 2 of 4

IV. REQU[RED ITEMS CHECKLIST
The following checklist outlines design requirements per the North Carolina Administrative Code Section 15A
NCAC 2H.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
incoxtmplele submittal package will result in a request for additional information. This will deitay 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.
C. Built upon area calculations are provided for the overall project and all lots.
,L_ f Project conforms to low density requirements within the ORW AEC. (if applicable per
15A NCAC 2H .1007)
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 outletprojects, calculations
for shear stress and velocity are provided if slope is greater than 5%.
i. At a minimum, swales are designed to cagy the 10 year storm velocity at a non-erosive rate.
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).
1 k. Swale detail and permanent vegetation is specified on the plaits.
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.
The system takes into account the run-Gff at ultimate built-Gut potential from all surfaces
draining to the system;delineate drainage area for each swale).
p.tt Curb outlets direct flow to a swale or vegetated area. ��r�er
t Projects in the Neuse,Tar-Pamlieo,Catawba River basins,and Randleman Labe m r�u1ire add'tV rs.
tt Only complete these items for projects with curb outlets. MAY 15 2015
Form SW401-Low Density-Rev.3 2/10/09 Page 3 of 4 � '

Worksheet
Worksheet for Trapezoidal Channel
Project Description
Worksheetwlp-F`
Flow Element Trapezoidal Cha
Method Manning's l=ormt
Solve For Channel Death
Input Data
Mannings Coeffic 0.030
Slope Left Side 0D 4000 f t ide Slope 0.20 VH ,a%aNCAIr s
Right Side Slope 0.20 V:H es` ��NS/g ,'�e
�b 2O+�f ti O
QaF
Bottom Width 2,G0 f
Discharge 7.80 cfs
4: 20643
Results '��`•••��GINE�
T.
Depth 0.75 ft '•,'4�H,•�•. �Q`� !4m
as
Flow Area 4.3 ftz r��!l1I &10"' I
5
Wetted Perim( 9.64 f
Top Width 9.46 f
Critical Depth 0.52 ft 'A
Critical Slope 0.019306 ft/ft
llelo�ity fi�,83 t1s
Velocity Head 0.05 It
Speclfic Eneri 0.80 It
Froude Numb 0.48
Flow Type Subcdtical
NV
MAY 15 2015
BY:
Project Engineer:Julie Tuten
w:1..lstormwater phase 2lswale f.fm2 Stroud Engineering Company FlowMaster v6.0[614bj
04/06/15 04:33:36 PM 0 Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA [phone] Page 1 of 1

Worksheet
Worksheet for Trapezoidal Channel
Project Description
Worksheet Swale F
Flow Element Trapezoidal Cha
Method Manning's Formi
Solve For Channel Depth
Input Data
Mannings Coeffic 0,030
Slope 004000 ft/ft *•••••••r'"����,,��
Left Side Slope 0.20 V:H %% �N CAgO� �•�,
Right Side Slope 0.20 V: H p
�• S 0
Width 'F E S%•
Z '
Bottom dth 2.00 ft • Q y;
Discharge 7.80 cfs — �
'•° SEAL f
_ 20643
Results
Depth 0.75 ft Al y FO asses
Flow Area 4.3 ft2 81869r•••••ss
Wetted Perim( 9.61 ft r
Top Width 9.46 ft
Critical Depth 0.52 ft
Critical Slope 0.019305 ft/ft
Velocity 183 ft/s
Velocity Head 0.05 ft
Specific Enerc 0.80 ft
Froude Numbi 0.48
Fiow Type 5ubcritical
APR 0 9 2015
BY:
Project Engineer:Julie Tuten
w:1...lstormwater_phase 2lswale f.fm2 Stroud Engineering Company FlowMaster v6.0[614b]
04/06/15 04:33:36 PM ©Haestad Methods, Inc. 37 Brookside Road Waterbury,CT 06708 USA [phone] Page 1 of 1

DW Q USE ONLY
Date Received Fee Paid Permit Number
'Z7 101 1 0•, r225' Sw D 2-
Applicable Rules: ❑Coastal W-1995 ❑ Coastal SW-2008 ❑Ph II-Post Construction
(select all that apply) ❑Non-Coastal SW-HQW/ORW Waters ❑Universal Stormwater Management Plan
❑Other WQ Mgmt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWAi'ER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
EI
I. GENERAL INFORMATION pp h �
r1�t�1. Project Name(subdivision,facility,or establishment name-should be consistent w prAPA e?%
specifications,letters,operation and maintenance agreements,etc.):
The Knolls at Turkey Creek,Phase 2 BY.
2. Location of Project(street address):
Carver Drive
City: Rocky Point County: Pender Zip: 28457
3. Directions to project(from nearest major intersection):
From the intersection of NC 117 and NC 210,take NC 210 west 1 mile. Turn left onto Carver Drive.
Continue on Carver Drive for 0.75 miles. The proposed entrance to the project is on the right,opposite
Pine Hollow Drive.
4. Latitude: 34*23'31"N Longitude: 770 55'21"W of the main entrance to the project.
II. PERMIT INFORMATION:
1.a.Specify whether project is(check one): ®New ❑Modification ❑Renewal w/Modificationt
tRenewals with modifications also requires SWU-102-Renewal Application Form
b.If this application is being submitted as the result of a modification to an existing permit,list the existing
permit number ,its issue date(if known) ,and the status of
construction: ❑Not Started ❑Partially Completed* ❑Completed* *provide a designer's certification
2. Specify the type of project(check one):
®Low Density ❑High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application,list the stormwater project number,if
assigned, and the previous name of the project,if different than currently
proposed,
4.a.Additional Project Requirements(check applicable blanks;information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major ®Sedimentation/Erosion Control:6.72 ac of Disturbed Area
❑NPDES Industrial Stormwater ❑404/401 Permit.Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name,Project/Permit Number,
issue date and the type of each permit:
5. Is the project located within 5 miles of a public airport? ®No []Yes
If yes,see S.L.2012-200, Part VI:httl2:Hl2ortal.ncdenr.org/web/wq/ws/su/statesw/rules laws
Form SWU-101 Version 06Aug2012 Page 1 of 6

III. CONTACT INFORMATION
1.a.Print Applicant/ Signing Official's name and title(specifically the developer,property owner,lessee,
designated government official,individual,etc.who owns the projecfl:
Applicant/Organization:_Tioga,LLC
Signing Official&Title: Scott Gerow,Member
b.Contact information for person listed in item 1a above:
Street Address: 2706 Dirck Road
City: Castle Hayne State: NC Zip: 28429
Mailing Address(if applicable): PO Box 15970
City: Wilmington State: NC Zip: 28408
Phone: (910 ) 279-1582 Fax: ( )
Email: [e-mail]
c.Please check the appropriate box.The applicant listed above is:
®The property owner(Skip to Contact Information,item 3a)
❑Lessee*(Attach a copy of the lease agreement and complete Contact Information,item 2a and 2b below)
❑Purchaser*(Attach a copy of the pending sales agreement and complete Contact Information,item 2a and
2b below)
❑Developer*(Complete Contact Information,item 2a and 2b below.)
2.a.Print Property Owner's name and title below,if you are the lessee,purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization:
Signing Officiai&Title:
b.Contact information for person listed in item 2a above:
Street Address:
City: State: Zip:
Mailing Address(if applicable):
City: State: Zip:
Phone: ( ) Fax: ( )
Email:
3.a. (Optional)Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization:
Signing Official&Title:
b.Contact information for person listed in item 3a above: E C E I V E
Mailing Address:
Q I Lo UU LUI
City: State: R:
Phone: ( ) Fax: BY:
Email:
4. Local jurisdiction for building permits: _Pender County
Point of Contact: Inspections Department Phone#: (910 ) 259-1275
Fonn SWU-101 Version 06Aug2012 Page 2 of 6

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%)and will have minimal effect on either the quantity or duality of runoff.
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:10.86 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(NI�VV) line or Mean High Water
(MHM line,and coastal wetlands landward from the NHW(or MHM Iine. The resultant project area is used to
calculate overall percent built upon area (B UA). 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_ Drainage Area_ Drama e Area_ Drainage Area_
Receiving Stream Name Turkey Creek
Stream Class * C;Sw
Stream Index Number* 18-74-54
Total Drainage Area(sf) 472499
On-site Drainage Area(sf) 472499
Off-site Drainage Area(sf) 0
Proposed Impervious Areas 113,400
% Impervious Area** total 24%
Im exvious"'Surface Area Drama a Area Drama a Area_ Drama e Area Drama e Area_
On-site Buildings/Lots(sf) 90245
On-site Streets (sf) 15655
On-site Parking (sf) 0
On-site Sidewalks (sf) 0
Other on-site (sf) 0
Future(sf) 7500 (COMMON
AREA IV
RESERVE
Off-site (sf) 0
Existing BUA***(sf) 0
Total (sf): 113,400
* Stream Class and Index Number can be determined at: http,6/ ortal.ncdenr.org/web/wq/ps/csu/classifications
Form SWU-101 Version 06Aug2012 Page 3 of 6

11. How was the off-site impervious area listed above determined?Provide documentation.na
Pro 0ects in Union County: Contact DWQ Central Office staff to check if the project is located within a Threatened&
Endangered Species watershed that may be subject to more stringent stormwater requirements as per I5A NCAC 02B.0600.
V. SUPPLEMENT AND O&M FORMS
1.
The applicable state stormwater management permit supplemment and operation and maintenance(O&;r1)forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from http://portal.ncdenr.org/web/wq/ws/su/bmp-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality(DWQ).
A complete package includes all of the items listed below. A detailed application instruction sheet and BMP
checklists are available from bMp://portal.ncdenr.org/web/wq/ws/su/statesw/forms does. The complete
application package should be submitted to the appropriate DWQ Office. (The appropriate office may be
found by locating project on the interactive online map at http://portal.ncdenr.org/web/wq/ws/su/maps.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item.All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from http://portal.ncdenr.org/web/wq/ws/su/statesw/forms does.
1. Original and one copy of the Stormwater Management Permit Application Form,
2. Original and one copy of the signed and notarized Deed Restrictions&Protective Covenants
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed,signed and dated)and O&M
agreement(s)for each BMP.
4. Permit application processing fee of$505 payable to NCDENR. (For an Express review,refer to
http://www.envhelp.org/pages/onestopexpress.hbnl for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative(one to two pages) describing the stormwater treatment/managementfor
the project. This is required in addition to the brief summary provided in the Project
Information,item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within 1/2 mile of the site boundary,include the 1/2
mile radius on the map.
7. Sealed,signed and dated calculations(one copy).
8. Two sets of plans folded to 8.5"x 14" (sealed,signed,&dated),including: �o
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures,the banks of streams and rivers,the MHW or NHW line of tidal
waters,and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures,the banks of streams or rivers,and the MHW(or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings&distances.
J. Site Layout with.all BIJA identified and dimensioned.
k_ Existing contours,proposed contours,spot elevations,finished floor elevati
i. Details of roads,drainage features,collection systems,and stormwater con
m.Wetlands delineated,or a note on the plans that none exist. (Must be define d b a1
qualified person. Provide documentation of qualifications and identify the sooLY
made the determination on the plans.
n. Existing drainage(including off-site),drainage easements,pipe sizes,runoff ulations.
o. Drainage areas delineated(included in the main set of plans,not as a separat ument).
p. Vegetated buffers (where required).
Form SW-101 Version 06Aug2012 Page 4 of 6

9. Copy of any applicable soils report with the associated SHWT elevations(Please identify
elevations in addition to depths)as well as a map of the boring locations with the existing
elevations and boring logs.Include an 8.5"x11" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs,the report should also
include the soil type,expected infiltration rate,and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO:Schedule a site visit for DWQ to verify the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed.Deed book:4458 Page No:183
1i. For corporations and limited liability corporations(LLC):Provide documentation from the NC
Secretary of State or other official documentation,which supports the titles and positions held
by the persons listed in Contact Information,item 1a,2a,and/or 3a per 15A NCAC 21-1.1003(e).
The corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State,otherwise the application will be returned.
http://www.secretary.state.nc.us/Corporations/CSearch.La x
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions,outparcels,and future development,the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary,a table listing each lot number,lot size,and the allowable built-upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from
http://portal.ncdenr.org/web/wq/ws/su/statesw/forms docs.Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner,it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s)below,the permit holder(s)certify that the recorded property restrictions and
protective covenants for this project,if required,shall include all the items required in the permit and listed
on the forms available on the website,that the covenants will be binding on all parties and persons claiming
under them,that they will run with the land,that the required covenants cannot be changed or deleted
without concurrence from the NC DWQ and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm(such as a
consulting engineer and/or firm)so that they may provide information on your behalf for this project(such as
addressing requests for additional information).
Consulting Engineer: James H.Fentress Tr.,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: (910 ) 815-0593
Email: [e-mail]
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information,item 2 has been filled out,complete this
section)
I,(print or type name of person listed in Contact Information,item 2a) ,certify that I
own the property identified in this permit application,and thus give permission to(print or type name of person
listed in Contact Information,item 1a) with(print or type name of organization listed in
Contact Information,item 1a) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal,which indicates the
party responsible for the operation and maintenance of the stormwater system.
CEM
APR 0 9 205
BY:
Form SWU-101 Version 06Aug2012 Page 5 of 6

As the legal property owner I acknowledge,understand,and agree by my signature below,that if my designated
agent(entity listed in Contact Information,item 1)dissolves their company and/or cancels or defaults on their
lease agreement,or pending sale,responsibility for compliance with the DWQ Stormwater permit reverts back to
me,the property owner.As the property owner,it is my responsibility to notify DWQ immediately and submit a
completed Name/Ownership Change Form within 30 days;otherwise I will be operating a stormwater treatment
facility without a valid permit. I understand that the operation of a stormwater treatment facility without a valid
permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement action including
the assessment of civil penalties of up to$25,000 per day,pursuant to NCGS 143-215.6.
Signature: Date:
I, a Notary Public for the State of County of
do hereby certify that personally appeared
before me this_day of and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission expires
X. APPLICANT'S CERTIFICATION
I,(print or type name of person listed in Contact Information,item la) Scott G erow
certify that the information included on this permit application form is,to the best of my knowledge,correct and
that the project will be constructed in conformance with the approved plans,that the required deed restrictions
and protective covenants will be recorded,and that the proposed project complies with the requirements of the
applicable stormwater rule5.aroer 15A NCAC 21-1.1000 and any other applicable state stormwater requirements.
Signature: Date:
I, a Notary Public for the State of C County of
N e w Kane Je rdo hereby certify that s C v--(=t C-7(t--rC)V-J personally appeared
before me this day of 1:)'—`C - and qcknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission expires
i
ECEIVE
FEB 0 6 2015
BY:
Form SWU-101 Version 06Aug2012 Page 6 of 6

STROUD ENGINEERING, P.A.
CONSULTING ENGINEERS
102-D CINEMA DRIVE
WILMINGTON,NORTH CAROLINA 28403
[phone]
April 9, 2015
NCULNR L= ,lE
Attn: Steven Pusey ft
127 Cardinal Drive APR 0 9 2015
Wilmington, North Carolina 28405
BY:
Re: The Knolls at Turkey Creek Subdivision Phase 2
Pender County
Dear Steven,
Please find the attached stormwater management plan revisions per your request. The
attached plans represent our address to the numbered items reported in your March 25, 2015 letter.
They are as follows:
1. The original reservation of 4,800 square feet of impervious was intended to serve the
common area where it is desired to have paved access and some parking. Under this scrutiny
we have determined that additional impervious should be reserved. The application now
reserves 7,500 square feet for this purpose. This reservation is perpetuated in the appropriate
areas of the application and supplement forms.
2. The Deed Restrictions that were recorded for the first phase will be used for the second phase
as well with the exception that the impervious allowance, BUA, will be 5640 square feet.
3. Section VI on page 4 of the application has now been initialed.
4. The "Required Items Checklist" on page 3 of the low density supplement has now been
initialed.
5. The number of acres disturbed is now reported on page 1 of the application.
6. Only a small portion of the rear yard of lot 16 in Drainage area A has potential to drain to this
Swale. Drainage areas B 1 and B2 have been accounted for in the design of the phase 1 swale
which drains to the existing amenity pond.
7. Spot elevations are now shown along the proposed swale.
8. The thirty feet width of the drainage easement is now indicated on the plan.
9. The eighteen and twenty feet width of the roads is now indicated on the plan.
I hope that this adequately addresses your concerns. Please let me know if you have any
questions or additional needs.
spectf ]ly,
attachments
n milt 1 ntr ss r., E.
107 COIIiII#&dp`&.r1PW i 056\wpd\cover letter for revisions.doe S oud Engineering,, RON PLAZA TWO
SUITE B 102-D CINEMA DRIVE 151-A HWY.24
GREENVILLE,NC 27858 WILMINGTON,NC 28403 MOREHEAD CITY,NC 28557
[phone] [phone] [phone]

STROUD ENGINEERING, P.A. dIEUVIEQ
102-D Cinema Drive
Wilmington, NC 28403
DATE L4 (� JOB NO.
[phone] Pdv i O�(a
ATTENTION
TO C ' { 1 A RE:
��Sro� yiSSc� :�S
WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items:
❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications
❑ Copy of letter ❑ Change order ❑
COPIES DATE NO. DESCRIPTION
- e,t- ev,
F�ek
THESE ARE TRANSMITTED as checked below:
❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval
❑ For your use ❑ Approved as noted ❑ Submit copies for distribution
❑ As requested ❑ Returned for corrections ❑ Return corrected prints
❑ For review and comment ❑
❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS
BY•
COPY TO_
SIGNED:
M enclosures are not as noted,kindly notify-s\w,'one.

A, 4a
Yl
44
— -►��W s e, 6 AL
i

ALE X- WA
TA
NCDEN
North Carolina Department of Environment and Natural Resources
Pat McCrory Donald van der Vaart
Governor Secretary
March 25, 2015
Scott Gerow,Member
Tioga,LLC
P.O.Box 15970
Wilmington,NC 28408
Subject: Request for Additional Information
Stormwater Project No. SW8 150211
The Knolls at Turkey Creek, Phase II
Pender County
Dear Mr. Gerow:
The Wilmington Regional Office received and accepted a State Stormwater Management Permit
Application for The Knolls at Turkey Creek,Phase II on February 6,2015. A preliminary in-depth
review of that information has determined that the application is not complete. The following
information is needed to continue the stormwater review:
J`1. Please explain how the 4,800 sf of impervious area listed in the calcs. on page 2 of the LD
supplement is used. This area was not listed in the summary on page 3 of the application.
Should it be included on page 3?
C2V. Please provide a signed and notarized deed restrictions document or provide a copy of the
proposed deed restrictions to include all required conditions and limitations for this Phase II.
-,/3. Please initial and/or comment on the items listed in Section VI on page 4 of the application.
Please initial and comment on itsms listed in the"Required Items Checklist" on page 3 of the
low density supplement.
1. Please list the number of acres disturbed for sediment& erosion control, shown on page 1 of
the application. .
0 0/ Drainage areas A,B1, &B2 appear to drain towards a Phase I swale. Has that already been
accounted for in the permit for Phase 1?
/7. Please show spot elevations along the centerline of the proposed swale.
p/8. Please note the width of the drainage easement on the plan.
J 9. Please note the width of the roads on the plan.
Please remember that a change to one number may have a domino effect on other numbers. Please check
all plans, calculations and forms to ensure that the numbers are consistent throughout.
Division of Energy, Mineral, and Land Resources
Land Quality Section—Wilmington Regional office
127 Cardinal Drive Extension,Wilmington,North Carolina 28405•[phone]/Fax: [phone]

Mr. Scott Gerow
March 25, 2015
Please note that this request for additional information is in response to a preliminary review. The
requested information should be received in this Office prior to April 20, 2015, or the application will be
returned as incomplete. The return of a project will necessitate resubmission of all required items,
including the application fee.
If you need additional time to submit the information,please mail, email or fax your request for a time
extension to the Division at the address and fax number at the bottom of this letter. The request must
indicate the date by which you expect to submit the required information. The Division is allowed 90
days from the receipt of a completed application to issue the permit.
The construction of any impervious surfaces, other than a construction entrance under an approved
Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject to enforcement
action pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any original documents that
need to be revised have been sent to the engineer or agent. All original documents must be returned or
new originals must be provided. Copies are not acceptable. If you have any questions concerning this
matter please feel free to call me at(910) 796-7215 or email me at [e-mail].
Sincerely,
42
Steven G. Pusey
Environmental Engineer
GDS/sgp: G:\WQ\Shared\Stormwater\Permits & Projects\2015\150211 LD\2015 03 addinfo 150211
cc: James H. Fentress, Jr., PE
Wilmington Regional Office Stormwater File
Page 2 of 2

E-Filed Annual Report
8981332
LIMITED LIABILITY COMPANY
e ANNUAL REPORT Do not data enter manually.
�a
NAME OF LIMITED LIABILITY COMPANY: Tioga,LLC
REPORT FOR THE YEAR:2015 STATE OF INCORPORATION: NC
SECRETARY OF STATE L.L.C.ID NUMBER: 1065488
NATURE OF BUSINESS: Development Company
REGISTERED AGENT: Gerow,Scott
REGISTERED OFFICE MAILING ADDRESS: PO Box 789
Castle Hayne,NC 28429-0789
REGISTERED OFFICE STREET ADDRESS: 2706 Dirck Road
Castle Hayne,NC 28429-5207 New Hanover County
PRINCIPAL OFFICE TELEPHONE NUMBER: [phone]
PRINCIPAL OFFICE MAILING ADDRESS: PO Box 789
Castle Hayne,NC 28429-0789
PRINCIPAL OFFICE STREET ADDRESS: 2706DirckRoad
Castle Hayne.,NC 28429-5207
Company Officials:
Name:Scott Gerow
Title:Member
Address:
PO Box 789
Castle Hayne,NC 28429
CERTIFICATION OF ANNUAL REPORT MUST BE COMPLETED BY ALL LIMITED LIABILITY COMPANIES
Scott Gerow 3/10/2015
FORM MUST BE SIGNED BY A MANAGER/MEAMER DATE
Scott Gerow Member
TYPE OR PRINT NAME TYPE OR PRINT TITLE
ANNUAL REPORT FEE:E-Paid MAIL TO: Secretary of State•Corporations Division•Post Office Box 29525•Raleigh,NC 27626-0525

Castrer, Jo
From: Casmer, Jo
Sent: Tuesday, February 24,2015 4:13 PM
To: '[e-mail]; 'Jimmy Fentress'
Subject: The Knolls at Turkey Creek, Phase 2; Stormwater Permit SW8 150211
The Wilmington Regional Office of the Division of Energy, Mineral, and Land Resources (Stormwater Section)
received the Stormwater Permit Application and $505.00 fee on February 19, 2015. Your project will be assigned
to a staff member and you will be notified if additional information is needed. Please be advised that the
construction of built-upon area may not commence until the Stormwater Permit is issued.
J0 CAMCT
Administrative Assistant for DEMLR/Stormwater Section
NC Department of Environment&Natural Resources
127 Cardinal Drive Extension
Wilmington,NC 28405
Phone: [phone]
Fax: [phone]
Email correspondence to and from this address may be m4wd to the North Carolina Public Records law and may be disdosed to third
parties
i

Project Location: u-10©{" 7,,.A a.Q, co Accepted Date:
Rule(s) 8 Coastal 1995 Coastal Phase 11(WiRO) El
Universal 1988 Coastal
Type of Perini IVew or Mod or PR TEAls;tIng Permit#(Mod or PR): MPE Cert on File?
@:.._-Commej"cial.--or-.=-Resid.ential---_._7.._—
%: (%OK?) Stream Class: Offsite to SW8
SA Map
Subdivided?: Subdivision or Single Lot �ORW Map Exempt I
Paperwork . Emailed Engineer on:
upplement(s) (1 original per BMP) BMP Type(s):
&M with correct/original signatures(1 original per BMP except LS/VFS and swale J
Application with correct/original signatures 4��j..c l'r eed
Corp or LLC: Sig Auth. per SoS or letter a mail Address: Design Engineer
505 (within 6mo) Email Address: Owner
Soils Report with SHWT Note to Reviewer: /v �
Me9culafions(signed/sealed) ,Fuck
No obvious errors
r-I -
'Li Density includes common areas,etc
Deed Restrictions, if subdivided:
psi iu«Notarizeed
d
Correct Template(Comm/Res&HD/LD) or Dec.Covenants&Rest ---
Mans
2 Sets etalls(roads, cul-de-sacs,curbs,sidewalks,BMPs, Buildings,etc)
G ding etlands: Delineated or No Wetlands
Vicinity Map ayout(proposed BUA dimensions)
r3- 6/gend A Maps - Project Boundaries
Infiltration Jet Pond Mite
Soils Report Soils Report PE Cert for Master Lot#:
[]SHWT: SHWT: Deed Rest for Master Lot#Matches Master
Bottom: PP: BUA Permitted (Master): sf
Visited: BUA Proposed(Offsite): sf
Additional information:
Permitted Proposed: Proposed: Proposed: --
BUA(sf)
DA(sf)
PP(el) 0 0 0
SHWT(el)
Depth(ft)
SA(sf)

STROUD ENGINEERING, P.A. 11944M
102-D Cinema Drive
Wilmington, NC 28403
DATE JOB NO.
[phone] N �
ATTENTION
TO 0,DEN R RE:
WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items:
❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications
❑ Copy of letter ❑ Change order ❑
COPIES DATE NO. DESCRIPTION
co u Its -
cheC�--
iCA�Jail L&t Dewyj
/ A,
i 3 4 '1 mwal irr
THESE ARE TRANSMITTED as checked below:
❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval
❑ For your use ❑ Approved as noted ❑ Submit copies for distribution
❑ As requested ❑ Returned for corrections ❑ Return corrected prints
❑ For review and comment ❑
❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS
RY•
0 2015
COPY TO
SIGNED:
If enclosures are not as noted,kindly notify us at once.

AIZVSTROUD ENGINEERING, P.A.
CONSULTING ENGINEERS
102-D CINEMA DRIVE
WILMINGTON,NORTH CAROLINA 28403
[phone]
February 5, 2015
NCDENR
Attn: Kelly Johnson
127 Cardinal Drive
Wilmington,North Carolina 28405
Re: The Knolls at Turkey Creek Subdivision Phase 2
Pender County
Dear Kelly,
Please find the attached stormwater management plan for the 16 lot residential subdivision to
be constructed off of Carver Road(NCSR 1437). A$505 check to cover the review fee is enclosed.
:his is project is proposed as a low density subdivision with roadside swaies draining to non-SA
waters. Please let me know if you have any questions or concerns.
Respectfully,
J s H. Fentress Jr., P.E.
troud Engineering, PA
Attachments
file:w:/master/pw1056/wpd/kelly.wpd
`GENE
Y'g FEB 0 6 205
BY:
107 COMMERCE ST. HESTRON PLAZA TWn
SUITE B 102-D CINEMA DRIVE 151-A HWY.24
GREENVILLE, NC 27858 WILMINGTON,NC 28403 MOREHEAD CITY,NC 28557
[phone] [phone] [phone]

NRCS Soil Map
Knolls at Turkey Creek
0 Phase 2TA
231020 23110() 231180 2312M 231W 2314M
34°23 W N — 34^23 48'N
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34°2327'N - s•_CJ 1'.r. ` �':f® 349 2327'N
230940 23=0 231100 MOO 231280 231340 23142D _
Pa dar Cmmtj Na1M1 6am9na(NG141)
Map Scale:1:3,Z M if pdnted onA poruat(8-V x 11')sheet i MAP UnNaymbol Map UnN Nam. Aaa.in AOI
' Me1Hs Aug -- ---—AutrAft Ow anntl.1104 -- --- .. 18.7
N 0 45 40 ISO 270 mar Odom
L F� Do Do�dmwk,Y.WUMgf 5.7
P■�ll`{{L 0 SO 300 e00 900
MapprojemDn:VVbMemWr Canercm,cf.ra�s:VVG684 Edgetics:UflMZbmISVVVM84 McC MP�antNa�penwaah,omlx a1
8 Pt— -- � D.9- —----
4 Totals for Ama ar lnftmwt 27.!

rF41 06
Stormwater Narrative By. ?O1S
The Knolls at Turkey Creek, Phase 2
Project Summary
The purpose of this project is to construct residential homes on approximately 11.01
acres of land located just south of Rocky Point, NC off NC133 at Carver Road. Sixteen (16) lots
are planned in phase two of this development. This parcel is on record and is most recently
conveyed by Deed Book 4458, Page 183 of the Pender County Registry. The parcel number is
3223-46-7092-0000. The site is afforded public water. Sewer will be served by on-site drainfields.
Sedimentation & Erosion Control and Stormwater permits are currently being applied for. A
USACE Wetland jurisdiction permit has already been obtained. During construction, normal
business hours and days will be used. The project will not encumber an exceeding amount of
traffic or noise.
Site Description
The topography of the site varies, with slopes of 0% to 5% on upland sections and slopes
to 10% around wetlands. The site is presently wooded. On the southern boundary there is a
small pond. The northerly boundary includes a large wetland area along the run of Turkey Creek.
Most of the site drains into Turkey Creek except for a small amount that drains into the existing
pond. Turkey Creek is immediately tributary to the Northeast Cape Fear River.
Adjoinina Property
Adjoining property is residential. The property to the east is subdivided into single family
residential lots. The property to the west is undeveloped and wooded. Across Carver road to
the south is another single family subdivision. The flood plain of Turkey Creek is to the north.
Soils
Soils in the project area are mapped in the Pender County Soil Survey as predominantly
Autryville Fine Sand with Marvyn on the slope into the floodplain and Dorovan throughout the
wetland floodplain area. Autryville Fine Sand is characterized as a well drained soil with rapid
infiltration and slow surface runoff. Marvyn is a loamy fine sand typically found along slopes.
Dorovan is characterized as poorly drained and lying in flood prone areas. There is also an
insignificant amount of Pt (Pit) soil on the western boundary. It is known for areas that have been
excavated. Preliminary analysis by a soil scientist indicates that there is adequate space for
onsite septic systems on all of the lots.
Planned Erosion and Sedimentation Control Practices
Silt fencing will be utilized where ground disturbance is in close proximity to wetlands,
around the existing pond and around drainage inlets to control sedimentation. A construction
entrance will be located at the entrance of phase two on Tom's Creek Road. A number of
sediment traps will be located at the locations of proposed swales, adjacent to existing swales,
and in the roadside ditches during construction where channelized flow will be adjacent to
construction traffic.
Planned Stormwater Management Practices
This project is to be low density. Stormwater from lots will flow to swales or overland to
adjacent wetlands. Stormwater from the roadway will be collected in mad side swales and
conveyed to vegetated swales and outlet to Turkey Creek_ The swales are designed to discharge
at an existing fire line berm that runs on contour at the top of the ridge above the wetland
floodplain of Turkey Creek. This fire line berm will suffice to check the flow and connect it from
channelized to sheet flow prior to the wetlands.

Knolls at Turkey Creek Stormwater Calculations
DRAINAGE AREA
SURFACE C,COEFFICIENT n,Manning's Coefficient
ASPHALT 0.95 ^v.^vi1
G RASS 0.2-51 0.15
BARE EARTH 0.401 0.02
DRAINAGE AREA F
(AC) IMPERVIOUS AREA(AC) GRASSED AREA(AC) C n
Total Area 2.501 0.811 1.69 0.48 0.10
Time of Concentration Total Drainage Area
Length (ft) 222.00
Slope 0.00450
C 0.48
n 0.10
m 0.60
a 0.95
City: Hampstead,NC Storm: 10 year
Nearest Station: Wilmington WSO Airport,NCfrom NOAA's National weather service(http://hdsc.nws.noaa.gov/hdsc/pfdsIg
Tr,Trial Time(min) Intensity(in/hr) Tc,Time of Concentration
5 9.7 16.99
10 7.76 18.58
��au�rrrri
1 � 6.54 19.90
--- :%.�Q``H.C..A. R30 4.74 22.63 =DQ 6FQ3/''
60 ��.•�.?9
. ,.'•.,•'.1201 1.93 32.42 SEAL
20643
A
Flow(CFS) :,,��``�'•• ' rn�rc ,•C,�,�
7.8fulfil•''. FEN;� .•.
SWALE DATA
Length (ft) Slope
149 0.01 ?�C.
**SEE NEXT PAGE FOR SWALE VELOCITY& DEPTH CALCULATIONS
4CEN V
FEB 06 2W5
Rv.

Worksheet
Worksheet for Trapezoidal Channel
Project Description
Worksheet Swale F
Flow Element Trapezoidal Cha
Method Manning's Formi
Solve For Channel Depth
Input Data
Mannings Coeffic 0.030
Slope 010000 ft/ft
Left Side Slope 0.20 V:H
Right Side Slope 0.20 V:H
Bottom Width 2.00 ft
Discharge 7.80 cfs
Results
Depth 0.61 ft
Flow Area 3.0 ft2
Wetted Perimi 8.17 ft
Tap Width 8.05 ft
Critical Depth 0.52 ft
Critical Slope 0.019305 ft/ft
Velocity 2.56 ft/s
Velocity Head 0.10 ft
Specific Eneq 0.71 ft
Froude Numb( 0.74
Flow Type 3ubcritical
Project Engineer:Julie Tuten
w:\...\storrnwater_phase 2\swale f.fm2 Stroud Engineering Company FlowMaster v6.0[614b]
02/06/15 11:58:45 AM ©Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA (203)75&1666 Page 1 of 1

1.
The office of the Register of Deeds for Pender County hereby DISCLAIMS, and the
user hereby WAIVES
any warranty, Implied or otherwise, as to the correctness of the information
contained herein.
:z—.. - , 0811(9
DeE - --: : .; )..12011 E
n. OM t - 08:4 :05.000
Page I or 2
Lear Wiloughby.PenderCounty Register of Deeds
0811912014 OSA0-05.000 14C REVENUE STAUP-.$290.00
GENERAL WARRANW DEED
THE ATTORNEY PREPARING THIS INSTRUMENT HAS MADE NO RECORD SEARCH OR
TITLE EXAMINATION AS TO THE PROPERTY IME INDESCRMEDj UNLESS TIIE SAME
IS SHQ%WN BY 199 VRYr=N AND SIGNM CMTMCATE.
Mail after recording to: This instrument was prepared by:
TIOGA,LLC Jackson,Mills&Carter,P.A.
P.O.Box 15970 $710 Oleander Drive,%*a 112
Wilmington,NC 29408 Wilmington,NC 28403
Brief description for the Index: 11.01 acres per VM 56,Pg 109 Ponder County,NC
Parcel No:3223-46-7092-0000 Rev. $280-00
STATE OF NORTH CAROLINA
COUNTY OF PEMER
THIS DEED made this lath day of August,2014 by and between JACK G.STOCKS,a
married Individual with a Memorandum of Pre-Marital Agreement recorded in the Fender
County Registry,2U N.Fifth Street,Wilmington,NC 28401,hereafter GRANTOR.and
Tio"LLC,a North Carolina Limited Liability Company,P.0.Box 15970,Wilmington,
NC 28408 hereafter GRANTEE. The designation Grantor and Grantee as used herein shall
include said parties,their heirs,successors,and assigns,and shall include singular,plural,
Masculine,feminine or neuter as required by context
WITNOSETH:
That the Grantor,for a valuable consideration paid by the Grantee,the receipt of which is hereby
aelmowl.-dged,has and by these presents does grant bargain,sell.and convey unto the Grantee in
fee simple,all that-mqain lot or parcel of land sibiAted in Ponder County,North Carolina and
more particularly described as follows:
Located in Fender 6unty,North Carolina and more particularly described as:
BEING all of that certain tract.or parcel consisting of 11.01 acres,more or less as
"Submitted ei6rtronically by Baker&Colby,PLLC In compliance.with North Carolina statutes governing recordable
documents and the terms of the submItter agreement with the Pender County Register of Deeds.'

The office of the Register of Deeds for Pender County hereby DISCLAIMS, and the
user hereby WAIVES
any warranty, implied or otherwise, as to the correctness of the information
contained herein.
D 09119/2014 E
184.jpg • i�om n. . - :' i
.f 09.40,.OP.000
W01 f�y I Inif 0 1 Paget o 2
-ear ComyKeg aster otuatcls
shown on a plat entitled"Carver Drive Tract 11.01 acres(exempt subdivision)"duly
recorded in Map Book 56,Page 109,Vender County Registry,reference to which is
hereby made for a more particular description thereof
ftbject to a 60'access easement as shown on the plat recorded in Map Book 56,
Page 109,Pender County Registry.
The property hereinabove described property was acquired by Grantor in the Ponder County
Registry,North Carolina. The preparer of this instrument has been informed that property
described above does NOT include the primary residence of the he grantor,but no independent
verification has been made and none is represented herein. Delinquent taxes,if any,to be paid by
the closing attorney to the county tax collector upon disbursement of closing proceeds.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and
appurtenances thereto belonging to the Grantee in fee simple.
And the Onntor covenants with the Grantee,that Grantor is seized of the promises in fee simple,
has the right to convey the samo in fee simple,that title is marketable and free and clear of all
encumbrances,and that Grantor will wan-ant and defend the title against the lawful claims of all
persons whomsoever except:
1. All restrictive covenants of record;
2. Ad valorem taxes for the year 2014 and thereafter;
3. All utility easements,permits and rights of way of record;
4. All zoning,Land use and planning rules,regulations,ordinances and statutes.
IN WITNESS WHEREOF,the Grantor has hereunto set her hand and seal the day and year first
above written. - ISIIALI
y'S
A6CK ZfiSl
STATE OF NORTH CAROLINA,COUNTY OF NEW HANOVER
i, Ma Y,raj L-Car n e-a I-) -1 a Notuy Public of the County of
!A Saida L ir-,k ' and State aforesaid,do hereby certify that SACK G.STOCKS,personally
appeared before me this day and acknowledged the due execution of the foregoing instrument for
the purposes therein expressed.
WITNESS my hand and official stamp or seal,this the 1� day of August,2014.
My Commission Expires:. Notary hiblic
0/5 NANC. - - - - - - -
"Y"C o o"ARNEAU
(AFFIX NOTARIAL SEAL) NOTARY PUBLIC
BmsMak County
North Carolina

The office of the Register of Deeds for Pander County hereby DISCLAIMS, and the
user hereby WAIVES
any warranty, implied or otherwise, as to the correctness of the information
contained herein.
Deec IM311 `+458 • I��f 0185.Ji�J 7 o rile' ': '`7o imOuf Oslo i 000
■� .a-�rsa-.-r - .. Page 10 3
earV0116,5055Y.Peniler ounty ReQUer of OR s
i'=PrP.V{OUS` ,'IV�Xt' car%J110n hby.Peudei-Count
.:.i �.... -
.f� g Y Reell,ter of Deeds
08119/2014 09:01:10.000 NC RFVENUESlAMP:$166.00
.Bxclse_Tax:-$1166.00---.-----=
This instrument Prepared by 8c Returned to:Ray C.Blackburn,Jr.,Attorney at Law,PO Box 895,
Hampstead, NC 28443.The preparer of this instrument has made no examination of the record
title,tq„#he_property conveyed herein and renders no opinion-on title nor has preparer of Ibis
yn�,mPrtt rendered any advice regarding any tax matters affecting the lands transferred hereby.
STATE OF NORTH CAROLINA.
COUNTY OF FENDER
GENERAL WARRANTY DEED
THIS DB13U, made this .L q day of August, 2014 by and between VOGEN V.
EVERHART and wife, MARGIE L. EVERHART (Hereinafter tailed "Grantor") whose
mailnug address is: 112 Lahr Street, Lexington,NC 27292 and SCOTT KEHOE and wife,
LORI KEHOE (Hereinafter called "Grantee") whose mailing address is: 131 OIde Point
Road,Hampstead,NC 28443.
The designation Grantor and Grantee as used herein shall include said parties, their heirs,
successors and assigns, and shall include singular, plural, masculine, feminine or neuter as
rewired by context.
WITNESSETH:
That GRANTOR,for valuable consideration paid by the GRANTEE,receipt of which is
hereby acknowledged,has bargained and sold,and by these presents does hereby bargain, grant,
sell,and convey unto GRANTEE in fee side,the-below described tract or parcel of land located
in Pender County,North Carolina and more particularly described as follows:
'AS" '-SET FORTH ON EXHIBIT "A" ATTACHED E(ERETO AND
-INCORPORATED HEREIN BY REFERENCE.
Grantor acquired proper y hereinabove described in reed Booic 2635 at Page 31a of the
Pende r County Registry.
Submitted electronically by Ray C.Blackburn, Jr.,Attorney at Law in compliance with North Carolina statutes
gaverningrecordabledoe nxnits.andtheternscrfthesubmitteragreementwiththependerCountyRegisterofDeeds,

The office of the Register of Deeds for Pender County hereby DISCLAIMS, and the
user hereby WAIVES
any warranty, implied or otherwise, as to the correctness of the information
contained herein.
De—1p I I1ff :.......:..::::..:
:.
08/1 ! 014
4Q 8 �8S.Jpg Ililil` ZQ01T1 U. Page2'of3oo
•. Lear loughby.Pell erCounty Register of DeeBs
Ppro
ei oils` Nezt:< .:::::;,
All or a portion of the property herein conveyed Zincludes or_does not include the primary
residence of a Grantor.
TO HAVE AND TO HOLD the above described lands and premises,together with all.and
singular, the rights, privileges, easements, tenements, duties, obligations and apptutmances
thereunto belonging,or in any wise appertaining unto said GRAN-ME,in fee simple,FOREVER.
And the Grantor covenants with the Grantee, that the Grantor is seized of the
—pre mises-in fee-siimple,has-the�ight to-convey-the-sam" fee-simple;,thattitlaj u-ma xe1n-ie and—
ffiree and clear of all encumbrances, and that Grantor will WARRANT and.DEFEND the title
against the lawful claims and demands of any and all persons whomsoever except for the
exceptions.hereinafter stated.
Title to the propertyherein above described is subject to the following exceptions:
1. Ad Valorem Taxes for 2014 and subsequent years.
2. General utility service easements and rights of way of record.
3. Easements and restrictions of record.
4. Pander County Zoning and/or Subdivision Ordinances and
Regulations.
IN Wl INESS WHEREOF, GRANTOR has caused this instrument to be signed the day
and year-flrst above written.
P r �a.,V-�(SEAL) (SEAT,)'
Vogen V.Everhart 'AtWg16 L.LI'verhart
STATE OF NORTH CAROLINA
COUNTY OF PENbER
Y � Notary Public of the County and State aforesaid; do hereby
certify Vogen V.Everhart and Margie L.Everhart,personally appeared before me this day and
acknowledged the execution of the foregoing instrument.
Witness my hand.and notarial seal,this the day of August,2014.
1' n i SUSAN L STRZ.ESZYNSKI
OTARY P LC .NOTARY PUBLIC
PENDER COUNTY,,NO
My Commission Expires: S—— bl MY eommWIon 6008&Z tots

The office of the Register of Deeds for Pender County hereby DISCLAIMS, and the
user hereby WAIVES
any warranty, implied or otherwise, as to the correctness of the information
contained herein.
D 4458 • ��1 D187.jp9 • :,......: Omin' ,.. GQ�m I if.... Page 3 of.00 E
.,:...... . .. .. ....... ...:.:.. LearVAlloughby.Fender County Register of Deeds
:PreWous Next
EXHIBIT"X1
BEING known and designated as t)nit-412,Phase T, of Plantation Pointe Villas as.shown on
that plat thereof recorded in Condomirtanm Plat Boob I at Page 8 et.Seq.,in the Offlce of the
Register of Deeds of Fender County,North Carolina,reference to which,is hereby made for a
more particular description, together with and subject to all of the rights, easements,
privileges and obligations made appurtenant thereto by the Declaration of Condominium
recorded in Book 641 at Page 75 of said Registry..
i i