SW8130514_Historical File_20130711

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North Carolina Department of Environment and Natural Resources
Division of Water Quality
Pat McCrory Thomas A. Reeder John E. Skvarla, III
Governor Acting Director Secretary
July 11, 2013
Scott Gerow, Member-Manager
Tioga, LLC
P.O. Box 15970
Wilmington, NC 28408
Subject: State'Stormwater Management Permit No. SW8130514
The Knolls at Turkey Creek
Low Density Subdivision Permit
Ponder County
Dear Mr. Gerow:
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for The Knolls of Turkey Creek on July 8, 2013. 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 130514, dated July 11, 2013, 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This permit shall be effective from the.date of issuance until rescinded and shall be subiect to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,
procedures for changes of ownership, and transferringthe:permit. Failure to establish an
adequate system for operation and maintenance of the stormwater management system, to
record deed restrictions, or to transfer the permit, will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable,you have the
right to request an adjudicatory hearing by filing a written petition with the Office of
Administrative Hearings(OAH). The written petition must conform to Chapter 150B of the North
Carolina General Statutes, and 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 at 6714 Mail Service Center, Raleigh,.NC
27699-6714, or via telephone at 919-431-3000, or visit their website at www.NCOAH.com.
Unless such demands_are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please contact
Steve Pusey at [phone].
Sincerely,
eTgho�m�askRe�ed.r
GDS/sgp: S:1WQS1StormwaterlPermi &Prcjecw12013l130514 I-Dl2013 0?pem^nit 130514
cc: David L. Menius, PE—Stroud Engineering, P.A.
Pender County Building Inspections
Wilmington Regional Office Stormwater File
Wilmington Regional Office
127 Cardinal Drive Extension,Wilmington,North Carolina 28405
Phone:[phone] FAX:[phone] DENR Assistanoe:1-877-623-6748
Internet: www.ncwaterquality.org
An Equal Opportunity 1 Affirmative Action Employer

State Stormwater Management Systems
Permit No.SW8 130514
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
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
Carver Drive, Rocky Point, Pender County
FOR THE
construction, operation and maintenance of a 24% low density subdivision in compliance
with the provisions of Session Law 2008-211 and 15A NCAC 2H .1000 (hereafter
collectively and separately referred to as the "stormwater mules') and the approved
stormwater management plans and specifications, and other supporting data as attached
and on file with and approved by the Division of Water Quality and considered a part of this
:.
L.
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. Each of the 26 lots is limited to a maximum of 4,500 square feet of built-upon area
(BUA), as indicated in the application and shown on the approved plans.
2. The overall tract built-upon area percentage for the project is limited to a maximum of
24% per the requirements of the stormwater rules. This permit covers the
construction of a total of 163,125 square feet of built-upon area, which includes
144,614 square feet of proposed BUA and 18,511square feet of future BUA.
3. Approved plans and specifications for projects covered by this permit are
incorporated by reference and are enforceable parts of the permit.
4. Pro'ects covered by this permit will maintain a minimum 50-foot-wide vegetated
bAer adjacent 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.
5. All runoff directed into and through the vegetative buffer must flow through the buffer
in a diffuse manner. All runoff directed into wetlands shall flow into and through the
wetlands at a non-erosive velocity of 2 feet per second or less.
6. The only runoff conveyance systems allowed will be vegetated conveyances such as
swales with minimum side slopes of 3:1 (H:V) or flatter as defined in the stormwater
rules and approved by the Division.
Page 2 of 5

State Stormwater Management Systems
Permit No.SW8 130514
II. SCHEDULE OF COMPLIANCE
1. Swales and other vegetated conveyances shall be constructed in their entirety,
vegetated, and be operational for their intended use prior to the construction of any
built-upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of the
swales or other vegetated conveyances will be repaired immediately.
3. The permittee shall at all times provide and perform the necessary operation and
maintenance procedures as specified in the signed Operation and Maintenance
Agreement, such that the permitted stormwater management system functions as
designed and permitted.
4. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed below:
a. Any revision to any of the items shown on the approved plans, including the
stormwater management system, design concept, built-upon area, details, etc.
b. Redesign or addition to the approved amount of built-upon area or to the
drainage area.
C. Further subdivision, acquisition, or sale of the project area in whole or in part.
d. Filling in, altering or piping any vegetative conveyance shown on the approved
plan.
e. Construction of any future development area on the plan with a BUA
allocation.
5. The permittee shall submit all information requested by the Director or iiio
representative within the time frame specified in the written information request.
6. No piping shall be allowed except that minimum amount necessary to direct runoff
beneath an impervious surface such as a road and that minimum amount needed
under driveways to provide access to lots.
7. The permittee is responsible for verifying that the proposed built-upon area does not
exceed the allowable built-upon area. Once the lot transfer is complete, the
maximum allocated built-upon area for the lot may not be revised without approval
from the Division of Water Quality. If the allocated maximum built-upon area on the
lot is exceeded, the permittee shall notify the lot owner in writing and shall require
remediation within a reasonable time frame. If the situation is not remediated, both
the permittee and the lot owner are subject to enforcement action by the Division of
Water Quality.
8. Within 30 days of completion of the project, 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.
9. If the permittee sets up an Architectural Review Committee or Board to review new
lot plans and subsequent modifications for compliance with the provisions of this
permit and the restrictive covenants, the plans reviewed must include all built-upon
area (BUA) and piping. Any approvals given by the Committee or Board on behalf of
the permittee do not relieve the lot owner or the permittee of the responsibility, to
maintain compliance with the permitted lot BUA limit.
Page 3 of 5

State Stormwater Management Systems
Permit No.SW8 130514
10. 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, as 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 SW8 130514, as issued by the
Division of Water Quality under NCAC 2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to the
extent necessary to maintain compliance with the Stormwater Management
Permit.
C. These covenants are to run with the land and be binding on all persons and
parties claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded
without the express written consent of the State of North Carolina, Division of
Water Quality.
e. Alteration of the drainage as shown on the approved plans may not take place
without the concurrence of the Division of Water Quality.
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, and coquina, but does
not include raised, open wood decking, or the water surface of swimming
pools.
g. Filling in or piping of any vegetative conveyances (ditches, swales, etc.)
associated with the development except for average driveway crossings, is
strictly prohibited by any persons.
h. For those lots adjacent to surface waters, each lot will maintain. a !ninimurn 50-
foot wide, vegetated buffer adjacent to surface waters.
j. All roof drains shall terminate at least 50 feet from surface waters.
k. Any individual or entity found to be in noncompliance with the provisions of the
stormwater management permit or the requirements of the stormwater rules
found in 15A NCAC 02H.1000 and Session Law 2008-211, is subject to
enforcement procedures as set forth in N.C.G.S. 143, Article 21.
11. The permittee shall submit a copy of the recorded deed restrictions, which contain all
of the above statements, within 30 days of the date of recordina_
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. 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.
III. GENERAL CONDITIONS
i. Any individual or entity found to be in noncompliance with the provisions of this
stormwater permit or the stormwater rules is subject to the enforcement procedures
outlined in accordance with North Carolina General Statute 143, Article 21.
2. The permit issued shall continue in force and effect until modified, revoked or
terminated.
Page 4 of 5

State Stormwater Management Systems
Permit No.SW8130514
3. The permit is not transferable to any person or entity except after notice to and
approval by the Director. The permittee shall submit a completed and signed
Name/Ownership Change Form, accompanied by the supporting documentation as
listed on the form, to the Division of Water Quality at least 60 days prior to any one or
more of the following events:
a. An ownership change including the sale or conveyance of the project area in
whole or in part, except in the case of an individual lot sale that is made subject
to the recorded deed restrictions;
b. The sale or conveyance of the common areas to a Homeowner's or Property
Owner's Association, subject to the requirements of Session Law 2011-256;
c. Bankruptcy;
d. Foreclosure;
e. Dissolution of the partnership or corporate entity;
f. A name change of the current permittee;
g. A name change of the project;
h. A mailing address change of the permittee;
4. The permittee is responsible for compliance with all permit conditions until such time
as the Division approves the permit transfer request.
5. The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit as
allowed by the laws, rules, and regulations contained in Title 15A of the North
Carolina Administrative Code, Subchapter 2H.1000; and North Carolina General
Statute 143-215.1 et. al.
6. 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.
7. The issuance of this permit does not preclude the Permittee from complying with any
and all statutes, rules, regulations, or ordinances, which may be imposed by other
government agencies (local, state and federal), which have jurisdiction. If any of
those permits result in revisions to the plans, a permit modification must be
submitted.
8. The permittee grants permission to DENR Staff to enter the property during business
hours for the purposes of inspecting the stormwater management system and its
components.
9. 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 11t" day of July, 2013.
NO'ARTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
---- - - ---------- --- — ---------------
Thosw�f
m s A. Reeder, Acting Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 5

DWQ USE ONLY
Date ceived Fee Paid E!Lmt Number
-�-2 gr—/-;;z ,Gv
Applicable Rules: ❑Coastal SW-1995 ❑Coastal SW-2008 ❑Ph Il-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
STORMWA'TER 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
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 Rroject is on the right opposite
Tine Hollow Drive.
4. Latitude: 34°23'32"N Longitude: 77°55'17"W of the main entrance to the project.
H. PERMI`I'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:10.5 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
If yes,see S.L.2012-200,Part VI.h ortal.ncdenr.or web w F
u states . rules 1 s
Form SWU-101 Version 06Aug2012 Pagel of 6

III. CONTACT INFORMATION
1.a.Print Applicant/Signing Officials name and title(specifically the developer,property owner,lessee,
designated government official,individual,etc.who owns the project):
Applicant/Organization: Tioga,LLC
Signing Official&Title: Scott Gerow,Member—Mieti294f
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 Official&'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: Z—
Email:
C� VIE
Mailing Address:
MAY
City: State:Phone: ( ) Fax: ( )
4. Local jurisdiction for building permits: Pender County
Point of Contact: Inspections Department Phone#: (910 ) 259-1275
Form 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 uantity or duality of runoff.
2.a.If claiming Nested rights,identify the supporting documents provided arid.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 II-Post Construction
3. Stormwater runoff from this project drains to the Cape Fear River basin.
4. Total Property Area:16.72 acres 5. Total Coastal Wetlands Area:0 acres
6. Total Surface Water Area:1.12 acres
7. Total Property Area(4)-Total Coastal Wetlands Area(5)-Total Surface Water Area(6)=Total Project
Area+:15.60 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(NHKO line or Mean High Water
(MHW)line,and coastal wetlands landward from the NHW(or MHI)o line. The resultant project area:s used to
calculate overall percent built upon area(B UA). Non-coastal wetlands landward of the NHW(or A&9M line may
be included in the total project area.
8. Project percent of impervious area:(Total Impervious Area/Total Project Area)X 100 = 24 %
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 Drainage Area_ Drainage Area_ Drainage Area_ Drainage Area_
Receiving Stream Name Turkey Creek
Stream Class * C;Sw
Stream Index Number* 18-74-54
Total Drainage Area(sf) 679,688
On-site Drainage Area(sf) 679,688
Off-site Drainage Area(sf) 0
Proposed Impervious Area** s 163,125
% Impervious Area"* total 24
Impervious'Surface Area Drainage Area_ Drainage Area_ Drainage Area_ Drainage Area
On-site Buildings/Lots(sf) 117,000
On-site Streets (sf) 27,614
On-site Parking (sf) 0 OIL
On-site Sidewalks (sf) 0
Other on-site (sf) 0
Future(sf) 18,511
Off-site (so I 0 I
Existing BL TA***(sfl 0 »o.
Total (so: 1 163,125
* Stream Class and Index Number can be determined at: ht(pY&ortal.ncdenr.org/weWa&slcsulclassifications
" Impp ous area is defined as the built upon area including,but not limited to,buildings,roads,parking areas,
sidewalks,gravel areas,etc.
'Report only that amount of existing B UA that will remain after development.Do not report any existing BUA that
is to be removed and which will be replaced by new BUA.
Form SWU-101 Version 06Aug2012 Page 3 of 6

11. How was the off-site impervious area listed above determined?Provide documentation.na
Projects in Union County: Contact DWQ Central Office staff to check if the project is located within a Threatened&
Endangered Species watershed that may be subject to more stringent stormwater requirements as per 1 SA NCAC 02B.0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and mairttenance(O&M)forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from hft://portal.ncdenr.org/web/wg./ws/su/­bmpzmanual.
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 hgp://12ortal.ncdenr.org/web/3yq/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 hn://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/wo/ws/su/statesw/forms do- .
Initials
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. OriginaI of the applicable Supplement Form(s)(sealed,signed and dated)and O&M
agreement(s)for each BUT.
4. Permit application processing fee of$505 payable to NCDENR.(For an Express review,refer to
http://www.03 neip.or& pages/onestopexprg s.htm1 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. 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 1h 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:
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 BUA identified and dimensioned. �+ 1E
k. Existing contours,proposed contours,spot elevations,finished floor elevatio
1. Details of roads,drainage features,collection systems,and stormwater contro e 1
in.Wetlands delineated,or a note on the plans that none exist. (Must be delinea by�APIT 2 8 2013
qualified person. Provide documentation of qualifications and identify the pe n who 1
made the determination on the plans.n. Existing drainage(including off-site),drainage easements,pipe sizes,runoff calculations_.
o. Drainage areas delineated(included in the main set of plans,not as a separate document).
p. Vegetated buffers(where required).
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"xll"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:4239 Page No:97
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 1a,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.
hLtp://www.secr2!gM.state-nc.us/Cgi�pQrations/CSearckAwx
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
htW://portal.ncdenr.org/web/wy/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: David L.Menus,P.E.
Consulting Firm: Stroud Engineering,P.A.
Mailing Address: 102-D Cinema Drive
City: WWMngton 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.
r
MAY 2
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 1a)Scott Gerow
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 rules der 15A NCAC 2H.1000 and any other applicable state stormwater requirements.
Signature: Date: S 3
I, a a Notary Public for the State of?�.z CU C'krA no, County of
®06 L V r ,do hereby certify that C'e-ra�� personally appeared
before me this Q!K day of and acknowledge the due execution o e application for
a stormwater permit. Witness my hand and official seal,
Nl:t'G..[y Sl�anc.�'vPa�
��,•,•�`. °°Ow,�, SEAL
%
�f �� auI
r My commission expires
r�
CE IVE.
MAY 2 8 2013
Form SWU-101 Version 06Aug2012 Page 6 of 6

Low Density Residential Subdivisions
Deed Restrictions & Protective Covenances
In accordance with Title 15 NCAC 2H.1000 and S.L. 2006-246, the Stormwater Management
Regulations, deed restrictions and protective covenants are required for Low Density Residential
Subdivisions where lots will be subdivided and sold. Deed restrictions and protective covenants are
necessary to ensure that the development maintains a "built-upon"area consistent with the applicable
regulation governing the density ievei.
I, Scott Gerow acknowledge and affirm by my signature below, that I will cause the following deed
restrictions and protective covenants to be recorded for The Knolls at Turkey Creek prior to the sale of
any lot:
1. The following covenants are btgnded to ensur ongoing compliance with State Stormwater
Management Permit Number as issued by the Division of Water Quality under
the Stormwater Management Regulations.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming
under them.
4. The covenants pertaining to stormwater may not be altered or rescinded without the express
written consent of the State of North Carolina, Division of Water Quality.
5. Alteration of the drainage as shown on the approved plan may not take place without the
concurrence of the Division of Water Quality.
6. The maximum allowable 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, and coquina, but does
not include raised, open wood decking, or the water surface of swimming pools.
7. In the case of a lot within CAMA's regulated AEC, where the Division of Coastal Management
calculates a different maximum allowable built-upon area for that lot than is shown herein, the
governing maximum built-upon area for that lot shall be the most restrictive of the two.
8. Filling in or piping of any vegetative conveyances (ditches, swales, etc_) associated with the
development except for average driveway crossings is strictly prohibited by any persons.
9. Each lot will maintain a 30*foot wide vegetated buffer between all impervious areas and surface
waters. run i c V &U w I
10. All roof drains shall terminate at least 30*foot from the mean high water mark of surface w rs.
*50 foot for projects located in the 20 coastal counties,
Signature: Date: a1
a Notary Public in the
State of mc"M, C 6_f f,nd. , County of
do hereby certify that _�5c ++ ersonally appeared
before me this the g day of a�! , 20j�, and acknowledge
11 111111/1!'t
the due execution of the foregoing instru nt. Witness !ply hand and off,�01�E'dw '0,
_,F �����
Signature o IQL
My Commission expires �f /a o I �/ .VOW�►� � ��•`
Form DRPC-5 Rev.2 05Nov2009 Page 1 of 1 �►��riOW`C�,i,����

STROUD ENGINEERING, P.A. CLCE44IEn OF UMMGu UMIL
102-D Cinema Drive
WILMINGTON, NC 28403
DATE y �^13
JOB NO.
[phone] ATTENTION/ [f✓✓ 1{/
TO �{ �:'1�� 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
7i re✓.-Ie )
1� IG✓4� 4 CK /G�I ar?S
l ✓V
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 ❑
❑ FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS
COPY TO
RECD JUL 08 2013 -
SIG W_Q
/f enclosures are not as noted,kindly notify us at once.

)_Ata\
STROUD ENGINEERING, P.A.
CONSULTING ENGINEERS
102-D CINEMA DRIVE
WILMINGTON,NORTH CAROLINA 28403
[phone]
July 3, 2013
NCDENR
Attn: Steve Pusey
127 Cardinal Drive
Wilmington,North Carolina 28405
Re: The Knolls at Turkey Creek Subdivision li= AVE
A' .I'
Pender County
JUL 0 8 2013 2
Dear Steve,
Thank you for taking the time to meet with me at the site to discuss your concerns about this
project. Please find the revised plans and calculations based on our observations in the field this
morning.
The plans now include an outlet swale detail which illustrates the grading into and out of the
requested scour hole at the end of swale 10. Note that I have included a similar device at the end of
swale 9 due to the similarity in flow and slope.
The calculations include an analysis of the flow exiting these scour holes. This flow is
modeled as a broad crested earthen weir—essentially a small dam—and demonstrates that the
velocity is approximately 1 foot per second.
Please also note that we are going to proceed without the temporary cul-de-sac. There is
precedence for the NCDOT accepting a nearby intersection as a"hammerhead"type turnaround.
The distance from the intersection of Pine Hollow Drive and Turkey Knoll Court to the proposed
dead end is less than 200 feet and it is our belief that they will find this dimension acceptable.
Please let me know if you have any further questions or concerns about this project.
Respectfully,
David L. Menus, P.E.
Stroud Engineering, PA
Attachments
file:w:/master/pw1056/wpd/pusey.wpd
107 COMMERCE 5';. HESTRON 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]

Pusey,_Steven
From: Pusey, Steven
Sent: Friday, June 28,2013 2:31 PM
To: 'Luke Menius'
Subjeet: Stormwater permit-The Knolls at Turkey Creek
RE: Request for Additional Information
David,
I need the following information in order to continue the review of your application:
1. Wetlands,whether they are disturbed or not,shall be delineated. Please provide a copy of the wetlands
delineation map signed by the Corps of Engineers,or at least provide a copy of the un-signed map that was
submitted to the Corps for approval.
2. At the outlet of swale#10,there is a steep slope on the bank,approx.8%slope for 40',then it gets even steeper
at 30%slope for the next 40'. Where practicable,the maximum slope for a swale is 5%. Your Swale calculation
shows that the flow rate through this swale is significant at 4.1 cis. Therefore,please provide your evaluation of
this situation. You may want to consider installing a drop inlet and piping to a level spreader or other energy
dissipation device. This method was constructed in the adjacent subdivision.
Please let me know if you have any questions or would like to discuss. Your response is requested by no later than July
12,2013.
Regards,
Steve
C*MOMM 07. PIS
Environmental Engineer
NCDENR-Div.of Water Quality
Surface Water Protection
Ph(910)795-7334/Fax[phone]
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

Casmq, Jo
From: Casmer, Jo
Sent: Wednesday, May 29,2013 9:50 AM
To: '[e-mail]; 'Luke Menius'
Subject: The Knolls at Turkey Creek, Stormwater Permit#SW8 130514
The Wilmington Regional Office of the Division of Water Quality received your Stormwater Permit Application
and $505 fee on May 28, 2013. Your project will be assigned to a staff member and be reviewed within 75
days of receipt and you will be advised if additional information is needed. Please be advised that the
construction of built-upon area may not commence until the Stormwater Permit is issued.
Please feel free to call if you have any questions.
Jo casvker
Administrative Assistant IV
NC Dept.of Environment&Natural Resources
Division of Water Quality-Surface Water Protection Section
127 Cardinal Drive Extension
Wilmington,NC 28405
Phone: [phone]
Fax: [phone]
Emall co►mspondenae to and from this address may be subject to the North Carollna Publ/c Records Law and may be dbdosed to third
parries
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STROUD ENGINEERING, P.A.
CONSULTING ENGINEERS
102-D CINEMA DRIVE
WILMINGTON,NORTH CAROLINA 28403
[phone]
May 28, 2013
NCDENR
Attn: Kelly Johnson
127 Cardinal Drive
Wilmington,North Carolina 28405
Re: The Knolls at Turkey Creek Subdivision
Pender County
Dear Kelly,
Please find the attached stormwater management plan for the 26 lot residential subdivision to
be constructed off of Carver Road(NCSR 1437). A$505 check to cover the review fee is enclosed.
This 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,
David L. Menus, P.E.
Stroud Engineering,PA
Attachments
file:w:/master/pw1056/wpd/ke11y.wpd
107 COMMERCE ST. HESTRON 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.
102-D Cinema Drive
WILMINGTON, NC 28403
DATE 2-3' 2,l JOB NO.n L.,
(910) 81S-0175 ATT �
ENTI N ) J. 4. I /Y,
TO CN� 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
1� C9"I•t/1
1 So
2-
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
2013
BY•
COPY TO
SIGNED.
If enclosures are not as noted,kindly notify us at once.

Corn leteness R oee�Checklist
Project Name: �l�.gRk Received Date: 13
Project Location: Accepted Date:
Rule(s) 8 Coastal 111995 Coastal ®Phase II (WiRO ) Universal ®1988 Coastal
Type of Permit: e�pr Mod or PR Existing Permit#(Mod or PR): PE Cert on File?
Density: HD or k LD I Type: Commercial or R side ial NCG:
%: �,(� (%OK?) Stream Class: 0�15Q ®SA Map ®Offsite to SW8
Subdivided?: Su d vl ion or Single Lot JFJORW Map Exempt
Paperwork Emailed Engineer on:
L?Upplement(s) (1 original per BMP) BMP Type(s): �_()
&M with correct/original signatures (1 original per BMP except LS/VFS and swales)
application with correct/original signatures r IlDeed
�rp or LLC: Si .Aut er oS or letter Email Address: Design Engineer
05 (within 6mo) Email Address: Owner
2 Soils Report with SHWT Mote 200 RaWW"e,e
�ulations (signed/sealed)
'No obvious errors
ILIPensity includes common areas, etc
[1 ;4-1 reed Resirictions, if subdivided:
��� g ed & Nlotarized
orrect Template (Comm/Res & HD/LD) or Dec Covenants& Rest
Pials
`Ls �F IDetaiis (roads, cul-de-sacs,curbs, sidewalks, BMPs, Buildings, etc)
Grading 1-3
Wetlands: Delineated or fio Wetlands
Li=jVicinity Map 10 Layout(proposed BUA dimensions)
Legend �DA Maps IIProject Boundaries
infiltration Wet Pond Offsite
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) I
PP (el)
SHWT(el)
Depth (ft)
SA (sf)

DWQ USE ONLY
Date Received Fee Paid Permit Number
Applicable Rules: ❑Coastal SW-1995 ❑Coastal SW-2008 ❑Ph Il-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
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
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°23'32"N Longitude: 770 55'17"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 SWl 1102-RenewaI 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 lette DWQ
requesting a state stormwater management permit application,list the sto c
assigned, and the previous name of the project,. erent than currenfl
proposed, MAY 2 8 2013
4.a.Additional Project Requirements(check applicable blanks;information on re ed state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major ®Sedimentation/Erosion Control:10.5 ac of Disturbed Area
❑NPDES Industrial Stormwater ❑404/401 Permit:Proposed hnpacts
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 VP http://portal.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 project):
Applicant/Organization: Tioea,LLC
Signing Official&Title: Scott Gerow,Member
b.Contact information for person listed in iten:la 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: [phone] Fax: ( )
Email: sgerow®aol.com
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 Official&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:
Mailing Address:
City: State: _ Zip:
Phone: ( ) Fax: ( )
Email:
4. Local jurisdiction for building permits: Pender County
Point of Contact: Inspections Department Phone#: 910 ) 259-1275
Form 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 lity or qua 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:16.72 acres 5. Total Coastal Wetlands Area:0 acres
6. Total Surface Water Area:1.12 acres
7. Total Property Area(4)-Total Coastal Wetlands Area(5)-Total Surface Water Area(6)=Total Project
Area+:15.60 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 I h Water(Nl line or Mean High Water
(MHM line,and coastal wetlands landward from the NHW(or MHM line. The resultant project area is used to
calculate overall percent built upon area(BUA). 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 = 24 %
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 Drainage Area_ Drainage Area_ Drainage Area_ Drainage Area_
Receiving Stream Name Turkey Creek
Stream Class * C$w
Stream Index Number* 18-74-54
Total Drainage Area(sf) 679,688
On-site Drainage Area(sf) 679,688
Off-site Drainage Area(so 0
Proposed Impervious Area** s 163,125
%Impervious Area total 24
hn ervious�*Surface Area Drainage Area_ Drainage Area_ Drainage Area_ Drainage Area_
On-site Buildings/Lots(sf) 117,000
On-site Streets (sf) 27,614
On-site Parking (sf) 0
On-site Sidewalks (sf) 0
Other on site (sf) 0
Ri.bjxe(sf) 18,511
Off-site (sf) 0 i
Existing BUA***(sf) — 0
Total (sf): 163,125
* Stream Class and Index Number can be determined at. http://portal.ncdenr.or_ eb/wq�ps/csu/classi 'cations
Impervious area is defined as the built upon area including,but not limited to,buildings,roads,parking areas,
sidewalks,gravel areas,etc.
***Report only that amount of existing BLIA that will remain after development.Do not report any existing BUA that
is to be removed and which will be replaced by new BLIA.
Form SWU-101 Version 06Aug2012 Page 3 of 6

11. How was the off-site impervious area listed above determined?Provide documentation.na
Projects in Union County: Contact DWQ Central Office staff to check if the project is located within a Threatened&
Endangered Species watershed that may be subject to more stringent stormwater requirements as per 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://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 htlp://portal.ncdenr.org/web/wq/ws/su/statesw/forms docs. 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 h_ptt/portal.ncdenr.org/web/wq/ws/su/statesw/formss docs.l
1. Original and one copy of the Stormwater Management Permit Application Form. '+1ials
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 f_/www.gnvhelp.org/pages/onestoRgxRress.html for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.) I
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. 1
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the L�
receiving stream drains to class SA waters within 1h mile of the site boundary,include the 1h
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 line of tidal
waters,and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures,the banks of streams or rivers,and the MHW(or NHW)of tidal waters.
i. Dimensioned property/project boundary with bearings&distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours,proposed contours,spot elevations,finished floor elevations.
1. Details of roads,drainage features,collection systems,and stormwater control measures.
in.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 maim set of plans,not as a separate document).
p. Vegetated buffers(where required).
Form SWU-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"xll"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:4239 Page No:97 _
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.
http:/ state.nc.us/CorjRorations/CSearr-h.p
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 does.Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner,it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s)below,the permit holder(s)certify that the recorded property restrictions and
protective covenants for this project,if required,shall include all the items required in the permit and listed
on the forms available on the website,that the covenants will be binding on all parties and persons claiming
under them,that they will run with the land,that the required covenants cannot be changed or deleted
without concurrence from the NC DWQ and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm(such as a
consulting engineer and/or firm)so that they may provide information on your behalf for this project(such as
addressing requests for additional information).
Consulting Engineer: David L.Menus,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: lmenius®stroudgngineer.com
DC. 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 la) with(print or type name of organization listed in
Contact Information,item Ia) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal,winch indicates the
party responsible for the operation and maintenance of the stormwater system.
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,
SEAT.
My commission expires
X. APPLICANT'S CERTIFICATION
I,(print or type name of person listed in Contact Information,item 1a)Scott Gerow
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 rules der 15A NCAC 2H.1000 and any other applicable state stormwater requirements.
Signature: Date: S 8 3
I, a Notary Public for the State of 1J �.a!cr�� no ,County of
0n S 1 n %PX do hereby certify that C,e-ro l,J personally appeared
before me this Q'K day of Q o I3•and acknowledge the due ex lion o e application for
a stormwater permit. Witness my hand and official seal,
11181111
���tr1�,OiOQI SEAL
1
o� .4usori � I My commission expires
MAY 2
Form SWU-101 Version 06Aug2012 Page 6 of 6

Low Density Residential Subdivisions
Deed Restrictions & Protective Covenances
In accordance with Title 15 NCAC 2H.1000 and S.L. 2006-246, the Stormwater Management
Regulations, deed restrictions and protective covenants are required for Low Density Residential
Subdivisions where lots will be subdivided and sold. Deed restrictions and protective covenants are
necessary to ensure that the development maintains a "built-upon" area consistent with the applicable
regulation governing the density level.
I, Scott Gerow acknowledge and affirm by my signature below, that I will cause the following deed
restrictions and protective covenants to be recorded for The Knolls at Turkey Creek prior to the sale of
any lot:
1. The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number , as issued by the Division of Water Quality under
the Stormwater Management Regulations.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming
under them.
4. The covenants pertaining to stormwater may not be altered or rescinded without the express
written consent of the State of North Carolina, Division of Water Quality.
5. Alteration of the drainage as shown on the approved plan may not take place without the
concurrence of the Division of Water Quality.
6. The maximum allowable built-upon area per lot is 4,500 scluare 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 riot limited to, structures, asphalt, concrete, gravel, brick, scone, slate, and coquina, but does
not include raised, open wood decking, or the water surface of swimming pools.
7. In the case of a lot within CAMA's regulated AEC, where the Division of Coastal Management
calculates a different maximum allowable built-upon area for that lot than is shown herein, the
governing maximum built-upon area for that lot shall be the most restrictive of the two.
8. Filling in or piping of any vegetative conveyances (ditches, swales, etc.) RVIE
development except for average driveway crossings is strictly prohibited any persons.
9. Each lot will maintain a 30*foot wide vegetated buffer between all impery usA&,,f a2#iQ fate
waters.
10. All roof drains shall terminate at least 30*foot from the mean high water ark of surface waters:
*50 foot for projects loca ed in the 20 coastal counties.
Signature: Date: a
a Notary Public in the
State of of C �.r� , ;,�. , County of C] n S LVI-7 ,
do hereby certify that -�:>C,,t+ personally appeared
before me this the J 9 day of 6,� , 20J, and acknowledge
the due cxccutior, of the foregoing instru nt. Witness my hand and o`f �
$ S �A�y
Signature v
jOUBL� �
•'�00 My Commission expires f�aG d o! ������
Form DRPC-5 Rev.2 05Nov2009 Page 1 of 1 soy6vi I 'CO0%vex

Permit No.
(to be provided by DWQ�
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
LOW DENSITY SUPPLEMENT
This form may be 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 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
Contact Person: David L. Menus,P.E. Stroud Engineering P.A. Phone Number: ( 910 ) 815-0775
Number of Lots: 26 Allowable Built Upon Area(BUA) Per Lot*: 4,500
Number of Dwelling Units Per Acre**: 1.6
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)
II. 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.nc.us/sulbmp_forms.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 -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: 679,688 ft x DF: 0.24)—(RA: 27,614 ft2)—(OA• 18,511 fe)=BUA per Lot=4,500 fe
(No of Lots: 26)
For non-uniform lot sizes:
a. (SA: ft x DF:_ )—(RA: if)-(OA: ft)=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/hdsc/pfds/
Table 1. Swale design information based on the 10 year storm.
Swale No. Drainage Impervious Grassed C Q Slope Van,, Vactual Flow
Area ac Area(ac) Area(ac) (cfs) N (fps) (fps) Depth fI
1 see attached calcs
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
1%
18
19
20
Form SW401-Low Density-Rev.3-2/10/09 Page 2 of 4

IV. REQUIRED 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
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 211.1005,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
r is provided adjacent to surface waters.
L. C.t For Phase 11 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 SW - n1 shall he 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 211 .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 outlet projects, calculations
for shear stress and velocity are provided if slope is greater than 5%.
i. At a minimum, swales are designed to carry the 10 year storm velocity at a non-erosive rate.
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." The system takes into account the run-off at ultimate built-out potential from all surfaces
draining to the system(delineate drainage area for each swale).
p." Curb outlets direct flow to a swale or vegetated area. ce'4,
t Projects in the Neuse,Tar-Pamlico,Catawba River basins,and Randleman Lake may a add itife =1
tt Only complete these items for projects with curb outlets.
Form SW401-Low Density-Rev.3-2/10/09 Page 3 of 4 �V .

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 Water Quality.
I acknowledge and agree by my signature below that I am responsible for the performance of the six
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible parry.
Print Name and Title:_ Scott Gerow,Member, Tioga,LLL
Address: PO Box 15970, lmingt9p,NC 28540
Phone: [phone] Date: dS
Signature:
Note: The legally a onsible party should not be a homeowners association unless more than 50%of the lots have been sold and a
resident of the subdivision has been named the president.
I, l r Cl.- I�• 6 n aQ�.t, ,a Notary Public for the State of 1�oc �.c��nC o-, ,County of
CA Z�,.= do hereby certify that �,�- personally appeared before me this Q
day of a O 1 S ,and acknowledge the due execution of the forgoing swale maintenance requirements.
Witness my hand and official seal,
Notary signature
GOO
i
woo, ce
ZSEA1 c My commission expires / c j
Wit
'�1J ;`
Form SW401-Low Density-Rev.3-2/10/09 Page 4 of 4

SOSID: 1065488
Date Filed:9/30/2008 3:37:00 PM
Elaine F.Marshall
North Carolina Secretary of State
C200827400126
ARTICLES OF ORGANIZATION
OF
TIOGA, LLC
Pursuant to Section 57C-2-20 of the General Statutes of North
Carolina, the undersigned does hereby submit these Articles of
Organization for the purpose of forming a limited liability
company.
1. NAME. The name of the limited liability anapanu is
TIOGA, LLC.
2. DISSOLUTION. The latest date on which the limited
liability company is to dissolve is: No date for dissolution is
specified and there shall be no limit on the duration of the
limited liability company.
3. ORGANIZERS. The organizer shall perform the
ministerial function of signing and submitting the articles of
organization to the Office of the Secretary of State. The
organizer is neither a member nor a manager of the limited
liability company and shall have no other power or duty regarding
the limited liability company. The name and address of the
organizer is W. James Brandon, P. O. Box 40, 109 Hampstead
Village, 15444 US Highway 17, Bldg 5, Hampstead, North Carolina
28443.
4. REGISTERED OFFICE. The street address and county of
the initial registered office of the limited liability company
is:
109 Hampstead Village
15444 US Highway 11, Bldg 5
Hampstead, North Carolina 28443
County of render
5. MAILING ADDRESS. The mailing address of the initial
registered office is:

P O BOX 40
Hampstead, North Carolina 28443
6. REGISTERED AGENT. The name c$ the initial registered
agent is James Brandon.
7. MEMBERS. The names and addresses of the initial
members of the limited liability company are as follows:
None stated.
S. MANAGEMENT. This limited liability company shall be
a member-managed LLC; all members by virtue of their status as
members shall be managers of this limited liability company.
9. EFFECTIVE TIME. This document shall become effective
at the time of filing on the date on which it is filed by the
Office of the Secretary of State of North Carolina.
This the 25th day of September, 2008.
m"�MD'... lob
W. James Brandon
Organizer

E-Filed Annual Report
LIMITED LIABILITY COMPANY 8981332
- ANNUAL REPORT Do not data enter manually.
�a
NAME OF LIMITED LIABILITY COMPANY: Tioga,LLC
REPORT FOR THE YEAR:2013 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
REGISTERED OFFICE STREET ADDRESS: 2706 Dirck Road
Castle Hayne,NC 28429 New Hanover County
PRINCIPAL OFFICE TELEPHONE NUMBER: [phone]
PRINCIPAL OFFICE MAILING ADDRESS: PO Box 789
Castle Hayne,NC 28429
PRINCIPAL OFFICE STREET ADDRESS: 2706DirckRoad
Castle Hayne,NC 28429
MANAGERS/MEMBERS/ORGANIZERS:
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 4/15/2013
FORM MUST BE SIGNED BY A MANAGER/MENBER 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

Stormwater Management Plan
for
The Knolls at Turkey Creek
Owner:
Tioga, LLC
PO Box 15970
Wilmington, NC 28408
Engineer:
Stroud Engineering, P.A.
102 D Cinema Drive
Wilmington, NC 28403
-A%* CARp
ti S/d,-
� '>• .
•ate 51EAL �'
•
3561►T
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Illltl��
David L. Menius, P.E.
z F - ► 3
Date ECEIVEJ
MAY 2 8 2013

Project Narrative
The Knolls at Turkey Creek
Project Summary
The purpose of this project is to construct residential homes on approximately 16.7 acres
of land located just south of Rocky Point, NC off NC133 at Carver Road. Twenty six (26) lots are
planned in this development. This parcel is on record and is most recently conveyed by Deed
Book 4239, Page 97 of the Pender County Registry. The parcel number is 3223-45-0612-0000.
The site is afforded public water. Sewer will be served by on-site drainfields
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. The northerly boundary includes a large
wetland area along the run of Turkey Creek. The entire site drains into Turkey Creek. Turkey
Creek is immediately tributary to the Northeast Cape Fear River,
Adiollnina 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. 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 and
around drainage inlets to control sedimentation. A construction entrance will be located at the
intersection of all proposed road connections. 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 Mananement Practices
This project is to be low density(24% BUA). Stormwater from lots will flow to swales or
overland to adjacent wetlands. Stormwater from the roadway will be collected in road side
swales and conveyed to vegetated swales and outlet to Turkey Creek.

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EROSION CONTROL CALCULATIONS
PROJECT: The Knolls at Turkey Creek
PROJECTA PW-1058
DATE: 412912013
NOTES:
THE KERBY-KIRPICH METHOD WAS Ui IUZEO TO ESTIMATE THE TIME OF CONCENTRATION(SEE ATTACHED). RESULTS VARIED FROM JUST UNDER 5 MINUTES FOR
SMALLER ROADSIDE SWALE DRAINAGE AREAS TO 20 MINUTES FOR LARGER OUTFALL SWALES.AN AVERAGE VALUE OF 10 MINUTES HAS BEEN UTILIZED FOR
THE PURPOSE OF ESTIMATING RAINFALL INTENSITY.THIS VALUE RESULTS IN CONSERVATIVE RUNOFF ESTIMATES FOR THE MORE CRITICAL OUTFALL SWALES.
TIME OF CONCENTRATION= 10 MINUTES
BUA= 25%
TEMPORARY SEDIMENT TRAP CALCULATIONS
10 YEAR STORM INTENSITY= 7.61 IN1HR PER NOAA ATLAS 14
CONSTRUCTION PHASE"C'= 0.3 PER SOILS AND TOPOGRAPHY
TST 1 TST 2
DISTURBANCE AREA 0.4 AC DISTURBANCE AREA 1.0 AC
DRAINAGE AREA= 0.4 AC DRAINAGE AREA— 1.0 AC
Q=CIA= 0.91 CFS Q=CIA= 2.20 CFS
VELOCITY THROUGH TRAP= 0.03 FPS VELOCITY THROUGH TRAP= 0.04 FPS
SURFACE AREA=435 SF•Q= 397 SF SURFACE AREA=435 SF•Q= 993 SF
STORAGE=3600 CF PER AC DISTURBED= 1440 CF STORAGE=3800 CF PER AC DISTURBED= 3600 CF
LENGTH 35 LENGTH 50
WIDTH 15 WIDTH 25
DEPTH 3 DEPTH 3
SURFACE AREA 525> REQUIRED,OK SURFACE AREA 1250>=REQUIRED,OK
VOLUME PROVIDED= 1575>=REQUIRED,OK VOLUME PROVIDED 3750> REQUIRED,OK
TST 3.7
DISTURBANCE AREA 0.9 AC
DRAINAGE AREA= 0.9 AC
Q=CIA= 2.05 CFS
VELOCITY THROI If'H TRAP= 0.04 FPS
SURFACE AREA=435 SF•Q= 894 SF
STORAGE-3600 CF PER AC DISTURBED= 3240 CF
LENGTH 45
WIDTH 25
DEPTH 3
SURFACE AREA 1125>-REQUIRED,OK
VOLUME PROVIDED= 3375>-REQUIRED,OK

SWALE CALCULATIONS
10 YEAR STORM INTENSITY= 7.61 INMR PER NW ATLAS 14
DEVELOPED"C"= 0.6 PER SOILS AND TOPOGRAPHY
SWALE MANNING"N"VALUE= 0.03 GRASS LINED CHANNEL
DIVERSION SWALE SIDE SLOPES= .333 VIH
PROPOSED BUA= 25%
SWALE DRAINAGE IMPERVIOUS PERVIOUS RUNOFF SWALE BOTTOM RUNOFF ALLOWABLE RUNOFF 137WALE RUNOFF
NUMBER AREA IACI AREA AC AREA(AC) RATE CFS SLOP FT WIDTH DEPTH fFn VELOCITY VEL FPS CAPACITY VELOCITY
1 0.5 0.13 0.38 2.28 0.003 1.0 0.70 2.00 1.63 OK OK
2 04 0.10 0.30 1.83 0.003 1.0 0.65 2.00 140 OK OK
3 0.9 023 068 4.11 0.003 3.0 0.97 200 1.53 OK OK
4 0.2 0.05 0.5 0.91 0.013 1.0 0.38 2.00 1.20 OK
OK
5 0.2 0.05 0.15 0.91 0.013 1.0 0.36 2.00 1.20 OK OK
S 0.6 0.13 0.36 2.28 0.008 1.0 0.92 2.00 1.84 OK OK
7 OA 0.10 0.30 1 1.83 0.000 1.0 9.57 2.00 1.80 OK OK
8 0.9 0.23 0.68 4.11 0.0 3 ao 0.67 2.OD 1.58 OK Oli
9 0.9 0.23 0.88 4.11 0.014 4.0 0 2 200 1.S1B OK OK
10 0.9 0.23 0.S8 4.11 0.014 4.0 0.42 1 200 1915. OK OK
NOTE:Swwles 9 and to are muted through a sour hole with a 20 earthen weir.Depth of now over the weir Is governed by the weir equation: Q-Ow•L•D14 where:
Q= 4.11 tow,oh
CW= 3 constant,unBeas
L= 25 weir length.In het
ReeuBklg D= 0.14 feet
Velod1yoverwelr=Q1D`L= 1.14 fps
.:OK
PIPE CALCULATIONS
NOTES: JUL 0 8 2013 .
DETERMINE IF HEADWATER DEPTH IS APPROPRIATE
FIRST,CHECK INLET CONTROL USING ORIFICE EQUATION
0.00 INDICATES HEADWATER IS BELOW PIPE CROWN r
DISCHARGE COEFFICIENT- 0.65 RCP FES
NEXT,CHECK OUTLET CONTROL USING ENERGY SAL9-'E EQUATION
MANNING"W VALUE• 0.013 RCP
ENTRANCE COEFFICIENT- 02 RCPFES
EXIT COEFFICIENT- 1 TO STANDING POOL
AGGREGATE COEFFICIENT- 12
LARGER CONTROLS
TAILWATER ELEVATION OBTAINED FROM DEPTH OF OUTLET SWALE INLET INLET OUTLET RESULTING
CONTROL CONTROL CONTROL DEPTH AT
PIPE DRAINAGE IMPERVIOUS I PERVIOUS I RUNOFF PIPE PIPE UPPER LOWER TAILWATER CAPACITY. HEADWATER HEADWATER UPPER
NUMBER AREA AC EA AC AREA AC RATE CF8 DIA I LENGTH I RT INVERT,( ELEV =D/2 ELEV FT ELEV INVERT
1 0.1 0.03 O.OB 0.46 1 Be 1.8 21A 22.1 98 0.00 10 0.50
2 0.6 019 0.88 2.28 18 44 1 5 17.3 18 7 0.00 1&OS 0.66
3 1.8 45 1.36 8.22 18 44 16.6 Is.4 17.1 7.9 18.16 1718 1.65
CHECK GENERIC DRIVEWAY CULVERT USING MAXIMUM SWALE FLOW(SWALE 3)AND MINIMUM PIPE SIZE(is-)
ASSUME 0.5%PIPE SLOPE AND 0.7'TAILWATER DEPTH
SINGLE FAMILY DRIVEWAY 4.11 15 20 100 99.8 100.7 5.08 0.00 100.99 0.99
16,DRIVEWAY CULVERTS WILL SUFFICE
0 Alt 0 �
36677 f
A r
-� 3 �Zo 13

SWALE CALCULATIONS
10 YEAR STORM INTENSITY= 7.61 INIHR PER NOAA ATLAS 14
DEVELOPED"C"= 0.6 PER SOILS AND TOPOGRAPHY
SWALE MANNING"N"VALUE= 0.03 GRASS UNED CHANNEL
DIVERSION SWALE SIDE SLOPES= .333 VM
PROPOSED BUA= 25%
SWALE DRAINAGE IMPERVIOUS PERVIOUS RUNOFF SWALE BOTTOM RUNOFF ALLOWABLE RUNOFF SWALE RUNOFF
NUMBER. AREA AC AREA AC AREA AC RATE CFS SLOP FT WIDTH FT DEPTH FT VELOCITY VEL FPS CAPACITY VELOCITY
1 0.5 0.13 0.3B 2.28 0.003 1.0 0.70 2.00 1.63 OK OK
2 0.4 0.10 0.30 1.83 0.003 1.0 0.65 2.00 1.40 OK OK
3 0.9 0.23 0.88 4.11 0.003 3.0 0.67 2.00 1.53 OK OK
4 0.2 _ 0.05 0.15 0.91 0.013 1.0 0.38 2.00 1.20 OK OK
5 0.2 0.05 0.15 0.91 0.013 1.0 0.38 2.00 1.20 OK OK
8 0.5 0.13 0.38 228 0.008 1.0 0.62 2.00 1.84 OK OK
7 0.4 0.10 0.30 1.83 0.006 1.0 0.67 2.00 1.80 OK OK
8 0.9 0.23 0.88 4.11 0.003 3.0 0.67 2.00 1.53 OK OK
B 0.9 0.23 0.88 4.11 0.003 3.0 0.87 2.00 1.53 OK OK
10 0.9 0.23 0.88 4.11 0.003 3.0 0.67 2.00 1.53 OK OK
PIPE CALCULATIONS
NOTES:
DETERMINE IF HEADWATER DEPTH IS APPROPRIATE
FIRST,CHECK INLET CONTROL USING ORIFICE EQUATION
0.00 INDICATES HEADWATER IS BELOW PIPE CROWN
DISCHARGE COEFFICIENT-- 0.85 RCP FES
NEXT,CHECK OUTLET CONTROL USING ENERGY BALANCE EQUATION
MANNING"PP VALUE= 0.013 RCP
ENTRANCE COEFFICIENT= 0.2 RCP FES
EXIT COEFFICIENT= 1 TO STANDING POOL
AGGREGATE COEFFICIENT-- 1.2
LARGER CONTROLS
TAILWATER ELEVATION OBTAINED FROM DEPTH OF OUTLET SWALE INLET INLET OUTLET RESULTING
CONTROL CONTROL CONTROL DEPTH AT
PIPE DRAINAGE IMPERVIOUS PERVIOUS RUNOFF PIPF olpE UPPER LOWER TAILWATER CAPACITY HEADWATER HEADWATETi UPPER
NUMBER AREA AC AREA AC AREA AC RATE CFS DIA IN LENGTH INVERT INVERT F ELEV HW=D@ ELEV ELEV INVERT
1 0.1 0.03 O.OB 0.48 18 88 21.8 21.4 22.1 7.98 0.00 22.10 0.50
2 0.5 0.13 0.38 2.28 18 4q 17.fi 17.3 18 7.98 0.00 18.05 0.55
3 1.8 0.45 1.35 8.22 18 44 18.6 18.4 17.1 7.98 18.15 17.78 1.55
CHECK GENERIC DRIVEWAY CULVERT USING MAXIMUM SWALE FLOW(SWALE 3)AND MINIMUM PIPE SIZE(15")
ASSUME 0.5%PIPE SLOPE AND 0.7'TAILWATER DEPTH
SINGLE FAMILY DRIVEWAY 4.11 15 20 100 1 99.8 100.7 5.06 0.00 100.99 0.99
15"DRIVEWAY CULVERTS WILL SUFFICE

EROSION CONTROL CALCULATIONS
PROJECT: The Knolls at Turkey Creek
PROJECT#: PW-1056
DATE: 4/29/2013
SWALE 1 SWALE 2
KERBY-KIRPICH METHOD TIME OF CONCENTRATION (t)-6+t.h KERBY-KIRPICH METHOD TIME OF CONCENTRATION (W z tw+t h
b=[(0.87•L„•Nw)/Sw0.6I°� and t.-O.0078`(1-2/h)°'8°6 >w=[(0.87`Lw•Nw)/Sw°b1°"�°r and I.-0.0078•(1.2/h)am
L„=overland flow length(it)= 20 L,h=length of channel(fQ= 380 Lw=overland flow!ergth(ft)- 20 Loh-length of channel(f)= 610
N.=Kerby roughness number- 0.1 h=fall In channel(ft)- 3 Nw=Kerby roughness number= 0.1 h-fall in channel(ft)= 3.5
overland drop- 3
overland drop= 3
S.=overland slope= 0.150 S.=overland slope- 0.150
TIME OF CONCENTRATION= 6 MINUTES TIME OF CONCENTRATION= 8 MINUTES
SWALE 3 SVVAI F A
KERBY-KIRPICH METHOD TIME OFCONCENTRATION (fa=tw+toh KERBY-KIRPICH METHOD TIME OF CONCENTRATION
fw=[(0.67•L=.'Nw)/S.a5]a"r and Ia=0.0078•(1-2/h)°ah5 I._[(0.67`L.*Nw)/Sw°s]a and 1.=0.0078•(1.21 h)5ae5
Lw=overland flow length(M= 20 L.=length of channel(ft)= 560 L.=overland flow length(ft)= 20 L.=length of channel(f)= 220
Nw=Kerby roughness number= 0.1 It-fall in channel(ft)= 3.5 Nw=Kerby roughness number- OA h=fall in channel(ft)- 3
overland drop= 3 overland drop= 3
S.=overland slope= 0.150 S.=overland slope- 0.150
TIME OF CONCENTRATION- 9 MINUTES TIME OF CONCENTRATION= 4 MINUTES
SWALE 5 SWALE 6
KERBY-KIRPICH METHOD TIME OF CONCENTRATION (t J=t„+6 KERBY-KIRPICH METHOD TIME OF CONCENTRATION (t.)=t..+ta,
w=[(0.87•L,,,•IJw)/S°r°'0i°'1°r and %,=0.0078'(Ld°/h)5.x5 tw=[(0.67•Lw.•N..)/Bw`"1-" and 6=0.0078•(Le/h)aae5
Lw-overland flow length(fQ- 20 L.-length of channel(fl)- 220 L.=overland flaw length(TQ= 20 L h-length of channel(ft)- 48D
N.=Kerby roughness number= 0.1 h=fell in channel(fl)- 3 N.=Kerby roughness number= 0.1 h=fall in channel(ft)= 3
overland drop- 3 overland drop- 3
S„=overland slope= 0.150 S.-overland slope- 0.150
TIME OF CONCENTRATION- 4 MINUTES TIME OF CONCENTRATION- 8 MINUTES
SWALE 7 SWALE a
KERBY-KIRPICH METHOD TIME OF CONCENTRATION (16)=b+t h KERBY-KIRPICH METHOD TIME OF CONCENTRATION (ta=tw+%h
6-[(0.67•L„`Na.)/86 S']a"r and t,h=0.0078•(1.2 f h)- I.=[(0.67•L.•Nw)/S.,4]� and ia'0.0078•(1-2/h)a'°5
L„=overland flow length(fl)- 20 L,h=length of channel(ft)= 480 Lw-overland flow length(it)- ISO I. ,=length of channel(ft)= 190
N„=Kerby roughness number- 0.1 h-fall In channel(fl)= 3 Nw=Kerby roughness number= 0.1 h-fall in channel(ft)= D.5
overland drop- 3 overland drop= 3
Sw`overland slope= 0.151) Sw=overland slope= 0.017
TIME OF CONCENTRATION= 8 MINUTES TIME OF CONCENTRATION= 13 MINUTES
SWALE 9 SWALE 10
KERBY-KIRPICH METHOD TIME OF CONCENTRATION (tj=t„+6 KERBY-KIRPICH METHOD TIME OF CONCENTRATION (t.)=t„+th
Iw=[(0.87`L.•Nw)/S„D5]0i1r and L.=0.0078`fL-,'I hh Q8°6 tw=[(0.67•Lw•N„)/S..-]°^°r and I.=0.0078•(L.'I h)
Lw=overland flow length(ft)= 340 L.=length of channel(ft)= 240 Lw=overland flow length(ft)- 2D L.-length of channel(it)= 600
Nw=Kerby roughness number- 0.1 h=fall in channel(f)- 0.5 N.=Kerby roughness number- 0.1 h=fall in channel(fQ= 1
overland drop= 2 overland drop- 3
Sw=overland slope= 0.008
S.-overland slope= 0.150
TIME OF CONCENTRATION= 20 MINUTES TIME OF CONCENTRATION= 14 MINUTES

Precipitation Frequency Data Server Page 1 of 4
NOAA Atlas 14,Volume 2,Version 3
Location name:North Carolina,US*
Coordinates:34.3799,-77.9411
Elevation:Oft* -
•source:Gaggle Maps
POINT PRECIPITATION FREQUENCY ESTIMATES
G.M.Bannin,D.Martin,B.Lin,T.Parzybak,M.Yekta,and D.Riley
NOAA,National Weather Service,Silver Spring,Maryland
PF tabular I PF graphical i Maps & aerials
PF tabular
PDS-based point precipitation frequency estimates with 90%confidence intervals(in inches/hour)'
®Du 1Average recurrence Interval(years)
Duration
�� 50 100 200F 500 1000
5-mte 6.16 7.32 8.56 9.52 10.8 11.7 12.6 13.5 14.8 15.8
(5.72-6.65) 1 (6.80-7.90) (7.93-9.22) (8.81-10.3) (9.90-11.6) (10.7-12.6) 1 (11.5-13.6) 11 (12.3-14.6) 1 (13.3-16.0) (14.0-17.1)
10-min 4.91 5.85 6.85 7.61 8.5fi 9.29 10.0 10.7 11.7 12.4
(4.57-5.31) (5.44-6.31) (6.35-7.38) (7.04-8,20) (7.88-9.20) (8.52-10.0) 1 (9.14-10.8) 1 (9.73-11.6) (10.5-12.6) 1 (11.1-13.5)
15-min 4.10 4.90 5.78 6.42 7.24 7.84 8.44 9.04 9.81 10.4
(3.81-4.42) (4.56-5.29) (5.36-6.22) (5.94-6.92) (6.66-7.78) (7.19-8.44) (7.70-9.08) 1 (8.18-9.73) (8.80-10.6) (9.25-11.3)
30-min 2 81 3.39 4.10 4.65 5.3fi 5.90 6.47 7.03 7.81 8.43
(2,61-3.03) (3.15-3.66) (3.81-4.42) (4.30-5.01) (4.94-5.76) (5.41-6,35) 5.90-6.96) (6.37-7.57) (7.00-8.43) (7.49-9.11)
60-mtn 1.75 2.12 2.63 3.03 3.57 4.00 4.45 4.93 5.60 6.15
(1.63-1.89) 1 (1.98-2.29) 1 (2.44-2.84) 1 (2.80-3.26) 1 (3.29-3.84) 1 (3.67-4.30) 1 (4.06-4.79) (4.47-5.31) (5.02-6.05) (5.47-6.65)
2-hr 1.04 1.27 1.62 1.90 2.32 2.67 3.05 3.47 4.10 4.63
(0.959-1.14) 1 (1.17-1.39) 1 (1.49-1.76) 1 (1.75-2.08) 1 (2.11-2.52) 1 (2.43-2.91) 1 (2.76-3.32) 1 (3.11-3.78) 1 (3.63-4.46) 11 (4.07-5.06)
0 742 0.904 1.16 1.37 1.69 1.97 2.28 2.63 3.15 3.61 3-hr (0.684-0.814) 0.832-0.992) (1.06-1.27) 1 (1.26-1.50) 1 (1.54-1.85) 1 (1.78-2.15) 1 (2.05-2.49) 1 (2.34-2.86) 1 (2.77-3.44) 1 (3.14-3.94)
0-hr 0.458 0.559 0.715 0.851 1.05 1.23 1.43 1.65 i_99 2.29
(0.422-0.504) (0.514-0.615) (0.656-0.786) (0.778-0.933) (0.956-1.15) 1 (1.11-1.35) 11 (1.28-1.56) (1.46-1.80) (1.74-2.17)
12-hr 0 267 0.326 0A20 0.502 0.626 7 F 0.736 0.860 1.00 1.22 1.41
(0.243-0.296) (0.297-0.360) (0.382-0.465) (0.454-0.wA) (0.561-0.690) (0.656-0.809) (0.760-0.945) (0.875-1.10) 1 (1.05-1.34) 1 (1.20-1.55)
24-hr 0156 0.190 0.245 0.294 0.370 0.437 0.513 0.600 0.734 0.853
(0.142-0.175) (0.172-0.213) (0.222-0.275) (0.266-0.329) (0.330-0.412) (0.387-0.487) (0.449-0.573) (0.518-0.670) (0.620-0.825) (0.708-0.963)
2-da 0.092 0.111 0.142 0.170 0.211 0.248 0.289 0.336 0.408 0.470
y 0.084-0.102) (0.101-0.124) (0.130-0.159) (0.154-0.189) (0.190-0.235) (0.221-0.277) (0254-0.324) (0.291-0.378) (0.346-0.460) 0.392-0.534)
3-day 0.065 0.079 0.100 0.119 0.147 0.171 0.199 0.229 0.276 0.317
(0.059-0.073) (0.072-0.088) (0.091-0.112) (0.108-0.132) (0.132-0.163) (0.153-0.191) (0.175-0.222) (0.199-0.257) (0.235-0.311) (0.265-0.359)
0.052 0.063 0.079 0.093 0.115 0.133 0.153 0.176 0.210 0.240 4�18y (0.047-0.058) (0.057-0.070) (0.072-0.088) (0.085-0.104) (0.103-0.127) (D.119-0.148) (0.135-0.171) (o.153-0.197) (0.180-0.237) (0.202-0.272)
0.034 0.041 0.052 0.061 0.074 0.085 0.097 0.710 0.129 0.145 7-day (0.032-0.038) (0.038-0.045) (0.048-0.057) (0.056-0.or) (0.067-0.081) (0.077-0.093) (0.087-0.106) (0.097-0.121) (0.112-0.143)1(0.124-0.162)
0.027 0.032 0.040 0.047 0.056 1 F 0.064 0.072 0.082 0.095 0.106 10-day (0.025-0.030) (0.030-0.035) (0.037-0.044) (0.043-0.051) (0.051-0.061) (0.058-0.070) (0.065-0.079) (0.073-0.090) (0.083-0.105)1(0.092-0.118)
20-da 0.018 0.022 0.026 0.030 0.036 0.040 0.045 0.050 0.058 0.064
y (0.017-0.020) (0.020-0.023) (0.025-0.028) (0.028-0.033) (0.033-0.039) 0.037-0.044) (0.041-0.049) (0.046-0.055) (0.051-0.063) (0.056-0.070)
30�1a 0.015 0.018 0.021 0.024 0.028 0.031 0.035 0.038 0.043 0.046
y (D.014-0.016) (0.017-0.019) (0.020-0.023) (0.023-0.026) (0.026-0.030) (0.029-0.034) (0.032-0.037) (0.035-0.041) (0.039-0.046) (0.042-0.051)
45-da 0.012 0.015 6.017 0.020 0.023 0.025 I F 0.028 0.030 10.034 0.036
y (0.012-0.013) (0.014-0.016) (0.016-0.019) (0.018-0.021) (0.021-0.024) (0.023-0.027) (0.026-0.030) (0.028-0.032) (0.031-0.036) (0.033-0.040)
60�ay 0.011 0.013 0.015 0.017 0.020 0.021 0.023 0.025 0.028 0.030
(0.011-0.012) (0.012-0.014) (0.015-0.016) (0.016-0.018) (0.018-0.021) (0.020-0.023) (0.022-0.025) (0.023-0.027) (0.025-0.030) (0.027-0.032)
1 Precipitation frequency(PF)estimates In this table are based an frequency analysis of partial duration series(PDS).
Numbers in parenthesis are PF estimates at lower and upper bounds of the 90%confidence interval.The probability that precipitation frequency estimates(for a given
duration and average recurrence interval)will be greater than the upper bound(or less than the lower bound)is 5%.Estimates at upper bounds are not checked against
probable maximum precipitation(PMP)estimates and may be higher than currently valid PMP values.
Please refer to NOAA Atlas 14 document for more Information.
Back to Top
http://hdsc.nws.noaa.gov/hdsc/pfds/pfds_printpage.html?lat=34.3799&lon=-77.9411&data... 4/26/2013

ilk E-Filed Annual Report
898
LIMITED LIABILITY COMPANY n
ANNUAL REPORT Do not data enter ter manually.
�R
NAME OF LIMITED LIABILITY COMPANY: Tioga,LLC
REPORT FOR THE YEAR:2013 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: PBf ci'Tgg°
Castle Rayne,NG MV29"
REGISTERED OFFICE STREET ADDRESS: 2706DirckRoad
Castle Rayne,NC 28429 New Hanover County
PRINCIPAL OFFICE TELEPHONE NUMBER: [phone]
PRINCIPAL OFFICE MAILING ADDRESS: �^
Castle Rayne,Ne-2S#29-
PRINCIPAL OFFICE STREET ADDRESS: 2706DirckRoad
Castle Rayne,NC 28429
MANAGERS/MEMBERS/ORGANIZERS:
Name:Scott Gerow
Title:Member
Address:
PO Box 789
Castle Rayne,NC 28429
CERTIFICATION OF ANNUAL REPORT MUST BE COMPLETED BY ALL LIMITED LIABILITY COMPANIES
Scott Gerow 4/15/2013
FORM MUST BE SIGNED BY A MANAGER&UMBER 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

�� IIIII IIIIIIIIIIIIIIIIII IIIIIIIIIIIIII 14?3�P009716 vat21'��
Pander County, NC Register of Deeds Pags 1 of 5
Faye Teaehey Prevatte Reglsler of Deeds
04-11-2013 16:23:21.000 Pendsr Ceunty, NC
NC REVENUE STAMP: SM4.00 (#5442e)
GENERAL WARRANTY DEED
THE ATTORNEY PREPARING THIS INSTRUMENT HAS MADE NO RECORD SEARCH OR
TITLE EXAMINATION AS TO THE PROPERTY HEREIN DESCRIBED,UNLESS THE SAME
IS SHOWN BY HIS,MWXTZ[� IGNED CERTIFICATE.
�...
` Mail after recording to:
TIOGA,LLC T�instrument was prepared by:
Jackson,Mills&Carter,P.A.
+, PO Box 15970 5710 Oleander Drive,Suite 112
Wilmington�NC 28 w" Wilmington,NC 28403
Brief description fort ex: 16.71 Acres/Map Book 54,Page 118
C c;sit Tv 4�:39�4 /
Parcel No: 3�y3-54—I�7�'00W✓
STATE OF NORTH CAROLINA
COUNTY OF PENDER
THIS DEED made this q"h_day of r', 1 2013 by and between JACK G.
STOCKS,211 North Fifth Avenne,Wilmington,NC 28401,a married individual with a Pre-
Nuptial Agreement recorded in Pender County or his assigns,hereafter GRANTOR,and
TIOGA,LLC,a North Carolina limited liability company with an address of P.O.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.
WITNESSETH:
That the Grantor,for a valuable consideration paid by the Grantee,the receipt of which is
hereby acknowledged,has and by these presents does grant,bargain,sell and convey unto the
Grantee in fee simple,all that certain lot or parcel of land situated in Pender County,North
Carolina and more particularly described as follows:

IIIII IIIIIIIIIBIIIII,�I1IB IIIIIIIII B4239 P0198 Prevette PROF
74-11-2013
23:21.000
Pshdsr CsunEy, egis4er of Deeds page 2 of 5
BEING ALL of that tract or parcel of land containing 16.71 acres total as shown
on that map entitled"Carver Drive Tract 16.71 acres(Exempt Subdivision)"
recorded March 12,2013 in Map Book 54 at Page 118 of the Pender County
Registry.
Subject to that 60'access easement described in Exhibit A attached hereto and
incorporated herein by reference.
Subject also to a 30'wide drainage easement,the centerline of which is the
westernmost property line of the real property conveyed herein and located along
and adjacent to other real property of Grantor located to the west and running
from Carver Drive to the run of Turkey Creek.
The property hereinabove described was acquired by Grantor by instrument recorded in
the Pender County Registry. The preparer of this instrument has been informed that property
described above does NOT include the primary residence of the Grantor,but no independent
verification has been made and none is represented herein
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 Grantor covenants with the Grantee,that Grantor is seized of the premises in fee
simple,has the right to convey the same in fee simple,that title is marketable and free and clear
of all encumbrances,and that Grantor will warrant 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 2013 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 his hand and seal the day and year first
above written.
-J (SEAL)
ACK G.STOCKS

IIIlilllller 111111Jill1111111111111111 er of P12 P 5{�, F
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
I, nca+L. r1 1 a,a Notary Public of the County of Qf iAosS is j
and State aforesaid,do hereby certify that JACK 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 14 4-h day of ` pr1 2013.
-A, K- kkAae
Notary Public
My Commission Expires:
/O oZ D--Q0/-'� NANCY L GARNEAU
NOTARY PUBLIC
(AFFIX NOTARIAL SEAL) Brunswiek County
North Carolina

Ax
STROUD ENGINEERING,PA.
CONSULTING ENGINEERS
102-D CINEMA DRIVE
WILMINGTON.NORTH CAROLINA 20403 N11111 1117//
(910)a15.077e 111U
a cN PA;0 w
4
DESCRIPTION FOR Fs� y _
TIOGA LLC = �=
60 FOOT ACCESS EASEMENT °9`�ROsua _
0.76 ACRES PORTION OF �'�y�Fi;sots ''`
4Jrylllrll N111tY ��
CARVER DRIVE TRACT K—
To arrive at the point of beginning commence at an adsting'T7K-nail at the intersection of the m
centerline of Paige Hall Court(50 foot wide right-of-way)and the centerline of Carver Drive
(S.R.1437, 60 foot wide right-of-way)as shown on a map of Tumstone Plantation,Phase 2 0=
recorded in Map Book 52 at Page 5 in the Ponder County Registry.Thence,North 85 degrees 06 a
minutes 01 seconds West a distance of 203.39 feet to the southwesterly comer of Lot 50 of said
Tutastone Plantation.Thence along the northerly right-of-way line of said Carver Drive South 86 0
degrees 27 minutes 09 seconds West a distance of 164.27 feet to THE POINT OF BEGINNING, '1
Thence,from said point of beginning along the northerly right-of-way line of said Carver Drive, °a
South 86 degrees 27 minutes 09 seconds West a distance of 60.00 feet to a point.Thence,a new ym~
line leaving said Cover Drive,North 3 degrees 32 minutes 51 seconds West a distance of 40.10 10=m
•g....
feet to a point on a curve to the leff,having s radius of 470.00 feet Thence along the are of said +
curve to a point that bears North 15 degrees 00 minutes 23 seconds West for a chord distance of
196.75 feet,from the preceding point.Thence North 28 degrees 23 minutes 21 seconds West a
distance of 51.69 beet to a point on a curve to the left,having a radius of 280.00 fwL Thence along wy
the arc of said curve toe point that bears North 53 de p grew 19 minutes 40 seconds West for a chord
distance of 218.95 fact,from the preceding point.Thence North 5 degrees 38 minutes 00 seconds d
West a distance of 62-W feet to a point on a curve to the right,having a radiw of 340.00 feet.
Thence along the am of said curve,to a point that bears South 55 degrees 04 minutes 47 seconds
East for a churl distance of 294.97 feet,from the preceding point.Thence South 28 degrees 23
minutes 21 seconds East a distance of 55.72 fed to a point on a curve to the H&,having a radius
of 530.00 fed.Thence along the are of said otrve,to a point that beats South 15 degrees 00
minutes 23 seconds East for a chord distance of 21059 Enter,from the preceding point.Thence
South 3 degrees 32 minutes 5 i seconds neat a instance of 40.10 fed to a point.and the POINT OF
BEGINNING.
The above described parcel conmins 0.76 acres(33195 sq.ft.)and is a portion of the 16.71 acre
parcel shown on a map recorded in Map Book 54 at Page 118 in the Pender County Registry.
107 COMMERCE ST. HESTRON PLAZA TWO
SURE a 102-0 CINEMA DRIVE 151-A HWY.24
GREENVILLE.NC 27M WILMINGTON.NC 28403 MOREW-AD CRY,NO 2B557
(Y52175&8952 [phone] M521247-7470

�`TE AAA p*WNIN StfP�B1D�PERTY
32C0WMITY PANEL 5720 [,tP
O0DDJJ � /
SITE
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LOCAL GOVERNMENT AGENCR
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IT 15 NOT A CERTIFIE0 513q
ryp� .�~ OIINA� FO647

APPLICATION FOR MASTER DEVELOPMENT PLAN
THIS SECTION FOR OFFICE USE
ApplicAtion No. MDP `I b Bate . 1 q 1
Application Fee ' 1 L t�"_ Receipt No. 0
Pre-Application Conference Ve b , 0.n {{
I Hearing Hate �.��r7 !� ,
SECTION 1:APPLICANT INFORMATION
Applicant's Owner's Name:
Tioga, LLC Tioga, LLC
Name:
Applicant's Owner's
Address: P.O.Box 15970 Address: P.O.Box 15970
aim'State,tk Wilmington, NC 28480 City,ate,& Wilmington,NC 28480
Phone Number: 910-397-0447 Phone Number: 910-397-0447
Legal relationship of R D
applicant to land owner: ( sel � )
SECTION 2: PROIECT INFORMATION
Type of Master El Residential ❑ Commercial ❑ Mixed Use ❑ Exempt
Development Plan RP,RD,RMMHDis(r/at GB,Or,J7,GlD/s&ft PD
Property I Total praperty acreage:
Identification 322345-0612-0000 16Ac
Number(PIN):
Zoning Acreage to be disturbed: 15Ac
Classification:
Project Address: Carver Road
Description of Off Hwy 133/Off Bell Hammond Rd. SR 1437 Along Turkey Creek
Project Location:
Describe activities Subdivision Construction
to be undertaken
on project site:
SECTION AD SIGNATURES
Applicant's Signature Date: of—I1—/3
Owner's Signature Dade: �FJ9-S

North Carolina Secretary of State Page 1 of 1
North Carolina
f . . Elaine F. Marshall DEPARTMENT OF THE
4 r
Secretary SECRETARY OF STATE
gym
PO Box 29622 Raleigh,NC 2M"622 [phone]
Account Login Register
Date: 4/29/2013
Click here to:
View Document Filings I File an Annual Report
Print a Pre-populated Annual Report Fillable PDF Form I Amended A Previous Annual Report
Corporation Names
Name Name Type
NC TIOGA, LLC LEGAL
Limited Liability Company Information
SOSID: 1065488
Status: Current-Active
Effective Date: 9/30/2008
Citizenship: DOMESTIC
State of Inc.: NC
Duration: PERPETUAL
Annual Report Status: CURRENT
Registered Agent
Agent Name: GEROW, SCOTT
Office Address- 2706 DIRCK ROAD
CASTLE HAYNE NC 28429
Mailing Address: PO BOX 789
CASTLE HAYNE NC 28429
Principal Office
Office Address: 2706 DIRCK ROAD
CASTLE HAYNE NC 28429
Mailing Address: PO BOX 789
CASTLE HAYNE NC 28429
Officers
Title: MEMBER
Name: SCOTT GEROW
Business Address: PO BOX 789
CASTLE HAYNE NC 28429
This website is provided to the public as a part of the Secretary of State Knowledge Base(SOSKB)system.Version:452
http://www.secretary.state.nc.us/corporations/Corp.aspx?PitemId=8981332 4/29/2013

E-Filed Annual Report
m : LIMITED LIABILITY COMPANY 8981332
.. ANNUAL REPORT Do not data enter manually.
NAME OF LIMITED LIABILITY COMPANY: Tioga,LLC
REPORT FOR THE YEAR:2013 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
REGISTERED OFFICE STREET ADDRESS: 2706DirckRoad
Castle Hayne,NC 28429 New Hanover County
PRINCIPAL OFFICE TELEPHONE NUMBER: [phone]
PRINCIPAL OFFICE MAILING ADDRESS: PO Box 789
Castle Hayne,NC 28429
PRINCIPAL OFFICE STREET ADDRESS: 2706 Dirck Road
Castle Hayne,NC 28429
MANAGERS/MEMBERS/ORGANIZERS:
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 4/15/2013
FORM MUST BE SIGNED BY A MANAGER/MEMBER 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