SW8061005_Current Permit_20130716

MENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Pat McCrary Thomas A. Reeder
Governor Acting Director
July 16, 2013
Jack Carlisle, Member/Manager
E85 Transport, LLC
Post Office Box 1019
Wilmington, NC 28402
Subject: Stormwater Permit No. SW8 061005
Tarin Woods
Modification and Name/Ownership Change and Permit Extension
New Hanover County
Dear Mr. Carlisle:
John Skvarla
Secretary
The Wilmington Regional Office received a complete Stormwater Management Permit Application modification and Name/Ownership
Change request for Tarin Woods on July 5, 2013. Staff review of the plans and specifications for this modification and permit ownership
transfer have determined that the project, as proposed, will comply with the Stormwater Regulations set forth in Title 15A NCAC
2H.1000. Therefore we are forwarding Permit No. SW8 061005 dated July 16, 2013, for the construction of the subject project.
On August 5, 2009, the Governor signed Session Law 2009-406. This law impacts any development approval issued by the Division of
Water Quality under Article 21 of Chapter 143 of the General Statutes, which is current and valid at any point between January 1, 2008,
and December 31, 2010. The law extends the effective period of any stormwater permit that was set to expire during this time frame up
to three (3) years from its current expiration date. On August 2, 2010, the Governor signed Session Law 2010-177, which granted an
extra year for an extension of up to four (4) years.
This permit shall be effective from the date of issuance until February 6, 2021, which includes the extensions, and shall be subject to
the conditions and limitations as specified therein. Please pay special attention to the conditions listed in this permit regarding the
Operation and Maintenance of the BMP(s), recordation of deed restrictions, certification of the BMP's, procedures for changes of
ownership, transferring the permit, and renewing the permit. Failure to establish an adequate system for operation and maintenance of
the stormwater management system, to record deed restrictions, to certify the BMP's, to transfer the permit, or to renew 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.
For your records, please find enclosed a copy of the inspection report for this permitted site. If you have any questions concerning this
matter, need additional copies of the permit or the approved plans, please contact Chris Baker at [phone],
Sin I ,
Thomas A. eder
Division of Water Quality
GDSlcsb: S:VQSIStormwaterlPormits & Projects120061061005 HDT013 07 permit 061005
cc: Howard Resnik, P. E., Coastal Site Design, P. C.
New Hanover County Inspections
City of Wilmington Stormwater Services
New Hanover County Engineering
Wilmington Regional Office
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury SL Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone]
Internet www.ncwaterauality.ora
One
NofthCaroiinta
A7&dmrally
An Equal Opportunity 1 Affirm. alive Action Employer

State Stormwater Management Systems
Permit No. SWS 061005
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY 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
E85 Transport, LLC
Tarin Woods
1200 LT Congleton Road, Wilmington, New Hanover County
FOR THE
construction, operation and maintenance of 4 infiltration basins in compliance with the
provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules') and
the approved stormwater management plans and specifications and other supporting
data as attached and on file with and approved by the Division of Water Quality and
considered a part of this permit.
This permit shall be effective from the date of issuance until February 6, 2021 and shall
be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.6 on page 3 of this permit. The subdivision is
permitted for 130 lots; each allowed a maximum of built -upon area as shown
Section 1.6 page 3.
3. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
4. The basin must be operated with a 50" vegetated filter.
5. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
Page 2 of 8

State Stormwater Management Systems
Permit No. SW8 061005
6. The following design elements have been approved for this infiltration basin
stormwater facility, and must be provided in the system at all times.
Units
Basin 1
Basin 2
Basin 3
Basin 4
a. Drainage Area
Acres
4.01
8.44
10.99
15.51
Onsite
ft2
174,694
367,733
478,570
675,480
Offsite
ft2
N/A
N/A
N/A
N/A
b. Total Impervious Surfaces
78,739
180,648
224,726
290,495
Lots @ BUA per lot
48,570
130,000
160,000
133,000
Streets
ft2
26,768
43,306
56,971
96,044
Sidewalks
3,401
7,342
7,755
9,451
Parking
N/A
N/A
N/A
32,991
Offsite
N/A
N/A
N/A
19,009
c. Design Storm
inches
3
3
3
3
d. Infiltration Basin Depth
feet
1.8
1.8
1.8
3.9
e. Bottom Elevation
FMSL
20.8
18
22
24
f. Surface Area @ Bottom
ft2
10,451
23,486
32,966
16,292
g. Storage/Bypass Elevation
FMSL
20.8
19.8
23.8
27.9
h. Storage Volume
W
21,571
46,110
64,132
75,834
i. Type of Soil
_
Murville/
Murville/
Murville/
Lynn Haven
Seagate
Leon
Leon
j. Expected Infiltration Rate
In/hr
2
2
1 2
2
k. Time to drawdown
hours
12
12
112
15
I. Receiving Stream /
Everett Creek / Cape Fear
River Basin
o. Stream Index Number
18-87-29
p. Classification of Water Body
SA;HWQ
Each infiltration basin has an associated storage basin with a pump station and is
an intrigual part of the stormwater treatment system.
Lot built -upon -area (BUA)
Lot Numbers
Allowable BUA sf
1-3, 45-51, 90-101,
3,902
106-116, 123-130
4-11, 27-44,
4,000
117-122
12-26
3,238
52-89
3,500
II. SCHEDULE OF COMPLIANCE
1. No homeowner/lot owner/developer shall fill in, alter, or pipe any drainage feature
(such as swales) shown on the approved plans as part of the stormwater
management system without submitting a revision to the permit and receiving
approval from the Division.
2. The permittee is responsible for verifying that the proposed built -upon area for
the entire lot, including driveways and sidewalks, does not exceed the allowable
built -upon area. Once the lot transfer is complete, the built -upon area may not be
revised without approval from the Division of Water Quality, and responsibility for
meeting the built -upon area limit is transferred to the individual property owner.
Page 3 of 8

State Stormwater Management Systems
Permit No. SW8 061005
3. 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.
4. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area.
e. Further subdivision, acquisition, or sale of all or part of the project area.
The project area is defined as all property owned by the permittee, for
which Sedimentation and Erosion Control Plan approval or a CAMA Major
permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
5. The Director may determine that other revisions to the project should require a
modification to the permit.
6. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
7. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately. Infiltration systems should not be used
as erosion control devices, due to the potential clogging. If the stormwater
system was used as an Erosion Control device, it must be restored to design
condition prior to operation as a stormwater treatment device, and prior to
occupancy of the facility.
8. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification.
9. The permittee shall at all times provide the operation and maintenance
necessary to assure that all components of the permitted stormwater system
function at optimum efficiency. The approved Operation and Maintenance Plan
must be followed in its entirety and maintenance must occur at the scheduled
intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removai.
C. Mowing and revegetation of side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of structures, orifice, catch basins and
piping.
g. Access to all components of the system must be available at all times.
Page 4of8

State Stormwater Management Systems
Permit No. SW8 061005
10. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
11. Permanent seeding requirements for the stormwater control must follow the
guidelines established in the North Carolina Erosion and Sediment Control
Planning and Design Manual.
12. Prior transfer of the permit, the stormwater facilities will be inspected by DWQ
personnel. The facility must be in compliance with all permit conditions. Any
items not in compliance must be repaired or replaced to design condition prior to
the transfer. Records of maintenance activities performed to date will be
required.
13. This permit shall become voidable unless the facilities are constructed in
accordance with the conditions of this permit, the approved plans and
specifications, and other supporting data.
14. Built upon area includes, but is not limited to, structures, asphalt, concrete,
gravel, brick, stone, slate, coquina and parking areas, but does not include
raised, open wood decking, or the water surface of swimming pools.
15. Prior to the sale of any lot, the following deed restrictions must be recorded:
a. The following covenants are intended to ensure ongoing compliance with
State Stormwater Management Permit Number SW8 061005, 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. For the maximum built -upon area per lot Section 1.6 page 3 of this permit.
This allotted amount includes any built -upon area constructed within the
lot property boundaries, and that portion of the right-of-way between the
front lot line and the edge of the pavement. Built upon area includes, but is
not limited to, structures, asphalt, concrete, gravel, brick, stone, slate,
coquina and parking areas, but does not include raised, open wood
decking, or the water surface of swimming pools.
g. Lots within CAMA's Area of Environmental Concern may be subject to a
reduction in their allowable built -upon area due to CAMA regulations.
h. All runoff on the lot must drain into the permitted system. This may be
accomplished through providing roof drain gutters which drain to the
street, grading the lot to drain toward the street, or grading perimeter
swales and directing them into the pond or street. Lots that will naturally
drain into the system are not required to provide these measures.
i. Built -upon area in excess of the permitted amount will require a permit
modification.
16. A copy of the recorded deed restrictions must be submitted to the Division within
30 days of the date of recording the plat, and prior to selling lots. The recorded
copy must contain all of the statements above, the signature of the Permittee, the
deed book number and page, and the stamp/signature of the Register of Deeds.
Page 5 of 8

State Stormwater Management Systems
Permit No. SW8 061005
III. GENERAL CONDITIONS
1. This permit is not transferable to any person or entity except after notice to and
approval by the Director. In the event there is either a desire for the facilities to
change ownership, or there is a name change of the Permittee, a
"Name/Ownership Change Form" must be submitted to the Division of Water
Quality signed by both parties involved, accompanied by the appropriate
documentation as listed on page 2 of the form. The project must be in good
standing with DWQ. The approval of this request will be considered on its merits
and may or may not be approved.
2. The permittee is responsible for compliance with all of the terms and conditions
of this permit until such time as the Director approves the transfer request.
3. Neither the sale of the project area, nor transfer of ownership of the common
areas constitutes an approved transfer of the permit.
4. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
5. 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.
6. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
7. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition.
8. Permittee grants permission to staff of the DWQ to access the property for the
purposes of inspecting the stormwater facilities during normal business hours.
9. The permittee shall notify the Division in writing of any name, ownership or
mailing address changes at least 30 days prior to making such changes.
10. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction.
11. The permittee shall submit a permit renewal application at least 180 days prior to
the expiration date of this permit. The renewal application shall include the
appropriate application fee and documentation.
Permit issued this the 16th day of .July, 2013_
NORTH CAROLINA ENVIRONMENTAL (MANAGEMENT COMMISSION
Division of Water Quality
By Authority of the Environmental Management Commission
Page 6of8

State Stormwater Management Systems
Permit No. SW8 061005
Tarin Woods
Stormwater Permit No. SW8 061005
New Hanover Counly
Designer's Certification
Page 1 of 2
I, , as a duly registered in
the State of North Carolina, having been authorized to observe (periodically/weekly/full
time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form are a part of this Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
Page 7 of 8

State Stormwater Management Systems
Permit No. SW8 061005
Certification Requirements: Page 2 of 2
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
.10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf, a
forebay, and the vegetated filter.
15. The required dimensions of the system are provided, per the approved
plan.
cc: NCDENR-DWQ Regional Office
New Hanover County Building Inspections
Page 8 of 8

E
ENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
STATE STORMWATER PERMIT NAME/OWNERSHIP CHANGE FORM
I. CURRENT PERMIT INFORMATION Property was foreclosed
1. Stormwater Management Permit Number: SW8 061005
2. Project Name: Terin Woods
3. Current Permit Holder's Company Name/Organization: CYPRESS GROVE LAND, LLC
4. Signing Official's Name: Steve Shuttleworth
5. Mailing Address: 7741 Market Street Unit H
City: WILMINGTON
6. Phone: 91( 0 ) 6864194
Title: MEMBER MANAGER
State: NC
Fax: (�
Zip: 28411
II. PROPOSED PERMITTEE / OWNER / PROJECT / ADDRESS INFORMATION
This request is for: (please check all that apply)
❑x Name change of the owner (Please complete Items 1, 2 and 3 below)
❑ Name change of project (Please complete Item 5 below)
0 Change in ownership of the property/company (Please complete Items 1, 2, 3, and 4 below)
❑ Mailing address / phone number change. (Please complete Item 4 below)
❑ Other (please explain):
1. Proposed permittee's company name/organization: E85 TRANSPORT, LLC
2. Proposed permittee's signing official's name: Jack Carlisle
3. Proposed permittee's title: Member Manager
4. Mailing Address: PO BOX 1019
City: Wilmington
Phone: 91( 0 ) 443-3060
5. New Project Name to be placed on permit:
State: NC Zip: 28402
Fax:
Please check the appropriate box. The proposed permittee listed above is:
❑ HOA or POA (Attach documentation showing that the HOA or POA owns, controls, or has a
recorded easement for all areas that contain stormwater system features. Print name of HOA. or
POA in #1 above and provide name of HOA/POA's authorized representative in #2 above)
❑x The property owner
® Lessee (Attach a copy of the lease agreement and complete Property Owner Information on
page 4)
❑ Purchaser (Attach a copy of the pending sales agreement. Final app I Unslrdnsp be
granted upon receipt of a copy of the recorded deed) MAY 0 8 2013
❑ Developer (Complete Property Owner Information on page 4)
SSW N/O Change Rev15Feb2011 Page 1 of 4 BY:

3.
4.
5.
1
III. REQUIRED ITEMS
A request to transfer a permit will not be approved by the Division of Water Quality (DWQ) unless all
of the applicable required items listed below are included with the submittal. Failure to provide the
listed items may result in processing delays or denial of the transfer.
1. This completed and signed form. This cerUfication must be completed and signed by both the
current permit holder and the new applicant N this is a change of ownership.
Legal documentation of the property transfer to a new owner.
A copy of any recorded deed restrictions, covenants, or easements, if required by the permit.
The designer's certification (DWQ Engineer and Designer Certification Forms are available from
each DWQ Regional office), if required by the permit and if not already submitted to DWQ.
If the proposed permittee is a firm, partnership, association, institution, corporation, limited liability
company, or other corporate entity, provide documentation showing the authority of the named
representative to act on behalf of the proposed permittee.
The $40.00 processing fee. If this is an initial transfer from the original permittee the processing
fee is not required. Subsequent ownership transfers will require the $40.00 processing fee.
IV. CURRENT PERMITTEE'S CERTIFICATION
Please check one of the following statements and fill out the certification below that statement.
❑ Check here if the current permittee is only changing his/her/its name, the project name, or mailing
address, but will retain the permit I, , the current
permittee, hereby notify the DWQ that I am changing my name and/or I am changing my mailing
address and/or I am changing the name of the permitted project. I further attest that this application
for a name/ownership change is accurate and complete to the best of my knowledge. I understand
that if all required parts of this application are not completed or if all required supporting information
and attachments listed above are not included, this application package will be returned as
incomplete.
❑x Check here if current perm' a is transferring the property to a new owner and will not retain
ownership of t e per
1, ,the current permittee, am submitting this application
for a transfer of ownership for permit # 8 1005 . I hereby notify DWQ of the sale or
other legal transfer of the stormwater system associated with this permit. I (lave provided a copy of
the most recent permit, the designer's certification for each BMP, any recorded deed restrictions,
covenants, or easements, the DWQ approved plans and/or approved as -built plans, the a r
operation and maintenance agreement, past maintenance records, and the qst egpnt
stormwater inspection report to the proposed permittee named in Sections I r'id V of Mis orm.
further attest that this application for a name/ownership change is accurate dpOUR
e st
of my knowledge. I understand that if all required parts of this application ar of i I
required supporting information and attachments listed above are not includ this application
package will be returned as inco_mplete. I assign all rights and obligations as rmittee-to the
proposed permittee named ' ect ns II and V of this form. I understand that this transfer of
ownership cannot a v d by he DWQ unless and until the facility is in compliance with the
permit.
Si
y--rr^/3
I, e--,5Se — e 1 e., a Notary Public for the State of
G-J_ b /- rr% , County of /l//�.v 8 ri P� , do hereby certify that
personally appeared before me this the
�— day of 4D�.' ; , 20%, and acknowledge the due execution of the
forgoin instrument. Witne my hand and official seal, d
ITOtK Signature Nowft-o8r Moacaw"
N� NNN
SSW N/O Change Rev? 5Feb2011 Page 2 of 4

V. PROPOSED PERMITTEE CERTIFICATION: (This section must be completed by the
Proposed Permittee for all transfers of ownership)
I, Jack Carlisle , hereby notify the DWQ that I have acquired
through sale, lease or legal transfer, the responsibility for operating and maintaining the permitted
stormwater management system, and, if applicable, constructing the permitted system. I
acknowledge and attest that i have received a copy of: (check ail that apply to this permit)
®the most recent permit
the designer's certification for each BMP
x❑ any recorded deed restrictions, covenants, or easements
0 the DWQ approved plans and/or approved as -built plans
the approved operation and maintenance agreement
8 past maintenance records from the previous permittee (where required)
DWQ stormwater inspection report showing compliance within 90 days prior to this transfer
I have reviewed the permit, approved plans and other documents listed above, and I will comply with
the terms and conditions of the permit and approved plans. I acknowledge and agree that I will
operate and maintain the system pursuant to the requirements listed in the permit and in the
operation and maintenance agreement. I further attest that this application for a name/ownership
change is accurate and complete to the best of my knowledge. I understand that if all required parts
of this application are not completed or if all required supporting information and attachments listed
above are not included, this application package will be returned as incomplete.
Signature:4 Date: �i_ 3 ! 4V
I, - 'Y"�' ✓ `�-�(,� r`� , a Notary Public for the State of
Cr' , County of GDrt.�n51_3. CAG , do hereby certify that
gate' AL " li e personally appeared before me this the
' day of.��I^ , 20_1i, and acknowledge the due execution of the
forgoing instrument. Witness my hand and official seal,
— C Z:: � I , � - V_, - C �,Q� cs;� (Notary Seal)
Nota nature
Additional copies of the original permit and the approved Operation and Maintenance agreement can
be obtained from the appropriate Regional Office of the Division of Water Quality.
This completed form, including all supporting documents and processing fee (if required), should be
sent to the appropriate Regional Office of the North Carolina Department of Environment and Natural
Resources, Division of Water Quality, as shown on the attached map.
Please note that if the Proposed Permittee listed above is not the property owner, the property owner
must complete and sign page 4 of this document. Both the lessee / developer and the property
owner will appear on the permit as permittees.
MAY 0 8 2013
SSW N/Q Change Rev15Feb2011 Page 3 of 4
BY:

VI. PROPERTY OWNER CONTACT INFORMATION AND CERTIFICATION
If the Proposed Permittee listed in Sections ll and V of this form is not the Property Owner, the
Property Owner must provide his/her Contact Information below and sign this form:
Printed Name:
Organization:.
Title within the Organization:
Street Address:
City:
State:
Zip:
Mailing Address:
(if different from street address)
City: State: Zip:
Phone:
Email:
Fax:
I certify that I own the property identified in this permit transfer document and have given permission
to the Proposed Permittee listed in Sections II and V to develop and/or, lease the property. A copy
of the lease agreement or other contract, which indicates the party responsible for the construction
and/or operation and maintenance of the stormwater system, has been provided with the submittal.
As the legal property owner I acknowledge, understand, and agree by my signature below, that I will
appear as a permittee along with the lessee/developer and I will therefore share responsibility for
compliance with the DWQ Stormwater permit. As the property owner, it is my responsibility to notify
DWQ by submitting a completed Name/Ownership Change Form within 30 days of procuring a
developer, lessee or purchaser for the property. I understand that failure to operate and maintain the
stormwater treatment facility in accordance with the permit is a violation of NC General Statute
(NCGS) 143-215.1, and may result in appropriate enforcement action including the assessment of
civil penalties of up to $25,000 per day, pursu t to NCGS 143-215.6.
Signature of the property owner Date: f,3-/31-/3
a Notary Public for the State of
County of 'LV- , do hereby certify that
personally appeared before me this the
day of YY�cxrcl' , 201 and acknowledge the due execution of the
forgoing instrument. Witness my hand and official seal,
cs:���
rr7
Notary ! nature
SSW N/O Change Revl5Feb2011 Page 4 of 4
(Notary Seal)
EGEIVE
MAY 0 0 2013
BY:

Permit Number: �� 8010 /DOS
(to be provided by DWQ)
Drainage Area Number:
Infiltration Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BNIP. This maintenance record .,Till be kept in a
log in a known set location. Any deficient BUT elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMW.
Important maintenance procedures:
- The drainage area will be carefully managed to reduce the sediment load to the
infiltration basin.
Immediately after the infiltration basin is established, the vegetation will be
watered twice weekly if needed until the plants become established (commonly
six weeks).
No portion of the infiltration basin will be fertilized after the initial fertilization
that is required to establish the vegetation.
- The vegetation in and around the basin will be maintained at a height of
approximately six inches.
After the infiltration basin is established, it will be inspected once a quarter and within
24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a Coastal
County). Records of operation and maintenance will be kept in a known set location
and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate the roblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the
infiltration basin
Areas of bare soil and/or
erosive gullies have formed.
Regrade the soil if necessary to
remove the gully, and. then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
The inlet device: pipe or
swale
The pipe is clogged (if
applicable).
Unclog the pipe. Dispose of the
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged (if
applicable).
Erosion is occurring in the
Regrade the swale if necessary to
swale (if applicable).
smooth it over and provide erosion
control devices such as reinforced
I
turf matting or riprap to avoid
future problems with erosion.
ECEIVE
MAY 06'2013
Form SW401-Infiltration Basin O&M-Rev.3 BY, page 1 of 3

BMP element:
The forebay
The main treatment area
The embankment
The outlet device
The receiving water
Potential problem:
Sediment has accumulated
and reduced the depth to 75%
of the original design depth.
Erosion has occurred or
riprap is displaced.
Weeds are present.
A visible layer of sediment
has accumulated.
Water is standing more than
5 days after a storm event.
Weeds and noxious plants are
growing in the main
treatment area.
Shrubs or trees have started
to grow on the embankment.
An annual inspection by an
appropriate professional
shows that the embankment
needs repair.
Clogging has occurred.
The outlet device is damaged
Erosion or other signs of
damage have occurred at the
outlet.
Form SW401-Infiltration Basin O&M-Rev.3
How I will remediate the problem:
Search for the source of the
sediment and remedy the problem if
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Remove the weeds, preferably by
hand. If pesticides are used, wipe
them on the plants rather than
Search for the source of the
sediment and remedy the problem if
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP. Replace any media that
was removed in the process.
Revegetate disturbed areas
Replace the top few inches of filter
media and see if this corrects the
standing water problem. If so,
revegetate immediately. If not,
consult an appropriate professional
for a more extensive repair.
Remove the plants by hand or by
wiping them with pesticide (do not
Remove shrubs or trees
Make all needed repairs.
Clean out the outlet device. Dispose
of the sediment off -site.
Repair or replace the outlet device.
Contact the NC Division of Water
Quality 401 Oversight Unit at 919-
733-1786.
ECE1VG
MAY 0 0 2013 te 2 of 3
IBY:

Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:Tarin Woods
BMP drainage area number:Basin 1
Print name: l awk Cal; ; S1,e
Title: ftA<^6e4- -
Date: �i I4-13
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
I, CCV%V')t f4e - (�L��, C " r-► 5 , a Notary Public for the State of
County of unSv Oc , do hereby certify that
J� do Cc'r- personally appeared before me this ffr
AJk-
day of I'Y ar- -f— , � , and acknowledge the due execution of the
forgoing infiltration basin maintenance requirements. Witness my hatand official seal
�l
SEAL
Poly commission expires Le -o'� - 15
ECEIVE Oft
MAY 0 8 2013
RV -
Form SW401-Infiltration Basin O&M-Rev.3 Page 3 of 3

Permit Number: �� SOGioOS
(to be provided by DWQ)
Drainage Area Number:
Infiltration Basin Operation and Maintenance Agreement
I -vwill keep a maintenance record on this BUT. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
- The drainage area will be carefully managed to reduce the sediment load to the
infiltration basin.
- Immediately after the infiltration basin is established, the vegetation will be
watered twice weekly if needed until the plants become established (commonly
six weeks).
- No portion of the infiltration basin will be fertilized after the initial fertilization
that is required to establish the vegetation.
- The vegetation in and around the basin will be maintained at a height of
approximately six inches.
After the infiltration basin is established, it will be inspected once a quarter and within
24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a Coastal
County). Records of operation and maintenance will be kept in a known set location
and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the
infiltration basin
Areas of bare soil and/or
erosive gullies have formed.
Regrade the soil if necessary to
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
The inlet device: pipe or
swale
The pipe is clogged (if
applicable).
Unclog the pipe. Dispose of the
sediment off -site.
The pipe is cracked or
_
Replace the pipe.
otherwise damaged (if
applicable).
Erosion is occurring in the
Regrade the swale if necessary to
swale (if applicable). !
smooth it over and provide erosion
control devices such as reinforced i
turf matting or riprap to avoid
future problems with erosion.
ECEIVE
MAY 0 8 2013
Form SW401-Infiltration Basin O&M-Rev.3 BY. Page of 3

BMP element:
Potentialproblem:
How I will remediate the roblem:
The forebay
Sediment has accumulated
Search for the source of the
and reduced the depth to 75%
sediment and remedy the problem if
of the original design depth.
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred or
Provide additional erosion
riprap is displaced.
protection such as reinforced turf
matting or riprap if needed to
revert future erosion problems.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticides are used, wipe
them on the plants rather than
spraying -
The main treatment area
A visible layer of sediment
Search for the source of the
has accumulated.
sediment and remedy the problem if
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP. Replace any media that
was removed in the process.
Revegetate disturbed areas
immediately.
Water is standing more than
Replace the top few inches of filter
5 days after a storm event.
media and see if this corrects the
standing water problem. If so,
revegetate immediately. If not,
consult an appropriate professional
for a more extensive repair.
Weeds and noxious plants are
Remove the plants by hand or by
growing in the main
wiping them with pesticide (do not
treatment area.
spray).
The embankment
Shrubs or trees have started
Remove shrubs or trees
to grow on the embankment.
immediately.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair.
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
or replace the outlet device.
The receiving water
I f
Erosion or other signs of
damage have occurred at the I
outlet.
_Repair
Contact the NC Division of Water
Quality 401 Oversight Unit at 919- I
733-1786. I
ECEIVE
MAY 0 8 2W3
Form SW401-Infiltration Basin O&M-Rev.3 BY. ge 2 of 3

Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:Tarin Woods
BMP drainage area number:Basin 2
Print name: J aG' eo` rl rk
Title: y%.ep, ' ber ✓ a r% l r
Address: V 0. 60,K 1019 Aff e251Ma
91n ucJ2.2nIII
Date: J —I"— I D
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
CD16 S, a Notary Public for the State of
C • , County of I�r rjs�-J �--1�- , do hereby certify that
personally appeared before me this 1
day of D\0 13, and acknowledge the due execution of the
forgoing infiltration basin maintenance requirements. Witness my }end and official seal,
SEAL
My commission expires
Form SW401-Infiltration Basin O&M-Rev.3
MAY 0 8 200
13Y:--
Page 3 of 3

Permit Number: S�SOI�ODVj
(to be provided by DWQ)
Drainage Area Number:
Infiltration Basin Operation and Maintenance Agreement
I will keep a maintenance record on this Bid. This maintenance record will be kept in a
log in a known set location. Any deficient BNT elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BNT.
Important maintenance procedures:
— The drainage area will be carefully managed to reduce the sediment load to the
infiltration basin.
— Immediately after the infiltration basin is established, the vegetation will be
watered twice weekly if needed until the plants become established (commonly
six weeks).
No portion of the infiltration basin will be fertilized after the initial fertilization
that is required to establish the vegetation.
The vegetation in and around the basin will be maintained at a height of
approximately six inches.
After the infiltration basin is established, it will be inspected once a quarter and within
24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a Coastal
County). Records of operation and maintenance will be kept in a known set location
and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the
Areas of bare soil and/or
Regrade the soil if necessary to
infiltration basin
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
The inlet device: pipe or
The pipe is clogged (if
Unclog the pipe. Dispose of the
swale
applicable)_
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged (if
applicable).
Erosion is occurring in the
Regrade the swale if necessary to
swale (if applicable).
smooth it over and provide erosion
control devices such as reinforced
I
turf matting or nprap to avoid
future problems with erosion.
EGEIVE
MAY 0 8 2013
Form SW40 1 -Infiltration Basin O&M-Rev.3 of 3

BMP element:
Potentialproblem:
How I will remediate theproblem:
The forebay
Sediment has accumulated
Search for the source of the
and reduced the depth to 75%
sediment and remedy the problem if
of the original design depth.
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred or
Provide additional erosion
riprap is displaced.
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticides are used, wipe
them on the plants rather than
spraying.
'
The main treatment area
A visible layer of sediment
Search for the source of the
has accumulated.
sediment and remedy the problem if
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP. Replace any media that
was removed in the process.
Revegetate disturbed areas
immediately.
Water is standing more than
Replace the top few inches of filter
5 days after a storm event.
media and see if this corrects the
standing water problem. If so,
revegetate immediately. If not,
consult an appropriate professional
for a more extensive repair.
Weeds and noxious plants are
Remove the plants by hand or by
growing in the main
wiping them with pesticide (do not
treatment area.
spray).
The embankment
Slutubs or trees have started
Remove shrubs or trees
to grow on the embankment.
immediately.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair.
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the NTC Division of Water
damage have occurred at the
Quality 401 Oversight Unit at 919-
outlet.
733-1786.
EC; IVEO
MAY 0 8 2013
Form SW4f�1-Infiltration Basin O&M-Rev.3 Pa a of 3
BY:

Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:Tarin Woods
BMP drainage area number:Basin 3
Print name: J a,, R C� rk3/ t
Title: m evAb[r r^a1#1^5cr
P. D.
a,A
w i l I✓;
I
0,d y% I NC
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
I, -) �+�- ��-af S C I (� n 5 , a Notary Public for the State of
i� . Q_ _ , County of I'�:>LAr-SL_O CJC —,do hereby certify that r ,
Gt CACc-ae r 4 �,� e, personally appeared before me this
day of VY"*arLY--% _, ��0 15, and acknowledge the due execution of the
forgoing infiltration basin maintenance requirements. Witness m6and and official seal,
C!b9 v�
SEAL
My commission expires ,Lr" - C 'U
ECEIVED
MAY o e zoa
Form SW401-Infiltration Basin O&M-Rev.3 Page 3 of 3

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
Infiltration Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
— The drainage area will be carefully managed to reduce the sediment load to the
infiltration basin.
— Immediately after the infiltration basin is established, the vegetation will be
watered twice weekly if needed until the plants become established (commonly
six weeks).
— No portion of the infiltration basin will be fertilized after the initial fertilization
that is required to establish the vegetation.
— The vegetation in and around the basin will be maintained at a height of
approximately six inches.
After the infiltration basin is established, it will be inspected once a quarter and within
24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a Coastal
County). Records of operation and maintenance will be kept in a known set location
and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the
infiltration basin
Areas of bare soil and/or
erosive gullies have formed.
Regrade the soil if necessary to
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
The inlet device: pipe or
swale
The pipe is clogged (if
applicable).
Unclog the pipe. Dispose of the
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged (if
applicable).
Erosion is occurring in the
Regrade the swale if necessary to
swale (if applicable).
smooth it over and provide erosion
control devices such as reinforced
I turf matting ng or riprap to avoid I
future problems with erosion.
ECEIvE
MAY 0 8 2013
Form SW401-Infa.ltration Basin O&M-Rev.3 BY. age 1 of 3

BMP element:
The forebay
The main treatment area
The embankment
The outlet device
The receiving water
Potential problem:
Sediment has accumulated
and reduced the depth to 75%
of the original design depth.
Erosion has occurred or
riprap is displaced.
Weeds are present.
A visible layer of sediment
has accumulated.
Water is standing more than
5 days after a storm event.
Weeds and noxious plants are
growing in the main
treatment area.
Shrubs or trees have started
to grow on the embankment.
An annual inspection by an
appropriate professional
shows that the embankment
needs repair.
Clogging has occurred.
The outlet device is
Erosion or other signs of
damage have occurred at the
outlet.
Porn± SW401-Tnfiltration Basin O&M-Rev.3
How I will remediate the problem:
Search for the source of the
sediment and remedy the problem if
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Remove the weeds, preferably by
hand. If pesticides are used, wipe
them on the plants rather than
Search for the source of the
sediment and remedy the problem if
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP. Replace any media that
was removed in the process.
Revegetate disturbed areas
Replace the top few inches of filter
media and see if this corrects the
standing water problem. If so,
revegetate immediately. If not,
consult an appropriate professional
for a more extensive repair.
Remove the plants by hand or by
wiping them with pesticide (do not
Remove shrubs or trees
Make all needed repairs.
Clean out the outlet device. Dispose
of the sediment off -site.
Repair or replace the outlet device.
Contact the INTC Division of Water
Quality 401 Oversight Unit at 919-
733-1786.
ECEIV
MAY 0 0 2013
BY: Page 2 of 3

Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:Tarin Woods
BMP drainage area number:Basin 4
Print name: �)a c K to f l; S i e
Title: ^ &A b t ( /hank 5 er
o. fox r o 1? �; g Zg
1JQL--. 16/ 1 1 1
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
a Notary Public for the State of
County of 6 C I-t rSLZ 1 CV— —,do hereby certify that
c �adc Qxkv, I S Ie personally appeared before me this
day of YYr` ©1 and acknowledge the due execution of the
forgoing infiltration basin maintenance requirements. Witness my hand and official seal,
� CQQ-Q;
SFAL
My commission expires
ECEIVE
MAY 0 8 206
BY:
Form SW401-Infiltration Basin O&M-Rev.3 Page 3 of 3

DWQ USE ONLY
Date Received
Fee Paid
Fermit Number
-5J�.I0 l
�`D�-o
U G�
Applicable Rules:
❑ Coastal SW -1995 ❑ Coastal SW - 2008 ❑ Ph II - Post Construction
(select all that apply)
❑ Non -Coastal SW HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M t 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.):
Tarin Woods
2. Location of Project (street address):
1200 LT Congleton Road
City:Wilmington County:New Hanover Zip:28412
3. Directions to project (from nearest major intersection):
From the intersection of US HWY 421 and Manassas Drive (S.R.1581), proceed west along Manassas 1,345 FT
bear right (SSE) on to Appomattox DR (S R.1640) continue 300 FT and bear left (N) and proceed for 240 FT to
the vroiect area.
4. Latitude:34° 07' 14.31" N Longitude:77° 53' 40.13" W of the main entrance to the project.
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ❑New od' ®�-R=newalA�pplica=onFonn
isont
tRenewals with mo ' ' ' s also requires SWU-1
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit numberSW8 061005 , its issue date (if known)2/6/2007 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 stormw ect nur�te�
assigned, and the previous name of the project, if diff t than currently
proposed, MAY 0 8 2013
4. a. Additional Project Requirements (check applicable blanks; information on requir state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748): BY;
❑CAMA Major
❑NPDES Industrial Stormwater
®Sedimentation/Erosion Control: 52.61 ac of Disturbed Area
❑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:ECS NHC #91-06, State Water DEH 08-01136 State SS W00032272
5. Is the project located within 5 miles of a public airport? ®No ❑Yes
If yes, see S.L. 2012-200, Part VI: httl2:Zlgortal.ncdenr.org/web/wQ,/ws/su/statesw/rules laws
Form SWU-101 Version 06Aug2012 Page 1 of 6

IIL' 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:E85 TRANSPORT LLC
Signing Official & Title:Tack Carlisle member manager
b. Contact information for person listed in item 1a above:
Street Address:P.O. Box 1019
City:Wilmington State:NC Zip:28402
Mailing Address (if applicable):
City: State: Zip:
Phone: (910 ) 443-3060 Fax: ( )
[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:
Email:
Fax: ( )
3. a. (Optional) Print the name and title of another contact such as the project' r other
person who can answer questions about the project:
Other Contact Person/OraanizationJames YODU MAY 0 8 2013
Signing Official & Title:EWeect Manager '&
b. Contact information for person listed in item 3a above:
Mailing Address:P.O. Box 1019
City:Wihnington State:NC . Zip:28402
Phone: (910 ) 443-3060 Fax: ( )
Email:
4. Local jurisdiction for building permits: New Hanover County
Point of Contact: Phone #: (910 ) 798-7175
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.
Stormwater will be collected and drained to four (4) storage basins which will pump stormwater to four
infiltration basins designed to store and infiltrate the first 3 inches 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 PUDApproval 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: 51.60 acres 5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
7. Total Property Area (4) — Total Coastal Wetlands Area (5) — Total Surface Water Area (6) = Total Project Area`:
51.60 acres : C C I V n
Total project area shall be calculated to exclude the fivllowing: the normal pool of immppoutd structures, the area
between the banks of streams and rivers, the area below the Normal High Water (NM . ne or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHW) line. The result dfM aYelf tft tl to
calculate overall percent built upon area (BUTA). Non -coastal wetlands landward of the I� or MHW) line may be
included in the total project area. BY:�
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 34A6 %
9. How many drainage areas does the project have?4 (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
L%rain Area
_PrA!nW Area Z
Drainage Area a
Drainage Area 4
Receiving Stream Name
Everett Creek
Everett Creek
Everett Creek
Everett Creek
Stream Class *
SA;HQW
SA;HQW
SA;HQW
SA;HQW
Stream Index Number *
188729
188729
188729
188729
Total Drainage Area (so
174694
367733
478570
675480
On -site Drainage Area (sf)
174694
367733
478570
675480
Off -site Drainage Area (sf)
0
0
0
0
Proposed Impervious Area** (sf)
78739
180648
224726
290495
% Impervious Area** (total)
45.1
49.1
47
43
Irn 'ous!* Surface Area
Drwu Area I
DraituW Area g
I Drainage Area a
Drainage Area
On -site Buildings/Lots (sf)
48570
130000
160000
133000
On -site Streets (sf)
26768
43306
56971
96044
On -site Parking (sf)
0
0
0
0
On -site Sidewalks (sf)
3401
7342
1 7755
1 9451
Other on -site (sf)
32991
(Amenities)
Future (sf)
19009
Off -site (sf)
Existing BUA*** (sf)
Total (sf):
78739
180648
224726
290495
Stream Class and index Number can be determined at: http_[portal.ncdenr org web/wg/ps/csu/classifications
Form SWU-101 Version 06Aug2012 Page 3 of 6

" * 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 BUA that will remain after development. Do not report any existing BUA that is
to be removed and which will be replaced by new BUA.
11. How was the off -site impervious area listed above determined? Provide documentation. N/A
Proiects in Union County: Coniact 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
fromhttp://portal.ncdenr.org/ /wa/ws/su/bmD-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 http://portal.ncdenr.org/web/wq/ws/su/statesw/forms dots. 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 httl2://12ortal.ncdenr.org/web/wQ//ws/su/statesw/forms dots.
tials
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 Al i le.
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed. signed and dated) and O&M At 11.
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
b-W2://www.envhelp.org/12ages/onestoReUress.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.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/management for 'Rig.
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within 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. EC E IVE
e. North arrow. G
f. Scale.
Revision number and dates. n-
g. MaY a 8 2013
h. Identify all surface waters on the plans by delineating the normal pool elevat o
impounded structures, the banks of streams and rivers, the MHW or NHW line dal
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.
Form SWU-101 Version 06Aug2012 Page 4 of 6

gym. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
9. Copy of any applicable soils report with the associated SHWT elevations (Please identify
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"x11" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DWQ to verify the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: Page No: Af )? ,
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.
hW2://www.secreLm-y.state.nc.us/CgMorations/CSearch.gWx
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/w-g/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:Howard Resnik PE
Consulting Firm: Coastal Site Design, PC
Mailing Address:P.O. Box 4041
City:Wilmington State:NC Zip:28406
Phone: (910 ) 791-4441 Fax: [phone]
Email: i RECEIVED
DC. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has bee "Aff, 0*2Whis
section)
I, (print or type name of person listed in Contact Information, item 2a) RY:. 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.
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.
Date: ® —1 —/
I, P CD1 RS a Notary Public for the State of .C� . County of
do hereby certify that �- )aCA CAX i, S le, personally appeared
before me this j_Q1day of L°Yklara-, D I and Aomowledge the 0,Ue execution of the application for a
stormwater permit. Witness my hand and official seal,9�+-e�
SEAL
My commission expires 6 &�L-1 3
X. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in Contact Information, item 1a)
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 stormwaNr rules under 15A NCAC 2H .1000 and any other applicable state stormwater requirements.
Date: 6 1 4— c2
I, _r,3e Jnr4"L- Ye-L©6s C cx l i n % , a Notary Public for the State of I v , C . . County of
u hSw,; C K do hereby certify that Oc eCk QLr IDS 1iP— personally appeared
before me this je day of K-)art.\ . Z01 and acknowledge the due execution of the application for
stormwater permit. Witness my hand and official seal, czz�"-)o
SEAL
My commission expires Lf
ECEIVE
MAY 0 $1013
BY:
Form SWU-101 Version 06Aug2012 Page 6 of 6

Lot
Basin 1
BUA
12
3,238
13
3,238
14
3,238
15
3,238
16
3,238
17
3,238
18
3,238
19
3,238
20
3,238
21
3,238
22
3,238
23
3,238
24
3,238
25
3,238
26
3,238
Basin 2
Lot
BUA
4
4,000
5
4,000
6
4,000
7
4,000
8
4,000
9
4,000
10
4,000
11
4,000
27
4,000
28
4,000
29
4,000
30
4,000
31
4,000
32
4,000
33
4,000
34
4,000
35
4,000
36
4,000
37
4,000
38
4,000
39
4,000
40
4,000
41
4,000
42
4,000
43
4,000
44
4,000
117
4,000
118
4,000
119
4,000
120
4,000
121
4,000
122
4,000
Basin 3
Lot BUA
Basin 4
Lot BUA
1
3,902
52
3,500
2
3,902
53
3,500
3
3,902
54
3,500
45
3,902
55
3,500
46
3,902
56
3,500
47
3,902
57
3,500
48
3,902
58
3,500
49
3,902
59
3,500
50
3,902
60
3,500
51
3,902
61
3,500
90
3,902
62
3,500
91
3,902
63
3,500
92
3,902
64
3,500
93
3,902
65
3,500
94
3,902
66
3,500
95
3,902
67
3,500
96
3,902
68
3,500
97
3,902
69
3,500
98
3,902
70
3,500
99
3,902
71
3,500
100
3,902
72
3,500
101
3,902
73
3,500
106
3,902
74
3,500
107
3,902
75
3,500
108
3,902
76
3,500
109
3,902
77
3,500
110
3,902
78
3,500
111
3,902
79
3,500
112
3,902
80
3,500
113
3,902
81
3,500
114
3,902
82
3,500
115
3,902
83
3,500
116
3,902
84
3,500
123
3,902
85
3,500
124
3,902
86
3,500
125
3,902
87
3,500
126
3,902
88
3,500
127
3,902
89
3,500
128
3,902
129
3,902
130
3,902
ECEIVE
MAY 0 8 2013
BY:

t
Permit No�� // K�5
(fo be provided by DWr)
���p WAT�cgOG
STORMWATER MANAGEMENT PERMIT APPLICATION FORM s
WDENR 401 CERTIFICATION APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part ill) must be printed, filled out and submitted along wkh all of the required information.
I. PROJECT INFORMATION
Project Name
Contact Person
Phone Number
Date
Drainage Area Number
TARIN WOODS
HOWARD RESNIK, PE
910-7914441
3/12/2013
1
II, DESIGN INFORMATION
Site Characteristics
Drainage area
174,694.00
f?
Impervious area
78,739.00
f
Percent impervious
45.07
%
Design rainfall depth
3.00
in
Peak Flow Calculations
1-yr, 24-hr rainfall depth
3.83
in
1-yr, 24-hr intensity
0.1E
in/hr
Pre -development 1-yr, 24-hr discharge
0.50
Osec
Post -development 1-yr, 24-hr discharge
0.23
fts/sec
Pre/Post 1-yr, 24-hr peak flow control
-0.27
fte/sec
Storage Volume: Non -SA Waters
Minimum design volume required
ft
Design volume provided
fe
Storage Volume: SA Waters
1.5' runoff volume
19900.00 fe
Pre -development 1-yr, 24-hr runoff volume
4,985.00 fe
Post -development 1-yr, 24-hr runoff volume
18,027.00 fie
Minimum required volume
19900.00 fe
Volume provided
21,571.00 fe
Soils Report Summary
Soil type
Infiltration rate
SHWT elevation
Basin Design Parameters
Drawdown time
Basin side slopes
Basin bottom elevation
Storage elevation
Storage Surface Area
Top elevation
Basin Bottom Dimensions
Basin length
Basin width
Bottom Surface Area
MU/SC
2.00
in/hr
17.00
fmsl
0.50
days
3.00
:1
19.00
fmsl
20.80
fmsl
13.552.00
fe
21.00
fmsl
250.90
ft
72.40
ft
10,451.00
fe
Form SW401-Infiltration Basin-Rev.5 11Apr2o11 Parts I. & H. Design Summary, Page 1 of 2

Permit No.
(to be provided by DINO)
Additional Information
Maximum runoff to each inlet to the basin?
2.00
ac4n
OK
Length of vegetative filter for overflow
50.00
It
OK
Distance to structure
51.00
ft
OK
Distance from surface waters
>50
ft
OK
Distance.from water supply well(s)
NIA
ft
OK
Separation from impervious soil layer
2.00
ft
OK
Naturally occuring soil above shwt
3.67
ft
OK
Bottom covered with 4-in of clean sand?
Y
(Y or N)
OK
Proposed drainage easement provided?
Y
(Y or N)
OK
Capures all runoff at ultimate build -out?
Y
(Y or N)
OK
Bypass provided for larger storms?
Y
(Y or N)
OK
Pretreatment device provided
SUMP
Form SW401-Infiltration Basin-Rev.5 11Apr2011 Parts 1. & II. Design Summary, Page 2 of 2

Permit Nd��X�O/W-5
(to be provided by DWQ)
AAR�r- ^
� O�Ot WATfi9�G
STORMWATER MANAGEMENT PERMIT APPLICATION FORM _
WDEW 401 CERTIFICATION APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part 111) must be printed, filled out and submitted along with all of the required information.
1I1PROJECT INFORMATION
-- � —
Project Name
TARIN WOODS
Contact Person
HOWARD RESNIK, PE
Phone Number
910.7914441
Date
3/4/2013
Drainage Area Number
2
QESiGN INFORMATION
Site Characteristics
Drainage area
367,732.79
fe
Impervious area
t8Q,848.00
if
Percent impervious
49.12
%
Design rainfall depth
3:00
in
Peak Flow Calculations
1-yr, 24-hr rainfall depth
3.83
in
1-yr, 24-hr intensity
0.16
in/hr
Pre -development 1-yr, 24-hr discharge
1.63
felsec
Post -development 1-yr, 24-hr discharge
0.22
ft3/sec
Pre/Post 1-yr, 24-hr peak flow control
-1.41
83/sec
Storage Volume: Non -SA Waters
Minimum design volume required
ft3
Design volume provided
ft3
Storage Volume: SA Waters
1.5" runoff volume
45242.00
tt3
Pre -development 1-yr, 24-hr runoff volume
14,147,00
tt3
Post -development 1-yr, 24-hr runoff volume
40,925.00
ft3
Minimum required volume
45242.00
ft3
Volume provided
46,110.00
le
Soils Report Summary
Soil type
MUILE
Infiltration rate
2.00
in/hr
SHWT elevation
16.00
fmsl
Basin Design Parameters
Drawdown time
050
days
Basin side slopes
3.00
;1
Basin bottom elevation
_
1800
fmsl
Storage elevation
1980.
fmsl
Storage Surface Area
27,776 00
fe
Top elevation
2000
fmsl
Basin Bottom Dimensions
Basin length
273.00
it
Basin width
103,00
It
Bottom Surface Area
23,486 00
fe
OK
OK
OK
OK
ECEIVE
MAY 0 8 2013
Form SW401-Infiltration Basin-Rev.5 11 Apr2011 Parts I. & II. Deli n Summa
ry, ary, Page 1 c` 2

Permit
Additional Information
Maximum runoff to each inlet to the basin?
Length of vegetative filter for overflow
Distance to structure
Distance from surface waters
Distance from water supply well(s)
Separation from impervious soil layer
Naturally occuring soil above shwt
Bottom covered with 4-in of clean sand?
Proposed drainage easement provided?
Capures all runoff at ultimate build -out?
Bypass provided for larger storms?
Pretreatment device provided
2.00
ac-in
OK
N/A
ft
OK
5100
ft
OK
>50
ft
OK
I`�A
It
11
C %
200
ft
OK
3,34
ft
OK
Y
(Y or N)
OK
Y
(Y or N)
OK
Y
(Y or N)
OK
Y
(Y or N)
OK
SUMP
(to be provided by DWQ)
�ECE9VER
MAY 0 8 2013
BY:
Farm SW401-Infiltration Nasin-Rev.5 11Apr2011 Parts i. & H. Design Summary. Page 2 of 2

Permit
W.- REQUIRED ITEMS CHECKLIST
(to be provided by DWQ)
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. Initiai in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Page) Plan
Initials Sheet No.
1. Plans (1' - 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
Delineated drainage basins (include Rational C coefficient per basin),
Basin dimensions,
Pretreatment system,
High flow bypass system,
Maintenance access,
Proposed drainage easement and public right of way (ROW),
Overflow device, and
Boundaries of drainage easement.
Partial plan (1' = 30' or larger) and details for the infiltration basin showing:
Bypass structure,
Maintenance access,
Basin bottom dimensions,
Basin cross-section with benchmark for sediment cleanout,
- Flow distribution detail for inflow,
Vegetated filter, and
Pretreatment device.
l[ld, _ E0 3. Section view of the infiltration basin 0" = 20' or larger) showing:
- Pretreatment and treatment areas, and
- Inlet and outlet structures.
_k,4_ Ghks 4. A table of elevations, areas, incremental volumes & accumulated volumes to verify the volume provided.
kit a des 5. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
results of the soils report must be verified in the field by DWQ, by completing & submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information.
6. A construction sequence that shows how the infitiration basin will be protected from sediment until the
entire drainage area is stabilized.
7. The supporting calculations.
8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
9. A copy of the deed restrictions (if required).
ECEiVE
MAY 0 8 2013
Form SW401-Infiltration Basin -Revak Page 1 of 1 Part III. Required Items Checklist, Page 1 of 1

Permit No'"S�a
(to be provided byOWO)
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
.WDENR 401 CERTIFICATION APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part 111) must be printed, filled out and submitted along with all of the required information.
F PROJECT INFORMATION
Project Name
Contact Person
Phone Number
Date
Drainage Area Number
t1. DESIGN INFORMATION _
Site Characteristics
Drainage area 478,571.00 fe
Impervious area 224,726.00 fe
Percent impervious 46.96 %
Design rainfall depth 1.50 in
Peak Flow Calculations
1-yr, 24-hr rainfall depth
3.83
in
1-yr, 24-hr intensity
0.16
inthr
Pre -development 1-yr, 24-hr discharge
2.53
fe/sec
Post -development 1-yr, 24-hrdischarge
0.00
fe/sec
Pre/Post 1-yr, 24hr peak flow control
-2.53
fe/sec
Storage Volume: Non -SA Waters
Minimum design volume required
ff3
Design volume provided
fe
Storage Volume: SA Waters
1.5" runoff volume
56545.00
fe
Pre -development 1-yr, 24-hr runoff volume
23,016 00
fe
Post -development 1-yr, 24hr runoff volume
0.00
fe
Minimum required volume
56545.00
fe
Volume provided
64,132,00
ft3
Solis Report Summary
Soil type
Mtl/I-E
Infiltration rate
2.00
inthr
SHWT elevation
20.00
fmsl
Basin Design Parameters
Drawdown time
0,50
days
Basin side slopes
3.00
:1
Basin bottom elevation
22.00
fmsl
Storage elevation
23,80
fmsl
Storage Surface Area
38,320 00
fe
Top elevation
24.00
fmsl
Basin Bottom Dimensions
Basin length
300.00
ft
Basin width
266.00
it
Bottom Surface Area
3206.00
e.
OK
OK
OK
OK
EVEIVG
MAY 0 8 2013
BY:
Form SW401-Infiltration Basin-Rev.S 11Apr2011 Parts I. & Il. Design Summary, Page 1 of 2

Permit No.
(to be provided by DWQ)
AddMonal Information
Maximum runoff to each inlet to the basin?
ZO
ac-in
OK
Length of vegetative filter for overflow
NIl
OK
Distance to structure
>50
OK
Distance from surface waters
>60
ft
OK
Distance from water supply well(s)
NIA
ft
OK
Separation from impervious soil layer
2011
ft
OK
Naturally occuring soil above shwt
2.67
ft
OK
Bottom covered with 4-in of clean sand?
Y
(Y or N)
OK
Proposed drainage easement provided?
Y
(Y or N)
OK
Capures all runoff at ultimate build -out?
Y
(Y or N)
OK
Bypass provided for larger storms?
Y
(Y or N)
OK
Pretreatment device provided
SUMP
EC E IVE
MAY 0 8 2013 U
�4l
Form SW401-Infiltration Basin-Rev.5 11Apr2011 Parts L & II. Design Summary, Page 2 of 2

Permit
Ifi. 1EQt11RED ITEMS CHECKLIST
(to be provided by DWQ)
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An Incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Page/ Plan
Initials Sheet No.
N a_� 1. Plans (1" - 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
Delineated drainage basins (include Rational C coefficient per basin),
Basin dimensions,
Pretreatment system,
High flow bypass system,
- Maintenance access,
Proposed drainage easement and public right of way (ROW),
Overflow device, and
Boundaries of drainage easement.
u an E0_ 2. Partial plan (1 a = 30' or larger) and details for the infiltration basin showing:
Bypass structure,
Maintenance access,
Basin bottom dimensions,
Basin cross-section with benchmark for sediment cleanout,
Flow distribution detail for inflow,
Vegetated filter, and
Pretreatment device.
A(IR. E Section view of the infiltration basin (1" 20' or larger) showing:
- Pretreatment and treatment areas, and
- Inlet and outlet structures.
talcs 4. A table of elevations, areas, incremental volumes & accumulated volumes to verify the volume provided.
C 5. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
results of the soils report must be verified in the field by DWQ, by completing & submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information.
- k ii f.
BQ
QirwUS�
5. A construction sequence that shows how the infitiration basin will be protected from sediment until the
entire drainage area is stabilized.
7. The supporting calculations.
8. A copy of the signed and notarized operation and maintenance (O&M) agreement.
9. A copy of the deed restrictions (if required).
L43EIVG
MAY 0 8 2013
BY.
Form SW401-Infiltration Sasln-Rev.4 Page i of 1 Part III. Required items Checkiist, Page 1 of i

Permit No. � enw"'_a0 5-
(to be provided by DWfy
�pF W 4 tFAQG
STORMWATER MANAGEMENT PERMIT APPLICATION FORM o
NCDENR 401 CERTIFICATION APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
:This form must be filled out, printed and submitted.
The Required Items Checklist (Part 111) must be printed, filled out and submitted along with all of the required information.
I. PROJECT INFORMATION
Project Name
TARIN WOODS
Contact Person
HOWARD RESNIK, PE
Phone Number
910-791- 441
Date
314/2013
Drainage Area Number
4
II. DESIGN INFORMATION
Site Characteristics
Drainage area
675,480.00
fe
Impervious area
290,495.00
fly
Percent impervious
43.01
%
Design rainfall depth
3.00
in
Peak Flow Calculations
1-yr, 24-hr rainfall depth
1-yr, 24-hr intensity
Pre -development 1-yr, 24-hr discharge
Post -development 1-yr, 24-hr discharge
Pre/Post 1-yr, 24-hr peak flow control
Storage Volume: Non -SA Waters
Minimum design volume required
Design volume provided
Storage Volume: SA Waters
1.5" runoff volume
Pre -development 1-yr, 24-hr runoff volume
Post -development 1-yr, 24-hr runoff volume
Minimum required volume
Volume provided
Solis Report Summary
Soil type
Infiltration rate
SHWT elevation
Basin Design Parameters
Drawdown time
Basin side slopes
Basin bottom elevation
Storage elevation
Storage Surface Area
Top elevation
Basin Bottom Dimensions
Basin length
Basin width
Bottom Surface Area
3.83 in
0.16 in/hr
14.86 fO/sec
4.69 fe/sec
-10.17 if/sac
fe
fe
73805.00 f?
85,163.00 f?
130,640.00 ft
73805.00 ft
75,834.00 fe
LY
9 nn in/hr
21.80 fmsl
0.20 days
3.00 :1
24.00
fmsl
_
27.90
`fmsl
22,759.00
fe
31.00
fmsl
143.00 It
113.00 ft
16,292.00 fe
Forth SW401-Infi@ration Basin-Rev.5 11Ap2011 Parts I. & II. Design Summary, Page 1 of 2

Permit
Additional Information
Maximum runoff to each inlet to the basin?
2.00
ac-in
Length of vegetative filter for overflow
NIA
ft
Distance to structure
>50
ft
Distance from surface waters
>50
ft
Distance from water supply well(s)
NIA
ft
Separation from impervious soil layer
2.00
ft
Naturally occuring soil above shwt
>5
ft
Bottom covered with 4-in of clean sand?
Y
(Y or N)
Proposed drainage easement provided?
Y
(Y or N)
Capures all runoff at ultimate build -out?
Y
(Y or N)
Bypass provided for larger storms?
Y
(Y or N)
Pretreatment device provided
SUMP
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
(to be provided by DWf)
Form SW401-Infiltration Basin-Rev.5 11Apr2O11 Parts I. & It. Design Summary, Page 2 of 2

State Stormwater Management Systems
Permit No. SW8 061005
Tarin Woods
Stormwater Permit No. SW8 061005
New Hanover County
Designer's Certification
f Page 1 of 2
t
1, Howard Resnik , as a duly registered professional engineer in
the State of North Carolina, having been authorized to observe (periodically/weekly/full
time) the construction of the project,
Tarin Woods Subdivision
(Project)
for E85 Transport, LLC (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form are a part of this Certification.
Noted deviations from approved plans and specifications:
Some storage volumes are slightly below original design values
but are all above the calculated minimum sta ` \\4\4 116." and within
10% deviation from the design.Q�gROi��'
�� 0.• FE,SSj • ��
4tax EAL
••,
r
525483 f- • _
o SEAL•
Signature
Registration Number NC PE # 025483 9/Tii/PjSi
Date 9/21/15
s.�EIVE
SEP302015
BY:
Page 7 of 8

State Stormwater Management Systems
Permit No. SW8 061005
Certification Requirements: Page 2 of 2
fl 1. The drainage area to the system contains approximately the permitted
acreage.
A, 9. 2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
�I�i4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
AL , 6. The outlet structure is located per the approved plans.
N , (Z , 7. Trash rack is provided on the outlet/bypass structure.
11- f . 8. All slopes are grassed with permanent vegetation.
Nal , 9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
k ne.14. All required parts of the system are provided, such as a vegetated shelf, a
forebay, and the vegetated filter.
15. The required dimensions of the system are provided, per the approved
plan.
cc: NCDENR-DWQ Regional Office
New Hanover County Building Inspections
.rft #-- 4,MVE
SEP 3 0 20b
BY:
Page 8 of 8

a�
'�k
1111111111111�
;FOR REG'rTRTHEIll06CH BE lLEY Of DEED'
I
HR000NTY,NC3 MAR 07 03.15b AM
8K 07 PG 5-2672 FEE S714.01
I1tW 129i3969769
DECLARATION OF
COVENANTS, CONDITIONS, RESTRICTIONS, AND
EASEMENTS OF TARIN WOODS
Recorded this day of March, 2013
Recorded in Book _ . Page _ New Hanover County Registry
� �inrs yopp
1

Section 2. No residential dwelling on any Lot shall be constructed on any Lot which
has a fully enclosed floor area of the main structure devoted to living purposes (exclusive of
roofed or unroofed porches, decks, terraces; garages and carports) of less than 1800 square
feet.
Section 3. No dwelling or structure of any kind shall be erected on any Lot nearer
than Twenty five feet (25') to the front property line of the Lot, Five feet (5') to the adjacent
Lot on either side of the Lot including all roof overhangs or other areas overhanging the
foundation, twenty feet (201 to the rear property line of the lot, provided, however that
erection of dwellings and structures comply with applicable New Hanover County code and,
further provided, that no such dwelling or structure shall be erected within the right-of-way
of any public utilities, and provided, further, that the requirements of this paragraph may be
released in whole or in part by the Developer, its successors and assigns, in its sole
discretion in the cases that would otherwise work a hardship upon Lot Owners or would
result in substantial damage to one or more natural features of the Lot.
Section 4. Each lot will have a maximum built upon surface area in accordance with
governmental restrictions. The maximum amount of impervious surface for each lot shall
be as follows: (final area to be determined)
No more than 4,350 square feet on each lot and no more than 28,000 square feet of
the Amenity shall be covered by structure and/or paved surfaces, including walkways or
patios of brick, stone, slate of similar material. This shall not include open wooden decks,
stairs or walkways. Developer may increase or decrease said restnctions on any lot or the
Amenity as Developer sees fit and by any allowable method.
Section 1. Enforcement, The Associabon, or any Owner, or the Developer, shall
have the right to enforce by any proceeding at law or in equity, all restrictions, conditions,
covenants, reservations, liens and charges now or hereafter imposed by the provisions of
this Declaration. Failure by the Association or by any Owner to enforce any covenant or
restriction herein contained shall in no event be deemed a waiver of the right to do so
thereafter.
Section 2. S vera�ili y. Invalidation of any one of these covenants or restrictions by
judgment or court order shall in no way affect any other provisions which shall remain in full
force and effect.
Section 3. Amendment. The covenants and restrictions of this Declaration shall run
with and bind the land, through June of the year 2022, after which time they shall be
automatically extended for successive periods of ten (10) years. This Declaration may be
amended during the first twenty (20) year period by an instrument signed by not less than
ninety percent (90%) of the Lot Owners, and thereafter by an instrument signed by not less
than seventy-five percent (75%) of the Lot Owners. Any amendment must be recorded in
the same manner and location as required for the recording of deeds in New Hanover
County.
Section 4, Annexation. Additional residential property and Common Areas may be
annexed to the Properties in the absolute and sole discretion of the Developer, its
17

s�` kv
i201�3005618u�m�ini
FOR REGISTRATION REGISTER OF DEEDS
TAMMY THEUSCH BEASLEY
NEW HANOVER COUNTY, NC
2613 FS 15 62:21:23 PM
9K:5712 PG:67O-68 FEE:$42.10
IITRMT # MO9 l
�� CLAd�A�C�Q� of
DUF��1J'TiS� 0N{��'i`�tc1�13/ g.t3TP—TC.%rtts5 Avi! ,
of TAtmw w aot�.s
RETURNTO JdwNe-s yoPP

02 11 13 version
sale or transfer. No sale or transfer shall relieve such Lot from liability for any assessments
thereafter becoming due or from the lien thereof.
ARTICLE V11
Architectural Control
Section 1. Buildings, Fences. Wails, Etc. No building, fence, wail or other structure,
and no change in topography, landscaping or any other Item shall be commenced, erected
or maintained upon the Property, nor shall any exterior addition to or change be made until
the plans and specifications showing the nature, kind, shape, height, materials, color and
locations of the same shall have been submitted to and approved in writing as to the
harmony of the external design and location In relation to the surrounding structures and
topography by the Developer. Provided, however, that upon the Developer's selling of all
the Lots In the Subdivision, this right of approval shall be transferred to an architectural
review board of the Association. Such architectural review board shall be comprised of not
less than three (3) representatives to be appointed by the Board of Directors of the
Association. Provided, however, that the Developer may transfer its rights of approval
under this Declaration prior to Its selling all of the Lots in the Development If It so chooses.
In the event the Developer or the architectural review board fails to approve or disapprove
any request within thirty (30) days after complete written plans and specifications have
been submitted to it, the same shall be deemed approved, and this Article shall be deemed
to have been fully complied with, provided, however, that no such failure to act shall be
deemed an approval of any matters specifically prohibited by any other provision of this
Declaration. Refusal or approval of plans, specifications and plot plans or any of them may
be based on any grounds, Including purely aesthetic grounds, which in the sole and
uncontrolled discretion of the Developer or the architectural review board may deem
sufficient. There shall be a fee paid for the review of such plans, which shall be specified by
the Developer or Board at time of submission. Any change in exterior appearance of any
building, wall, fence or other structural improvements and any change in the appearance of
the landscaping, shall be deemed an alteration requiring approval. The transfer of control
shall not be mandatory on the part of the Developer if the Developer has brought another
phase under the terms of this Declaration on before the time the last Lot In the other phase
or phases has been sold. Any non-compliance with this section shall result in a lien on the
non -compliant parry's property for any penalties assessed by the architectural review board
plus any attorney's fees Incurred by the Homeowners Association.
Section 2. Erosion Qn1rol Measures and Impervigus SurfajM Drainage. All lots must me
graded In accordance with County and State specifications and Developer's approval to
meet all applicable erosion control and impervious surface drainage standards. Developer
maintains the right of re entry on all lots during construction for the -purpose of determining
If standards are being met. Failure to comply with standards, failure of which shall be
determined by Developer, shall result in the ability of Developer to Immediately halt
construction, and at their sole discretion, complete the work and charge back to homeowner
all costs associated with this action, as well as any fines. These fees shall also be a valid
lien on the property. These fees must be paid prior to any recommencement placed with
Developer insuring compliance with this section prior to commencement of construction on
all lots.
aY
Wdqtowqr-TIT• , _
VJ

02 11 13 version
,5gQtign 2. No residential dwelling on any Lot shall be constructed on any Lot which
has a fully enclosed floor area of the main structure devoted to living purposes (exclusive of
roofed or unroofed porches, decks, terraces, garages and carports) of less than 1800 square
feet.
Section 3. No dwelling or structure of any kind shall be erected on any Lot nearer
than Twenty five feet (251 to the front property line of the Lot, Five feet (5') to the adjacent
Lot on either side of the Lot Including all roof overhangs or other areas overhanging the
foundation, twenty feet (20') to the rear property line of the lot, provided, however that
erection of dwellings and structures comply with applicable New Hanover County code and,
further provided, that no such dwelling or structure shall be erected within the right-of-way
of any public utilities, and provided, further, that the requirements of this paragraph may be
released In whole or in part by the Developer, Its successors and assigns, In its sole
discretion in the cases that would otherwise work a hardship upon Lot Owners or would
result In substantial damage to one or more natural features of the Lot.
Section 4. Each lot will have a maximum built upon surface area in accordance with
governmental restrictions. The maximum amount of impervious surface for each lot shall
be as follows: (final area to be determined)
No more than 4,350 square feet on each lot and no more than 28,000 square feet of
the Amenity shall be covered by structure and/or paved surfaces, including walkways or
patios of brick, stone, slate of similar material. This shall not include open wooden decks,
stairs or walkways. Developer may Increase or decrease said restrictions on any lot or the
Amenity as Developer sees fit and by any allowable method.
ARTIQE X
General Provisions
Section 1. Enforcemgot, The Association, or any Owner, or the Developer, shall
have the right to enforce by any proceeding at law or in equity, all restrictions, conditions,
covenants, reservations, liens and charges now or hereafter imposed by the provisions of
this Declaration. Failure by the Association or by any Owner to enforce any covenant or
restriction herein contained shall in no event be deemed a waiver of the right to do so
thereafter.
Section 2. Severability, Invalidation of any one of these covenants or restrictions by
judgment or court order shall in no way affect any other provisions which shall remain in full
force and effect.
Section 3. Amendment. The covenants and restrictions of this Declaration shall run
with and bind the land, through June of the year 2022, after which time they shall be
automatically extended for successive periods of ten (10) years. This Declaration may be
amended during the first twenty (20) year period by an Instrument signed by not less than
ninety percent (90%) of the Lot Owners, and thereafter by an instrument signed by not less
than seventy-five percent (75%) of the Lot Owners. Any amendment must be recorded in
the stone manner and location as required for the recording of deeds In New Hanover
County.
Section 4. Annexation. Additional residential property and Common Areas may be
annexed to the Properties in the absolute and sole discretion of the Developer, Its
§

Sketch
Page 1 of 1
PARID:R07900-003-216-000
BEAMAN PAUL LISA 6025 TARIN RD
11
11 As 11
15
11�
12 A4
9 A5, 12
1$
8
44
1
18
34
A0
5
17 5
10
5
Al
11
218
it
AJ 1i
22
Label Code
Description
Area
AO
Main Building
1229
Al
GAR/BAS GARAGEMS FR ONE STORY
135
FRAME
A2
POR
OPEN PORCH
198
A3
GAR
GARAGE
374
A4
BAS
1 S FR ONE STORY FRAME
185
A5
POR
OPEN PORCH
128
A6
CS
CONCRETE SLAB
121
http://etax.nhcgov.comIDataletsISketch.aspx?Print=1 &pin=RO7900-003-21 b-000&j uy=
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