SW8160717_Historical File_20160812

7s
Energy, Mineral &
Land Resources
ENVIRONMENTAL QUALITY
August 12, 2016
Tom Smith, Managing Member
TRS Holdings, LLC, Manger
Round Tree Ridge, LLC
420 Beasley Rd.
Wilmington NC, 28409
Subject:
Dear Mr. Smith:
PAT McCRORY
Governor
DONALD R. VAN DER.VAART
Secretary
State Stormwater Management Permit No. SW8160717
Round Tree Ridge
High Density Subdivision Wet Detention Pond Project
New Hanover County
TRACY DAVIS
Direemr,
The Wilmington Regional Office received a complete State Stormwater Management Permit Application
for Round Tree Ridge on August 12, 2016. Staff review of the plans and specifications has determined
that the project, as proposed, will comply with the Stormwater Regulations set forth in Title 15A NCAC
2H.1000 and Session Law 2008-211. We are forwarding Permit No. SW8 160717 dated August 12,
2016, for the construction, operation and maintenance of the BMP's and built -upon area associated with
the subject project.
This permit shall be effective from the date of issuance until August 12, 2024, 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 changing 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.
If you have any questions, or need additional information concerning this matter, please contact Christine
Hall in the Wilmington Regional Office, at [phone].
Since y,
TracyDavis, P�ctor
,
Division of Energy, Mineral and Land Resources
GDS/canh: 111Stormwater\Permits & Projects120161160717 HD12016 08 permit 160717
cc: David Hollis, Hanover Design Services, PA
New Hanover County Inspections
New Hanover County Engineering
Wilmington Regional Office Stormwater File
State of North Carolina I Environmemal Quality I Energy, Mineral and Land Resources
Wilmington Regional Office 1127 Cardinal Drive Extension f Wilmington. NC 28405
910 796 7215

State Stormwater Management Systems
Permit No. SW8 160717
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY SUBDIVISION DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Round Tree Ridge, LLC
Round Tree Ridge
7170 Carolina Beach Rd, Wilmington, New Hanover County
FOR THE
construction, operation and maintenance of two (2) wet detention ponds in compliance with
the provisions of 15A NCAC 2H .1000 and Session Law 2008-211 (hereafter referred to as
the "stormwater rules') the approved stormwater management plans and specifications and
other supporting data as attached and on file with and approved by the Division of Energy,
Mineral and Land Resources (hereafter referred to as the Division or DEMLR) and
considered a part of this permit.
This permit shall be effective from the date of issuance until August 12, 2024 and shall be
subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. The subdivision is permitted for 55 lots, each allowed a maximum of 4,000 square feet
of built -upon area.
3. This stormwater system has been approved for the management of stormwater runoff
as described in Section 1.9 of this permit. The runoff from all built -upon area within the
permitted drainage areas of this project must be directed into the permitted stormwater
control measures. The stormwater control measures labeled Pond 1 and Pond 2 have
been designed to handle the runoff from 125,200 and 177,520 square feet of built -
upon area, respectively.
4. The maximum built -upon area allowed for the entire subdivision is 302,720 square
feet.
5. The drainage area will be limited to the amount of built -upon area indicated in Sections
1.3 and 1.9 of this permit, and per approved plans. The built -upon area for the future
development with the drainage areas for Pond 1 and Pond 2 is limited to 888 and
5,531 square feet, respectively.
Page 1 of 8

State Stormwater Management Systems
Permit No. SW8 160717
6. A 50' wide vegetative buffer must be provided and maintained adjacent surface
waters, measured horizontally from and perpendicular to the normal pool of
impounded structures, the top of bank of both sides of streams and rivers and the
mean high water line of tidal waters.
7. A vegetated filter strip is not required for this pond as it has been designed for a 90%
total suspended solids removal efficiency.
8. All runoff being directed into wetlands shall flow into and through those wetlands at a
non -erosive velocity.
9. The following design criteria have been permitted for the wet detention pond and it
must be provided and maintained at the design condition.
Pond 1
Pond 2
a. Drainage Area, acres:
Onsite, ft2:
Offsite, ft2:
357,717
357,717
0
507,202
507,202
0
b. Total Impervious Surfaces, ft2:
Onsite, ft2:
Offsite, ft2:
125,200
125,200
0
177,520
177,520
0
c. Average Pond Design Depth, feet:
4.5
4.0
d. TSS Removal Efficiency:
90
90
e. Design Storm, inches:
1.5
1.5
f. Permanent Pool (PP) Elevation, FMSL:
11.0
11.0
g. Permitted PP Surface Area, ft2:
29,000
19,500
h. Temporary Storage Elevation, FMSL:
12.0
12.5
i. Permitted Storage Volume, ft3:
32,500
35,000
j. Predevelopment 1 yr-24 hr. discharge
rate, cfs:
5.30
7.52
k. Controlling Orifice, inch 0 pipe:
2.0
2.0
I. Orifice Flow Rate, cfs:
0.06
0.07
m. PP Volume, ft3:
130,750
72,625
n. Forebay Volume, ft3:
28,750
1 74,875
o. Maximum Fountain Horsepower:
1/2
1 1/4
p. Receiving Stream/River Basin:
Lords Creek / Cape Fear
q. Stream Index Number:
18-84
r. Classification of Water Body:
C, SW
II. SCHEDULE OF COMPLIANCE
1. No person or entity, including the permittee, shall alter any component of the approved
stormwater system shown on the approved plans unless and until the Division has
approved of the revised plan.
2. 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.
3. During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaired immediately. If the stormwater system is 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.
Page 2 of 8

State Stormwater Management Systems
Permit No. SW8 160717
4. 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 160717, as issued by the
Division of Energy, Mineral and Land Resources under NCAC 2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to the
extent necessary to maintain compliance with the Stormwater Management
Permit.
C. These covenants are to run with the land and be binding on all persons and
parties claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded without
the express written consent of the Division.
e. Alteration of the drainage as shown on the approved plans may not take place
without the concurrence of the Division.
f. The maximum built -upon area per lot is 4,000 square feet. This allotted amount
includes any built -upon area constructed within the lot property boundaries, and
that portion of the right-of-way between the front lot line and the edge of the
pavement. Built upon area includes, but is not limited to, structures, asphalt,
concrete, gravel, brick, stone, slate, coquina and parking areas, but does not
include raised, open wood decking, or the water surface of swimming pools.
g. All runoff from the built -upon areas on the lot must drain into the permitted
system. This may be accomplished through providing roof drain gutters, which
drain to the pond or street, grading the lot to drain toward the street or directly
into the pond, or grading perimeter swales and directing them into the pond or
street.
h. Built -upon area in excess of the permitted amount will require a permit
modification.
i. All affected lots shall maintain a 50' wide vegetative buffer adjacent to surface
waters, measured horizontally from and perpendicular to the normal pool of
impounded structures, the top of bank of each side of streams and rivers and
the mean high water line of tidal waters.
j. Any individual or entity found to be in noncompliance with the provisions of a
stormwater management permit or the requirements of the Stormwater Rules is
subject to enforcement procedures as set forth in G.S. 143, Article 21.
5. 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.
6. If permeable pavement BUA credit is desired, the permittee must submit a request to
modify this permit to incorporate such language as required by the Division. The
request to modify must include a proposed amendment to the deed restrictions and
protective covenants for the subdivision, and a soils report identifying the type of soil,
the Seasonal High Water Table elevation and the infiltration rate. Upon the successful
completion of a permit modification, the individual lot owners that request to utilize
permeable pavements shall submit the necessary forms and documentation to the
permittee, or a designated agent, and receive approval prior to construction of the
permeable pavement.
7. The permittee shall review all lot plans for new construction and any subsequent
modifications and additions, for compliance With the conditions of this permit. The
permittee shall not approve any lot plans where the maximum allowed built -upon area
has been exceeded, or where revisions to the grading or to the storm drainage system
are proposed unless and until a permit modification has been approved by the
Division.
Page 3 of 8

State Stormwater Management Systems
Permit No. SW8 160717
8. The permittee is responsible for the routine monitoring of the project for compliance
with the built -upon area limits, grading, and the storm drainage system established by
this permit, the permit documents, the approved plans, and the recorded deed
restrictions. The permittee shall notify any lot owner that is found to be in
noncompliance with the conditions of this permit in writing, and shall require timely
resolution.
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 design
condition. The approved Operation and Maintenance Agreement is incorporated by
reference into this permit and must be followed in its entirety and maintenance must
occur at the scheduled intervals.
10. Records of maintenance activities must be kept and made available upon request to
authorized personnel of the Division. The records will indicate the date, activity, name
of person performing the work and what actions were taken.
11. If the permanent pool volume is greater than 30,000 cubic feet, a decorative spray
fountain will be allowed in the stormwater treatment system, subject to the following
criteria:
a. The fountain must draw its water from less than 2' below the permanent pool
surface.
b. Separated units, where the nozzle, pump and intake are connected by tubing,
may be used only if they draw water from the surface in the deepest part of the
pond.
C. The falling water from the fountain must be centered in the pond, away from the
shoreline.
d. The maximum horsepower for the fountain's pump is based on the permanent
pool volume. The maximum pump power for a fountain in Pond 1 and Pond 2 is
Y2 and % horsepower, respectively.
12. The facilities shall be constructed in accordance with the conditions of this permit, the
approved plans and specifications, and other supporting data.
13. Upon completion of construction, prior to issuance of a Certificate of Occupancy, and
prior to operation of this permitted facility, the permittee shall cause a certification from
an appropriate designer for the system installed to be submitted, 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. A modification
may be required for those deviations.
14. All stormwater collection and treatment systems must be located in either public rights -
of -way, dedicated common areas or recorded easements. The final plats for the
project will be recorded showing all such rights -of -way, common areas and
easements, in accordance with the approved plans. Access to the stormwater
facilities for inspection and maintenance shall be maintained via appropriate recorded
easements at all times_
Page 4 of 8

State Stormwater Management Systems
Permit No. SW8 160717
15. The permittee shall submit to the Director and shall have received approval for revised
plans, specifications, and calculations prior to construction, for any modification to the
approved plans, including, but not limited to, those listed below:
a. Any revision to any item shown on the approved plans, including the stormwater
management measures, built -upon area, details, etc.
b. Redesian or addition to the approved amount of built -upon area or to the
drainage area.
C. Further development, subdivision, acquisition, lease or sale of any, 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.
d. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
e. The construction of any future BUA listed on the application.
16. Prior to transfer of the permit, the stormwater facilities will be inspected by Division
personnel. The project and the stormwater facility must be in substantial compliance
with all permit conditions. Any items not in substantial compliance must be repaired,
replaced or restored to design condition prior to the transfer. Records of maintenance
activities performed to date will be required.
17. 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.
III. GENERAL CONDITIONS
1. Any individual or entity found to be in noncompliance with the provisions of a
stormwater management permit or the Stormwater rules is subject to enforcement
procedures as set forth in NCGS 143 Article 21.
2. 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) having jurisdiction.
3. In the event that the facilities fail to perform satisfactorily the Permittee shall take
immediate corrective action, including those as may be required by this Division, such
as the construction of additional or replacement stormwater management systems.
Additional or replacement stormwater management systems shall receive a permit
from the Division prior to construction.
4. This permit is not transferable to any person or entity except after notice to and
approval by the Director. The permittee shall submit a completed and signed
Name/Ownership Change Form, accompanied by the supporting documentation as
listed on the form, to the Division of Energy, Mineral and Land Resources at least 60
days prior to any one or more of the following events:
a. An ownership change including the sale or conveyance of the project area in
whole or in part, except in the case of an individual lot sale that is made subject
to the recorded deed restrictions;
b. The sale or conveyance of the common areas to a Homeowner's or Property
Owner'S Association, subject to the requirements of Session Law 201 1-256;
C. Bankruptcy;
d. Foreclosure, subject to the requirements of Session Law 2013-121;
e. Dissolution of the partnership or corporate entity, subject to NCGS 57D-2-01(e)
and NCGS 57D-6-07;
f. A name change of the current permittee;
g. A name change of the project;
h. A mailing address change of the permittee;
Page 5 of 8

State Stormwater Management Systems
Permit No. SW8 160717
5. The permittee is responsible for compliance with all permit conditions until such time
as the Division approves the transfer request. Neither the sale of the project, in whole
or in part, nor the conveyance of common area to a third party constitutes an approved
transfer of the stormwater permit.
6. The permittee grants DEMLR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
7. The permit issued shall continue in force and effect until modified, revoked, terminated
or renewed. The permit may be modified, revoked and reissued or terminated for
cause. The filing of a request for a permit modification, revocation and re -issuance or
termination does not stay any permit condition.
8. Approved plans, calculations, supplement forms, operation and maintenance
agreements and specifications for this project are incorporated by reference and are
enforceable parts of the permit. A copy of the approved plans and specifications shall
be maintained on file by the Permittee at all times.
9. Unless specified elsewhere, permanent seeding requirements for the stormwater
control measure must follow the guidelines established in the North Carolina Erosion
and Sediment Control Planning and Design Manual.
10. The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit as
allowed by the laws, rules and regulations contained in Session Law 2006-246, Title
15A NCAC 2H.1000, and NCGS 143-215.1 et.al.
11. The permittee shall submit a permit renewal application request at least 180 days prior
to the expiration date of this permit. The renewal request must include the appropriate
application, documentation and the processing fee.
Permit issued this the 12th day of August 2016.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
i racy avis, N.t., Uirector .
Division o Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW8 160717
Page 6 of 8

Round Tree Ridge
Stormwater Permit No. SW8 160717
New Hanover County
Designer's Certification
State Stormwater Management Systems
Permit No. SW8 160717
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 is 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 160717
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.
16. All components of the stormwater BMP are located in either recorded common
areas, or recorded easements.
cc: NCDEQ-DEMLR Regional Office
New Hanover County Building Inspections
Page 8 of 8

Permit Number: ✓ G����D�(
(to be provided by DWQ)
Drainage Area Number:
Wet Detention Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BUT. This maintenance record will be kept in a
log in a known set location. Any deficient BNW 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.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
❑ does ® does not incorporate a vegetated filter at the outs, E 00 E 1 V E
This system (check one): JUL 2 7 2016
❑ does ® does not incorporate pretreatment other than a fo ay.
Important maintenance procedures:
- Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
- No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
- Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
--- If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
- Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month 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 should be kept in a known set
location and must 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 wet
detention 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.
ation is too short or too
Fivo-z'
Maintain vegetation at a height of
Japproximately six inches.
Form SW401-Wet Detention Basin O&M-Rev.4 Page 1 of 4

BMP element:
The inlet device: pipe or
swale
The forebay
The vegetated shelf
The main treatment area
Permit Number:
(to be provided by DWQ)
Drainage Area Number:
Potential problem:
The pipe is clogged.
The pipe is cracked or
otherwise damaged.
Erosion is occurring in the
swale.
Sediment has accumulated to
a depth greater than the
original design depth for
sediment storage.
Erosion has occurred.
Weeds are present.
Best professional practices
show that pruning is needed
to maintain optimal plant
health.
Plants are dead, diseased or
dying.
Weeds are present.
Sediment has accumulated to
a depth greater than the
original design sediment
storage depth.
Algal growth covers over
50 % of the area.
Cattails, phragmites or other
invasive plants cover 50% of
the basin surface.
Form SW401-Wet Detention Basin O&M-Rev.4
How I will remediate the probl
Unclog the pipe. Dispose of the
sediment off -site.
Replace the pipe.
Regrade the swale if necessary to
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
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 pesticide is used, wipe it on
the plants rather than spraying.
Prune according to best professional
practices
Determine the source of the
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
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.
Consult a professional to remove
and control the algal growth.
Remove the plants by wiping them
with pesticide (do not spray).
ECEIVE
JUL 272016
te 2 of 4
BY.

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How I will remediate theproblem:
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present
consult a professional to remove
beavers.
A tree has started to grow on
Consult a dam safety specialist to
the embankment.
remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair. if applicable)
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 local NC Division of
damage have occurred at the
Water Quality Regional Office, or
outlet
the 401 Oversight Unit at 919-733-
1786.
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads 11 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 5 feet in the forebay, the sediment shall
be removed.
Sediment Removal
Bottom
6------------ 1]
FOREBAY
BASIN DIAGRAM
(fill in the blanks)
f-ft Min.
Sediment
Storage
Form SW401-Wet Detention Basin O&M-Rev.4
Permanent Pool Elevation 11
Pool
\- - - - - -Sediment Removal Elevation
Bottom Elevation -1.0 11-ft
MAIN POND
ECEIVE
JUL 272016
ge 3 of 4
BY.
Storage

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:Roundtree Ridge
BAP drainage area number:Pond 1
Print name:Tom Smith
Title:Owner/Develoner, TRS Holdings LLC
Address:420 Beasley Rd
1JaLv. ((/ i. 1 (W
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, !/ /.4 lAlla &C44 a otary Public for the State of
i County of )Cdz
do hereby certify that
personally appeared before me this
day of d/�v� , z0/ and acknowledge the due execution of the
forgoing et detention basin maintenance requirements. Witness my hand and official
seal,
LL,q
K
03C1 �►
/YAN01��
SEAL n I E I V I E
My commission expires f / JUL 2 7 2016
:t
BY:_
Form SW401-Wet Detention Basin O&M-Rev.4 Page 4 Of 4

Permit Number: 1-7
E5j�O 1-71
(to be prov' ed by DWO
Drainage Area Number: O
Wet Detention Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BU P. 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.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
❑ does ® does not incorporate a vegetated filter at the outlet.
This system (check one):
❑ does ® does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
- Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
- No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
- Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
- If the basin must be drained for art emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
- Once a year, a dam safety expert should inspect the emb I}.Ci E IV E
After the wet detention pond is established, it should be inspected ' ceitth
within 24 hours after every storm event greater than 1.0 inches (ol 5 inches if in a
Coastal County). Records of operation and maintenance should be 14 own se
location and must 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 problem
The entire BMP
Trash debris is resent.
Remove. the trash debris.
The perimeter of the wet
detention 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 a lication-
getation is too short or too
[lV—e
on.
Maintain vegetation at a height of
approximately six inches.
Form SW401-Wet Detention Basin O&M-Rev.4 Page 1 of 4

BMP element:
The inlet device: pipe or
swale
The forebay
The vegetated shelf
The main treatment area
Permit Number:
(to be provided by DWQ)
Drainage Area Number:_
Potential problem:
The pipe is clogged.
The pipe is cracked or
otherwise damaged.
Erosion is occurring in the
swale.
Sediment has accumulated to
a depth greater than the
original design depth for
sediment storage.
Erosion has occurred.
Weeds are present.
Best professional practices
show that pruning is needed
to maintain optimal plant
health.
Plants are dead, diseased or
dying.
Weeds are present.
Sediment has accumulated to
a depth greater than the
original design sediment
storage depth.
Algal growth covers over
50% of the area.
Cattails, phragmites or other
invasive plants cover 50 % of
the basin surface.
Form SW401-Wet Detention Basin O&M-Rev.4
How I will remediate the prob]
Unclog the pipe. Dispose of the
sediment off -site.
Replace the pipe.
Regrade the swale if necessary to
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
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 BNIP.
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 pesticide is used, wipe it on
the plants rather than spraying.
Prune according to best professional
practices
Determine the source of the
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
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.
Consult a professional to remove
and control the algal growth.
Remove the plants by wiping them
with pesticide (do not spray).
ECEIVE
JUL 272016
Pag of 4
BY.

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How I will remediate theproblem:
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present.
consult a professional to remove
beavers.
A tree has started to grow on
Consult a dam safety specialist to
the embankment.
remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair. if applicable)
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment offsite.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the local NC Division of
damage have occurred at the
Water Quality Regional Office, or
outlet.
the 401 Oversight Unit at 919-733-
1786.
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads 11 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 7 feet in the forebay, the sediment shall
be removed.
Sediment Removal
Bottom
4 �]
-----------------
IFOREBAY
BASIN DIAGRAM
(fill in the blanks)
I-ft Min.
Sediment
Storage
Form SW401-Wet Detention Basin O&M-Rev.4
Permanent Pool Elevation 11
Sediment Removal Elevation 0 Volume
------------------------------------------- -------
Bottom Elevation -1.0 I 1-ft
MAIN POND
IIECEIVETJUL 2 7 2016
Paof 4
BY:
Storage

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:Roundtree Ridge
BMP drainage area number:Pond 2
Print name:Tom Smith
Title:Owner/Develoner, TRS Holdings LLC
Address:420 Beasley Rd
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.
111111 II
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SEAL
My commission
i
otary Public for the State of
► do hereby certify that �-
S
personally appeared before me this
towledge the due execution of the
rements. Witness my hand and official
"%�C1ENVE
�61-- JUL 2 7 2016
Form SW401-Wet Detention Basin O&M-Rev.4
Page 4 of 4

DEMLR USE ONLY
Date ceive
Fee Paid
P t Number
Applicable Ru es: ❑ Coastal SW - 1005 ❑ Coastal S - 2008 ❑ Pb IT - Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M t Plan:ii
State of North Carolina
Department of Environment and Natural_ Resources
Division of Energy, Mineral and Land Resources
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.):
wee Ridge ::I;M t�csL C IDI?-f $ ha/Ib Hwy_
2. Location of Project (street address):
7170 Carolina Beach Road
City:Wilmington County:New Hanover Zip:28412
3. Directions to project (from nearest major intersection):
From the intersection of US 421 and NC 132, Head south down US 421 (Carolina Beach Road) for 3.9 miles
Turn Right onto Lehigh Rd.
Head west on Lehigh Rd for approxiamiately 0.5 miles to the project location.
4. Latitude:34° 4' 59.7534" N Longitude:-770 54' 17.2182" W of the main entrance to the project.
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ®New []Modification ❑ Renewal w/ Modificationt
tRenewals with modifications also requires SWU-102 - Renewal Application Form
b. If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number , its issue date (if known) , and the status of
construction: ❑Not Started ❑Partially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project (check one):
❑Low Density ®High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from
DEMLR requesting a state stormwater management permit application, list the stormwater project number,
if assigned,
proposed, -
and the previous name of the project, if different than currently
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major ®Sedimentation/Erosion Control: 19 . 45 Area
❑NPDES Industrial Stormwater ❑404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Na roject/Permit Num r,
issue date and the type of each permit: BY:_.
5. Is the project located within 5 miles of a public airport? ®No ❑Yes
If yes, see S.L. 2012-200, Part VE http:Hl2ortal.ncdenr.org/web/lr/rules-and-regulations
Fonn SWU-101 Version Oct. 31, 2013 Page 1 of 6

III. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated goverrwn.ent official, individual, etc. who owns the project):
Applicant/O.rganization:Round Tree Ridge, UC.
Signing Official & Title:Tom Smith, Managing Member for TRS Holdings LLC Manager of Round Tree
Ridge, LI_C
b. Contact .information for person listed in item 1a above:
Street Ad.d.ress:420 Beasley Rd
City:Wilmini ten State:NC 7._ip:28409
Mailing Address (if applicable):
City:
Phone: (914 ) 562-4.511
Em.ail:[e-mail]
State: Zip:
Fax: ( )
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 In.form.ation, item. 2a and 2b below)
❑ Purchaser* (Attach a copy of the perid.i.ng 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. &
b. Contact information for person. listed in item 2a above:
Street Address:
City: State: Zip:
Mailing Address (if applicable):
City:
Phone: ( )
Email:
State: Zip:
Fax: ( 1
3. a. (Optional) Print the name and title of another contact such as the projeces construction supervisor or other
person. who can answer questions about the project:
Other Contact Person/Organization.:
Signing Official & Title:
b. Contact information for person listed. in item 3a above:
Mailing Address:
City: State: Zip:
Phone: ( ) Fax:
Email:
4. Local jurisdiction for building permits:
Point of. Contact: Phone #:
Fonn SWU-.101. Version Oct. 31, 2013 Page 2 of 6

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
All stormwater runoff from built upon areas is to be directed to the storm sewer collection system and treated
in the two proposed wet retention/detention basins
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 PUB Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b. If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW -1995 ❑ Ph lI - Post Construction
3. Stormwater runoff from this project drains to the Cape Fear River basin.
4. Total Property Area:19.86 acres
5. Total Coastal Wetlands Area: NA acres
6. Total Surface Water Area: NA acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area+:19.86 acres
+ Total project area shall be calculated to exclude the following: the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water (NFiV1>) line or Mean High Water
(MHM line, and coastal wetlands landward from the NHW (or MHM line. The resultant project area :s used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landward of the NHW (or MHW) line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 35 %
9. How many drainage areas does the project have?2 (For high density, count 1 for each proposed engineered
stormwater BMP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information
Drainage Area 1
Drainage Area 2
Drainage Area `
Drainage Area
Receiving Stream Name
Lords Creek
Lords Creek
_
Stream Class *
C, Sw
C, Sw
Stream Index Number *
18-84
18-84
Total Drainage Area (sf)
357,717
507,202
On -site Drainage Area (sf)
357,717
507,202
Off -site Drainage Area (sf)
Proposed Impervious Area** s
125,200
177,520
% Impervious Area** total
35%
35%
_Impervious * Surface Area
Drainage Area _
Drainage Area _
Drainage Area _
Dramage Area
On -site Buildings/Lots (sf)
88,000
132,000
_
On -site Streets (sf)
32,502
34,851
WE —
On -site Parking (sib
On -site Sidewalks (sf)
2,054
5,138
Other on -site (sf)
1756
Future (sf)
888
5,531
Off -site (so
Existing BUA*** (sf)
Total (sf): 1
125,200
177,520
T Stream class and Index Number can be determined at: http..Aortal.ncdenr.orgliveiLlwcl/pslcsulclassiflcations
eb/wcl/ps/csu/classifications
Im ervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version Oct. 31, 2013 Page 3 of 6

'Report only that amount of existing BUA that will remain of ler 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: Contact DEMLR Central Office stcf'to check if the project is located within a Threatened &
Endangered Species watershed that may be subject to more stringent stormwater requirements as per 15A NCAC 02B . 0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from http://Portal.ncdenr.ora/web/wq/ws/su/bmv-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Energy, Mineral and
Land Resources (DEMLR). A complete package includes all of the items listed below. A detailed application
instruction sheet and BMP checklists are available from
hn://Rortal.ncdenr.org/web/wg/ws/su/statesw/forms does. The complete application package should be
submitted to the appropriate DEMLR Office. (The appropriate office may be found by locating project on the
interactive online map at http://Rortal.ncdenr.org/web/wg/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 htW://portal.nedenr.org/web/wg/ws/su/statesw/forms does.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form._
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants_
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
hM://www.gnyhelp.org/pages/onestopogress.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.)
Al
5. A detailed narrative (one to two pages) describing the stormwater treatment/managementfor
17&—
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS identifying location.
map the site If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within Y2 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.
AL
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures the banks of streams or rivers and the MHW (or NHW) f tidal
i. Dimensioned property/ project boundary with bearings & distances. o w IEC E' V E
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations. JUL 2 % 201�5
I. Details of roads, drainage features, collection systems, and stormwater control m ores.
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated
qualified person. Provide documentation of qualifications and identify the person w o
made the determination on the plans.
Form SWU-101 Version Oct. 31, 2013 Page 4 of 6

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 DEMLR to verify the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: 679 Q Page No: !i 50 _5S q _
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC _
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per 15A NCAC 2H.1003(e).
The corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
h=://www.secretary.state.nc.us/Corporations/CSearch aspx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from http://12ortal.ncdenr.orglweb/Ir/state-stormwater-
forms dots. 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 DEMLR, and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer:David S. Hollis, PE, PLS
Consulting Firm: Hanover Design Services, PA
Mailing Address:1123 Floral Parkway
City:Wilmington
Phone: (910 ) 343-8002
Emafl:[e-mail]
State:NC Zip:28403
Fax: [phone]
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
1, (print or type name of person listed in Contact Information, item 2a)
own the property identified in this permit application, and thus
listed in Contact Information, item 1a)
Contact Information, item 1a)
, certify that I
give permission to (print or type name of person
_ with (print or type name of organization listed in
to develop the project as cu ed. A copy of
the lease agreement or pending property sales contract has been provided with the s c e
party responsible for the operation and maintenance of the stormwater system. BUG
BY.
Form SWU-101 Version Oct. 31, 2013 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 DEMLR Stormwater permit reverts back
to me, the property owner. As the property owner, it is my responsibility to notify DEMLR immediately and
submit a completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater
treatment facility without a valid permit. I understand that the operation of a stormwater treatment facility
without a valid permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement
action including the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
Signature: Date:
a Notary Public for the State of County of
do hereby certify that
personally appeared
before me this _ day of and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission expires,
X. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in Contact Information, item 1a) 1 ©1 Ai &') ft t T Y
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project wilWe-c"Iqnsd in conformance with the approved plans, that the required deed restrictions
and protective co enan w' b rec d that the proposed project complies with the requirements of the
applicable stor ate le u 15 C 2H .1000 and any other applicable state stormwater requirements.
Signature: Date: -Z /
I. a No Public for a Sta a of61�1&ounty of
do hereby certify that personally appeared
before me thisZ_day of and a knowledge the d ex ution of the application for
a stormwater permit. Witness my hand and official seal, 4z- .a
z end
�0 -V
0
SEAL
My commission expires Gl ! ,r%
s
r AUG o
BY. -------------
Form SWU-101 Version Oct. 31, 2013 Page 6 of 6

High Density Residential Subdivisions
Deed Restrictions & Protective Covenances
In accordance with Title 15 NCAC 2H.1000 and S.L. 2006-246, the Stormwater Management Regulations,
deed restrictions and protective covenants are required for High Density Residential Subdivisions where
lots will be subdivided and sold and runoff will be treated in an engineered stormwater control facility. Deed
restrictions and protective covenants are necessary to ensure that the development maintains a "built -upon"
area consistent with the esian criteria used to size the stormwater control facility.
�
I W1. /Irti v I ,acknowledge, affirm and agree by my signature below, that I will
cause towing deed restrictions and covenants to be recorded prior to the sale of any lot:
1. The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number , as issued by the Division of Energy, Mineral and
Land Resources under the Stormwater Management Regulations.
2, The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming under
them.
4. The covenants pertaining to stormwater may not be altered or rescinded without the express written
consent of the State of North Carolina, Division of Energy, Mineral and Land Resources,
5. Alteration of the drainage as shown on the approved plan may not take place without the concurrence
of the Division of Energy, Mineral and land Resources.
6. The maximum allowable built -upon area per lot is t 5 tCD square feet. This allotted amount
includes any built -upon area constructed within the lot property boundaries, and that portion of the
right-of-way between the front lot line and the edge of the pavement. Built upon area includes, but is not
limited to, structures, asphalt, concrete, gravel, brick, stone, slate, coquina and parking areas, but does
not include raised, open wood decking, or the water surface of swimming pools.
OR, if the proposed built -upon areas per lot will vary, please REPLACE #6 above with the following:
6. The maximum built -upon area per lot, in square feet, is as listed below:
Lot # BUA Lot # BUA Lot # BUA Lot # BUA
This allotted amount includes any built -upon area constructed within the lot property boundaries, and
that portion of the right-of-way between the front lot line and the edge of the pavement. Built upon area
includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate, coquina and
parking areas, but does not include raised, open wood decking, or the water surface of swimming
pools.
7. Each lot will maintain a 30** foot wide vegetated buffer between all impervious areas and surface
waters.
**50 foot for projects located in the 20 coastal counties.
8. All runoff from the built -upon areas on the lot must drain into the permitted system. This may be
accomplished through a variety of means including roof drain gutters which drain to the street, grading
the lot to drain toward the street, or grading perimeter swales to collect the lot runoff and directing them
into a component of the stormwater collection system. Lots that will naturally drain into the system are
not required to provide these additional measures.
ECFVV
AUG 0 2 205
Form DRPC-3 Rev.2 05Nov2009 Page 1 of 2
BY:

High Density Residential Subdivisions
Deed Rerktrie"ns & Protective Covenanc
V7 I 1 f a Notary Public in the
State of N0,r1�- �ArO n, County of 144 n0 i&" ,
do hereby certify that �6 _� P -h+ r 4 personally appeared
before me this the day of jy , 20 �-� , and acknowledge
the due execution of the foregoing instrument. Witness my hand and official seal,
SEAL
Coe Ow I
Signature ��.\�E SEE W��°4
Is
My Commission expires �' -' Q
� a
Form DRPC-3 Rev.2 05Nov2009 Page 2 of 2

STATE OFNORTH CAROLINA
COUNTY OFNEVI HANOVER
E o' VE
AUG 1 1 2016
BY•
DECLARATION OF COVENANTS,
CONDITIONS AND RESTRICTIONS
ROUND TREE RIDGE
This Declaration is made this the - day of August, 2016, by ROUND TREE RIDGE
Development, LLC, a North Carolina limited liability company (hereinafter referred to as the
"Declarant"), and any and all persons, firms, or corporations hereinafter acquiring any of the
within described property and any of the property hereinafter made subject to these Restrictive
Covenants of ROUND TREE RIDGE (hereinafter referred to as "Restrictions").
WITNESSETH:
WHEREAS, Declarant is the owner of certain property in, New Hanover County,
North Carolina known as ROUND TREE RIDGE; and
WHEREAS, ROUND TREE RIDGE is more particularly described by map(s) thereof
entitled "ROUND TREE RIDGE" and duly recorded in Map Book
at Page of the New Hanover County Registry, to which reference
is hereby made for amore complete description; and
WHEREAS, said ROUND TREE RIDGE lots are so situated as to comprise a
neighborhood unit, and it is the intent and purpose of the Declarant to convey the aforesaid lots
to persons who will erect thereon residences to be used for family purposes, subject to the
provisions hereinafter set forth; and
WHEREAS, Declarant has agreed to establish a general plan of development as herein set
out to restrict the use and occupancy of the property made subject to these Restrictions for the
benefit and protection of the property and for the mutual protection, welfare and benefit of the
present and the future owners thereof; and
WHEREAS, Declarant has filed and recorded separately with the Register of Deeds for
New Hanover County a Subdivision Street Disclosure Statement, which is incorporated herein
by reference as if fully set forth; and
WHEREAS, Declarant desires to provide for the preservation of the value of ROUND
TREE RIDGE made subject to these Restrictions and for the construction, maintenance and
preservation of the Common Property.

NOW, THEREFORE, in accordance with the recitals which by this reference are made a
substantive part hereof, Declarant declares that all of the property described herein on above said
recorded plat (and all future plats(s) that may be made a part hereof in the manner set forth
below) is made subject to these Restrictions and shall be held, sold and conveyed subject to the
following easements, restrictions, covenants and conditions, which are for the purpose of
protecting the value and desirability of ROUND TREE RIDGE as it now exists and may
hereafter be expanded, and that such easements, restrictions, covenants and conditions shall
burden and be appurtenant to and run with said property and be binding on all parties now or
hereafter owning said real property and their respective heirs, successors and assigns, having any
right, title or interest in the properties now or hereafter subjected to these Restrictions, and shall
inure to the benefit of each owner thereof and their respective heirs, successors and assigns.
ARTICLE I
DEFINITIONS
Section 1. "Association" shall mean and refer to ROUND TREE RIDGE
Homeowners' Association, Inc., a North Carolina non profit corporation.
Section 2. "Owner" shall mean and refer to the record Owner, whether one or more persons or
entities, of a fee simple title to any Lot which is a part of the Properties, including contract
sellers, but excluding those having such interest merely as security for the performance of an
obligation.
Section 3. "Properties" shall mean and refer to that certain real property hereinbefore described,
and such additions thereto as may hereafter be brought within the jurisdiction of the Association.
Section 4. "Common Area" shall mean all property including improvements thereto owned by
the Association for the common use and enjoyment of the Owners. The Common Area to be
owned by the Association at the time of the conveyance of the first Lot shall be the storm water
retention pond and surrounding open area designated as "common area", if any, on the plat of
ROUND TREE RIDGE together with the, mailbox area and the "wetlands" as shown on the
recorded plat as well as those areas governed by the Private Road Maintenance Agreement.
Section 5. "Lot" shall mean and refer to any plat of land shown upon any recorded subdivision
map of the properties with the exception of the Common Area.
Section 6. "Declarant" shall mean and refer to ROUND TREE RIDGE Development, LLC , its
successors and assigns if such successors and assigns should acquire more than one undeveloped
Lot from the Declarant for the purpose of development.
2

ARTICLE II
PROPERTY RIGHTS
Section 1. Owners' Easements of Enjoyment. Every Owner shall have a right and easement of
enjoyment in and to the Common Area which shall be appurtenant to and shall pass with the title
to every Lot, subject to the following provisions:
(a) the right of the Association to suspend the voting rights of an Owner for any period
during which any assessment against his Lot remains unpaid; and for a period not to exceed sixty
(60) days for any infraction of its published rules and regulations;
(b) the right of the Association to dedicate or transfer all or any part ofthe Common Area
to any public agency, authority, or utility for such purposes and subject to such conditions as
may be agreed to by the members. No such dedication or transfer shall be effective unless an
instrument agreeing to such dedication or transfer signed by two thirds (2/3) of each class of
members has been recorded.
Section 2. Delegation of Use. Any Owner may delegate, in accordance with the By -Laws, his
right of enjoyment to the Common Area and facilities to the members of his family, his tenants,
or contract purchasers who reside on the property.
ARTICLE III
MEMBERSHIP AND VOTING RIGHTS
Section 1. Every Owner of a Lot which is subject to assessment shall be a member of the
Association. Membership shall be appurtenant to and may not be separated from Ownership of
any Lot which is subject to assessment.
Section 2. The Association shall have two classes of voting membership:
Class A. Class A members shall be all Owners with the exception of the Declarant, and
shall be entitled to one vote for each Lot owned. When more than one person holds an interest in
any Lot, all such persons shall be members. The vote for such lot shall be exercised as they
determine, but in no event shall more than one vote be cast with respect to any Lot.
Class B. The Class B members shall be the Declarant and shall be entitled to three (3)
votes for each Lot owned. The Class B membership shall cease and be converted to Class A
membership on the happening of either of the following events, whichever occurs earlier:
(a) when the total votes outstanding in the Class A membership equal the totai votes
outstanding in the Class B Membership; or
(b) on December 31, 2018.
3

ARTICLE IV
COVENANT FOR MAINTENANCE ASSESSMENTS
Section 1. Creation of the Lien and Personal Obligation of Assessments. The Declarant, for
each Lot owned within the Properties, hereby covenants, and each Owner of any Lot by
acceptance of a deed therefore, whether or not it shall be expressed in such deed, is deemed to
covenant and agree to pay to the Association: (1) annual assessments or charges, and (2) special
assessments for capital improvements, such assessments to be established and collected as
hereinafter provided. The annual and special assessments, together with interest, costs, and
reasonable attorney's fees, shall be a charge on the land and shall be a continuing lien upon the
property against which each assessment is made. Each such assessment, together with interest,
costs, and reasonable attorney's fees, shall also be the personal obligation of the person who was
the Owner of such property at the time when the assessment fell due. The personal obligation for
delinquent assessments shall not pass to his successors in title unless expressly assumed by them.
Section 2. Purpose of Assessments. The assessments levied by the Association shall be used
exclusively to maintain the street and road system within the subdivision, storm water retention
facility and or the improvement and maintenance of the Common Areas specifically, but not
limited to maintaining, maintenance and repair of the private road and easement, and the storm
water pond which are located in the subdivision.
Section 2. Maximum Annual Assessment. Until January 1 of the year immediately following
the conveyance of the first Lot to an owner, the maximum annual assessment shall be Two
Hundred dollars ($200.00) per lot.
(a) From and after January 1 of the year immediately following the conveyance ofthe
first Lot to an Owner, the maximum annual assessment may be increased each year not more
than five percent (5%) above the maximum assessment for the previous year without a voteof
the membership.
(b) From and after January 1 of the year immediately following the conveyance of the
fast lot to an Owner, the maximum annual assessment may be increased by more than five
percent (5%) by a vote of two thirds (2/3) of each class of members who are voting inperson or
by proxy, at a meeting duly called for thispurpose.
(c) The Board of Directors may fix the annual assessment at an amount not in excess of
the maximum.
Section 3. Special Assessments for Capital Improvements. In addition to the assessments
authorized above, the Association may levy, in any assessment year, a special assessment
applicablc to that year only for the purpose of defraying, in whole or in part, the cost of any
construction, reconstruction, repair or replacement of a capital improvement upon the Common
Area, including fixtures and personal property related thereto, provided that such assessment
shall have the asset t of two thirds (2/3) of the vote of each class of members who are voting in
person or by proxy at a meeting duly called for this purpose.
4

Section 4. Notice and Quorum of Any Action Authorized tinder Sections 3 and 4. Written
notice of any meeting called for the purpose of taking any action authorized under Section 3 or 4
shall be sent to all members not less than thirty (30) days nor more than sixty (60) days in
advance of the meeting. At the first such meeting called, the presence of members or of proxies
entitled to cast sixtypercent (60%) of all the votes of each class of membership shall constitute a
quorum. Ifthe required quorum is not present, another meeting may be called subject to the
same notice requirement, and the required quorum at the subsequent meeting shall be one-half
( Yi) of the required quorum at the preceding meeting. No such subsequent meeting shall be held
more than sixty (60) days following the preceding meeting.
Section 5. Uniform Rate of Assessment. Both annual and special assessments must be fixed at a
uniform rate for all Lots and may be collected on a monthly basis.
Section 6. Date of Commencement of Annual Assessments: Due Dates. The annual
assessments provided for herein shall commence as to all Lots on the first day of the month
following the conveyance of the Common Area. The first annual assessment shall be adjusted
according to the number of months remaining in the calendar year. The Board of Directors shall
fix the amount of the annual assessment against each Lot at least thirty (30) days in advance of
each annual assessment period. Written notice of the annual assessment shall be sent to every
Owner subject thereto. The due dates shall be established by the Board of Directors. The
Association shall, upon demand, and for a reasonable charge, furnish a certificate signed by an
office of the Association setting forth whether the assessments on a specified Lot have been paid.
A properly executed certificate of the Association as to the status of assessments on a Lot is
binding upon the Association as of the date of its issuance.
Section 7. Effect of Nonpayment of Assessments: Remedies of the Association. Any
assessment not paid within thirty (30) days after the due date shall bear interest from the due date
at the rate of eight percent (8%) per annum. The Association may bring an action at law against
the Owner personally obligated to pay the same, or foreclose the lien against the property. No
Owner may waive or otherwise escape liability for the assessments provided for herein by non-
use of the Common Area or abandonment of his Lot.
Section 8. Subordination of Lien to Mortgage. The lien of the assessments provided for herein
shall be subordinate to the lien of any first mortgage. However, the sale or transfer of any Lot
pursuant to mortgage foreclosure or any proceeding in lieu therefore, shall extinguish the lien of
such assessment as to payments which become due prior to such 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 V
ARCHITECTURAL CONTROL
Section 1. Developer's Rights. All duties and responsibilities conferred upon the Architectural
Review Committee by this Declaration or the Bylaws of the Association shall be exercised and
performed by the Declarant or its Designee, so long as Declarant shall own any lot in the
Properties or any additions annexed thereto by Supplemental Declaration or Amendment to this
Declaration.
5

Section 2. Building and Site Improvements. (a) No dwelling, fence, wall or other structure
shall be commenced, erected, or maintained upon any Lot in the Properties, nor shall any exterior
addition to or change or alteration therein be made until the plans and specifications showing the
nature, kind, shape, heights, materials, and location of the same shall have been submitted to and
approved in writing as to harmony of external design and location in relation to surrounding
structures and topography by the Declarant, or its designee, or, after the sale of all lots by
Declarant, by the Board of Directors of the Association, or by an Architectural Review
Committee composed of three (3) or more representatives appointed by the Board. In the event
the Declarant, or its designee, or, if applicable, the Board, or its designated committee, fails to
approve or disapprove such design and location within thirty (30) days after said plans and
specification shave been submitted to it, approval will not be required and this Article will be
deemed to have been fully complied with. Refusal of approval of any such plans, location or
specification may be based upon any ground, including purely aesthetic and environmental
considerations that in the sole and uncontrolled discretion of the Declarant or Architectural
Review Committee shall seem sufficient. One copy of all plans and related data shall be
furnished to the Declarant or Architectural Review Committee, as the case may be, for its record.
Neither the Declarant nor the Architectural Review Committee shall be responsible for any
structural or other defects in plans or specifications submitted to it or any structure erected
according to suchplans and specifications.
(b) No concrete block, concrete brick, asbestos siding, aluminum siding, cinder block nor tar
paper composition shall be used for the exterior of any residence constructed on any building lot
herein conveyed, it being intended that only conventional brick, clay brick, vinyl or exterior
composition sidings for exteriors be constructed on the lots subject to these covenants.
Section 3. Approval of Plans. (a) No house plans will be approved unless the proposed house
shall have a minimum of square feet of enclosed dwelling area for one story homes and
square feet of enclosed dwelling area for two storyhomes. No home shall exceed a
maximum sq ft of for a one story home and sq ft for a 2 story home The term
"enclosed dwelling area" as used in the minimum requirements shall be the total enclosed area
within a dwelling, provided, however, that such term does not include garages, terraces, decks,
open porches, and like areas; provided, further, that shed type porches, even though attached to
the house are specifically excluded from the defmition of the aforesaid term "enclosed dwelling
area
(b) Since the establishment of inflexible building setback lines for location of houses on lots
tends to force construction of houses directly to the side of other homes with detrimental effects
on -privacy, view, preservation of important trees and other vegetation, ecological and related
consideration, specific setback lines are established by Carolina Beach Zoning. In order to
assure, however, that the foregoing considerations are given maximum effect, the site and
location of any house or dwelling or other structure upon any lot shall be controlled by and must
be approved absolutely by the Declarant or the Architectural Review Committee, as the casemay
be. Provided, however, that no dwelling shall be constructed closer than five (5) feet to an
adjoining property line.
(c) The exterior and landscaping of all houses and other structures must be complete within
twelve (12) months after the construction of same shall have commenced, except where such
completion is impossible or would result in great hardship to the Owner of builder, due to strikes,
2

fires, national emergency or natural calamities.
(d) No structure shall be erected, altered, placed, or permitted to remain on any lot, except one
(I) single family dwelling not to exceed two (2) stories in height, exclusive of any structural
pilings unless the Declarant or the Architectural Review Committee, as the case may be,
approves in writing a structure of more than two (2) stories, and one or more small accessory
buildings (which may include a detached private garage, servants quarters, or guest facilities)
provided the use of such dwelling or accessory building does not in the opinion of the Declarant
or Architectural review Committee overcrowd the site, and provided further, that such buildings
are not used for any activity normally conducted as a business. Such accessory building may not
be constructed prior to the construction of the main building.
(e) All service utilities, fuel tanks, clothes lines, wood piles, and trash and garbage
accumulations are to be enclosed within a fence, wall or plant screen of a type and size approved
by a Declarant of the Architectural Review Committee, so as to preclude the same from causing
an unsightly view from any highway, street or way within the subdivision, or from any other
residence within the subdivision. All mail boxes shall be uniform in design. Design for mail
boxes shall be furnished by the Declarant.
(f) Off street parking for not less than two (2) passenger automobiles must be provided
on each lot prior to the occupancy of any dwelling constructed on said lot, which parking areas
and the driveways thereto shall be constructed of concrete, brick, asphalt or turfstone. NO ON
STREET PARKING SHALL BE PERMITTED
(g) All front, rear and side yards shall be sodded, except for planting beds, shrubbery,
trees, patios or other areas designated by the Declarant or the Architectural Control Committee.
In the event that the need for maintenance, repair, or replacement ( other than said be
caused by fire, lightning, windstorm, hail, explosion, riot, riot attending a strike, civil
commotion, aircraft, vehicles, and smoke as the foregoing are defined and explained in North
Carolina Standard Fire and Extended Coverage Insurance Policies) is caused through the willful,
or negligent act of the Owner, his family, guests or invitees, the costs of such maintenance,
replacement or repairs shall be added to and become apart of the assessment to which such lot is
subject.
ARTICLE VI
USE RESTRICTIONS
Section 1. Land Use and Building Type. No Lot in ROUND TREE RIDGE shall be used except
for residential purposes, provided, however, this shall not prevent the Declarant from
constructing models or sales offices within the subdivision and from operating offices for the
purpose of sales and other related activities from said model or office. All Lots (herein referred
to as "single family lots") in ROUND TREE RIDGE shall be restricted for the construction of
single family dwellings only. Any building erected, altered, placed or permitted to remain on
any lot shall be subject to the provisions of Article V of this Declaration relating to architectural
control
7

Section 2. Nuisances. No noxious or offensive activity shall be carried on upon any lot, nor
shall anything be done thereon which may be or become an annoyance or nuisance to the
neighborhood. There shall not be maintained any plants or animals, nor device or thing of any
sort whose normal activities or existence are in any way noxious, dangerous, unsightly,
unpleasant or other nature that may diminish or destroy the enjoyment of other property in the
neighborhood by the Owners thereof. Itshall be the responsibility of each Lot Owner to prevent
the development of any unclean, unsightly, or un.-kept condition of buildings or grounds on such
lot which would tend to substantially decrease the beauty of the neighborhood area as a whole or
the specific area.
Section 3. Lot Maintenance. In the event that any Lot Owner shall fail or refuse to keep such
premises free from weeds, underbrush or refuse piles, or unsightly growth or objects, then, after
thirty (30) days' notice from the Architectural Review Committee, the Association or its designee
shall enter upon such lands and remove the same at the expense of the Owner, and such entrance
shall not be deemed a trespass, and in the event of such removal a lien shall arise and be created
in the favor of the Association for the full amount thereof chargeable to such Lot, including
collection costs and such amounts shall be due and payable within thirty (30) days after the
Owner is billed therefore. Such lien shall be enforceable by Court proceedings as provided by
law enforcement liens.
Section 4. Temporary Structures. No structure of a temporary character, trailer, basement, tent,
shack, garage, barn, or any other out building shall be used on anv Lot at anv time as a residence
either temporarily orpermanently.
Section 5. Recreational Vehicles. Any boat, motor boat, camper, trailer, or motor homes, or
similar type vehicle remaining on any lot at any time shall be parked in the back yard and
screened from view as not to be readily visible from the street.
Section 6. Animals. No animals, livestock, or poultry of any kind shall be maintained on any
Lot or in any dwelling except that dogs, cats, or other household pets may be kept or maintained
provided that they are not kept or maintained for commercial purposes and provided further that
they are not allowed to run free and are at all times properly leashed.
Section 7. Outside Antennas. No outside radio or television antennas shall be erected on any
Lot or dwelling unit within the Properties unless and until permission for the same has been
granted by the Board of Directors of the Association or its Architectural review Committee.
Section 8. Exterior Lights. All light bulbs or other lights installed in any fixture located on the
exterior of any building or any Lot shall be clear, white or non -frost lights or bulbs.
Section 9. Junk Vehicles and Tractor -Trailers. No inoperable vehicle or vehicle without current
registration and insurance, and no tractor -trailers will be permitted on the premises. The
Association shall have the right to have all such vehicles towed away at the Owner's expense.
Section 10. Signs. No "FOR SALE' signs or any other signs shall be permitted on any lot or in
the common areas without the permission of the Declarant or the Board of Directors, except that
a sign conforming to the New Hanover County Sign Ordinance may be placed by Declarant on
any Lot used by Declarant as a sale/rental office for the project so long as Declarant owns any
Lot in the Properties.
H.

Section 11. Tree Cutting. No trees located within ROUND TREE RIDGE with a diameter in
excess of ten (10) inches as measured a the base of the trunk at the ground level shall be cut
without the written consent of the Architectural Review Committee.
ARTICLE VII
WATER and SEWER SERVICES
Section 1. Water and Sewer Service. All lot owners shall be required to use water supplied by
the companies servicing the Properties for all household uses.
ARTICLE VIII
ANNEXATION OF ADDITIONAL PROPERTIES
Section 1. Annexation of additional property shall require the assent two-thirds (2/3) of the
members at a meeting duly called for these purposes, written notice of which shall be sent to all
members not less than thirty (30) days nor more than sixty (60) days in advance of the meet ing.
ARTICLE IX
GENERAL PROVISIONS
Section I. Enforcement. The Association, or any Owner, shall have the right to enforce, by any
proceeding at a law or in equity, all restrictions, conditions, covenants, reservations, liens, and
charges now or hereafter imposed by the provisions of the 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 wise affect any other provisions which shall remain in full force and
effect.
Section 3. Amendment. The covenants and restrictions of this Declaration shall nm with and
bind the land for a term of twenty (20) years from the date this Declaration is recorded, after
which time they shall be automatically extended for successive period of ten (10) years each.
This Declaration may be amended during the first twenty (20) year period by an instrument
signed by not less than ninety (90) percent of the Lot Owners, and thereafter by an instrument
signed by not less than seventy-five (75) percent of the Lot Owners. Any amendment must be
recorded.
W

Section 4.
The following covenants are intended to ensure ongoing compliance with State
Stormwater Management Permit Number referenced at Exhibit C, as issued by the
Division of Water Quality under NCAC 2HJ 000.
Stormwater Management. The maximum allowable built -upon area per lot is 4,000 (four
Thousand square feet.) This allotted amount includes any built -upon area constructed within the
lot property boundaries, and that portion of the right-of-way between the front lot line and the
edge of the pavement. Built upon area includes, but is not limited to, structures, asphalt,
concrete, gravel, brick, stone, slate, coquina, but does not include raised, open wood decking, or
the water surface of swimming pools. The covenants pertaining to storm water regulations may
not be changed or deleted without concurrence of the Division of Water Quality. Filling in,
piping or altering any vegetative conveyances (ditches, swales, etc.) associated with the
development except for average driveway crossings, is strictly prohibited by any persons.
Lots within CAMA's Area of Environmental Concern may have the permitted built upon area
reduced due to CAMA jurisdiction within the AEC. Further, filling in, piping or altering any
designated curb outlet swale associated with the development is prohibited by any persons.
The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the Stormwater management permit. Alteration of the drainage as
shown on the approved plan may not take place without the concurrence of the Division of Water
Quality. These Covenants are to run with the land and shall be binding on all persons and parties
claiming under them. The Covenants pertaining to storm water may not be altered or rescinded
without the express written consent of the State of North Carolina, Division of Environmental
Management. No lot owner is allowed to pipe or fill in any swale or ditch used to meet the storm
water regulations, except for driveway culverts. Each lot will maintain a 30' wide vegetated
buffer between all impervious areas and surface waters. All roof drains hall terminate at least
30' from the mean high water mark of surface waters.
STATE OF NORTH CAR.OLINA
COUNTY OF NEW HANOVER
IN TESTIMONY WHEREOF, ROUND TREE RIDGE Development, LLC, , a North
Carolina limited liability company, has caused this instrument to be executed in its company

IN TESTIMONY WHEREOF, ROUND TREE RIDGE Development, LLC, , a North
Carolina limited liability company, has caused this instrument to be executed in its company
name by its authorized member/manager with full authority to act for all of its members and
managers and said member/manager has hereunto set his hand and seal as the act and deed of the
limited liability company.
ROUND TREE RIDGE Development LLC Date:
By: ,Managing Member
EXHIBIT A
PLAT NIAP

EXHIBIT A
PLAT MAP

EXHIBIT B
STATE STORMWATER PERMIT SW8

MEMORY TRANSMISSION REPORT
FILE NO.
DATE
TO
DOCUMENT PAGES
START TIME
END TIME
PAGES SENT
STATUS
067
08.16 13:15
93439941
10
08.16 13:15
08.16 13:19
10
OK
TIME :08-16-2016 13:19
FAX NO.1
NAME

PalMcCrory9 Governor
Date:
To:
Co:
Fax:
Re:
State of North Carolaoa
Department of Environmental QB290
WH gton-Regiolw ice
FAX COVER SHEET
Donald A van der VViaaa,4 Secretary
No. Pages (excl_ cover).
From: 70 Casmer
Phone: [phone]
Fax: L910) 350-2004
127 Cardinal Drive Extension, Wilmington, NC 28405 0 [phone] 0 An Equal OpparbmitY Aff mlative Action EMployer

Hall, Christine
From:
Sent:
To:
Subject:
I can run with that. Thanks!
Hall, Christine
Friday, August 12, 2016 10:58 AM
'Adam Grady'
RE: Round Tree Ridge
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources - State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
christine. [e-mail]
127 Cardinal Drive Ext.
Wilmington, NC 28405
�-.-Nothing C4mpart+ . �.
,,,au cJ.,-5i.?oi)C;�'i>•'•,.� r, 3f;Ci ift:f"i7 i`hS ,9du?'e:'&, 1S SLIeJ%e:;i O the
P-Ji f`ih Care ina to lip y?e�;ul s I-a"w and !Y &Y be disoloso Fv ihr'rd R,' c.s.
From: Adam Grady [mailto:[e-mail]]
Sent: Friday, August 12, 2016 10:56 AM
To: Hall, Christine <[e-mail]>
Subject: Round Tree Ridge
Christine,
I updated the sheet. Please let me know if its ok, as we talked about. I checked in with them they are going with
"Round Tree Ridge." Thanks again for your help.
Thanks,
Adam Grady, P.E.
Hanover Design Services, PA
Land Surveyors, Engineers, Land Planners
1123 Floral Parkway
Wilmington, N.C. 28403
Phone: [phone] Fax: [phone]

Hall, Christine
From: Hall, Christine
Sent: Friday; August 12, 2016 10:16 AM
To: Hollis, David; 'Tom Smith; 'Steve Shuttleworth'
Cc: Weaver, Cameron
Subject: RE: request for additional info - Roundtree Ridge, SW8 160717
All,
I have had the chance to look at the items submitted yesterday. Section 111.1.a of the application still needs to be
updated to reflect the relationship between Round Tree Ridge, LLC, TRS Holdings, LLC, and Tom Smith. Can you please
either e-mail or drop-off an updated version of this page?
Thank you!
Christine
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources — State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
[e-mail]
127 Cardinal Drive Ext.
Wilmington, NC 28405
Errcri correspanderoc io and from t.F:is adb*rt ss is subject to the
;'4`orto Corolina Pubic Rcoords Lav and may be- disclosed to € V Li parties.
From: Hall, Christine
Sent: Wednesday, August 10, 2016 9:28 AM
To: Hollis, David <[e-mail]>; Tom Smith <[e-mail]>; Steve Shuttleworth
<[e-mail]>
Cc: Weaver, Cameron <[e-mail]>
Subject: request for additional info - Roundtree Ridge, SW8 160717
Gentlemen,
Attached is the request for additional information for the subject project. Please let me know if you have any questions
or concerns.
Thanks for your patience!
Christine
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources — State Stormwater Program
Department of Environmental Quality

Hanover Design Services, P.A.
Land Surveyors, Engineers, Land Planners
August 10, 2016
Christine Hall, Environmental Engineer
Energy, Mineral & Land Resources
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: Express Stormwater Project No. SW8 160717,
New Hanover County, NC
Request for additional information:
Christine:
Per your request, please find a response below to each of the comments from the letter
you sent dated August 10, 2016 for the Roundtree Ridge Express submittal:
1. Please see the attached Round Tree Ridge, LLC operating agreement showing Tom
Smith of TRS Holdings as the authorized member manager.
2. a. Article IX Section 4 of the drafted declaration of covenants, conditions and
restrictions were updated to 4,000 sf as the allowable BUA for each lot.
Two revised copies are attached.
b. Future/other impervious areas have been broken down and revised on the
plan sheets containing this information as well as page 2 of the application.
Two revised copies are attached.
3. a. Elevations were revised on the supplement to reflect the forebay for both
ponds.
b. The typo was corrected please see attached.
C. The temporary pool elevation for Pond 2 is 12.5 and has a corresponding
surface area of 26,250 sf. Please see attached.
If you have any questions or require additional information, please do not hesitate to call
me.
Sincerely,
eo �
Adam Grady, P.E.
Hanover Design Services P.A.
[e-mail]
[phone] Office
[phone] Fax
ECEIVEM
AUG 1 1 2016
BY:
aECEIVED
AUG 1 1 2016
1 123 Floral Parkway Wilmington, N.C. 28403 Phone [phone] Fax [phone]
Business Firm License No. C-0597

OPERATING AGREEMENT
OF
ROUND TREE RIDGE, LLC
A North Carolina Manager -Managed, Limited Liability Company
THE MEMBERSHIP INTERESTS REPRESENTED BY THIS OPERATING AGREEMENT
HAVE NOT BEEN REGISTERED WITH THE SECURITIES AND EXCHANGE
COMMISSION UNDER THE SECURITIES ACT OF 1933, AS AMENDED, OR UNDER
THE NORTH CAROLINA SECURITIES ACT, OR SIMILAR LAWS OR ACTS OF OTHER
STATES IN RELIANCE UPON EXEMPTIONS UNDER THOSE ACTS. THE SALE OR
OTHER DISPOSITION OF THE MEMBERSHIP INTERESTS IS RESTRICTED AS STATED
IN THIS OPERATING AGREEMENT, AND IN ANY EVENT IS PROHIBITED UNLESS
THE COMPANY RECEIVES AN OPINION OF COUNSEL SATISFACTORY TO IT AND
ITS COUNSEL THAT SUCH SALE OR OTHER DISPOSITION CAN BE MADE WITHOUT
REGISTRATION UNDER THE SECURITIES ACT OF 1933, AS AMENDED, AND ANY
APPLICABLE STATE SECURITIES ACTS AND LAWS. BY ACQUIRING THE
MEMBERSHIP INTERESTS REPRESENTED BY THIS OPERATING AGREEMENT, THE
MEMBER REPRESENTS THAT IT WILL NOT SELL OR OTHERWISE DISPOSE OF ITS
MEMBERSHIP INTERESTS WITHOUT REGISTRATION OR OTHER COMPLIANCE
WITH THE AFORESAID ACTS AND THE RULES AND REGULATIONS ISSUED
THEREUNDER.
RECEIVED
AUG , 12016
BY:-

TITLE PAGE
TABLE OF CONTENTS
RECITALS
1
OA
E
ARTICLE I -
DEFINITIONS 5
ARTICLE II -
BACKGROUND INFORMATION ON OPERATIONS 5
II.A
Formation 5
II.B
Name 6
II.0
Registered Office & Agent 6
II.D
Principal Office 6
II.E
Term 6
IIY
Purpose & Powers 6
II.G
Annual Report 6
II.H
Required Records 7
II.I
Books of Account and Records 7
ILJ
Company Tax Return and Annual Statement 7
II.K
Bank Accounts 7
ARTICLE III - MEMBERSHIP
III.A
Membership Interest reflected by Membership Units
8
III.B
Issuance of Membership Units
8
III.0
Assigmnent/Transferability/'Withdrawal from Company by
Members
8
III.D
Admission of Members; Representatives of Members
8
III.E
Nature of Member's Interests
9
III.F
Membership Approval or Consent for Certain
Transactions/Events
10
III.G
Members' Access to Information; Records
10
ARTICLE IV -
MEETINGS OF MEMBERS
10
IV.A
Annual Meetings of members
10
IV.B
Special Meetings of members
11
IV.0
Notice of Meetings of Members
I I
IV.D
Record Date
I I
IV.E
Quorum
11
IV.F
Proxies
I I
IV.G
Actions by Members
12
IV.H
List of Members Entitled to Vote
12
IV.I
Registered Members
12
2

ARTICLE V - MANAGEMENT OF THE COMPANY 12
V.A Management Vested in All Managers 12
V.B Establishment of Officers; Delegation of
Functions; Establishment of Fees 12
V.0 Signature Authority; Binding the Company 13
ARTICLE VI - LIMITATION OF LIABILITY AND INDEMNIFICATION OF
MANAGERS 13
VI.A Limitation of Liability 13
VI•B Indemnification 14
VI.0 Indemnification to and for the Managers 14
VI.D Other Rights 14
ARTICLE VII - CONTRIBUTIONS TO CAPITAL AND CAPITAL
ACCOUNTS; LOANS
14
VII.A
Capital Contribution; Loans
14
VII.B
Capital Accounts
15
VII.0
Withdrawal or Reduction of Member's
Contributions to Capital
15
VII.D
Liability of Members
15
VII.E
Valuation of Membership Interests
15
ARTICLE VIII -
ALLOCATION, DISTRIBUTIONS, ELECTIONS,
AND OTHER TAX MATTERS
16
VIII.A
Allocations
16
VIII.B
Interim Distributions
17
VIII.0
Limitation Upon Distributions
17
VIII.D
Allocations for Tax Purposes
18
VIII.E
Tax Status, Elections, and Modifications to Allocations
18
VIII.F
Tax Matters Partner
18
ARTICLE IX -
TRANSFERABILITY OF MEMBERSHIP INTERESTS;
ADMISSION OF MEMBERS
19
IXA
Transferability of Membership Interests — General Rules
19
IX•B
Rights of a Transferee
20
IX•C
Admission of Transferee as Member
20
IXD
Consequences of Transfer of Membership Interests
20
IXE
Buy— Sell Restrictions
20
ARTICLE X -
VOLUNTARY WITHDRAWAL; DISSOLUTION AND
TERMINATION
24
X.A
Withdrawal
24
X.B
Dissolution
24
X.0
Articles of Dissolution; Notice of Dissolution to Creditors
25
X.D
Distribution of Assets upon Dissolution
25
X.E
Distributions in Kind
25
3

ARTICLE XI -
MISCELLANEOUS PROVISIONS
XI•A
Competing Business
XI.B
Member Representations and Agreements
XI.0
Notice
XI.D
No Action for Partition
XI.E
Amendments
XIX
References to Law
XI.G
Governing Law; Arbitration
XI.H
Entire Agreement
XI•I
Waiver
XI J
Severability
XI.K
Binding Agreement
XI•L
Tense and Gender
XI.M
Captions
XI•N
Benefits of Agreement
XI•M
Counterparts
SIGNATURES -
SIGNATURES
APPENDIX A - DEFINITIONS
SCHEDULE I - MEMBERSHIP
SCHEDULE II - DISTRIBUTION SCHEDULE
4
25
25
26
27
27
27
27
28
28
28
28
28
29
29
29
29
29
30
33
34

ROUND TREE RIDGE, LLC.
THIS OPERATING AGREEMENT ("Agreement') of ROUND TREE RIDGE, LLC
(hereinafter referred to as the `Company'), a limited liability company organized pursuant to the North
Carolina Limited Liability Company Act, is executed on July 20, 2016, by and between the Company and
the persons executing this Agreement as its Original Member, and shall continue in full force and effect
with respect to any other persons who may become Members at an undetermined date in the future, as
provided by the terms hereunder,
WITNESSETH:
WHEREAS, The Company was organized pursuant to the North Carolina Limited Liability
Company Act ("Act', effective upon the filing of Articles of Organization by the Corporations Division
in the Office of the Secretary of State of North Carolina;
WHEREAS, the undersigned Original Member and Company have reached a written agreement
as to the affairs of the Company as outlined in this Operating Agreement;
WHEREAS, the undersigned Original Member intend that the Company be taxed for Federal and
State income tax purposes as a .partnership and not as an association if there are two or more members
(and that the Company be disregarded. as an entity separate from its owner for Federal and State tax
Purposes if it shall ever have just one Member),
WHEREAS, the undersigned Original Member desires to operate the Company in lawful
business for which limited liability companies may be organized under the Act.
AGREEMENT:
NOW, THEREFORE, based on the mutual promises and conditions contained herein and other
good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, the parties
hereto agree that the rights and obligations of the parties. and the administration, operations, dissolution,
and termination of the Company shall be governed as set forth hereafter:
ARTICLE I
DEFINITIONS
Certain terms used in this Operating Agreement (herein "Agreement") shall have the meanings
set forth in the attached Appendix A, unless otherwise expressly set forth herein.
ARTICLE H
BACKGROUND INFORMATION ON COMPANY OPERATIONS
A. Formation of a Manager-Marnaged LLC.
The Company was formed upon the effective time of filing of the Articles of Organization of the
Company by the Secretary of State. The parties to the Agreement acknowledge that the Company is a
"Manager -Managed LLC", in which only those duly appointed Managers shall conduct the day-to-day
operations of the Company.
5

B. Name.
The business and affairs of the Company shall be conducted under the name Round Tree Ridge,
LLC. The name of the Company may be changed from time to time by amending the Articles of
Organization. The Company may transact business under an assumed name by filing an assumed name
certificate in the manner prescribed by Chapter 66 of the North Carolina General Statutes.
C. Registered Office and Registered Agent.
The initial registered agent shall be Samuel B. Potter, whose address is 3907-100 Wrightsville
Avenue, Wilmington, NC 28403. The registered agent of the Company shall forward to the Company at
its last known address any notice, process, or demand that is served on the registered agent.
D. Principal Office of Company.
The principal office of the Company within the State of North Carolina shall be located at 1003 D
Bennet Lane, Carolina Beach, North Carolina 28428. At formation, the Company does not have a
principal office, but it may establish a principal office at any location so designated by the Manager(s).
E. Term.
The Company shall continue in existence until such time (if any) as specified in the Company's
Articles of Organization unless the Company is earlier dissolved and its affairs wound up in accordance
with the provisions of this Agreement or the Act.
F. Purposes and Powers.
1. The Company is organized for general business purposes, including real estate
development, but may engage in any lawful business for which limited liability companies may be
organized under the Act or Organization including, but not in any way limited to, the authority of the
Company to invest its assets in lieu of making distributions.
2. The Company shall have the same powers as an individual to do any and all things
necessary and convenient to carry out the business and affairs of the Company, including, without
limitation, the powers listed in N.C.G.S. §57D-2-03 of the Act. The Company shall carry out the
foregoing activities pursuant to the arrangements set forth in the Articles of Organization and this
Agreement.
G. Annual Report_
The Company shall file with the Secretary of State an annual report setting forth the information
required in N.C.G.S. §57D-2-24(a). The annual report shall be delivered to the Secretary of State in
accordance with the filing requirements established thereby. The Managers of the Company shall ensure
that the annual report is timely filed and that information listed therein is current.
6

H. Required Records.
The Company will maintain at its principal office (or such other location selected by the
Managers) the records required to be maintained under N.C.G.S. §57D-3-04 of the Act, which shall
include the following: (1) information regarding the status of the business and the financial condition of
the Company; (2) promptly after becoming available, a copy of the Company's Federal and State income
tax returns for the year, (3) a current list of the name and last known business, residence, or mailing
address of each Member: (4) a copy of the Articles of Organization and this Agreement and any other
amendments thereto; and (5) information regarding the amount of cash and a description and statement of
the agreed value of any other property or services contributed by each Member, and the property and
services that each Member has agreed to contribute in the future, and the date on which each became a
Member.
L Books of Account and Records.
1. A designated Manager shall maintain the Company's financial books and records and
shall determine all items of Income, Loss, Net Income, and Net Loss in accordance with accounting
principles adopted by the Members and in accordance with applicable laws and common business
practices.
2. All expenses in connection with the keeping of the financial books and records of the
Company and the preparation of audited and unaudited financial statements required to implement the
provisions of this Agreement or otherwise needed for the conduct of the Company's business shall be
borne by the Company as an ordinary expense of its business.
J. Company Tax Return and Annual Statement.
The Managers shall cause the Company to file a Federal income tax return and all other tax
returns required to be filed by the Company for each Fiscal Year or part thereof, and shall provide to each
person who at any time during the Fiscal Year was a Member with an annual statement (including, but not
limited to, a copy of Schedule K-1 to Internal Revenue Service Form 1065) indicating such Members'
share of the Company's income, loss, gain, expense, and other items relevant for Federal and State
income tax purposes. Such annual statement may be audited or unaudited as required by the Members.
K. Bank Accounts
The bank account(s) of the Company shall be maintained in such banks or financial institutions
approved by the Managers. The terms governing such accounts shall be determined by the Managers and
withdrawals from such bank accounts shall be made only by the Manager who has been designated as the
custodian of the accounting records and bank accounts.
7

ARTICLE III
MEMBERSHIP
A. Membership Interest reflected by Membership Units (or Percentages)
A Member's Membership Interest shall be reflected by Membership Units. Subject to the
Distribution Schedule attached hereto as Schedule II, each Membership Unit shall be entitled to equal
profit and distribution rights with every other Membership Unit. Each Member shall vote according to
the number of Membership Units held by such Member. The Company is authorized to issue a maximum
of 100,000 Membership Units, all of one class, which may be reflected by Membership Certificates
whose form has been approved by all of the Members. The Company may also calculate ownership
interest based upon a percentage of Membership Units. Any reference herein to Membership Units also
refers to a Member's membership percentage.
B. Issuance of Membership Units
1. Original Member. The names, addresses, Membership Interests, and Membership Unit(s)
for each of the Members of the Company are reflected in Schedule I attached hereto and incorporated as a
part hereof.
2. Subsequently Admitted Members. The Original Member will determine when and for
what consideration the Company will issue Membership Units. For each Member, the Company's
records kept in accordance with the preceding paragraph H of Article II shall state the value and the
nature of the contribution received by Company and the number and types of Membership Units received
in return by the Member.
3. Certified Statements of Membgship Intereas. At the written request of a Member, the
Company shall provide a certified Statement of Membership Interest (according to the records of the
Company), stating the number and type of Membership Units (or percentage interest) owned, as well as
any effective assignment of economic rights under those Membership Units as of the date the statement is
provided.
C. Assignment/Transferability/Withdrawai from Company by Members.
Without the prior written consent of two-thirds (2/3rds) of the existing Membership Interests of
the Members, (which consent may be given or withheld in the Member's sole discretion), no Member
may voluntarily or involuntarily Transfer (as defined in Article I) all or any part of such Member's record
or beneficial membership interest in the Company, as reflected by Membership Unit(s), except as
provided in Article IX of this Agreement. Except as otherwise permitted by this Agreement, no Member
may withdraw voluntarily from the Company without the consent of two-thirds (2/3rds) of the remaining
Membership Interests of the Members.
D. Admission of Members; Representatives of Members.
1. General Rule, How to Become a Member. A Person becomes a Member of the Company
by acquiring a Membership Interest as reflected by Membership Unit(s) from a member or directly from
the Company, but only if he/shcht is admitted to be a Member by a vote of two-thirds (2/3rds) of the
Membership Interests of the current Members.
8

2. Conditions for Admission as it Member. To be a Member, a Person must not lack
capacity or be prohibited from being a Member by applicable law. A Person shall become a Member by
expressly assenting to the provisions of this in writing; however, if such Person fails to execute such
document, he/she/it shall nevertheless be bound by this Agreement if then in effect.
3. "miring a Membership Interest from Comnauy With the exception of the Membership
interests acquired by the Original Member and Subsequently Admitted Members (per definition) no
Membership interest may be acquired from the Company without the consent of all the Members (Anti -
dilutive).
4. Acauirinir a Membership Interest from a Member. To the extent permitted by this
Agreement, a transferee of a Member's Membership Interest as reflected by Membership Unit(s), or a
portion thereof, shall become a member only if admitted to be a Member pursuant to the provisions of
paragraph C of Article IX.
5. Representatives of Members Who are Natural Persons. If a Member who is an individual
is adjudged by a court of competent jurisdiction to be incompetent to manage his person or his property,
or if an individual Member dies, the Member's guardian, conservator, executor, administrator, or other
legal representative may exercise the Member's rights only for the purpose of administering his or her
person or property, or settling his or her estate. Any guardian, conservator, executor, administrator or
other legal representative acting hereunder may be treated as a Transferee in accordance with the terms
set forth in Paragraph B of Article IX.
6. Members 3yho are Entities. In the event that a Member shall be a corporation, trust,
partnership, limited liability company, or other entity, then its entity status, with respect to death or
incompetence, shall be disregarded and the succession of the Member's interest shall be subject to the
terms hereunder as if the Membership Interest were held personally by the beneficiaries or principals
comprising the entity at the time at which its Membership Interests were acquired. Any change in entity
ownership or control shall be regarded as a transfer of the entity's Membership Interests as governed by
Article IX.
7. R esentatives of hkMbM Who Are agifila. If a member shall be a corporation, trust,
partnership, limited liability company, or other entity and is dissolved or terminated, the powers of that
Membership may be exercised by its legal representative for the purpose of liquidating, winding up, and
making final distributions of the entity's assets to its owners, beneficiaries, or creditors.
E. Nature of Members' Interests.
The Membership Interest of each Member in the Company shall be intangible personal property
for all purposes. Legal title to all Company assets shall be held in the name of the Company. Neither any
Member nor a successor, representative, transferee, nor assignee of such Member shall have any right,
title, or interest in or to any Company property or the right to partition any real or personal property
owned by the Company.
E

F. Membership Approval or Consent for Certain Transactions/Events.
The approval, agreement, or consent of two-thirds (2/3rds) of the Membership Interests of the
existing Members shall be required to: (1) admit any Person as a Member; (2) sell, transfer, or otherwise
dispose of all, or substantially all, of the assets of the Company prior to the dissolution of the Company;
(3) merge the Company into, or with, another limited liability company, foreign or domestic; (4) borrow
or lend money, or execute any mortgage, security agreement, bond, or lease or otherwise commit the
Company to any material obligation of any kind; (5) appoint officers, delegate duties, and determine the
compensation or management fees to be paid to any Member -Manager, Non -Member -Manager, or officer
of the company; (6) make capital expenditures in excess of $10,000 in the aggregate in any one Fiscal
Year; (7) make an election (if allowed by law) to make allocations on a pro rata basis based on the
number of days in a pre -death and post -death periods when a Member dies or his or her interest is
otherwise liquidated; or (8) amend or modify this Agreement or the Articles of Organization pursuant to
paragraph E of Article XI.
G. Members' Access to Information; Records.
1. Subject to the procedures set forth in subparagraph 2 following, each Member shall have
the right to obtain from the Company from time to time the records required to be maintained pursuant to
Paragraph H of Article II preceding and such other information regarding the affairs of the Company as is
just and reasonable.
2. The books and records of the Company shall be maintained at its principal office and
shall be open for inspection and examination by the Members or their representatives upon reasonable
notice during regular business hours. The records shall include a copy of the Articles of Organization,
this Agreement as amended from time to time, the Membership Schedule, the Capital Contribution
Schedule, copies of the Company's income tax returns for the three most recently ended Fiscal Years, and
all financial statements of the company for the three most recently ended Fiscal Years.
3. Nothing herein shall prohibit the Company from maintaining its records in other than
written form if the form is capable of conversion into written form within a reasonable time.
4. Nothing herein shall render any Member or other Person liable for the debts and
obligations of the Company for failing to keep or maintain the records or information subject to
inspection herein.
ARTICLE IV
MEETINGS OF MEMBERS
A. Annual Meetings of Members.
An annual meeting of the Members shall be held prior to the end of the Fiscal Year, at the
principal office of the company or at such other time and place within or without the State of North
Carolina as shall be designated by two-thirds (2/3rds) of the Membership Interests. The purposes of the
annual meeting need not be enumerated in the notice of such meeting. Meetings may be held by written
consent to action without a formal meeting.
10

B. Special Meetings of Members.
Special meetings of the Members may be called by the holders of not less than ten percent (10%)
of all of the Membership Interests as reflected in Membership Unit(s) issued by the Company. Business
transacted at all special meetings shall be confined to the purpose or purposes stated in the notice.
C. Notice of Meetings of Members.
Written notice stating the place, day, and hour of the meeting and, additionally, in the case of
special meetings, stating the principal office of the Company as the location, or at such other time and
place within or without the State of North Carolina as the Members may consent to, and the purpose or
purposes for which the meeting is called, shall be delivered not less than five (5) nor more than sixty (60)
days before the date of the meeting to each Member of record entitled to vote at such meeting.
D. Record Date.
For the purpose of determining Members entitled to notice of any meeting of Members or any
adjournment thereof, or Members entitled to receive payment of any distribution, or to make a
determination of Members for any other purpose, the date on which notice of the meeting is mailed or the
date on which such distribution is declared, as the case may be, shall be the record date for such
determination of Members. When a determination of Members entitled to vote at any meeting of
Members has been made as provided in this Paragraph, such determination shall apply to any
adjournment thereof.
E. Quorum.
For purposes of voting on matters discussed at any meeting, a Majority in Interest of all Members
entitled to vote at a Meeting, including Members attending by proxy, shall constitute a quorum at all
meetings of the Members, except as otherwise provided by law or this Agreement where a different
standard is needed. Once a quorum is present at the meeting of the Members, the subsequent withdrawal
from the meeting of any Member prior to adjournment or the refusal of any Member to vote shall not
affect the presence of a quorum at the meeting. If, however, such quorum shall not be present at the
opening of any meeting of the Members, the Members entitled to vote at such meeting shall have the
power to adjourn the meeting from time to time, without notice other than announcement at the meeting,
until the holders of the requisite amount of Membership Interests shall be present or represented.
F. Proxies.
Members may vote either in person or by one or more proxies authorized by a written
appointment of proxy signed by the Member or by a Member's duly authorized attorney -in -fact and
delivered to the Company for inclusion in the minutes or filing with the Company's records. An
appointment of proxy is valid for one month from the date of its execution unless a different period is
expressly provided in the appointment form.
11

G. Actions by Members.
Except for matters listed in Paragraph F of Article III, preceding, and any other matt,
the affirmative vote of the holders of a greater portion of the Membership Unit(s) is required t
this Agreement, the act of the Members shall be the affirmative vote of a Majority in Int
Members represented at the meeting who are entitled to vote. All actions of the Members entitled to vote
and provided for herein may be taken by written consent without a meeting. Any such action which may
be taken by the Members without a meeting shall be effective only if the consents are in writing, set forth
the action so taken, and are signed by all Members eligible to vote on such action. Members may
participate in any meeting of the Members by means of a conference telephone or similar
communications equipment, provided all persons participating in the meeting can hear one another, and
such participation in a meeting shall constitute presence in person at the meeting.
H. List of Members Entitled to Vote.
If requested by any Member in writing prior to the meeting of the Members, Company shall make
available at the commencement of a meeting a complete list of the Members entitled to vote at such
meeting, with the address of each Member and the number of Membership Units held by each (and
whether any of the economic rights have been assigned by such member under the terms of this
Agreement). Such list shall be produced and kept open at the time and place of the meeting and shall be
subject to inspection of any Member during the whole time of the meeting. However, failure to comply
with the requirements of this Article shall not affect the validity of any otherwise valid action taken at
such meeting.
I. Registered Members.
The Company shall be entitled to treat the holder of record of any Membership Interest or
Membership Unit as the holder in fact of such Membership Interest for all purposes, and accordingly shall
not be bound to recognize any equitable or other claim to or interest in such Membership Interest on the
part of any other person, whether or not it shall have express or other notice of such claim or interest,
except as expressly provided by this Agreement or the laws of North Carolina.
ARTICLE V
MANAGEMENT OF THE COMPANY
A. Management Vested in Managers Only.
The business and affairs of the Company shall be managed only by the duly appointed Managers.
For purposes of this Agreement and the management of the Company, only those Members appointed as
Managers shall be referred to as "Member -Managers," and all non -managing Members shall only be
referred to as "Members." The initial Manager of the Company is IRS Holdings, LLC, by and through
its sole -member, Tom R. Smith.
B. Establishment of Officers; Delegation of Functions; Establishment of Fees.
Officers may not be appointed or dismissed, duties may not be delegated, and management fees
may not be given without the consent of two-thirds (2/3rds) of the Membership Interests of the existing
Members in compliance with Paragraph F of Article III.
12

C. Signature Authority; Binding the Company.
1. General Rules. Only those individuals duly appointed as Managers may execute
documents binding the Company to any obligation or contract with any third party, and such individuals
shall be referred to as "Managers."
Except as indicated in Subparagraph 2 following, only Managers shall have signatory authority to
bind the Company, unless such authority has been delegated to another Person or expressly limited under
resolutions duly adopted by the Members, or otherwise restricted pursuant to the terns of this Agreement.
2. Formal Documents.
***** SUBJECT TO COMPLIANCE WITH ARTICLE III, PARAGRAPH F, ANY AND ALL
DEEDS, LEASES, PROMISSORY NOTES, MORTGAGES, DEEDS OF TRUST, BILLS OF
SALE, OR OTHER CONVEYANCE, CONTRACTS OR AGREEMENTS OF THE COMPANY
MAY ONLY BE EXECUTED BY DULY APPOINTED MANAGERS IN THE NAME OF THE
COMPANY. SUCH DOCUMENTS SHALL EVIDENCE THE COMPANY'S SEAL. *****
The format for execution of such documents may be set forth as follows:
RO .RIDG LLC (Company Seal)
le �Ik
anager
ARTICLE VI
LIIVIITATION OF LIABILITY AND
INDEMNIFICATION OF MANAGERS
A. Limitation of Liability.
No Manager or Member of the Company is liable for the obligations of the Company solely by
reason of being a Member or Manager, and no Member shall become liable by participating, in whatever
capacity, in the management or control of the business.
No Manager or Member of the Company shall be liable to the Company (or its Members) for
monetary damages for an act or omission in such person's capacity as a Manager, except as provided in
the Act for (i) acts or omissions which the Manager knew at the time of the acts or omissions were clearly
in conflict with the interest of the Company, or (ii) any transaction from which the Manager derived an
improper personal benefit.
13

B. Indemnification.
The Company shall indemnify any Manager of the Company in respect of payments made and
Personal liabilities incurred by the Manager in the authorized conduct of Company business or for the
preservation of Company business or property. The Company shall indemnify any Manager or Member
of the Company who is wholly successful, on the merits or otherwise, in the defense of any proceeding to
which he is a party because he/she is or was a Member or Manager of the Company against reasonable
expenses incurred by him/her in connection with that proceeding. The Company and its Members may,
by duly adopted resolutions, provide for indemnification of any Member or Manager for judgments,
settlements, penalties, fines, or expenses incurred in a proceeding to which the Member or Manager or
Non -Member -Manager is a party because he/she is or was a Manager or Member.
C. Indemnification To and For the Members.
Each Member shall hold and keep the other Members harmless and indemnified from any claims,
expenses, or losses incurred by any Member in excess of such Member's Membership Interest as a result
of the Member's personal guaranty of Company indebtedness, to the end that the liability and losses of
each Member shall be limited to that percentage set forth in Schedule I.
D. Other Rights.
The indemnification provided by this Agreement shall: (i) be deemed exclusive of any other
rights to which a person seeking indemnification may be entitled under any statute, agreement, vote of
Members, or otherwise, both as to action in official capacities and as to action in another capacity, (ii)
continue as to a person who ceases to be a Member or Manager (iii) inure to the benefit of the estate,
heirs, executors, administrators, or other successors of an indemnitee; and (iv) not be deemed to create
any rights for the benefit of any other person or entity. Nothing herein shall prohibit the Company from
purchasing and maintaining insurance on behalf of an individual who is or was a Member, Manager, an
employee, or an agent of the Company against liability asserted against or incurred by him/her in such
capacity.
E. Compensation.
Compensation for Manager's services shall be limited to two (2) percent of the gross sales price
of any real estate owned by the Company. Manager shall also be reimbursed for its reasonable out of
pocket expenses made on behalf of the Company and directly related to Manager's duties for the
Company. Notwithstanding the foregoing, any Manager expense in excess of $5,000.00 must be
approved by a majority of the Subsequently Admitted Members', on a percentage membership basis.
ARTICLE VII
CONTRIBUTIONS TO CAPITAL AND CAPITAL ACCOUNTS; LOANS
A. Capital Contributions.
1. Upon execution of this Agreement, the Original Member shall make the initial capital
contributions to the Company as set forth on Schedule I attached hereto. All capital contributions other
than cash shall be valued at their fair market values to be agreed to by the Members as of the date of the
contribution. Schedule I shall be amended from time to time to account for subsequently admitted
Members and their capital contributions. No member shall have any obligation to make additional capital
contributions to the Company, and no Member shall make any voluntary capital contributions to the
Company without approval of the Members.
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2. No Member shall be paid interest on any Capital Contribution of the Company.
3. Upon approval of the terms thereof by the Members, any Member may make a loan to the
Company upon commercially reasonable terms provided such terms do not result in adverse tax
consequences under the Code and applicable Treasury Regulations. Loans by a Member to the Company
shall not be considered Capital Contributions.
4. Other than any initial capital contributions, no member shall be required to contribute
additional capital to the Company, unless agreed to by unanimous consent of the Members.
B. Capital Accounts.
1. The Company shall maintain a separate Capital Account for each Member pursuant to the
principles of this Paragraph B and Treasury Regulation Section 1.704-1(b)(2)(iv). The initial Capital
Account of each Member shall be the Initial Capital Contribution of such Member. The Capital Account
shall be increased by (i) the amount of the subsequent Capital Contributions of such Member to the
Company under Paragraph A of this Article, and (ii) such Member's allocable share of Net Income
pursuant to Paragraph A of Article VIII. Such Capital Account shall be decreased by (i) the amount of
cash distributed to the Member by the Company pursuant to Paragraph B of Article VIII and (ii) such
Member's allocable share of Net Loss pursuant to paragraph A of Article VIII.
2. The provisions of this Paragraph B and other portions of this Agreement relating to the
property maintenance of Capital Accounts are designed to comply with the requirements of Treasury
Regulation Section 1.704-1(b). The Members intend that such provisions be interpreted and applied in a
manner consistent with such Treasury Regulations. The Members are authorized to modify the manner in
which the Capital Accounts are maintained if the Members determine that such modification (i) is
required or prudent to comply with the Treasury Regulations, and (ii) is not likely to have a material
effect on the amounts distributable to any Member upon the dissolution of the Company.
C. Withdrawal or Reduction of Member's Contributions to Capital.
1. No Member shall have the right to withdraw all or part of his/her/its Capital Contribution
or to receive any return on any portion of his/her/its Capital Contribution, except as may be otherwise
specifically provided in this Agreement and the Distribution Schedule attached hereto as Schedule II.
Under circumstances involving a return of any Capital Contribution, a Member may, but shall not have an
absolute right to, receive property other than cash.
2. No Member shall have priority over any other Member, either as to the return of Capital
Contributions or as to Net Income, Net Losses, or distributions, provided that this subparagraph shall not
apply to loans (as distinguished from Capital Contributions) which a Member has made to the Company,
except as expressly set forth in the Distribution Schedule attached hereto as Schedule II.
D. Liability of Members.
No Member shall be liable for the debts, liabilities, or obligations of the Company beyond
his/her/its respective Initial Capital Contribution and any additional capital contribution required of such
Member pursuant to paragraph A of Article VII above, except to the extent personally guaranteed on
Company loans. All Members are required to sign individually and guarantee loans and provide financial
information and other such documentation required by lending institutions. This Paragraph is not
intended to effect the indemnification requirements set forth in Article XI(B) of this Agreement.
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E. Valuation of Membership Interest.
All Membership Interests shall be valued in accordance with their pro-rata share of the Company
based upon the total valuation of the Company and its assets and liabilities.
ARTICLE VIII
ALLOCATIONS, DISTRIBUTIONS, ELECTIONS, AND OTHER TAX MATTERS
A. Allocations.
The following provisions shall apply if there are two or more Members of the Company:
1. General Rules on Allocating Fronts and Losses. Subject to the provisions of Paragraph
A(2) following, the net income or net profit or net loss of the company for the Fiscal Year, if any, shall be
allocated to each Member based on such Member's Membership Interest as reflected by Membership
Unit(s), prorated for any fractional part of an applicable Fiscal Year of the Company. For purposes of this
Agreement, "net income" or "net profit" or "net loss" shall be determined in accordance with the accrual
method of accounting, consistently applied, and in accordance with the regulations promulgated under
Section 704 of the Code.
2. Special Allocations. The following special allocations shall be made in the following
order and priority to the extent applicable:
a. Minimum Gain Chime Back. Notwithstanding any other provision of this Article, if
there is a net decrease in the Company minimum gain during any Fiscal Year or any other period, prior to
any other allocation pursuant hereto, each member shall be specifically allocated items of Company
income and gain for such Fiscal Year (and, if necessary, subsequent years) in an amount and manner
provided by Treasury Regulations Section 1.704-2(f) or Section 1.704-2(i). The items to be so allocated
shall be determined in accordance with Treasury Regulation Section 1.704-2.
b. Qualified Income Offset. Any Member who unexpected receives an adjustment,
allocation, or distribution described in Treasury Regulation Section 1.704-2(b)(2)(ii)(d)(4), and (5) or (6)
that causes or increases a negative balance in his capital account (in excess of any amount that Member is
obligated to restore) shall be allocated items of income and gain sufficient to eliminate such excess or
negative balance caused thereby, as quickly as possible, to the extent provided by such Treasury
Regulation.
C. Gross Income Allocation. In the event any Member has a deficit capital account balance
at the end of any Company Fiscal Year which is in excess of the sum of (i) the amount such Member is
obligated to restore pursuant to any provision of this Agreement, and (ii) the amount such Member is
deemed to be obligated to restore pursuant to the penultimate sentences of Treasury Regulation Sections
1.704-2(g)(1) and 1.704-2(i)(5), each such Member shall be specifically allocated items of Company
income and gain in the amount of such excess as quickly as possible provided that an allocation pursuant
to this subparagraph shall be made only if and to the extent that such Member would have a deficit capital
account balance in excess of such sum after all other allocations provided for in this Article have been
made as if this subparagraph were not in this Agreement.
d. Section 704(b) Limitation. Notwithstanding any other provision of this Agreement to the
contrary, no allocation of any item of income or loss shall be made to a Member if such allocation would
not have "economic effect" pursuant to Treasury Regulation Section 1.704-1(b)(2)(ii) or otherwise be in
16

accordance with his interest in the Company within the meaning of Treasury Regulation Sections 1.704-
I (b)(3) and 1.704-2. To the extent an allocation cannot be made to a Member due to the application of
this subparagraph d, such allocation shall be made to the other Member or Members entitled to receive
such allocation hereunder.
e. Curative Allocations. Any allocations of items of income, gain, or loss pursuant to the
preceding subparagraphs a-d hereof shall be taken into account in computing subsequent allocations
pursuant to this Article so that the net amount of any items so allocated and the income, losses, and other
items allocated to each Member pursuant to this Article shall, to the extent permitted by applicable
Treasury Regulations be equal to the net amount that would have been allocated to each Member had no
allocations ever been made pursuant to the preceding subparagraphs a-d.
f. Tax Allocations: Code Section 7ftcl. In accordance with Code Section 704(c) and the
Treasury Regulations thereunder, income, gain, loss, and deduction with respect to any property
contributed to the capital of the Company shall, solely for tax purposes, be allocated among the Members
so as to take into account any variation between the adjusted basis of such property to the Company for
Federal income tax purposes and its fair market value at the time of its contribution. Allocations pursuant
to this subparagraph are solely for purposes of Federal, State, and local taxes and shall not affect or in any
way be taken into account in computing any Member's capital account or share of income, losses, other
items, or distributions pursuant to any provision of this Agreement.
B. Interim Distributions.
Except as provided in Paragraph C of this Article, the Members may distribute Distributable Cash
and other property at such times and in such amounts as they shall determine in their sole discretion. All
interim distributions of Distributable Cash or other property shall be allocated to the Members in
proportion to the economic rights held by such Member(s) or other Person(s) holding such rights
associated with a Member's Membership Interest, subject only to the Distribution Schedule attached
hereto as Schedule II.
As a Limited Liability Company, net profits of the company are taxed directly to the Members,
even if such profits are not distributed. Because such taxation could, without any corresponding
distribution, cause a hardship of some Members, the Members desire to have the Company pay
distributions to all Persons who were Members for any portion of each particular Fiscal Year of the
Company in an amount at least sufficient for the Members to pay their Federal and State income taxes on
their shares of Company income, as determined in good faith, by the Company's regularly engaged
certified public accountant or tax return preparer, pro rata in accordance with such Member's
Membership Interest percentage. Each Member shall vote in favor of the Company's obligation to pay
the distributions in the amounts referred to in this paragraph unless all of the Members determine that the
Company does not have sufficient cash in which to make such distribution.
Any amounts distributed hereunder for the particular Fiscal Year shall, to the extent not
distributed earlier, be distributed to the Members not later than the 15s' day of April next following the
close of the Fiscal Year. If one is a Member for part of a Company's Fiscal Year, the distribution shall be
the same as that for those who are Members for the entire year but reduced pro rata for the number of
months he or she was not a Member.
C. Limitation Upon Distributions.
17

No distribution shall be declared and paid if such distribution would cause the Company to
violate any limitation on distributions provided in the Act. Further, no distributions shall be made until
such time as all bank debt and member loans have been repaid, in full, including all applicable interest.
D. Allocations for Tax Purposes
Except as otherwise provided herein, each item of Income, Net Income, or Net Loss of the
Company shall be allocated to the Members in the same manner as such allocations are made for book
Purposes. pursuant to paragraph A of this Article. In the event of a transfer of, or other change in, an
interest in the Company during the Fiscal Year, each item of taxable income and loss shall be prorated in
accordance with Section 706 of the Code using any convention permitted by law and selection by the
Members.
E. Tax Status, Elections, and Modifications to Allocations.
1. Notwithstanding any provision contained in this Agreement to the contrary, solely for
Federal income tax purposes, each Member hereby recognizes that the Company will be subject to all
Provisions of Subchapter K of the Code if there are two or more Members (and disregarded if there is
only one Member); provided, however, that the filing of all required returns under Subchapter S or
otherwise shall not be construed to extend the purposes of the Company or expand the obligations or
liabilities of the Members under state law.
2. The Members, in their sole discretion, may cause the Company to elect, pursuant to
Section 754 of the code and the Treasury Regulation, to adjust the basis of the Company assets as
provided by Section 743 and 734 of the code and the Treasury Regulations thereunder. The Company
shall make such elections for Federal income tax purposes as may be determined by the Members acting
in their sole and absolute discretion.
3. The Members shall prepare and execute any amendments to this Agreement necessary for
the Company to comply with the provisions of the Treasury Regulations Sections 1.704-1(b), 1.704-1(c),
and 1.704-2 upon the happening of any of the following events: (I) incurring any liability which
constitutes a "nonrecourse liability" as defined in treasury Regulation Section 1.704-2(b)(3) or a "partner
nonrecourse debt" as defined in Treasury Regulations Section 1.704-2(b)(4);(ii) constructive termination
of the Company pursuant to Code Section 808 (b)(1)(13); or (iii) the contribution or distribution of any
property, other than cash, to or by the Company.
F. Tax Matters Partner.
To the extent necessary, the Members shall designate a Manager as the "Tax Matters Partner" for
Federal income tax purposes in accordance with the provisions of Code Section 6231 (a)(7) and Treasury
Regulations promulgated thereunder. The Tax Matters partner is authorized and required to represent the
Company in connection with all examinations of the Company's affairs by tax authorities, including
resulting administrative and judicial proceedings, and to expend Company funds for professional services
and costs associated therewith. The Tax Matters partner shall have the final decision -making authority
with respect to all Federal income tax matters involving the Company. The Members agree to cooperate
with the Tax Matters partner and to do or refrain from doing any or all things reasonably required by the
Tax Matters Partner to conduct such proceedings. Any direct out-of-pocket expenses incurred by the Tax
Matters Partner in carrying out the Tax Matters Partner's obligations hereunder shall be allocated to and
charged to the Company as an expense of the Company for which the Tax Matters Partner shall be
reimbursed. As of the date of this Agreement, Tom R. Smith is designated as the Tax Matters Partner.
18

ARTICLE IX
TRANSFERABILITY OF MEMBERSHIP INTERESTS; ADMISSION OF MEMBERS
A. Transferability of Membership Interests — General Rules
1. Ge-ueral Prohibition A,g Utt and Transfer. Without the prior written consent of two-
thirds (2/3rds) of the Membership Interests of the remaining Members (which consent may be given or
withheld in their sole discretion), a Member shall not at any time "Transfer" (as defined in Article 1) or
create or suffer to exist any Encumbrance (as defined below) against all or any part of his/her/its
Membership Interest except that Members shall be permitted to assign the economic rights associated
with his/her/its Membership Interest as reflected by Membership Unit(s) to any "Permitted Transferee"
(as defined below) in accordance with the conditions and limitations set forth in Subparagraph 3 of this
Paragraph. For purposes of this Article, "Encumbrance" means any lien, pledge, encumbrance, collateral
assignment, or hypothecation.
2. Transferability of Management Rights A Member's management rights may not be
transferred independently of corresponding economic rights.
3. Transfers of Membership interest to Permitted Transferees A "Permitted Transferee" of
all or any part of a Member's Membership Interest as reflected by Membership Unit(s) shall have only the
rights, powers, and privileges set out in paragraph B of this Article or as otherwise provided by law and
shall not become a Member of the Company except as provided in paragraph C of this Article. A
"Permitted Transferee" shall consist of the organizers and those Persons who are direct descendants
thereof (and any trusts established exclusively for their benefit whose terms have been approved by a
Majority in Interest of all Members).
4. Transfers Not Made in Accordance with Agreement Any Transfer not made in
accordance with these conditions and limitations set forth in this Article and otherwise in this Agreement
shall be null and void. If a Member offers or attempts to, or Transfers, or attempts to withdraw, or creates
or suffers to exist any Encumbrance against all or any part of his/her/its Membership Interest reflected by
Membership Unit(s) in violation of this Agreement, then such may, in the exercise of the remaining
Members' sole discretion, result in the forfeiture of any and all management rights held by such Member
and the treatment of such violation as a "Buy -Sell Event" (as defined below).
5. Voluntary Transfers. If a Member desires to voluntarily Transfer all or part of his/her/its
Membership Interest, such Member shall fast provide the Company, and then the remaining Members,
with an option to purchase and, if exercised, said Member shall sell such offered Membership Interest to
the Company or the remaining Members at the Value set forth in Paragraph E-4 of this Article.
Notification and exercise of this option shall comply with the terms set forth in paragraph E-3 of this
Article. If the option to purchase is not exercised by the Company and/or the remaining Members as
provided in Paragraph E-3 of this Article, then such Member may voluntarily Transfer all or part of
his/her/its Membership Interest to a third party upon such mutually agreeable terms as the third party and
such Member may establish, provided, however, that such transferee shall only have the rights of a
transferee as set forth in paragraph B of this Article. Further, such transfer may only be made if it has no
adverse consequences for any loans on the property or assets of the Company.
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B. Rights of a Transferee.
Unless and until admitted as a Member of the company in accordance with Paragraph C of this
Article, a transferee of a Membership Interest as reflected by Membership Unit(s) shall not be entitled to
any of the rights, powers, or privileges of a Member except that the transferee shall be entitled to receive
the distributions and allocations associated with the transfer of the economic rights of the Membership
Interest to which the Member would be entitled but for the transfer of his/her/its Membership Interest,
provided that the Company has received notice of the assignment and has duly noted the assignment in its
records. The transferee derives his/her/its rights exclusively through the Member/assignor. Any
transferee in receipt of economic rights takes the assignment subject to any claims or offsets the Company
or other Members may have against the Member/assignor.
C. Admission of Transferee as Member.
A transferee of a Membership Interest may be admitted as a Member of the Company upon
furnishing to the Company all of the following:
1. The proposed transferee's consent to become a Member and acceptance, in a form
satisfactory to a Majority in Interest of all Members, of all terns and conditions of this Agreement, along
with a consent to any requirements imposed on Members or their assigns or transferees by and loan
documents with any of the Company's lenders;
2. Payment by the proposed transferee of such reasonable expenses as the Company may
incur in connection with the proposed transferee's admission as a Member;
3, At the Company's election, receipt by the Company of an opinion of counsel, satisfactory
in form and substance to a Majority in Interest of all Members, that such admission will not (i) violate any
Federal or applicable State securities law, (ii) prevent the Company from being taxed as a partnership for
Federal income tax purposes, or (iii) otherwise adversely affect the Company or its Members; and
4. The written consent of a majority of the Membership Interests of the current Members to
admit the transferee as a Member.
D. Consequences of Transfer of Membership Interests.
In the event of a permitted transfer of all or any part of a Member's Membership Interest, the
Member shall remain a Member of the Company to the extent of his/her/its retained Membership Interest.
A Member ceases to be a Member of the company upon the transfer of all of his/her/its Membership
E. Buy -Sell Restrictions.
1. Events Triggering Buy -Sell Option. Each of the following events shall constitute a `Buy -
Sell Event" under the terms of this Agreement:
a. Any purported voluntary or involuntary Transfer (as defined to Article 1) of all or any
part of a Member's Membership Interest (as reflected in Membership Units) in a manner not expressly
permitted by this Agreement;
20

b. Any material breach of this Agreement by a Member that is not cured within ten (10)
days after written notice of such breach is given to the Member by the Company;
C. Attempt by a Member to withdraw any of his/her/its capital account from the Company
or otherwise withdraw other than as may be expressly permitted by Paragraph A of Article X of this
Agreement;
d. In the case of an individual Member, the Member's death or adjudication by a court of
competent jurisdiction as incompetent to manage the Member's person or property;
e. In the case of a Member who is a trust, termination of the trust (but not mere substitution
of a new trustee;
f. In the case of a Member who is a partnership or another limited liability company,
dissolution and commencement of a winding -up of the entity, or in the case of a Member who is a
corporation, dissolution of the corporation or revocation of its charter, or a transfer of fifty percent (50%)
or more of any of the preceding entities;
g. In the case of a Member who is an estate, the distribution by the fiduciary of the estate's
Membership Interest in the Company (in whole or in part).
2. Buy -Sell Notice.
a. Buy -Sell v t Other Than Death. Upon the occurrence of a Buy -Sell Event other than
death, the Member to whom such event has occurred (the "Withdrawing Member"), or its legal
representative shall give notice of the Buy -Sell Event (the "Buy -Sell Notice") to the other Members and
to the Company within ten (10) days after its occurrence. With regard to any domestic proceeding, the
other Members' actual knowledge of the commencement of such a proceeding shall be treated as receipt
of a Buy -Sell Notice. With regard to any attempt to voluntarily withdraw or transfer a Member's
Membership Interest (as reflected in Membership Units) in violation of the terms of this Agreement, or
with regard to any material breach of this Agreement that is not otherwise cured within the ten-day cure
period set forth in Paragraph E of Article IX, the other Members' actual knowledge of an attempt to
withdraw or Transfer or of such breach shall be treated as receipt of a Buy -Sell Notice with the Purchase
Price paid under such circumstances subject to offset as set forth in paragraph A of Article X.
b. Death of a Member, Upon the death of a Member, which shall be deemed the date of the
Buy -Sell Notice, first the Company, then the remaining Members shall have a six (6) month option (i.e.,
six months from the date of death) to purchase and the deceased Member's personal representative shall
have a six (6) month option (i.e., six months from the date of death) to sell to the Company or the
remaining Members such deceased Member's Membership Interest described in accordance with the
procedures set forth in Paragraph E-4 of Article IX. For purposes of this Agreement, said deceased
Member may be referred to as a Withdrawing Member.
3. Exercising Option to Purchase Upon the occurrence of a Buy -Sell Event other than
death which is covered by the terms set forth in the preceding Paragraph E-2(b) of this Article, the
Company (and if not exercised by the Company, each of the Members, except the Withdrawing Member
and any other Withdrawing Members) shall have the option to redeem or purchase (the Purchase Option")
the Withdrawing Member's Membership Interest (as reflected in Membership Units) at Closing (as
deemed below) on the terms and conditions set forth in this Article.
21

The Company must give written notice of its election to exercise the Purchase Option to the
Withdrawing Member and all other Members within thirty (30) days following delivery of the Buy -Sell
Notice. If the Company shall not have exercised the Purchase Option by the expiration of this period, or
if the Company shall waive its right to exercise the Purchase Option in writing provided to all of the
Members and the Withdrawing member, then the right to exercise the Purchase Option shall be allocated
among the Members who elect to purchase (the "Purchasing Members") in the proportion they mutually
agree upon, or, in the absence of agreement, in the ratio that each of the purchasing Members'
Membership Unit(s) bears to the aggregate Membership Units held by all members. The Purchasing
Members must given written notice of their election to exercise the Purchase Option to the Withdrawing
Member and all other Members within thirty (30) days following the expiration of the company's thirty
(30) day period or thirty (30) days from the Company's waiver in writing.
4. Purchase Price. The purchase price for the Withdrawing Member's Membership Interest
(as reflected by Membership Units) shall be the "Value" of the Withdrawing Member's Interest
percentage applied to the "Value" of the Company determined in accordance with the following
procedures:
a. Value of Entity. "Value" of the Company shall be the fair market value of the property
and assets of the Company, less any outstanding debts, liens and encumbrances, to be negotiated and
agreed upon by the Members and the Company, and if agreement cannot be reached within thirty (30)
days after election is made to make the purchase (or in the case of a Member's death, within ninety (90)
days after death), the value of such property shall be determined by an appraisal to be made by an
independent appraiser who shall be a member of the American Institute of Real Estate Appraisers holding
a MAI designation and who shall be selected by a two-thirds (2/3rds) vote of the Membership Interests of
the current Members. The cost of such appraisal shall be paid by the Company and reimbursed by the
selling party at closing.
b. Payment Terms. The Value of the Member's Membership Interest determined hereunder
shall be paid in cash at closing, or via promissory note with a term of no more than thirty-six (36) months,
with equal payments of principal and interest so that the purchase price is paid in full with the final
payment (ie no balloon) at six (6) percent interest per annum. Nothing herein shall prevent or require that
the Company fund any redemption of a deceased Member's Membership Interest without Insurance.
5. CjgjjA , The closing of the formal transfer of any Membership Interest (as reflected in
Membership Units) pursuant to this Article shall take place on the date agreed upon by the purchaser(s)
and the seller, but not later than one hundred and eighty (180) days after the occurrence of the respective
Buy -Sell Event. At closing, the Member selling his/her/its Membership Interest (as reflected by
Membership Units) shall endorse any certificates and shall execute and deliver such assignments and
other instruments as may be reasonable necessary to evidence and carry out the redemption or purchase of
his/her/its Membership Interest (as reflected by Membership Units). In connection with the sale of any
Membership Interest under this Article, unless otherwise agreed by the Purchaser(s) and seller, the
purchaser(s) will assume the seller's allocable portion of Company obligations to the extent related to the
transferred interest, other than income tax liabilities of the seller. Notwithstanding any other provision in
the Article, any transferee, assignee, or purchaser of a Member's Membership Interest (as reflected by
membership Units) as provided herein shall only have the rights granted to him under this Article and
shall not be admitted as Member without full compliance with this Article. Except for the provisions of
Article X regarding a Permitted Withdrawal, this subparagraph shall not affect the time period for
payment as set forth in subparagraph 4(b) of this Article. All costs of closing shall be the responsibility
of the selling party.
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6. Effect on Withdrawing Member's Membership Interest. From the date of the occurrence
of the Buy -Sell Event to the date of the transfer of the Withdrawing Member's Membership Interest (as
reflected by Membership Units) under this Article, the Membership Units represented by the
Withdrawing Member's Membership Interest will be excluded from any calculation of the aggregate of
all Membership Units held for purposes of determining the approval required of Members under this
Agreement. Without limiting the generality of any other provision of this Agreement, upon the exercise
of the Purchase Option, the Withdrawing Member, without fiuher action, will have no further rights in
the Company or against the Company, any Member, or any officer other than the right to receive payment
for his/her/its Membership Interest in accordance with this Article.
7. failure to Exercise Purchase 0, 99on. In the event the Company and the Members do not
exercise their Purchase Options provided in this Article, the Withdrawing Member(s) or its executor,
administrator, or other legal representative in the event of death or declaration of legal incompetency may
transfer the economic rights in the Membership Interest of the Withdrawing Member to any Person,
provided, however, that any transferee of the Withdrawing Member's Membership Interest, as provided
herein, shall not have an adverse effect on the Company's debt, shall only have those rights specified in
Paragraph B of this Article, and shall not be admitted as a Member without full compliance with
Paragraph C of this Article, and, in any event, shall be subject to the Buy -Sell restrictions set forth in this
Article.
8. Notice of Restrictions. If the Company shall issue Membership Certificates representing
the number of Membership Units held by all Members in accordance with the terms of this Agreerent,
such certificates shall conspicuously set forth the Buy -Sell restrictions set forth in this Article. In any
event, even if such restrictions are not noted on the certificate, such restrictions shall be brought to the
attention of any party interested in acquiring any or all of a Member's Membership Interest before any
attempts are made to transfer or convey such interests. The failure to bring notice of these restrictions to
the attention of said interested party shall be deemed to be a material breach of this Agreement.
9. Insurance for Redemptions of Death of a Member. The Company may, but shall not be
required to, buy, maintain, and be the beneficiary of life insurance policies on the life of any or all of the
Members. Each member shall cooperate fully in any such purposes, including submitting to any physical
examinations and providing any medical information required by the insurer.
23

ARTICLE X
VOLUNTARY WITHDRAWAL; DISSOLUTION AND TERMINATION
A. Withdrawal.
Except as otherwise provided in this Agreement, no Member shall at any time have the right to
retire or withdraw from the Company or withdraw any amount out of his Capital Account. Any Member
retiring or withdrawing in contravention of this Ad 'c a X. Section A shall indemnify, defend, and hold
harmless the Company and all other Members (other than a Member who is, at the time of such
withdrawal, in default under this Agreement) from and against any losses, expenses, judgments, fines,
settlements or damages suffered or incurred by the Company or any such other Member arising out of or
resulting from such retirement or withdrawal.
B. Dissolution.
1. The company shall be dissolved upon the first of the following to occur:
a. When the period fixed for the duration of the Company in the Articles of Organization
shall expire;
b. When a Buy -Sell Event has occurred with respect to a Member and within ninety (90)
days, two-thirds (2/3rds) of the Membership Interests of the remaining Members elect to dissolve the
Company;
C. Upon the election to dissolve the Company by two-thirds (2/3rds) of the Membership
Interests of the Members;
d. The entry of a decree of judicial dissolution or the issuance of a certificate for
administrative dissolution under the Act.
2. Upon dissolution of the Company: (a) the business and affairs of the Company shall
terminate; and (b) the Members (or if none exist, the legal representative or successor to the Members)
shall wind-up the Company's affairs by, as promptly as reasonably possible, following the dissolution so
as to obtain the fair market value for the Company's assets, collecting the Company's assets, disposing of
the Company's properties that will not be distributed in kind to its Members, discharging or making
provision for discharging its liabilities, and distributing the remaining assets as provided in N.C,G.S.
§57D-6-07 and §57D-6-08.
24

3. Dissolution of the Company shall be effective as of the day on which the event occurs
giving rise to the dissolution, but the Company shall not terminate until there has been a winding -up of
the Company's business and affairs and the assets have been distributed as provided in this Article.
4. Upon dissolution of the Company, the Members may cause any part or all of the assets or
the Company to be sold in such manner as the Members shall determine in an effort to obtain the best
process for such assets, provided, however, that the Members may distribute assets of the Company in
kind to the Members to the extent practicable.
C. Articles of Dissolution; Notice of Dissolution to Creditors.
Upon the dissolution and commencement of the winding -up of the Company, the Members shall
cause Articles of Dissolution to be executed on behalf of the Company and filed with the Secretary of
State. Notice of the dissolution shall be brought to the attention of creditors in accordance with the
provisions set forth in N.C.G.S. §§57D-6-10 and 57D-6-11. The Members shall execute, acknowledge,
and file any and all other instruments necessary or appropriate to reflect the dissolution of the Company.
D. Distribution of Assets Upon Dissolution.
In settling accounts after dissolution, the assets of the Company shall be paid in the following
order:
1. First, to creditors in the order of priority as provided by law, not including Members who
are also creditors of the Company;
2. Second, to Member's who have loaned funds, evidenced by a written promissory note. In
the event insufficient funds remain to pay all Member loans, then such remaining funds shall be divided
pro rate among the Member's outstanding loans;
3. Third, an amount equal to the then remaining credit balances in the Capital Accounts of
the Members shall be distributed to the Members in proportion to the amount of such balances; and
4. Fourth, any remainder shall be distributed to the Members of the Company in proportion
to their Membership interest.
E. Distributions in Kind.
If any real assets of the Company are distributed in kind, such assets shall be distributed to the
Members entitled thereto as tenants -in -common in the same proportions as the Members who would have
been entitled to cash distributions had such property been sold for cash and the net proceeds thereof
distributed to the Members. If distributions in kind are made to the Members upon dissolution and
liquidation of the Company, then the Capital Account balances of such Members shall be adjusted to
reflect the Members' allocable share of gain or loss which would have resulted if the distributed property
had been sold at its fair market value.
ARTICLE XI
MISCELLANEOUS PROVISIONS
A. Competing Business.
25

Except as otherwise expressly provided in this Agreement or the Act, neither the Managers,
Members, nor any of their shareholders, directors, officers, members, managers, employees, partners,
agents, family members or affiliates shall be prohibited or restricted in any way from investing in or
conducting, either directly or indirectly, business of any nature whatsoever, including the ownership and
operation of businesses or properties similar to or in the same geographical area as those operated or held
by the Company.
Except as otherwise provided in this Agreement or the Act, any investment in or conduct of any
such businesses by any such Person shall not give rise to any claim for damages or an accounting by any
Member or the Company or any right or any interest therein or the profit therefrom.
B. Member Representations and Agreements.
As a Manager -Managed Limited Liability Company, it is the understanding of the Members that
a Membership Interest (or Membership Unit(s) with respect thereto) will not be a "security" as that term
is defined in the Securities Act of 1933. However, if it is later determined that any Membership Interest
or Membership Unit is a "security", then the following provisions shall apply:
Notwithstanding anything contained in this Agreement to the contrary, each Member hereby
represents and warrants to the Company and to each other that: (a) the Membership Interest of such
Member is acquired for investment purposes only, for the Member's own account, and not with a view to
or in connection with any distribution, re -offer, resale, or other disposition not in compliance with the
Federal Securities Act of 1933, as amended, and the rules and regulations thereunder ("the 1933 Act")
and applicable state securities laws; (b) such Member, along or together with the Member's
representatives, possesses such expertise, knowledge, and sophistication in financial and business matters
generally, and in the type of transactions in which the Company proposes to engage in particular, that the
Member is capable of evaluating the merits and economic risks of acquiring and holding the Membership
Interest and the Member is able to bear all such economic risks now and in the future; (c) such Member
has had access to all of the information with respect to the Membership Interest acquired by the Member
under this Agreement that the Member deems necessary to make a complete evaluation thereof and has
had the opportunity to question other Members concerning such Membership Interest; (d) such Member's
decision to acquire the Membership Interest for investment has been based solely upon the evaluation by
the Member; (e) such Member is aware that the Member must bear the economic risk of an investment in
the Company for an indefinite period of time because Membership Interests have not been registered
under the 1933 Act or under the securities laws of various states and, therefore, cannot be sold unless such
Membership Interests are subsequently registered under the 1933 Act and any applicable state securities
laws or an exemption from registration is available; (f) such Member is aware that only the Company can
take action to register Membership Interests under the 1933 Act or under the securities laws of various
states and the Company is under no such obligation and does not propose to attempt to do so; (g) such
Member is aware that this Agreement places restrictions on the ability of a Member to sell, transfer,
assign, mortgage, hypothecate, or otherwise encumber the Member's Membership Interest; (h) such
Member agrees that the Member will truthfully and completely answer all questions, and make all
covenants, that the Company may contemporaneously or hereafter ask or demand for the purpose of
establishing compliance with the 1933 Act and applicable state securities laws: and (i) if that Member is
an organization that is duly organized, validly existing, and in good standing under the laws of its state of
organization and that it has full organizational power and authority to execute and agree to this
Agreement and to perform its obligations hereunder.
26

C. Notice.
1. All notices, demands, or requests provided for or permitted to be given pursuant to this
Agreement must be in writing, except as otherwise provided in this Agreement.
2. All notices, demands, and requests to be sent to any Member pursuant to this Agreement
shall be deemed to have been properly given or delivered if addressed to such person at the address as it
appears on the Company records and (i) personally served, (ii) deposited for next day delivery by Federal
Express, or other similar overnight courier services, (iii) deposited in the United States mail, prepaid and
registered or certified with return receipt requested, (iv) transmitted via telecopier or other similar device,
or emailed, to the attention of such person with receipt acknowledged, or (v) otherwise deposited in the
United States mail, first class, postage prepaid, in an envelope addressed to said Member at his/her/its last
known address.
3. All notices, demands, and requests so given shall be deemed received; (i) when actually
received, if personally delivered, deposited for next day delivery with an overnight courier or received by
the Member by email or telecopier, or mailed by first class United States mail, or (ii) as indicated upon
the return receipt if deposited in the United Sates mail with return receipt requested.
4. The Members shall have the right from time to time and at any time during the term of
this Agreement to change their respective addresses by delivering to the other parties written notice of
such change in the manner prescribed in subparagraph 2 of this Paragraph above.
5. All distributions to any Member shall be made in person or at the address to which
notices are sent unless otherwise specified in writing by any such Member.
D. No Action for Partition.
No Member shall have any right to maintain any action for partition with respect to the property,
real or personal, of the Company.
E. Amendments.
This Agreement and/or the Articles of Organization may only be amended or modified by a
written Agreement approved of and executed by two-thirds (2/3rds) of the Membership Interests of the
then -existing Members.
F. References to Law.
All references to Statutes, Code Sections, Treasury Regulations, and other law shall include
subsequent amendments made to the law referenced in this Agreement and any corresponding provisions
of succeeding law unless such amendments or corresponding provisions in the law are contrary to the
intent of the parties to this Agreement. To the extent that the undersigned initial Members desire, at the
time of execution of this Agreement, to preserve partnership tax treatment under Federal and State income
tax laws and to otherwise benefit from the flexible provisions provided under Subchapter K, the parties
desire at all times to preserve the right to amend this Agreement to appropriately reflect any changes in
the law affecting the tax classification of the Company.
27

G. Governing Law; Arbitration
This Agreement is made in North Carolina, and the rights and obligations of the Members
hereunder shall be interpreted, construed, and enforced in accordance with the procedural and substantive
laws of the State of North Carolina.
Any dispute arising out of and in connection with this Agreement or the breach thereof shall be
decided by arbitration to be conducted in New Hanover County, North Carolina in accordance with the
North Carolina Uniform Arbitration Act (as revised), and judgment thereof may be entered in any court
having jurisdiction of such arbitration. If any vote is required on any matter under this Agreement, the
Articles, or the Act, and there are insufficient votes to approve and to disapprove the matter, then any
Member may require that the matter be submitted to arbitration in accordance with these provisions. The
prevailing party or parties in any arbitration brought under this provisions shall be entitled to recover from
the non -prevailing party or parties the reasonable attorney's fees and costs incurred by the prevailing
party or parties in the arbitration proceeding, including any action to enforce or confirm the arbitration
award.
H. Entire Agreement.
This Agreement, including all schedules to this Agreement, as amended from time to time in
accordance with the terms of this Agreement, contains the entire Agreement among the parties relative to
the subject matters hereof.
I. Waiver.
No consent or waiver, express or implied, by any Member to or for any breach or default by any
other Member in the performance by such other Member of his/her/its obligations under this Agreement
shall be deemed or construed to be a consent or waiver to or of any other breach or default in the
performance by such other Member of the same or any other obligations of such other Member under this
Agreement. Failure on the part of any Member to complain of any act or failure to act of any of the other
Members or to declare any of the other Members in default, regardless of how long such failure
continues, shall not constitute a waiver by such Member of his/her/its rights hereunder.
J. Severability.
If any provision of this Agreement or the application thereof to any person or circumstance shall
be invalid or unenforceable to any extent, then only that portion of the Agreement causing said invalidity
or unenforceability shall be excised or disregarded from this Agreement, and the remainder of this
Agreement and the application of such provisions to other persons or circumstances shall not be affected
thereby, and the intent of this Agreement shall be enforced to the greatest extent permitted by law.
K. Binding Agreement
Subject to the restrictions on transferability set forth in this Agreement, this Agreement shall
inure to the benefit of and be binding upon the undersigned Members and their respective legal
representatives, successors, and assigns.
28

L. Tense and Gender
Unless the context clearly indicates otherwise, the singular shall include the plum! and vice versa.
Whenever the masculine, feminine, or neuter gender is used inappropriately in this Agreement, this
Agreement shall be read as if the appropriate gender were used.
1VL Captions.
Captions are included solely for convenience of reference and if there is any conflict between
captions and the tent of this Agreement, then the text shall control.
N. Benefits of Agreement.
Nothing in this Agreement, expressed or implied, is intended or shall be construed tea give to any
creditor of the Company, or any editor of any Member, or any other person or entity whatsoever, other
than the Members and the Company, any legal or equitable right, remedy, or claim under of in respect of
this Agreement or any covenant, condition or provisions herein contained, and such provisions are and
shall be held to be for the sole and exclusive benefit of the members and the Company.
O. Counterparts.
This Agreement may be executed in multiple counterparts, each of which shall be deemed an
original for all purposes and all of which when taken together shall constitute a single instrument.
Executed signature pages to any instrument may be detached and affixed to a single instrument, which
single instrument with multiple executed signature pages affixed thereto constitutes the original
instrument, All of these counterpart instruments shall be read as though one and they shall have the same
force and effect as if all of the parties had executed a single signature page provided, however, the loss,
destruction, or other disappearances of any of or more of the original counterparts of this Agreement shall
not affect its validity in any manner.
IN WITNESS WHEREOF, the undersigned, being the Company and the cunt Members of
the Company have caused this Agreement to be duly adopted by the Company on J #ft , 2016,
and do hereby assume and agree to be bound by and to pe
this Agreement. rform all Of the, terms and pro ions set forth in
29

APPENDIX A
1. "Act" means the North Carolina Limited Liability Company Act (Chapter 57D of the
North Carolina General Statutes), as the same may be amended from time to time and any corresponding
provisions of succeeding law.
2. "Adjusted Capital Account" means, with respect to a Member, the balance in such
Member's Capital Account at the end of the relevant Fiscal Year, as determined in accordance with
Treasury Regulations § 1.704-1(b)(2)(iv).
3. "Articles of Organization" means the Articles of Organization of the Company filed with
the Secretary of State, as amended or restated from time to time.
4. "Capital Account" means for each Member the account established pursuant to Paragraph
B of Article VII of this Agreement and maintained in accordance with the provisions of this Agreement.
5. "Capital Contribution" means any contribution to the capital of the Company in cash or
property by a member whenever made.
6. "Capital Interest" means the right of any Member to be paid the amount in the member's
Capital Account.
7. "Code" means the Internal Revenue Code of 1986, as amended from time to time (and
any corresponding provisions of succeeding law).
8. "Distributable Cash" means, with respect to the Company for a period of time, all funds
of the Company on hand or in bank accounts of the Company as, in the discretion of the members, is
available for distribution to the Members after provision has been made for (i) payment of all operating
expenses of the Company as of such time, (ii) payment of all outstanding and unpaid current obligations
of the Company as of such time, and (iii) such reserves as the members deem necessary or appropriate for
Company operations.
9. "Fiscal Year" means the calendar year provided that the Fiscal Year of the Company
shall commence on the effective time of filing of the Articles of Organization and continue through
December 31 of the year in which the company is formed.
10. "Income" means, for each Fiscal Year or other period, each item of income and gain as
determined, recognized, and classified for Federal income tax purposes, provided that any income or gain
that is exempt from Federal income tax shall be included as if it were an item of taxable income.
11. "Initial Capital Contribution" means the initial contribution of the capital of the Company
made by a member pursuant to Article VII of this Agreement.
12. "Institutional Debt" means debt owed to financial institutions, such as banks and credit
unions, or other federal or state chartered lending entities.
13. "Original Member" means the initial Member of the Company and who acquired their
interest in the Company upon its creation at the Organizational Meeting. The Original Member is TRS
Holdings, LLC
30

14. "Loss" means, for each Fiscal Year or other period, each item of loss or deduction as
determined, recognized, and classified for Federal income tax purposes, increased by (i) expenditures
described in § 705(a)(2)(B) of the Code, (ii) expenditures contemplated by § 709 of the Code (except for
amounts with respect to which an election is properly made under § 709(b) of the Code); and (iii)
expenditures resulting in a deduction for a loss incurred in connection with the sale or exchange of
Company property that is disallowed to the Company under § 267(a)(1) or § 707(b) of the Code.
15. "Majority in Interest" means, with respect to any referenced group of Members, a
combination of any of such Members who, in the aggregate, own more than fifty percent (50%) of the
Membership Interests (as reflected by Membership Units) entitled to vote or give their consent on such
matter(s) and which are owned by all of such referenced group of Members.
16. "Manager" any Person, including Members or non-members who may be elected or
appointed to serve in a management capacity for the Company. "Managers" refers to one or more such
Persons.
17. "Member" means each Person designated as a member of the Company on Schedule I
hereto, or any additional Member admitted as a Member of the Company in accordance with Article III
and Article IX, subject to the definition of Subsequently Admitted Members. "Members" refers to such
Persons as a group.
18. "Manager -Managed LLC" means a limited liability company in which only those duly
appointed Managers may conduct the ordinary affairs of the Company.
19. "Membership Interest" means all of a Member's rights in the Company, which includes:
(1) a Member's "economic rights" (i.e., the Member's share of the profits, losses, gains, deductions, and
credits of the Company, the right to receive distributions of the Company's assets, and a Member's
Capital Interest); (2) a Member's "voting rights'; and (3) a Member's "management rights" (i.e., a
Member's right to have access to certain Company information, and right to participate otherwise in the
management of the Company) as provided in the Act and this agreement.
20. "Net Income" and "Net Loss" means, respectively, for each fiscal Year or other relevant
period, (i) the excess of the income for such period over the Loss for such period, and (ii) the excess of
the Loss for such period over the Income for such period, provided, however, that Net Income or Net
Loss for a Fiscal Year or other relevant period shall be computed by excluding from such computation
any Income specially allocated under Paragraph A of Article VIH.
21. "Person" means an individual, a trust, an estate, or a domestic corporation, a foreign
corporation, a professional corporation, a partnership, a limited partnership, a limited liability company, a
foreign liability company, an unincorporated association, or another entity.
22. "Secretary of State" means the Secretary of State of North Carolina.
23. "Subsequently Admitted Member" means and includes any Member(s) admitted after the
Original Member who, collectively, shall own up to a ten percent (10%) Membership Interest in the
Company. Any Members admitted after the Subsequently Admitted Members, through the sale, transfer
or conveyance of all or part of the Original Member' Membership Interest, shall be Members and not
Subsequently Admitted Members.
31

24. "Transfer" means with respect to all, or any part of, a Membership Interest, any sale
assignment, exchange, or other inter vivos disposition of such Membership Interest, and also means any
testamentary disposition of such membership Interest. In addition, Transfer shall mean any transfer made
on account of a Court Order or otherwise by operation of law, including any transfer incident to any
divorce, marital property settlement, equitable distribution of marital property, or similar state law, or any
transfer pursuant to applicable community property, quasi -community property, or similar state law.
However, a transfer made to a trust that is wholly revocable by the transferor shall not be a Transfer for
purposes of this Agreement provided that a Majority in Interest of the Members have reviewed the terms
of the trust agreement for qualification as a wholly revocable grantor trust and are satisfied that the trust
may be a Member of the limited liability company, provided that any subsequent Transfer by the trustee
of such trust shall in any event be deemed t have been made by the trust grantor.
25. `Transferee" means the transferee of a Membership Interest pursuant to the conditions
and limitations set forth in Article IX of the Agreement who is entitled to receive, to the extent
transferred, only the economic rights to which the transferor would be entitled but for the transfer. Until
elected and admitted as a Member, such transferee shall not have any other rights of Membership.
26. "Treasury Regulations" means the Income Tax Regulations and Temporary Regulations
promulgated under the Code, as such regulations may be amended from time to time (including
corresponding provisions of succeeding regulations).
MEMBERS AGREEMENT:
Paul Coultas (SEAL)
(
Dan Hubbard SEAL}
32

SCHEDULE I
MEMBERSHIP
CURRENT MEMBE S
CURRENT % OF OMMRSffiP
-IRS Holdings, LLC
900/0
Paul Loukas
1.25%
&M Vaughn
2.50%
Dan Hubbard
3.125%
Rhonda Smith
3.125%
33

24. "Transfer" means with respect to all, or any part of, a Membership Interest, any sale
assignment, exchange, or other inter vivos disposition of such Membership Interest, and also means any
testamentary disposition of such membership Interest. In addition, Transfer shall mean any transfer made
on account of a Court Order or otherwise by operation of law, including any transfer incident to any
divorce, marital property settlement, equitable distribution of marital property, or similar state law, or any
transfer pursuant to applicable community property, quasi -community property, or similar state law.
However, a transfer made to a trust that is wholly revocable by the transferor shall not be a Transfer for
purposes of this Agreement provided that a Majority in Interest of the Members have reviewed the terms
of the trust agreement for qualification as a wholly revocable grantor trust and are satisfied that the trust
may be a Member of the limited liability company, provided that any subsequent Transfer by the trustee
of such trust shall in any event be deemed t have been made by the trust grantor.
25. "Transferee" means the transferee of a Membership Interest pursuant to the conditions
and limitations set forth in Article IX of the Agreement who is entitled to receive, to the extent
transferred, only the economic rights to which the transferor would be entitled but for the transfer. Until
elected and admitted as a Member, such transferee shall not have any other rights of Membership.
26. "Treasury Regulations" means the Income Tax Regulations and Temporary Regulations
promulgated under the Code, as such regulations may be amended from time to time (including
corresponding provisions of succeeding regulations).
32

SCHEDULE R
DISTRIBUTION SCHEDULE
This Schedule II sets forth the manner in which Distributable Cash shall be distributed to
the Original Member and Subsequently Admitted Members.
1. No interim distributions shall be made until the Company has admitted Subsequently
Admitted Members who, collectively, shall own up to ten percent (10%) of the
Membership Units of the Company.
2. The Company shall pay in full all loans made by a financial institution, such as a Bank or
Credit Union, ("Institutional Debt") and then all Member loans made pursuant to those
certain Promissory Notes issued to the Subsequently Admitted Members, issued at the
time each Subsequently Admitted Member acquires its interest in the Company. The
Company shall make no distributions until such loans are repaid, with all interest and in
full.
3. Following the payments as set out in Section 2, above, the Company shall distribute all
Distributable Cash in accordance with the Members pro rata interests in the Company.
34

Energy, Mineral &
Land Resources
ENVIRONMENTAL QUALITY
August 10, 2016
Tom Smith, Managing Member
TRS Holdings, LLC
420 Beasley Rd.
Wilmington, NC 28409
Subject: Request for Additional Information
Stormwater Project No. SW8 160717
Roundtree Ridge
New Hanover County
Dear Mr. Smith:
PAT McCRORY
Governor
DONALD R. VAN DER VAART
Secretary
TRACY DAVIS
Director
,�5e A v 11 k 2'M G'\
,00/aow
The Wilmington Regional Office received and accepted an Express State Stormwater Management Permit
Application for Roundtree Ridge on July 27, 2016. A preliminary in-depth review of that information has
determined that the application is not complete. The following information is needed to continue the
stormwater review:
1. 15A NCAC 02H.1003(e): The deed provided on August 2, 2016 lists the new property owner as
Round Tree Ridge, LLC; however, the revised application provided on the same day lists the
permittee as TRS Holdings, LLC. In reviewing the information on file with the Corporations
\ Division of the NC Secretary of State, no manager is listed for Round Tree Ridge, LLC. Please
u Ial_ Q�confirm the information listed in Section III of the application and provide any necessary
documentation to support the manager of Round Tree Ridge LLC.
2. 15A-NCAC 02H.1003(g)(6):
r/ a. Article IX Section 4 of the drafted declaration of covenants, conditions and restrictions
for Round Tree Ridge limits the built -upon area for each lot to 3,800 square feet. Plan
sheet 5 appears to imply that the lots will be limited to 4,000 square feet. Please confirm
that the intended built -upon area allocation for the lots is consistently and accurately
�presented.
V o• Plan sheet 5 indicates that a portion of the built -upon area allocated to the ponds is for
"Future or Other". If there is future built -upon area that is available, please separate this
value out from the other built -upon area allocated for the proposed improvements. This
helps to clarify the amount available for possible future use.
3. 15A NCAC 02H.1003(g)(7):
Va. The supplement for Pond 1 appears to lists the forebay bottom elevations while the
supplement for Pond 2 appears to list the main basin bottom elevations. Please confirm
and clarify the bottom elevations listed on the supplements to ensure that they are
1zconsistently reported between the two ponds.
Pond 1: The permanent pool volume reported in the supplement appears to contain a
/typo. Please confirm the volume is reported accurately.
y1. Pond 2: The temporary pool elevation is listed in the supplement as being 12.5, however
the reported surface area appears to corresponds to an elevation of 12.0. Please confirm
the temporary pool elevation and the corresponding surface area and volume is reported
accurately and consistently.
4. Due to the relatively minor nature of these comments, the express additional information review
fee has been waived.
State of North Camfina I EnY!: onmental Quality I Energy, Mineral and Land R; sources
44 dInington Regional Office 1 127 cardinal Drive Extension I Wilmington, NC 28405
910 796 7215

State Stormwater Permit No. SW8 160717
Page 2 of 2
5. Please keep in mind that changing one number may change other numbers and require the
calculations, supplements, and other supporting documentation to be updated. Verify all numbers
are correct to ensure consistency in the application documents.
Please note that this request for additional information is in response to a preliminary review. The
requested information should be received in this Office prior to August 18, 2016, or the application will
be returned as incomplete. If the project is returned and you wish to re -submit to the Express Program,
you will need to reschedule the project through the Express Coordinator for the next available review date
and will need to resubmit all of the required items at that time, including the application fee.
If you need additional time to submit the information, please email or fax your request for a time
extension to the Division at the email address or fax number at the bottom of this letter. The request must
indicate the date by which you expect to submit the required information, which shall be no later than 5
business days past the original due date.
The construction of any impervious surfaces, other than a construction entrance under an approved
Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject to enforcement
action pursuant to NCGS 143-215.6A.
Please label all packages and cover letters as "Express" and reference the project name and State assigned
project number on all correspondence. If you have any questions concerning this matter, please feel free
to call me at [phone] or email me at [e-mail].
Sincerely,
0 "-. x
Christine Hall
Environmental Engineer
GDS/canh: \\\Stormwater\Permits & Projects\2016\160717 LD\2016 08 addinfo 160717
cc: David Hollis, Hanover Design Services, PA
Wilmington Regional Office Stormwater File
State of Non%i Carolina I Envi:,onmcntal Qualitv I Enerny, Mineral and !.and R smrlces
Wilmington Regional Office 1 127 Cardinal Drive Extcnz;,on I Wilmington. NC 2.9405
910 706 7215

Hall, Christine
From: Hall, Christine
Sent: Wednesday, August 10, 2016 9:28 AM
To: Hollis, David; Tom Smith; Steve Shuttleworth
Cc: Weaver, Cameron
Subject: request for additional info - Roundtree Ridge, SW8 160717
Attachments: 2016 08 addinfo 160717.pdf
Gentlemen,
Attached is the request for additional information for the subject project. Please let me know if you have any questions
or concerns.
Thanks for your patience!
Christine
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources — State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
[e-mail]
127 Cardinal Drive Ext.
Wilmington, NC 28405
.:v ' aohir�i't.{
?=mail correspondence 'o and from th;s address is subiact to the
Nortil Carolina Public Records L atv and may be disclosed tc third part es.
1

Hanover Design Services, P.A.
Land Surveyors, Engineers, Land Planners
August 2, 2016
Christine Hall
Department of Environment and Natural Resources
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: Roundtree Ridge,
State Storm Water
New Hanover County
HDS Project No. 14160
Christine:
Attached is the revised application and a copy of the new deed you requested showing
new ownership.
If you have any questions, please feel free to contact me.
Sincerely,
Adam Grady, PE
Hanover Design Services P.A.
[e-mail]
[phone] Office
[phone] Fax
�ECEIVED
I AUG o z 20%
BY:----
,c avED
,fir, 0 2 2016
1123 Floral Parkway Wilmington, N.C. 28403 Phone [phone] Fax [phone]
Business Firm License No. C-0597

Book 5990 Page 550
Prepared by: J.C. Hearne,11 Y'
Return to: Samuel B. Potter
Excise fax: $ i iZu) •`;%
Bic: RB 5990
PG: 660464
RECORDED:
201BO24068
NC FEE$W.00
08-01-2016
NEW HANOVER COUNTY, NC
STATE OF NC
12:54:56 PM
TAMMY THEUSCH BEASLEY
REAL ESTATE
Or. CAROL HUGHLEY ASTER OF DEEDS
EXTX S12MM
DEPUTY
Preparer of this document has made no title
examination and makes no representations
or Certifications as to any matters affecting title.
ParcelIdentifierNo.: R08200-001-005-000
R08200-001-005-001
If initialed, the. property includes the primary residence of at least one of the Grantors,
otherwise note as N/A. (per NC GS § 105-317 2)
Brief description for the index:
19.00 Acres Adjacent to Lehigh Estates and Lehigh Estates Well Site
NORTH CAROLINA GENERAL WARRANTY DEED
IMN JUEED, made Was day of
GRANTOR
HEARNE PROPERTIES, INC.,
a North Carolina Corporation
and,
GEORGE ROUNTREE, III,
and wife,
SYLVIA H. ROUNTREE
2016, by and between
GRANTEE
ROUND TREE RIDGE, LLC,
a North Carolina Limited Liability
Company
Principal Office & Mailing Address: Property Address: Marling Address:
411 Bradley Creek Point Rd. 7170 Carolina Beach Rd. 3907-100 Wrightsville Ave.
Wilmington, NC 28403 1 Wihnington, NC 28412 Wilmington, NC 28403
The designation Grantor and Grantee as used herein shall include said nartivL their
heirs, successors, and assigns, and shall include singular, plural, masculine, feminine or
neuter as required by context.
WITNESSETH:
NOW, THEREFORE Grantor, for a valuable consideration paid by the Gr E I V F-
receipt of wbich is hereby acknowledged, has and by these presents does grant, bar sell
and convey unto the Grantee in fee simple, all that certain lot or parcel of land si edAUG Q 2 21 j
New Hanover County, North Carolina and more particularly described as follows:
See Exhibit "A" which is attached hereto and incorporated $Y:
herein by reference.
The property hereinabove described was acquired by Grantor by instrument recorded
in Book 4456 at Page(s) 976-979, in Book 5092 Page(s) 2254-2260, and in Book 1475
Page(s) 450.

Book 5990 Page 551
If any, by acceptance of this Deed, Grantee shall be a member of the Owners
Association, and shall abide by all rules and regulations of the Association specifically
including payment of all assessments when due. Failure to pay such dues may result in
Hens being placed against the property and could result in foreclosure.
TO HAVE AND TO HOLD the aforesaid lot or parcei of land and all privileges and
appurtenances thereto belonging to the Grantee in fee simple.
AND the Grantor covenants with the Grantee that Grantor is seized of the premises in
fee simple, has the right to convey the same in fee simple, that title is marketable and free and
clear of all encumbrances, and that Grantor will warrant and defend the title against the
lawful claims of all persons whomsoever except for the exceptions hereinafter stated.
Title to the property hereinabove described is subject to the following exceptions:
1. Rights of way and easements of record, if any.
2. Zoning and/or subdivision ordinances and regulations, if any.
3. Restrictive covenants of record, if any.
4. Ad valorem taxes for 2016 and subsequent years.
IN WITNESS WHEREOF, the Grantor has hereunto set his hand and seal, or if corporate,
has caused this instrument to be signed in its corporate name by its duly authorized officer by
authority of its Board of Directors, the day and year fast above written.
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
I, a Notary Public of the County and State aforesaid, certify that George Rountree. III and
Sylvia H. Rountree. Grantor(s), personally appeared before me this day and acknowledged the due
execution of the foregoing instrument.
Witness my hand and official stamp or seal, thisoSday of July, 2016.
i
OAF
Signature of NotaryPubl/icc J
/e4' vwoe 7-1<;w e-Q r
Notary's printed or typed name
My commission expires: C Z "/
(Official Seal)
DIANNE L KINCER
Notary Public, North Carolina
is Brunswick County
My Commission Expires
May 02, 2017

Book 5990 Page 552
HEARNE PROPERTIES, INC.
a North Carolina Corporation
By: aoa lr� (Seal)
Josefh C. Hearne, President
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
L a Notary Public ofthe County and State aforesaid, do hereby certify that Joseph C. Hearne
personally appeared before me this day and acknowledged he is.President of Hearne Properties,
Inc., a North Carolina Corporation, and that by the authority duly given and as an -act of the
company, the foregoing instrument was signed in its name by its Manager.
Witness my hand and official stamp or seal, this A day of July, 2016.
EPAICHAEL,J KIPKE Signature oTARY UBUC
ANOM COUNTY�GtY'P NORTH CAROLINA lc.Ji�Cr
Notary's printed or typed name
My commission expires: <d 17, . La?.o
(Official Seal)

Book 5990 Page 553
Exhibit "A"
Tract 1
19.00 Acres Adjacent Lehigh Estates
BEGINNING at a point in the southern line of the Hillside
Subdivlsionr said point being the XbrU west Corner of Lot 43,
Section Z. Lehigh Estates, Mp of sale being recorded in heir Book
14 at Page 43 of the New Hanovla County Registry; running thence
from said beginning point South 03 dogmas 03 ainutes 30 seconds
west 99.0 feet, ,South 25 degrees 40 minutes is seconds Rant 118.0
feet and North 07 degrees 30 oimntss 45 seconds zest 139.$4 foot to
a poxsit iu the Vesta= right of Nay line of t 01wiel Street (60 foot
right of wage: suaaL" theave with the Western fright of stay line of
Qebriei $treat as It curves to the East to a point that is located
South 30 degrees 39 sssutes 45 seconds Bast. 25.9E fast frOO the
Preceding Point; mining thence South 33 degrees 04 Minutes 45
seconds Zest 114.47 feet to the Northeastern, and of a comes to the
Meats sunning thence with said curve to the 11a st to a point that is
located South 13 degrees 13 Minutes East 199.94 teat from the
Preceding polat; sunning thence North 03 degrees 31 mantes 15
secousds Past 27f0.O9 tact to • pol•t in she Zastexn hies of the
Burnett Sract; ra.MUM thence with the Eastern line of the Barnett
Tract, North 06 dcyrees 44 Minsten Rest 441.0 feet to the southwest
corner of the McQuillan Craft; running thence with the NCQeillao
Southa= line, south 81 dwAses 24 Minot" 8sst 2407.1 feet to the
poiat of Beginning, contalubg 26.2 acres, more or less. Bering the
sere PreopeXty co•weVA to Ralf M. Schsita by Dead worded in cook
1463 at Page 53 of the Now Hanover county Registry.
LSSN 2=W POR'1ION of the shows described tract c4mveyed by the
follows Deals: (1) Dead frost Suggs auto g•rr•inon, Inc., to Cape
Fear atistles, Inc. recorded in Book 927 at page 939 of the New
HaMMSw coe•tY R091strp, fear •cell site). 12) Dead from David C.
ioughlin, at al to mail A. Roberts, at ux, weeded 1n Aeo1c 135E at
Page 197E of the NEW Hanover county Ragi. t3) Deed train Suggs
i aarx+a2soa, Mac., to 7+ase1e L. Duren, at as recorded in Ronk 1291
at gage 420 of the Now H•aaver Couzzy Registry.
Tract 2
BEGINNING at a point in the Southern right of way line of Lehigh Road, said point being
located North 83 degrees 24 minutes West 1,300 feet and South 6 degrees 31 minutes West
261.41 feet from the Northwest cornw of Lot 12 of Section 1, Lehigh Elates, as recorded in
Map Book 12 at Page 15 of the New Hanover County R*stay. Running thence from said
beginning point South 6 degrees 31 minutes West 180.62 feet; thence North 83 degrees 21
minutes IS seconds West 170.0 feet to a point; thence North 6 degrees 31 minutes East 180.24
feet to a point in the southern line of Lehigh Road; thence with said line of said road South 83
degrees 29 minutes East 170 feet to the point of beginning. (Well site)
This being Tract 3 of that certain deed from Cape Fear Utilities, Inc., a North Carolina
corporation, to G. William Dobo and Robert R. Dobo, as tenants in common, by Deed recorded
December 31,1998 in Book 2496 at Page 764 ofthe New Hanover County Registry.

Book 5990 Page 554
TAMMY THEUSCH �0 NiY.�o
BEASLEY New Hanover County
o �
Register of Deeds < a
Register of Deeds
320 CHESTNUT ST SUITE 102 - WILMINGTON, NORTH CAROLINA 28401 i
Telephone [phone] - Fax [phone]
a
State of North Carolina, County of NEW HANOVER
Filed For Registration: 08/01/2016 12:54:56 PM
Book: RB 5990 Page: 550-554
5 PGS $1,226.00
Real Property $26.00
Excise Tax $1,200.00
Recorder: CAROL HUGHLEY
Document No: 2016024068
DO NOT REMOVE!
This certification sheet is a vital part of your recorded document. Please retain with original document and submit
when re-recording.

Corporations Division
Page 1 of 1
& ` North 'Carolina
Elaine Marshall ' "� ',T--�:[-t�"'1,P'�l S 1 EN1 i�i nir.-
'w r �`
Secretary SECRETARY of 5TATE
+ PO Box 29622 Raleigh, NC 276?.6-067.2 ;919)807-27&3 Account
Login
Our web site will be unavailable starting on 8/12/2016 at 6:30 PM due to scheduled electrical Register
maintenance.
Click Here To:
View Document Filings File an Annual Report Amend a Previous Annual Report
Print a Pre -Populated Annual Report form
Corporate Names
Legal: Round Tree Ridge, LLC
Limited Liability Company Information
Sosld:
1529514
Status:
Current -Active
Annual Report Status:
Current
Citizenship:
Domestic
Date Formed:
7/8/2016
Fiscal Month:
January
State of Incorporation:
NC
Registered Agent:
Potter, Samuel B.
Corporate Addresses
Reg Office: 3907-100 Wrightsville Avenue
Wilmington, NC 28403
Reg Mailing: 3907-100 Wrightsville Avenue
Wilmington, NC 28403
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
https://www.sosne.gov/Search/profcorp/12294028 8/9/2016

SOSID: 1529514
Date Filed: 7/8/2016 2:14:00 PM
Elaine F. Marshall
State of North Carolina North Carolina Secretary of State
Department of the Secretary of State C2016 190 00685
Limited Liability Company
ARTICi,ES OF ORGANIZATION
Pursuant to §57D-2-20 of the General Statutes of North Carolina, the undersigned does hereby submit these
Articles of Organization for the purpose of forming a limited liability company.
1. The name of the limited liability company is: Round Tree Ridge, LLC
(See Item lofthe Instructions for appropriate entity designation)
2. The name and address of each person executing these articles of organization is as follows: (State
whether each person is executing these articles oforganization in the capacity of member, organizer
or both. Note: This document most be signed by all persons listed.)
Samuel B. Potter, Organizer
3907-100 Wrightsville Avenue
Wilmington, NC 28403
3. The name of the initial registered agent is: Samuel B. Potter
4. The street address and county of the initial registered agent office of the limited liability company is:
Number and Street 3907-100 Wrightsville Avenue
City Wilmington State:WC Zip Code: 28403 County: New Hanover
5. The mWLmLjoress, if different from the street address, of the initial registered agetrtofftce is`
Number and Street
City State: hC Zip Code: County:
6. Principal office information: (Select either a orb.)
a. ❑ The limited liability company has a principal office.
The principal office telephone number:
The street address and county of the principal office of the limited liability company is:
Number and Street
City State: Zip Code:
CORPORATIONS DIVISION P.O. Box 29622
(Revised January 2014) 1
County:
RALEIGH, NC 27626-0622
(Form L-01)

The mailing adc t ss, if different from the street address, ofthe principal office of the. company is:
Number and Street ....... .
C ty State: Zip Code: County
b. g The limited liability company does not have. a principal office..
Any other provisions which the limited liability company elects to include (e_g., the purpose of the entity)
are attached:
g; twc t' Redaef on
(Optional): Please wide a business e-mail address: s
The -Secretary of State Office will a=mail the busincl- rovidcd above at no
cost when a document is. filed. The e-mail provided will not be viewable on the website. For more T M
information on why this service is offered, please see, the instructions for this document.
9. These articles will be effective upon filing, unless a futwe date :is specified.
This is the e. day of July . 20 is
Round Tree Ridge. t.LC
Signature
Samuel B. potter, Organizer
Type .or Print Name and. Title
The below space to be used if more than .onc organizer or member Us 1 isted in Item #2 above.
Signature
� Tipe and Print ante an rife
Signature
ype apt Pnn amen tt'�'Te —
Signature
—l`ype an Print'�laine.an Tithe
ibnature
ape an�i�rrnf-?�Iame an-P1dc
NOTES;
L Filing fee is $125. This c%arnent must. be filed with the Secretary of State.
C£litmkxrioNS DIV I%ION P O. Box 29622 RALEIGH NC37h2tr 0622
(Revised January 2014), 2

Hanover Design Services, P.A.
Land Surveyors, Engineers, Land Planners
July 27, 2016
Mr. Cameron Weaver, Environmental Assistance Coordinator
Department of Environment and Natural Resources
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: Roundtree Ridge, New Submittal
New Hanover County, NC
Cameron:
Enclosed please find the stormwater submittal package for Roundtree Ridge which is to
include:
• A check for $4,000.00
• The Stormwater Management Permit Application
• Pond 1 and 2 Wet Detention Basin Supplement
• Pond 1 and 2 Operations and Maintenance Agreement
• Two sets of Plans
• USGS Location Map
• Calculations and Findings
• Draft Covenants and a copy of the Deed
The purpose of this project is to construct a residential subdivision. This project will drain
into the proposed Ponds 1 and 2. The Stormwater Management permit applications are
being submitted for review and approval at this time.
If you have any questions or require additional information, please do not hesitate to call
me.
Sincerely,
Adam Grady, P.E.
Hanover Design Services P.A.
[e-mail]
[phone] Office
[phone] Fax
IIECEIVE
JUL 2 7 2016
BY:
S 123 Floral Parkway Wilmington, N.C. 28403 Phone [phone] Fax [phone]
Business Firm License No. C-0597

Hanover Design Services, RA 3 . >
AL
Land Surveyors, Engineers, Land Planners
L-Rourtdtree Ridge - .HWT determination - PONDs No. 1 and 2 EEIVE
Field visit: 6-20-16 JUL 2 l 2016
References: 9y..-_
Soils at the pond site are mapped as Pamlico muck mixed with Lynn Haven sands (USDA
NRCS National Cooperative Soil Survey map and Official Series Description attached),
sandy, very poorly drained soils with moderate permeability and relatively flat slopes of 0-
6%, abutting the delineated receiving wetlands channel.
Observations:
One soil boring was observed at each pond site as follows (location map and aerial photo
attached). Field notes and photos attached and in file:
The seasonal high water table is normally evident by observation of redoximorphic
features suggesting past conditions of saturation and reduction, indicated by colors
of chrome 2 or less (Munsell) at greater than 2% of soil volume In mottles or a
distinct horizon subdivision.
There was evidence of redoximorphic features at about 3.0' in the bore at pond
No. 1, and 1.3' at pond No.2 with a distinct chroma and evidence of wetness at that
depth. This observation was in line with the expected depth to seasonal high water
in the soil profile of 6" to 40" for these Series soils.
Elevation read at the boring for Pond 1 was 14.1 MSL. resulting in a SHWT
elevation of 11.1 MSL 04.1 - 3.0 = 11.1).
Elevation read at the boring for Pond 2 was 12.6 MSL, resulting in a SHWT
elevation of 11.3 MSL (12.6 - 1.3 = 11.3).
Summary: Observed indications of SHWT depth were in line with predicted values.
Pond No.1 SHWT = 11.1 MSL.
Pond No.2 SHWT = 11.3 MSL.
141 so-shwt.dm
David S. Hollis, PE, PLS
1123 Floral Parharay Wilmington, N.C. 28403 Phone [phone] Fax 91 Dj 343-9941
Business Finn License No. C-M7

PROPOS D
SITE
McQUILLAN DR. (S
LEHIGH RD.
BONAIRE RD.
LO6ATIC�
NOT TO SCALE
AR- &J WA
BEACH RD.
Hanover Design Services
1123 Floral Pkwy.
Wilmington, NC 28403

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Soil Map —New Hanover County, North Carolina
(Lehigh Road project)
MAP LEGEND
Area of Interest (AOQ
Spol Area
�j
Area of Interest (AOI)
Stony 5po!
Solis
Very Stony Spot
Soil Map Unit Polygons
Wet Spot
Soil Map unit Una$
Other
�
Soil Map Unit Points
Special
Point Features
.�
Special Line Features
t-J
Blowout
Water Features
Streams and Canals
Borrow P
Transportation
Clay Spa!
4-W
Rals
t.
Closed Depression
►rs
Intaralate Hlgtrvays
Gravel Pit
US Routes
:.
Gravelly Spot
Major Roads
®
Landfill
Local Roads
A.
Lava Flow
Background
Marsh or swamp
Aerial Phonography
�+
Mine or Quarry
Mtscelaneous Water
®
Perennial Water
y
Rock Outcrop
+
Saline Spot
Spot
Spot
40,
Severely Eroded Spot
Sfntkhole
ut
Slide or Sop
Sodlc spot
USDA Natural Resources Web Sol Survey
Conservation Semite National Cooperative Soil Survey
MAP INFO
The soil surreys that comprise yo
Warning: Soil Map may not be va
Enlargement of maps beyond the
misunderstanding of the detail of
placement. The maps do not shot
soils that could have been shorn
Please rely on the bar sale on et
measurements.
Source of Map: Natural Resour
Web Sol Survey URL: htt;r/Aw
Coordinate System: Web Mero
Maps from the Web Soil Survey a
projection, which preserves direct
distance and area. A projection th
Albers equal-area conic projector
calculations of distance or area a
This product is generated from the
the version date(s) Rated below.
Sol Survey Area; New Hanove
Survey area Data: Version 16,
Sol map units are labeled (as spar
or larger.
Dates) aerial Images were photo
The orthophoto or other base ma.
compiled and digitized probably d
Imagery displayed on these maps
of map unit boundaries may be er
i ��•� I'!'�t �t j'�i(�Y�'.

Soil Map —New Hanover County, North Carolina t,ehip Road project
Map Unit Legend
New Hanover County, North Carolina (NC1291
Ma Unit Symbol Map..,Unit Name
p Y Acres In AOI
Percent of AOI
DO Dorovan soils ; 2.5 2.9%
Kr Kureb sand, I to 8 percent 36.5 42.1%
i slopes � s
' Le l Leon sand 4.5520A
Lynn Haven fine sand
{ Mu ! Murville fine sand �-'- _-. _...-.. 4.S i
6.3%
g
Pamlico muds
26.2 I
30.2% i
Rm
Rimini sand„ 1 to 6 percent
i2.1
_
2.5%
i slopes
To _._ .
I Torhunta loamy fine sand
._.... _
0.2_{.
0.2%
4 Totals for Area of Interest
86.6
100.0% 1
t D9 Natural Resources Web Sal Survey O2112016
r� Conservation Service National Cocperal r e Sail Survey Page 3 of 3

6P131 IS
LOCATION KURES NC+FL GA
Official Series Description - KUREB Series
Established Series
Rev. AW:AG;Rev. RLV
07/2005
KUREB SERIES
The Kureb series consists of very deep, excessively drained, gently sloping to moderately steep soils on Coastal Plain uplands and on side slopes
along streams and bays. They have formed in marine, aeolian, or fluvial sands. Slopes range from 0 to 20 percent. Near the type location mean
annual precipitation is about 50 inches and mean annual temperature is about 63 degrees F.
TAXONOMIC CLASS: Thermic, uncoated Spodic Quartzipsamments
TYPICAL PEDON: Kureb sand —our a 4 percent slope under sparsely mixed hardwoods of turkey and bluejack oak and scattered longleaf pine.
(Colors are for moist soil unless otherwise stated.)
A-0 to 3 inches; dark gray (1 OYR 4/1) sand; single grained; loose; organic matter and quartz grains have salt and pepper appearance; many fine
and large roots; neutral; clear wavy boundary. (2 to 5 inches thick)
E--3 to 26 inches; light gray (10YR 7/1) sand; single grained; loose few large roots; neutral; clear irregular boundary. (4 to 45 inches thick)
C/Bh-26 to 51 inches; brownish yellow (10YR 616) sand; single grained; loose; few tongues of light gray (10YR 711) extend from above
horizon; dark brown (7.5YR 3/4) and few bands and bodies (Bh) of dark reddish brown (SYR 3.2); bands are intermittent at horizon contact and
vertically along walls of tongues; many clean and coated sand grains; neutral; gradual wavy boundary. (4 to 46 inches thick)
C--51 to 89 inches; pale brown (10YR 6/3) sand; single grained; loose, slightly acid.
TYPE LOCATION: New Hanover County, North Carolina; 13/4 miles south of U. S. 421 and N.C. 132 junction; 114 mile east and about 200
feet south.
RANGE IN CHARACTERIS nCS: 1 hickness of the sandy horizons is more than 80 inches. Soil reaction is neutral to extremely acid
throughout. All horizons are fine sand, sand, or coarse sand. Silt plus clay content is less than 5 percent.
The A horizon has hue of 10YR, value of 3 to 7, and chroma of 1 or 2.
The E horizon has hue of IOYR or 2.5Y, value of 5 to 8, and chroma of I to 3. Tongues of E horizon are in old root channels in the C/Bh
horizon.
The C part of the C!Bh horizon has htue of 10YR or 2.5Y, value of 5 to 7, and chroma of 2 to S. The Bh part of the C/Sh horizon has hue of SYR
to 10YR, value of 2 to 6, and cbroma of 2 to 4.
The C horizon has hue of 7.5YR to 2.5Y; value of 4 to 8, and chroma of 1 to 8. Few to common mottles in shades of brown, yellow, or gray are
in the C horizon of some pcdons. Gray mottles are the result of uncoated sand grains and not wetness.
COMPETING SERIES: (Not updated) Resota series is the only soil in the same family. ALVA, AIWI Cainlnov_ Centena ,rv_ Corolla, Fg,Xworth
Edm btu, Isakdw , UWansi, Wwwsd Newham Orsimo, i2mal Bu ul, Resota, Rimini, and Wciaka series are in closely related
families. Rcsota soils are moderately well drained and have seasonal high water table at depths of 40 to 60 inches. Alags, Alpin, Corolla,
Foxworth, Fripp, Kershaw, Lakeland, Newhan, Paola, and Wekaka soils lack an intermittent Bh horizon. in addition, Alaga soils have 10 to 25
percent percent silt plus clay in 10- to 40-inch control section. Alpin soils have lamella beginning at depths of 40 to 70 inches. Corolla and
Newbam soils are affected by salt spray. Lakeland soils have 5 to 10 percent silt plus clay in the 10- to 40-inch control section. Ousley soils have
a seasonal watcrtable at 1.5 to 30 feet. Paola soils are hyperthemnic and M4'claka have Bir horizons. Cainhoy soils have an F horizon underlain
by Bh horizon. Centenary soils have Bh horizon in subsoil. Lakehurst soils occur in mesic temperature regimes. Rimini soils have a thick sandy
E horizon overlying a continuous spodic horizon.
GEOGRAPHIC SET' EXIC: The Kurcb so613 arc- gently slWing to „aoderately seep ar:il are on broad surfaces of the lower Coastal Plain.
Gradients are 3 to 10 percent and may range to 20 percent on side slopes along stmsams and edges of bays. The regolith is marine, aeolian or
f wvial sands. Ncac the type location, rnuli btu aal prmiphation is about 50 inches and mean annual temperature is about 63 dagrecs F.
GEOGRAPHICALLY ASSOCIATED SOILS: These are the competing AhU% lam, LWidol and Bimini series plus the Hayma&-
soils. Baymeade soils have sandy loam Bt horizons.
DRAINAGE AND PERRIEABILITY. Excessively drabied; Slow runoff' Rapid permeability. Depth to seasonal high water table is more than
6 feet during most of the year.
USE AND VEGETATION: Mainly wooded. Native vegetation is turkey oak, bluzjacx and a few live a& with scattered longleaf pine. The
understory consists mainly of huckleberry and pineland threeawn.
DiSTRIBUTION AN'D EXTENT: Tidewater Area of North Carolina, Georgia and Florida. The series is of moderate extent.
hWs:Nsc bwles.sc.egov usdagovi=-Poca1KIKURMMm: 1/2

a/23 O15 Official Series Description - KURE:B Series
MLRA SOIL SURVEY REGIONAL OFFICE (M) RESPONSIBLE: Raleigh, North Carolina
SERIES ESTABLISHED: New Hanover County, North Caoilina; 1974.
REMARKS: The Kureb soils were formerly included in the Lakewood series. Diagnostic horizons and features recognized in this pedon are:
Ochric epipeon - the zone from the surface to a depth of 26 inches (A and £ horizons)
ADDITIONAL DATA: None
MLRA: 153E SIR: NCO063
TABULAR SERIES DATA:
SOI-S Soil Nam Slope Airtemp FrFr/Seas Precip Elevation
NC9863 KUREB 6- 29 69- 70 200-290 46- 57 20- 99
SOI-S
Floodl.
F1oodH Watertable
Kind Months Bedrock Ha-dnass NCO063 NONE
5.0-6.0
68-80
S0I-5
Depth
Texture
3-Inch No-10 Clay% -CEC- NC0863 0-80
S COS fS
6- 0 200-190 9- 3 0- 5
SDI-S Depth -pH- O.M. Salin Permeab Shnk-Sw11
NCO063 0-80 3.5- 7.3 9.-2. e- 9 6.9- 20 LOW
National Cooperative Soil Survey
U.S.A.
h elisatismies.sc.egovusdagoavlOSa Dom MUREB.html 22

Unicial Series Uescnption - PAMLICO Series Page 1 of 4
LOCATION PAMLICO NC+AL FL MS SC VA
Established Series
WLB-REH-RAG
07/1999
PAMLICO SERIES
The Pamlico series consists of very poorly drained soils that formed in decomposed organic material
underlain by dominantly sandy sediment. The soils are on nearly level flood plains, bays, and
depressions of the Coastal Plain. Slopes are less than 1 percent.
TAXONOMIC CLASS: Sandy or sandy -skeletal, siliceous, dysic, thermic Terric Haplosaprists
TYPICAL PEDON: Pamlico muck, undmined--forested. (Colors are for moist soil unless otherwise
stated.)
Oi--O to 3 inches; very dark brown (1 OYR 2/2) fibric material; 75 percent fiber content after rubbing;
friable; fibers are of moss, leaves, twigs, and roots; extremely acid; gradual wavy boundary. (0 to 4
inches thick)
Oal--3 to 14 inches; black (1 OYR 2/ 1) sapric matei iai; 10 percent fiber, weak coarse granular
structure; friable; slightly sticky; common roots; sodium pyrophosphate extract is yellowish brown
(I OYR 5/4); extremely acid; gradual wavy boundary.
Oa2--14 to 30 inches; very dark grayish brown (I OYR 3/2) sapric material; 20 percent fiber; less than
10 percent rubbed; massive; friable; slightly sticky; few roots; sodium pyrophosphate extract is light
yellowish brown (I OYR 6/4); extremely acid; gradual wavy boundary. (combined thickness of Oa
horizon is 16 to 51 inches)
Cg--30 to 60 inches; very dark grayish brown (I OYR 3/2) loamy sand; single grained; loose;
extremely acid.
TYPE LOCATION: Wayne County, North Carolina; 8 miles east of Mt. Olive on North Carolina
Highway 55; 0.6 mile south of intersection with county road 1948; 100 feet northeast of bridge
crossing northeast Cape Fear River,
RANGE IN CHARACTERISTICS: Pamlico soils have 16 to 51 inches of organic material over
dominantly sandy sediments. Reaction is extremely acid (less than 4.5 in 0.01 M calcium chloride) in
the organic layers, and ranges from extremely acid to strongly acid in the underlying mineral layers.
The Oi or Oe horizon has hue of 1 OYR., 7.5YR, or it is *neutral, value of 2 or 3, chrorna of 0 to 2.
The Oa horizon has hue of 1 OYR, 7.5YR, or it is neutral, value of 2 or 3, chroma of 0 to 2. Fiber
content is 10 to 33 percent unrubbed and less than 10 percent after rubbing. Structure is coarse
granular or massive.
Han Design Ss,mc;es
1123 r ior26 pl ry.
rNitrc!fnnton, NC 284M
https://soilseries.sc.ego,,,.usda.gov/OSD—Docs/P/PAMLICO.html 6,12112016

Utttcia! senes vescnption - YAMLIUU Senes
Page 2 of 4
The Cg horizon has hue of 7.5YR or 10YR or it is neutral, value of 2 to 6, chroma of 0 to 2. The
weighted average of the upper 12 inches of the Cg horizon, or of the part of the Cg horizon that is
within a depth of 51 inches, whichever is thicker, is sandy. Textures are typically sand, fine sand,
loamy sand, or loamy fine sand, but may also be mucky analogs of the same fine earth textures in
some pedons. In some pedons, thin subhorizons of the Cg within a depth of 51 inches are loamy.
Textures are typically sandy loam, fine sandy loam, or sandy clay loam. Below a depth of 51 inches,
texture is variable, typically ranging from sand to sandy clay loam.
COMPETING SERIES: There is no other known series in this family. Belhaven. Croatan.
Cu . uck, Dare. D_orovan. Ponzer. and Scupaernona series are in closely related families. Belhaven,
Ponzer, and Scuppernong soils have mixed mineralogy and are underlain by dominantly loamy
mineral soil material. Croatan soils are underlain by dominantly loamy mineral material. Currituck
soils are less acid and have mixed mineralogy. Dare and Dorovan soils have organic layers more than
51 inches thick.
GEOGRAPHIC SETTING: Pamlico soils occur in the flood plains of tributaries of major streams
and on level to depressional surfaces of the coastal plain. These soils are formed in decomposed
organic matter overlying dominantly sandy mineral sediments. The mean annual temperature is 63
degrees F. and the annual precipitation is 48 inches near the type location.
GEOGRAPHICALLY ASSOCIATED SOILS: These include the Dare and Dorovan of the
competing series, and Bibb, Johnston, Portsmouth, Rutlege, and Torhunta series. Bibb, Johnston,
Portsmouth, Rutlege, and Torhunta soils are mineral soils with loamy surface layers high in organic
matter.
DRAINAGE AND PERMEABILITY: Very poorly drained; ponded or very slow runoff; flooding is
raze to frequent; permeability is moderate to moderately rapid in the organic layers and slow to very
rapid in the mineral layers.
USE AND VEGETATION: In the natural stage, practically all of these soils are used for woodland
and wildlife. The native vegetation consists of pond pine, tupelo gum, sweetbay, gumtrees, cypress,
greenbrier, wax myrtle bushes, with undergrowth, of gallberry and cast bamboo briers. These soils are
used for improved pasture, corn, soybeans, oats, truck crops, and other cultivated crops when drained.
DISTRIBUTION AND EXTENT: Lower Coastal Plain areas of Alabama, Florida, Mississippi,
North Carolina, South Carolina, and Virginia. The series is moderately extensive.
MLRA SOIL SURVEY REGIONAL OFFICE (MO) RESPONSIBLE: Raleigh, North Carolina
SERIES ESTABLISHED: Pamlico County, North Carolina; 1935.
REMARKS: Pamlico muck, as mapped in the past, included a very wide range of conditions. The
concept expressed in this description is restricted in thickness, degree of decomposition and nature of
underlying materials.
Diagnostic horizons and features recognized in the typical pedon are:
Organic materials (terric) - the zone from the surface to a depth of 30 inches (the Oi, Oal, and Oat
horizons)
r iaTlc� r Oesign services
i 3 Florsi Fri kvv,
V1r r incgton, laic 2E403
https://soilseries.sc.egov.usda.gov/OSD Docs/P/PAMLICO.html 6/21/2016

vrnciai aenes liescnpnon - r ADILet;V genes
Page 3 of 4
Sandy particle -size class - mineral material within a depth of 51 inches that has weighted average of
the sandy particle -size class in the upper 12 inches of the mineral material or within the control
section (51 inches), whichever is thicker (the Cg horizon)
MLRA(S):152A,153A,153B,133A
SIR(S): NC0050, NCO 154 (LOAMY SUBSTRATUM), NCO155 (POINDED),
NCO159 (FLOODED), NCO270 (PONDED, LOAMY SUBSTRATUM)
REVISED=6/10/96, MHC
TABULAR SERIES DATA.
SOI-5
Soil Name
Slope
Airtemp
FrFr/Seas
Precip
Elevation
KC0050
PAMLICO
0-
1
62-
70
240-310
45-
60
30-
150
NCO154
PAMLICO
0-
1
62-
70
240-310
45-
60
30-
150
NCO155
PAMLICO
0-
1
62-
70
240-310
45-
60
25-
150
NCO159
PAMLICO
0-
1
62-
70
240-310
45-
60
30-
150
NCO270
PAMLICO
0-
1
62-
70
240-310
45-
60
30-
150
SOI-5 FloodL F1oodH Watertable Kind Months Bedrock Hardness
NCO050 RARE 0-1.0 APPARENT DEC -MAY 60-60
NCO154 RARE 0-1.0 APPARENT jAN-DEC 60-60
NCO155 RARE - APPARENT - 60-60
NC0159 FREQ - APPARENT - 60-60
NCO270 RARE - APPARENT - 60-60
SOI-5 Depth Texture 3-Inch No-10 Clay. -CEC-
NC0050 0-30 MUCK 0- 0 - 0- 0 100-230
NC0050 30-60 LS S LFS 0- 0 100-100 5-10 1- 5
NCO154 0-24 MUCK 0- 0 - - 100-230
NCO154 24-48 FS LFS 0- 0 100-100 5-10 1- 5
DFC0154 46-72 FSL SCL 0- 0 100-100 15-35 5- 15
NCO155 0-30 1%7UCK 0- 0 - 0- 0 100-230
NCO155 30-60 S FS LS 0- 0 100-100 5-10 1- 5
NCO159 0-30 MUCK 0- 0 - 0- 0 100-230
NCO159 30-60 LS S LFS 0- 0 100-100 5-10 1- 5
NCO270 0-24 MUCK 0- 0 - - 20-230
NCO270 24-48 FS LFS 0- 0 100-100 5-10 1- 5
NCO270 48-72 FSL SCL 0- 0 100-100 15-35 5- 15
SOI-5 Depth -pH- Q.M. Salin Permeab Shnk-Swll
i,1C0050 0-30 3.5- 4.4 20-80 0- 0 0.6- 6.0 LOW
NCO050 30-60 3.5- 5.5 .5-5. 0- 0 6.0- 20 Low
bTC;0154 0-24 3.5- 4.4 20-80 0- 0 0.6- 6.0 LOW
NCO154 24-48 3.5- 5.5 .5-5. 0- 0 6.0- 20 LOW
NCO154 48-72 3.5- 5.5 .5-1. 0- 0 0.06- 0.2 LOW
NCO155 0-30 3.5- 5.5 20-80 0- 0 0.6- 6.0 LOW
NCO155 30-60 3. - 5.5 .5-5. 0- 0 6.0- 20 LOW,
NCO159 0-30 3.5- 5.5 20-80 0- 0 0.6- 6.0 Low
NCO159 30-60 3. 5.5 .5-5. 0- 0 6.0- 20 LOW
NCO276 0-24 3.5 4.4 20 -80 0- 0 0.6- 6.0 LOW
NCO270 24-48 3.5- 5.5 .5-5. 0- 0 6.0- 20 LOW
NCO270 48-72 3. - 5.5 .5-1. 0- 0 0.06- 3.2 LOW
Hanc'.ter Design Servic
1123 Floras Pkwy
'rtit°t1i�' "s, N; 2840:
https://soilseries.sc.egov.usda.gov/OSD-DocstP/PAMLICO.htrr.l. V21/2016

viiluini cmica LcaNasYuuu - rruvii.i%.v act= rage 4 oI 4
National Cooperative Soil Survey
U.S.A.
=, , F! ,ra!
Pair 28401;
https.-//soilseries.sc.egov.usda.gov/OSD—Docs/PIPAMLICO.html 6/2112016

V111W41 47191Kb MUZAA1PUVl1 - L I lilYriltl Y L'+lY ► VIIWW rar'c 1 or j
LOCATION LYNN HAVEN FL+GA NC SC
Established Series
Rev. GRB
03/2009
LYNN HAVEN SERIES
The Lynn Haven series consists of very deep, poorly and very poorly drained, moderate or moderately
rapid permeable soils in low areas and depressions the Gulf Coast and Atlantic Flatwoods. They
formed in thick deposits of sandy marine sediments. Near the type location, the mean annual
temperature is about 68 degrees F., and the mean annual precipitation is about 55 inches. Slopes range
from 0 to S percent.
TAXONOMIC CLASS: Sandy, siliceous, thermic Typic Alaquods
TYPICAL PEDON: Lynn Haven fine sand --range. (Colors are for moist soil)
A--O to 12 inches; black (IOYR 2/1) fine sand; weak fine granular structure; friable; many fine and
medium roots; strongly acid; clear wavy boundary. (8 to 20 inches thick)
Eg--12 to 16 inches; gray (N 6/0) fine sand; single grain; loose; common fine and medium roots;
many uncoated sand grains; very strongly acid; abrupt wavy boundary. (2 to 18 inches thick)
Bh1--16 to 22 inches; dark reddish brown (5YR 3/2) fine sand; weak fine granular structure; friable;
many fine and medium roots; few fine and medium pores; sand grains coated with organic matter;
very strongly acid; gradual wavy boundary.
Bh2--22 to 30 inches; dark brown (7.5YR 3/2) fine sand; weak fine granular structure; friable; few
fine roots; few fine pores; most sand grains are coated with organic matter; few small pockets of
uncoated sand grains; very strongly acid; gradual wavy boundary. (Combined thickness of the Bh
horizons is from 6 to more than 50 inches thick.)
Cg--30 to 75 inches; gray (5Y 6/1) fine sand; single grain; loose; common medium distinct brown
(IOYR 5/3) and light yellowish brown (IOYR 614) masses of iron accumulation; very strongly acid.
TYPE LOCATION: Bay County, Florida. Approximately 1 mile south of intersection of U. S.
Highway 98 and State Highway 392 and about 50 feet east of Highway 392 in Sec. 4, T. 4 S., R. 15
W.
RANGE IN CHARACTERISTICS: Reaction ranges from extremely acid to strongly acid
throughout the profile.
The Oa, horizon, where present, is less than 7 inches thick. It has hue of 5YR to i OYR, value of 2 or
3, and chroma of I to 3. Texture is muck.
Ha;i ver Design
1123 Floral Fkwy.
wliii@ ngton, NIC 2M3
https://soilseries.sc.egov.usda.gov/OSD—Docs/IAYNN—HAVEN.hanl 612l/2016

VLL"on"A Vuaa%oa Lr.7YLl},ILLVLL — id L L\L7-11L'L V LL• L7GLLGJ
rugczutj
The A horizon has hue of I OYR, value of 2 or 3, and chrome of 1 or 2; or is neutral with value of 2 or
3. When dry, this horizon has a salt -and -pepper appearance due to mixing of organic matter and white
sand grains. Texture is sand, fine sand or mucky fine sand.
The Eg or E horizon, where present, has hue of 1 OYR or 2.5YR, value of 4 to 7, and chroma of I or 2;
or is neutral with value of 5 to 7. Redoximorphic features in shades of yellow and brown range from
none to common. Texture is sand or fine sand.
The Bh horizon has hue of 5YR to IOYR, value of 2 or 3, and chroma of I to 4. Sand grains are
coated with organic matter. Vertical or horizontal tongues or pockets of grayish sand occur in the Bh
horizon in some pedons. Texture is sand, fine sand, loamy sand or loamy fine sand.
Some pedons have a CB horizon with hue of IOYR to SYR, value of 3 to 5, and chroma of 3 or 4
with redoximorphic features in shades of gray, brown, or yellow. Texture is sand, fine sand, loamy
sand or loamy fine sand.
Some pedons have a bisequum of E'g and B'h. Colors and textures are similar to the Eg and Bh
horizons.
The Cg horizon has hue of 7.5YR to SY, value of to 7, and chroma of I to 3. Redoximorphic
features in shades of brown, yellow, or red range from few to many. Texture is sand, fine sand, loamy
sand or loamy fine sand.
COMPETING SERIES: These include Boulogne and the very poorly drained Wesconnett series.
Boulogne and Wesconnett soils do not have E horizons immediately below the A horizon.
GEOGRAPHIC SETTING: Lynn Haven soils are on low areas and in depressions of the Gulf Coast
and Atlantic Flatwoods. They formed in thick beds of marine sand. The climate is warm and humid.
Slopes range from O to 5 percent. The average annual air temperature ranges from 65 to 70 degrees F.,
and the average annual precipitation ranges from 50 to 60 inches.
GEOGRAPHICALLY ASSOCIATED SOILS: These include the Allanton, Baymeade. Blanton.
Evergreen, Hurricane . KershKingsferrv, Kureb. Lakeiand. Leon. Mandarin Mg ille, Olustee.
Osier. PIummer. Potts, Rutlepe, Scranton. and Seagate series. Allanton, Hurricane and Pottsburg
soils have a Bh horizon at depths greater than 50 inches, The Baymeade, Blanton, Kershaw, Kureb,
Lakeland, Osier, Plummer, Rutlege, and Scranton soils do not have Bh horizons. Evergreen soils have
a histic epipedon. Kingsferry soils have a Bh horizon between a depth of 30 and 50 inches. Leon soils
lack an umbric epipedon. Olustee soils have Bt horizons below the Bh horizon. Murville soils do not
have E horizons immediately below the A horizon. Seagate soils are better drained and have argiliic
horizons beneath the Bh horizons.
DRAINAGE AND PERMEABILITY: poorly or very poorly drained; moderately rapid or moderate
permeability.
USE AND VEGETATION: Most areas of Lynn Haven soils remain in their natural state. A few
small areas are used for truck crops and pasture land.. The native vegetatio:. co- fists of sl%Wh pine,
longleaf pine, or cypress and bay trees with an underg owth of sawpalmet.o, gal berry, fedderbush,
huckleberry, and pineland threeawn. In depressions. cti-rress and bay trees are denser along with
blackgum, red maple, and Ogeechee lime. The shrubs include federbush, Virginia willow, buttonbush,
7s'3 • r Design S=sn'ct''Q-
i 123 Flora, P%wy,
WC 2 403•
https://soilseries.sc.egov.usda.gov/OSD DocsiLILYNN HAVEN,html 6;'2I 2016

VLAA%w&al yrilFa L-P'60 .A1P1Avta - L, i L\17 11A r L"1\ ►7GlIG.7
and waxmyrtle. Common herbaceous plants and vines include muscadine grape, greenbriars, and
poison -ivy, along with maidencane grass, cinnamon fern and sphagnum.
DISTRIBUTION AND EXTENT: Florida, Georgia, North Carolina and South Carolina. The series
is of moderate extent.
MLRA SOIL SURVEY REGIONAL OFFICE (MO) RESPONSIBLE: Auburn, Alabama.
SERIES ESTABLISHED: Florence and Sumter Counties, South Carolina; 1969.
REMARKS: The water table is at U to 6 inches for periods of 2 to 6 months annually and within a
depth of 40 inches for more than 6 months during most years; during extended dry periods it is below
40 inches. Depressional areas are ponded for long duration in most years.
Diagnostic horizons and features recognized in this pedon:
Umbric epipedon - The zone extending from the surface to a depth of 12 inches. (A horizon).
Albic horizon - The zone between 12 and 16 inches. (E horizon).
Spodic horizon - The zone between 16 and 34 inches. (Bhl and Bh2 horizons).
National Cooperative Soil Survey
U.S.A.
Hanover Desic
gn a8.-t1c6s
7i al mi�-r"..
Wijmf ntgton, km 264o,3
https://soilseries.sc.egov.usda.gov/OSD—DocsKAYNN—HAVEN.html 6/21/2016

LIMITED LIABILITY COMPANY ANNUAL R
NAME OF LIMITED LIABILITY COMPANY: TRS HOLDINGS, LLC
SECRETARY OF STATE ID NUMBER: 0717087 STATE OF FORMATION: NC
REPORT FOR THE YEAR: 2016
SECTION A: REGISTERED AGENT'S INFORMATION
1. NAME OF REGISTERED AGENT: Thomas R. Smith
2. SIGNATURE OF THE NEW REGISTERED AGENT:
SOSID: 0717087
Date Filed: 2/2l201611:59:00 PM
Elaine F. Marshall
North Carolina Secretary of State
CA2016 033 00173
Changes
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
3. REGISTERED OFFICE STREET ADDRESS S COUNTY 4. REGISTERED OFFICE MAILING ADDRESS
420 Beasley Road 420 Beasley Road
Wilmington, NC 28409 Brunswick Wilmington, NC 28409 Brunswick
SECTION B: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS: real estate development and
2. PRINCIPAL OFFICE PHONE NUMBER: [phone]
4. PRINCIPAL OFFICE STREET ADDRESS & COUNTY
CEIV
3. PRINCIPAL OFFICE EMAIL: BY.—
a �•
5. PRINCIPAL OFFICE MAILING ADDRESS
0o. - 0
420 Beasley Road 420 Beasley Road
Wilmington, NC 28409 Brunswick Wilmington, NC 28409 Brunswick
SECTION C: COMPANY OFFICIALS (Enter additional Company Officials in Section E.)
NAME: Thomas R. Smith NAME:
TITLE: Managing Member TITLE:
ADDRESS: ADDRESS:
420 Beasley Road
Wilmington, NC 28409 Brunswick
NAME:
TITLE:
ADDRESS:
SECTIO D: ERTI C T P T. Section D must be completed in its entirety by a persoNbusiness entity.
CAJ
f��A
11— vl-An ) iP
NATURE DATE
FJ must be signed bya offidaJ laW under C of this form.
dt Aq I' k4W64A
I kv �'h -�p A &I vl�
Print or Type Name of Company Official Print Type The f0e of the Company Offidel
SUBMIT THIS ANNUAL REPORT WITH THE REQUIRED FILING FEE OF $200
MAIL TO: Secretary of State, Corporations Division, Post OPfioe Box 29525, Raleigh, NC 27626-0525
■

STORM SEWER CALCULATIONS
AND STORMWATER MANAGEMENT
for
ROUNDTREE RFDOE
PREPARED FOR
TRS Holdings LLC
420 Beasley Road
Wilmington, NC 284W
914-562-4511
CARQ��F$•,,
X4 GQTj� /
s : SE AL
20007
C rzc�•[Cp
David S. Hollis, PE, PLS
a SP-- 4
Ra:eve: Hemp Services, FAA
1123 Floral Parkway
Wilmington, NC 28403
C-0597
ECEIVE
JUL 272016
BY:

Lehigh wet detention / retention ponds summary;
POND No. 1
Project Area = 357,717sf = 8.21 acres
Roadways (BC to BC) _
Sidewalks (5' wide) =
Lots (22 @ 4000sf each) _
Future, or other =
Total impervious =
POND No. 2
32,502sf
2,054sf
88,000sf
2,644sf
125,200sf = 35%
Project Area = 507,202sf = 11.64 acres
Roadways (BC to BC) _
Sidewalks (5' wide) =
Lots (33 @ 40009f each) _
Future, or other =
Total impervious
141e0-awn.doe
34,851 sf
5,138sf
132,000sf
5,531 sf
177,520sf = 35%
Hat-'Ovar Design Services
1123 Floral Pkwy,
Wilmington, NC 234t33

Lehigh wet detention / retention pond
POND No. 1
Additional Calculation Summary for NCDENR / DWQ :
WATER QUALITY CONSIDERATIONS -
Impervious area calculations: See Project Data Sheet
TOTAL IMPERVIOUS = 125,200 sf
TOTAL AREA DRAINING TO POND = 8.21 acres = 357,717 sf
SA REQUIRED: 125200 / 357717 = 0.35 or 35%
At 4.5' average depth, 90% TSS removal, from chart - SA/DA factor = 2.8
357717 x 0.01 x 2.8 = 10,000 sf SA REQUIRED
At Elev. = 11.0 29,000 sf SA PROVIDED
VOLUME REQUIRED: R=[(P)(PJ)(Rv)/12I(A)
SEE PAGES A.1 and A.2, "Controlling Urban Runoff:
A Practical Manual for Planning and Designing Urban BMPs"
(P) = 1.5"
(Pj)= 0.9
(Rv) = 0.05 + 0.9(125200/357717) = 0.365
(A) = 357717
R= [(1.5)(0.365)/12](357717) = 0.461 acre-feet
= 16,300 cf REQUIRED STORAGE
At Elev. = 12.0 = 32,500 cf PROVIDED STORAGE
DRAWDOWN:
Average head from storage elevation to orifice -
12.0 - 11.0 / 3 = 0.33
6" PVC w/ 2" hole drain to draw -down pond required storage volume:
Orifice equation: Q = CA(2gh)" 1 /2
Q = 0.61.0218)(64.4 X 0.33)" 112 = 0.0606 cfs
T = 269,000 sec. = 3 days OKAY
FOREBAY REQUIREMENTS -
Approximate required capacity = 130,750 X 20% = 26,150 cf
Provided capacity = 26,750 cf OKAY
Henover Design S���icw
1123 Floral Pk",
Wilmington, NC 28403

Lehigh - Pond 1
STAGE - STORAGE TABLES:
MAIN BODY OF POND - BUILD -OUT CONDITION
Above WSEL
INCR.
INCPL
INCR.
ELEV.
AREA
VOL.
STORAGE
STORAGE
(ft)
(sf)
(Cfl
(CI)
(Be-ft)
11.0
29,000
-
-
-
12.0
36,000
32,500
329500
0.75
13.0
39,500
18,875
51,375
1.18
14.0
43,500
20,750
72,125
1.66
15.0
47,000
45,250
117,375
2.69
16.0
51,000
49,000
166,375
3.82
STATE STORAGE VOLUME - 32,500 0.75
staage14160.xis
Design Services
1123 Floral Phwy.
Wilrnington, NC 2c o3

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Hydrograph Summary Report
Page 7
Hyd.
No.
Hydrograph
type
(origin)
Peak
Now
(cfs)
Time
interval
(min)
Time to
peak
(min)
Volume
(Cult)
Return
period
(Ym)
Inflow
hyd(s)
Maximum
elevation
(ft)
Maximum
storage
WWI)
Hydrograph
description
1
SCS Runoff
5.48
6
762
56,790
10
—
—
10yr Predev-24hr
2
SCS Runoff
10.55
6
756
102,327
50
—..•
—
-----
50yr Predev
3
SCS Runoff
12.99
6
755
124,029
100
----
-.---
--
100yr Predev
4
SCS Runoff
23.63
6
738
182,831
10
--
----
---
I%T Postdew24hr
5
SCS Runoff
33.66
6
738
220.712
50
--
--
Sow Pcswvj
8
SCS Runoff
38.00
6
738
250,640
100
---
-....-
--
10Dyr Postdev
7
Reservoir
6.48
6
792
140,093
10
4
13.39
80.466
1 Oyr Past-Route-24
8
Rsservdr
11.97
6
780
206,055
50
5
14.11
116,818
50yr Post -Route
9
Reservoir
13.78
6
780
237.946
100
6
14.37
128.538
100yr Post -Route
10
Rational
5.30
1
30
9.547
2
--
------
_.._
1-year Rational pr
11
Rational
30.88
1
15
27.791
2
--»
—
--
i-year post
12
Reservdr
0.06
1
30
5.157
2
11
11.85
27,730
i-year rued
13
SCS Runoff
8.25
6
762
81,676
25
---
—
--..
25.YR PRE
14
SCS Runoff
29.31
5
738
190,985
25
----
—..
---
25- P POST
15
Reservotr
8.22
6
786
178,344
25
14
13.83
104,557
25-YR ROUTED
9
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'IUliiM,1n:lton, �NJC
Proj. file: pondl-scs.GPW
OF file: newhanover.IDF
Run date: 06-03-2016

Reservoir Report ft" 1
Reservoir No. 1 - Lehigh Pond 1 SCS
Pond Data
Pond storage Is based on known contour areas
Stage 1 Storage Table
Stage Elevation Contour area Incr. Storage Total storage
ft ft sqft cuff cult
0.00
11.00
29,000
0
0
1.00
12.00
36,000
32,500
32,500
2.00
13.00
39,500
37,750
70,250
3.00
14.00
43,500
41,500
111,750
4.00
15.00
47,000
45,250
157,000
5.00
16.00
51,000
49,000
206,000
Culvert 1 orifice Structures Weir Structures
English
[A]
[Bl
[C]
[D]
[A]
[B]
[C]
[D]
Rise in
= 18.0
2.0
0.0
0.0
Crest Len ft
= 1.0
16.0
30.0
0.0
Shan in
= 18.0
2.0
0.0
0.0
Crest El. ft
= 12.00
14.00
15.00
0.00
No. Barrels
= 1
1
0
0
Weir Coeff.
= 3.30
3.30
3.00
0.00
Invert El. ft
= 11.00
11.00
0.00
0.00
Eqn. Exp.
= 1.50
1.50
1.50
0.00
Length ft
= 20.0
15.0
0.0
0.0
Multi -Stage
= Yes
Yes
No
No
Slope %
= 0.10
0.01
0.00
0.00
N Value
= .011
.011
.000
.000
Qrif. Coeff.
as Q60
0.60
0.00
0.00
Multi -Stage
= ----
Yes
No
No
Tailwater Elevation a
11.00 ft
Nab All oublowe have been analysed under Intel and m0et caWd
Stage I Storage I Discharge
Table
Stage Storage Elevation Clv A Clv B CIv C Clv D Wr A Wr B Wr C Wr D Discharge
ft tuft ft efs cfs cis cfs cis cfs cis eisll cfs
0.00
0
11.00
0.00
0,00-
--- 0.00
0.00
0.00 ---
0.00
1.00
32,500
12.00
1.10
0.07 --
--- 0.00
0.00
0.00 ---
0.07
2.00
70,250
13.00
7.71
0.05 ---
--- 3.30
0.00
0.00 --
3.35
3.00
111,750
14.00
12.76
M07 --
--- 9.33
0.00
0.00 ---
9.41
4.00
157.000
15.00
15.34
0.00 ---
--- 17.15
52.80
0.00 ---
15.34
5.00
206,000
16.00
17.54
0.00 ---
--- 26.40
149.34
90.00 ---
107.54
Hanovertesit1 Services
1123 s iG74 M;X-t:,y.

1
1'
I
Hwiover Desigri Services
1123 Fierai PRv y.
Wiimingt®n. ANC 28403
Project: pond's-scs.GPW IDF: newhenover.IDF 15 hyd's 1��3-2016

Hydrograph Report
Hyd. No. I
10yr Predev-24hr
Hydrograph type
Storm frequency
Drainage area
Basin Slope
Tc method
Total precip.
Storm duration
SCS Runoff
= 10 yrs
= 8.21 ac
= 0.5 %
= USER
= 6.70 in
= 24 hrs
Hydrograph Discharge Table
Peals discharge = 5.48 cfs
Time interval =
6 min
Curve number =
55
Hydraulic length =
900 ft
Time of cons. (Tc) =
30 min
Distribution =
Type III
Shape factor =
242
Time -- Outflow Time -- Outflow Time -- Outflow
(hrs cfs) (hrs cfs) (hrs cfs)
EIVIsh
TaW Volume = 55,790 tuft
Time -- Outflow
(hrs cfs)
11.50
0.06
14.70
i .53
17.90
0.65
21.10
0.41
11.60
0.11
14.80
1.48
18.00
0.63
21.20
0.41
11.70
0.18
14.90
1.44
18.10
0.62
21.30
0.40
11.60
0.32
1.5.00
1.40
18.20
0.60
21.40
0.40
11.90
0.56
15.10
1.36
18.30
0.59
21.50
0.39
12.00
1.07
15.20
1.33
18.40
0.58
21.60
0.39
12.10
1.92
15.30
1.29
18.50
0.56
21.70
0.38
12.20
2.91
15.40
1.26
18.60
0.55
21.80
0.38
12.30
3.95
15.50
1.22
16.70
0.54
21.90
0.38
12.40
4.76
15.60
1.19
18,80
0.53
22.00
0,37
12.50
5,20
15.70
1.16
18.90
0.53
22.10
0.37
12.60
5.42
15.60
1.13
19.00
0.52
22.20
0.37
12.70
5.48 <<
15.90
1.10
19.10
0.51
22.30
0.38
12.80
5.42
16.00
1.07
19.20
0.50
22.40
0.38
12.90
5.29
16.10
1.03
19.30
0.50
22.50
0.38
13.00
5.13
16.20
1.00
19.40
0.49
22.60
0.37
13.10
4.93
16.30
0.97
19.50
0.49
22.70
0.37
13.20
4.70
16.40
0.94
19.60
0.48
22.80
0.37
13.30
4.44
16.50
0.92
19.70
0.48
22.90
0.36
13.40
4.17
16.60
0.89
19.80
0.47
23.00
0.36
13.50
3.89
16.70
0.87
19.90
0.47
23.10
0.36
13.60
3.59
16.80
0.84
20.00
0.46
23.20
0.35
13.70
3.28
16.90
0.82
20.10
0.46
23.30
0.35
13.80
2.97
17.00
0.80
20.20
0.45
23.40
0.34
13.90
2.65
17.10
0.78
20.30
0.45
23.50
0.34
14.00
2.35
17.20
0.76
20.40
0.44
23.60
0.34
14.10
2.10
17.30
0.74
20.50
0.44
23.70
0.33
14.20
1.93
17.40
0.73
20.50
0.43
23.80
0.33
14.30
1.80
17.50
0.71
20.70
0.43
23.90
012
14.40
1.71
17.60
0.69
20.80
0.43
24.00
0.32
14.50
1.64
17.70
0.68
20.90
0.42
24.10
0,30
14.60
1.58
17.80
0.66
21.00
0.42
24.20
0,29
Continues on next page,,.
'risnover 0eSign 8 '.,
E�r"S�StFf��%t�

Hydrograph Report
Hyd. No. 2
50yr Predev
Hydrograph type
Storm frequency
Drainage area
Basin Slope
Tc method
Total precip.
Storm duration
= SCS Runoff
= 50 yrs
= 8.21 ac
= 0.5 %
= USER
= 9.00 in
= 24 hrs
Hydrograph Discharge Table
Peak discharge
Time interval
Curve number
Hydraulic length
Time of cons. {Tc)
Distribution
Shape factor
Time -- Outflow Time -- Outflow Time -- Outflow
(hrs cfs) (hrs cfs) (hm cfs)
Page 1
Errgl'ish
= 10.55 cis
= 6 min
= 55
= 900 ft
= 30 min
Type III
= 242
Total Vdume=102,327 cuH
Time - Outflow
(hrs cfs)
10.80
0.14
14.00
3.96
17.20
1.22
20.40
0.70
10.90
0.18
14.10
3.51
17.30
1.19
20.50
0.70
11.00
0.22
14.20
3.22
17.40
1.16
20.60
0.69
11.10
0.27
14.30
2.99
17.50
1.14
20.70
0.68
11.20
0.34
14.40
2.83
17.60
1.11
20.80
0.67
11.30
0.41
14.50
2.70
17.70
1.09
20.90
0.67
11.40
0.49
14.60
2.60
17.80
1.06
21.00
0.66
11.50
0.60
14.70
2.51
17.90
1.04
21.10
0.65
11.60
0J4
14,80
2.43
18.00
1.01
21.20
0.64
11.70
0.95
14.90
2.36
18.10
0.99
21.30
0.64
11.80
130
15.00
2.29
18.20
0.96
21.40
0.63
11.90
1.85
15.10
2.23
18.30
0.94
21.50
0.62
12.00
2.93
15.20
2.17
18.40
0.92
21.60
0.61
12.10
4.58
15.30
2.11
18.50
0.90
21.70
0.61
12.20
6.42
15.40
2.05
18.60
0.88
21.80
0.60
12.30
8.27
15.50
1.99
18.70
0.87
21.90
0.59
12.40
9.63
15.60
1.94
18.80
0.85
22.00
0.58
12.50
10.28
15.70
1.88
18.90
0.84
22.10
0.59
12.60
10.55 <<
15.80
1.83
19.00
0.82
22.20
0.59
12.70
10.54
15.90
1.78
19.10
0.81
22.30
0.60
12.80
10.31
16.00
1.72
19.20
0.80
22.40
0.60
12.90
9.97
16.10
1.67
19.30
0.79
22.50
0.60
13.00
9.57
16.20
1.62
19.40
0.78
22.60
0.59
13.10
9.11
16.30
1.57
19.50
0.77
22.70
0.58
13.20
8.61
16.40
1.52
19.60
0.76
22.80
0.58
13.30
8.08
16.50
1.48
19.70
0.76
22.90
0.57
13.40
7.51
16.60
1.43
19.80
.0.75
23.00
0.57
13.50
6.93
16.70
1.39
19.90
0.74
23.10
0.56
13.60
6.33
18.80
1.35
20.00
0.73
23.20
0.55
13.70
5.72
16.90
1.32
20.10
0.73
23.30
0.55
13.80
5.11
17.00
1.28
20.20
0.72
23.40
0.54
13.90
4.52
17.10
1.25
20.30
0.71
23.60
0.53
Continues on next page-

Hydrograph Report Page
English
Hyd. No. 3
100yr Predev
Hydrograph type
= SCS Runoff
Peak discharge =
12.99 cfs
Storm frequency
= 100 yrs.
Time interval =
6 min
Drainage area
= 8.21 ac
Curve number =
55
Basin Slope
= 0.5 %
Hydraulic length =
900 It
Tc method
= USER
Time of conc. (Tc) =
30 min
Total precip.
= 10.00 in
Distribution =
Type iii
Storm duration
= 24 hrs
Shape factor =
242
Total Vdume m 124.029 tuft
Hydrograph
Discharge Table
Time --
Outflow
Time -- Outflow
Time --
Outflow
Time --
Outflow
(hrs
cfs)
(hrs
cfs)
(hrs
cfs)
(hrs
cfs)
10.50
0.17
13.70
6.85
16.90
1.54
20.10
0.84
10.60
0.21
13.80
6.10
17.00
1.50
20.20
0.84
10.70
0.25
13.90
5.37
17.10
1.46
20.30
0.83
10.80
0.31
14.00
4.69
17.20
1.43
20.40
0.82
10.90
0.37
14.10
4.15
17.30
1.39
20.50
0.81
11.00
0.43
14.20
3.80
17.40
1.36
20.60
0.80
11.10
0.50
14.30
3.53
17.50
1.33
20.70
0.79
11.20
0.58
14.40
3.33
17.60
1.30
20.80
0.78
11.30
0.68
14.50
3.18
17.70
1.27
20.90
0.78
11.40
0.79
14.60
3.06
17.80
1.24
21.00
0.77
11.50
0.93
14.70
2.96
17.90
1.21
21.10
0.76
11.60
1.11
14.80
2.86
18.00
1.18
21.20
0.75
11.70
1.39
14.90
2.77
18.10
1.15
21.30
0.74
11.80
1.83
15.00
2.69
18.20
1.12
21.40
0.73
11.90
2.53
15.10
2.62
18.30
1:10
21.50
0.72
12.00
3.88
15.20
2.54
18.40
1.07
21.60
0.72
12.10
5.90
15.30
2.47
18.50
1.05
21.70
0.71
12.20
8.13
15.40
2.40
18.60
1.03
21.80
0.70
12.30
10.35
15.50
2.34
18.70
1.01.
21.90
0.69
12.40
11.96
15.60
2.27
18.80
0.99
22.00
0.68
12.50.
12.70
15.70
2.21
18.90
0.97
22.10
0.68
12.60
12.99 <<
15.80
2.14
19.00
0.96
22.20
0.69
12.70
12.92
15.90
2.08
19.10
0.95
22.30
0.69
12.80
12.61
16.00
2.02
19.20
0.93
22.40
0.70
12.90
12.1.7
16.10
1.96
19.30
0.92
22.50
0.69
13.94
11.65
16.20
1.89
19.40
0.91
22.60
0.69
13.10.
11.08
16.30
1.84
19.50
0.90
22.70
0.68
13.20
10.44
16.40
1.7E
19.60
0.89
22.80
0.67
13.30
9.77
16.50
1.73
19.70
0.88
22.90
0.67
13.40
9.07
16.60
1.68
19.80
0.87
23.00
0.66
13.50
8.34
16.70
1.63
19.90
0.86
23.10
0.65
13.60
7.60
16.80
1.58
20.00
0.85
23.20
0.64
Continues on next page...

Hydrograph Report Page
English
Hyd. No. 4
10yr Postdev-24hr
Hydrograph type
= SCS Runoff
Peale discharge =
23.63 cfs
Storm frequency
= 10 yrs
Time interval =
6 min
Drainage area
= 8.21 ac
Curve number =
85
Basin Slope
= 0.5 %
Hydraulic length =
900 ft
Tc method
= USER
Time of conc. (Tc) =
15 min
Total precip.
= 6.70 in
Distribution =
Type Ili
Storm duration
= 24 hrs
Shape factor =
242
Total Volume =152,631 tuft
Hydrograph Discharge Table
Time -- Outflow
Time - Outflow
Time --
Outflow
Time -- Outflow
(hrs
cfs)
(hrs
cfs)
(hrs
cfs)
(hrs
cfs)
7.20
0.25
10.40
1.65
13.60
3.70
18.80
1.29
7.30
0.27
10.50
1.74
13.70
3.52
16.90
1.26
7.40
0.29
10.60
1.85
13.80
3.36
17.00
1.24
7.50
0.31
10.70
1.96
13.90
3.23
17.10
1.21
7.60
0.33
10.80
2.07
14.00
3.10
17.20
1.18
7.70
0.35
10.90
2.19
14.10
2.98
17.30
1.16
7.80
0.37
11.00
2.32
14.20
2.86
17.40
1.13
7.90
0.39
11.10
2.46
14.30
2.76
17.50
1.10
8.00
0.42
11.20
2.63
14.40
2.67
17.60
1.08
8.10
0.44
11.30
2.86
14.50
2.58
17.70
1.05
8.20
0.47
11.40
3.14
14.60
2.51
17.80
1.02
8.30
0.50
11.50
3.46
14.70
2.44
17.90
1.00
6.40
0.53
11.60
3.98
14.80
2.37
18.00
0.97
8.50
0.57
11.70
5.00
14.90
2.31
18.10
0.94
8.60
0.60
11.80
6.68
15.00
2.25
18.20
0.92
8.70
0.64
11.90
9.01
15.10
2.19
18.30
0.90
8.80
0.69
12.00
13.38
15.20
2.12
18.40
0.88
8.90
0.73
12.10
19.45
15.30
2.06
18.50
0.87
9.00
0.78
12.20
23.05
15.40
2.00
18.60
0.85
9.10
0.83
12.30
23.63 <<
15.50
1.94
18.70
0.84
9.20
0.88
12.40
23.06
15.60
1.88
18.80
0.83
9.30
0.93
12.50
21.39
15.70
1.82
18.90
0.83
9.40
0.99
12.60
18.91
15.80
1.76
19.00
0.82
9.50
1.04
12.70
16.13
15.90
1.70
19.10
0.81
9.60
1..10
12.80
13.36
16.00
1.64
19.20
0.80
9.70
1.16
12.90
10.70
16.10
1.58
19.30
0.79
9.80
1.22
13.00
8.25
16.20
1,52
19.40
0.78
9.90
1.28
13.10
6.46
16.30
1,47
19.50
0.78
10.00
1.34
13.20
5.39
16.40
1.43
19.60
0.77
10.10
1.41
13.30
4.67
16.50
1.39
19.70
0.76
10.20
1.48
13.40
4.21
16.60
1.35
19.80
0.75
10.30
1.56
13.50
3.92
16.70
1.32
19.90
0.74
Continues on next page...
Vl'iic��l��'I�'a71 r, :ta :dbiac6'l:

Hydrograph Report Page 1
Engish
Hyd. No. 5
50yr Postdev
Hydrograph type
= SCS Runoff
Peak discharge =
33.66 cfs
Stone frequency
= 50 yrs
Time interval =
6 min
Drainage area
= 8.21 ac
Curve number =
65
Basin Slope
= 1.0 %
Hydraulic length =
900 It
Tc method
= USER
Time of conc. (Tc) =
15 min
Total precip.
= 9.00 in
Distribution =
Type III
Storm duration
= 24 hrs
Shape factor =
242
Total vdume = 220,712 wit
Hydrograph Discharge Table
Time -- Outflow
Time -- Outflow
Time -- Outflow
Time « Outflow
(hrs
cfs)
(hm
cfs)
(hm
cfs)
(hrs
cfs)
6.40
0.34
9.60
1.86
12.80
18.74
16.00
2.25
6.50
0.36
9.70
1.94
12.90
14.96
16.10
2.17
6.60
0.38
9-An
2.03
13.00
11.49
16.20
2.09
6.70
0.41
9.90
2.12
13.10
8.97
16.30
2.03
6.80
0.43
10.00
2.20
13.20
7.48
16.40
1.97
6.90
0.46
10.10
2.30
13.30
6.48
16.50
1.91
7.00
0.49
10.20
2.40
13.40
5.83
16.60
1.86
7.10
0.52
10.30
2.52
13.50
5.42
16.70
1.82
7.20
0.55
10.40
2.65
13.60
5.12
16.80
1.78
7.30
0.58
10.50
2.79
13-70
4.87
16.90
1,74
7.40
0.61
10.60
2.94
13.80
4,65
17.00
1.70
7.50
0.64
10.70
3.10
13.90
4.46
17.10
1.66
7.60
0.67
10.80
3.26
14.00
4.28
17.20
1.63
7.70
0.71
10.90
3.43
14.10
4.11
17.30
1.59
7.80
0.74
11.60
3.61
14.20
3.95
17.40
1.55
7.90
0.77
11.10
3.81
14.30
3.81
17.50
1.52
8.00
0.81
11.20
4.06
14.40
3.68
17.60
1.48
8.10
0.85
11.30
4.40
14.50
3.56
17.70
1.44
8.20
0.89
11.40
4.80
14.60
3.46
17.80
1.41
8.30
0.94
11.50
5.26
14.70
3.36
17.90
1.37
8.40
0.99
11.60
6.01
14.80
3.27
18.00
1.33
8.50
1.04
11.70
7.50
14.90
3.18
18.10
1.30
8.60
1.10
11.80
9.94
15.00
3.09
18.20
1.26
8.70
1.17
11.90
13.28
15.10
3.01
18.30
1.24
8.80
1.23
12.00
19.49
15.20
2.93
18.40
1.21
8.90
1.30
12,10
28.02
15.30
2.84
18.50
1.19
9.00
1,38
12.20
32.98
15.40
2.76
18.60
1.17
9.10
1.45
12.30
33.66 <<
15.50
2.657
18.70
1.16
9.20
1.53
12.40
32.71
15.60
2.59
18.80
1.14
9.30
1.61
12.50
30.26
15.70
2.51
18.90
1.13
9.40
1.69
12.60
26.68
15.80
2.42
19.00
1.12
9.50
1.77
12.70
22.69
15.90
2.34
19.10
1.11
Continues on next page...
Hamm Design Servicc-s
1123 Plural Pkviy.

Hydrograph Report Pap 1
English
Hyd. No. 6
100yr Postdev
Hydrograph type
= SCS Runoff
Peak discharge =
38.00 cis
Storm frequency
= 100 yrs
Time interval =
6 min
Drainage area
= 8.21 ac
Curve number =
85
Basin Slope
= 1.0 %
Hydraulic length =
900 ft
Tc method
= USER
Time of conc. (Tc) =
15 min
Total precip.
= 10.00 in
Distribution =
Type III
Storm duration
= 24 hrs
Shape factor =
242
ioW Volume = 250,640 cult
Hydrograph Discharge Table
Time -- Outflow
Time -- Outflow
Time --
Outflow
Time --
Outflow
(hrs
cis)
(hrs
cfs)
(hrs
cfs)
(hrs
cfs)
6.20
0.40
9.40
2.01
12.60
30.03
15.80
2.71
6.30
0.42
9.50
2.10
12.70
25.52
15.90
2.61
6.40
0.44
9.60
2.20
12.80
21.0E
16.00
2.52
6.50
0.47
9.70
2.30
12.90
16.79
16.10
2.43
6.60
0.50
9.80
2.39
13.00
12.89
16.20
2.34
6.70
0.53
9.90
2.49
13.10
10.06
16.30
2.26
6.80
0.56
10.00
2.59
13.20
8.39
16A0
2.20
6.90
0.59
10.10
2.70
13.30
7.26
16.50
2.14
7.00
0.62
10.20
2.82
13.40
6.53
16.60
2.08
7.10
0.65
10.30
2.95
13.50
6.07
16.70
2.03
7.20
0,69
10.40
3.09
13.60
5.74
16.80
1.99
7.30
0.72
10.50
3.25
13.70
5.45
16.90
1.94
7.40
0.76
10.60
3.42
13.80
5.21
17.00
1.90
7.50
0.80
10.70
3.60
13.90
4.99
17.10
1.66
7.60
0.84
10.80
3.79
14.00
4.79
17.20
1.82
7.70
0.88
10.90
3.98
14.10
4.60
17.30
1.78
7.80
0.91
11.00
4.18
14.20
4.42
17.40
1.74
7.00
0.96
11.10
4.40
14.30
4.26
17.50
1.69
8.00
1.00
11.20
4.70
14.40
4.12
17.60
1.65
8.10
1.04
11.30
6.07
14.50
3.99
17.70
1.61
8.20
1.09
11.40
5.53
14.60
3.87
17.80
1.57
8.30
1.14
11.50
6.05
14.70
3.76
17.90
1.53
8.40
1.20
11.60
6.90
14.80
3.65
18.00
1.49
8.50
1.27
11.70
8.59
14.90
3.56
18.10
1.45
8.66
1.34
11.80
11.36
15.00
3.46
18.20
1.41
8.70
1.41
11.90
15.14
15.10
3.37
18.30
1.38
8.80
1.49
12.00
22.15
15.20
3.27
18.40
1.35
8.90
1.57
12,10
31.73
15.30
3.18
18.50
1.33
9.00
1.65
12.20
37.27
15.40
3.08
18.60
1.31
9.10
1.74
12.30
38.00
15.50
2.99
18.70
1.29
9.20
1.83
12.40
36.89
15.60
2.90
18.80
1.28
9.30
1.92
12.50
34.09
15.70
2.80
18.90
1.27
Continues on next page...
Wi"MV-1910n; NC 28403

Hydrograph Report
Hyd. No. 7
10yr Post-Route-24hr
Hydrograph type = Reservoir
Storm frequency = 10 yrs
Inflow hyd. No. = 4
Max. Elevation = 13.39 ft
Peak discharge
Time interval
Reservoir name
Max. Storage
Page 9
English
= 5.48 cfs
=6min
= Lehigh Pond 1 S
= 86,466 cuff
Some kwxauon m1mod used. Total Volume =140.093 tuft
Hydrograph Discharge Table
Time Inflow Elevation Clv A Civ B Civ C Civ D Wr A Wr B Wr C Wr D Outflow
(hra)
cfs
ft
cfs
cfs cfs
cfs cis cis cis cis
cis
11.70
5.00
11.67
0.67
0.05 -
0.05
11:80
6.68
11.73
0.75
0.06 -
- - ----- ---- --
0.06
11.90
9.01
11.82
0.86
0.06 ---
----- ----- ----- ----- -----
0.06
12.00
13.38
11.94
1.03
0.07 -
--- ----- - - -----
0.07
12.10
19.45
12.11
1.23
0.07 -
- 0.11 - - -
0.19
12.20
23.05
12.30
1.42
0.07 -
- 0.55 - a--- -
0.63
12.30
23.63 <<
12.52
1.90
0.06 -
- 1.23 - ----- -
1.29
12.40
23.06
12.72
5.26
0.04 --
- 2.04 ----- ----- ----
2.07
12.50
21.39
12.91
7.02
0.05 -
--- 2.86 ---- --- -----
2.92
12.60
18.91
13.07
8.18
0.05 -
--- 3.64 - - -
3.69
12.70
16.13
13.18
8.97
0.06 -----
- 4.25 ----- - ---
4.31
12.80
13.36
13.27
9.51
0.06 -
- 4.74 - - -
4.80
12.90
10.70
13.33
9.87
0.06 -
- 6.08 -- -- ----
5.15
13.00
8.25
13.37
10.08
0.06 -----
- 5.29 - ---- -----
5.36
13.10
6.46
13.39
10.18
0.06 ---
---- 5.39 --_- - -----
5.46
13.20
5.39
13.39
10.20
0.06 -
--- 5.41 - ----- -
5.48 <<
13.30
4.67
13.39
10.18
0.06 -
- 5.39 - ---- --
5.46
13.40
4.21
13.38
10.13
0.06 -
- 5.34 -
5.41
13.50
3.92
13.37
10.07
0.06 -
----- 5.28 ----- ---- -
5.34
13.60
3.70
13.35
9.99
0.06 -
- 5.20 -
5.27
13.70
3.52
13.34
9.91
0.06 -
- 5.12 --- --- -
5.19
13.80
3.36
13.33
9.83
0.06 -----
---•- 5.04 ----- --- -
5.10
13.90
3.23
13.31
9.74
0.06
----- 4.95 -----
5.01
14.00
3.10
13.29
9.65
0.06 -
- 4.86 - ---- ----
4.92
14.10
2.98
13.28
9.55
0.06 - ----
---- 4.77 - - --
4.83
14.20
2.86
13.26
9.45
0.06 -
- 4.68 ----- ---- ----
4.74
14.30
2.76
13.25
9.35
0.06 -
---- 4.59 - ----- ----
4.65
14.40
2.67
13.23
9.25
0.06 -
--- 4.50 ----- ---- -----
4.56
14.50
2.58
13.21
9.15
0.06 -
---- 4.41 - ----- -----
4.47
14.60
2.51
13.20
9.05
0.06 -
- 4.32 - - -
4.38
14.70
2.44
13.18
8.95
0.06 -
- 4.23 - - -
4.29
14.80
2.37
13.16
8.84
0.06 -
- 4.15 - ----- -----
4.21
14.96
2.31
13.16
8.74
0.06
- 4.07 - ----- -
4.12
150.00
2.25
13.13
8.63
0.06 -
----- 3.9Q - - -
4.04
15.10
2.19
13.12
8.53
0.06 -----
--- 3.90 ---- ---- --
3.96
15.20
2.12
13.10
8.43
0.06 -----
- 3.82 -- - -
3.87
Continues on next page...
H a-c r Clbaigrn 9eo %(Wes
1123 Fk,, al. Pkvvy
Wilmington, NC 284f3

Hydrograph Report Page 1
English
Hyd. No. 8
50yr Post -Route
Hydrograph type
= Reservoir
Peak discharge
= 11.97 ds
Storm frequency
= 50 yrs
Time interval
= 6 min
Inflow hyd. No.
= 5
Reservoir name
= Lehigh Pond I S
Max. Elevation
= 14.11 ft
Max. Storage
= 116,818 cult
Storage WWatm matIM used. Totes Volume = 208.058 tuft
Hydrograph Discharge Table
Time Inflow Elevation Civ A Civ B Civ C Civ D Wr A Wr B Wr C Wr D Outflow
(hrs)
cfs
ft
cfs
cfs cfs
cfs cfs
cfs cfs cfs
cfs
11.70
7.50
12.11
1.24
0,07 -----
- 0.12
----- ----- -----
0.19
11.80
9.94
12.19
1.32
0.07 -
- 0.27
----- ----- ----
0.35
11.90
13.28
12.29
1.41
0.07 -
- 0.53
- ----- -----
0.60
12.00
19.49
12.44
1.60
0.07 -
-- 0.98
- - -----
1.04
12.10
28.02
12.66
4.44
0.04 -
- 1.76
- ---- -
1.80
12.20
32.98
12.92
7.12
0.05 -----
- 2.93
-----
2.98
12.30
33.66 ec
13.19
9.00
0.06 ---
- 4.28
- ---- ----
4.33
12.40
32.71
13.43
10.43
0.07 -
- 5.66
---- ----- ----
5.73
12.50
30.26
13.65
11.56
0.07 -
--- 7.00
----- - -----
7.07
12.60
26.68
13.83
12.27
0,07 -
----- 8.18
- --- -
8.25
12.70
22.69
13.97
12.67
0.07 -
---- 9.12
- ----- -
9.19
12.80
18.74
14.06
12.92
0.07 -
- 9.74
0.95 - -
10.76
12.90
14.96
14.10
13.05
0.07 ----
- 10.05
1.71 - ---
11.80
13.00
11.49
14.11
13.07
0.07 ---
- 10.13
2.04 - -
11.97 «
13.10
8.97
14.10
13.04
0.07 -
----- 10.04
1.65 ----- -
11.76
13.20
7.48
14.07
12.97
0.07 -
- 9.85
1.22 - -
11.15
13.30
6.48
14.04
12.88
0.07 ----
- 9.64
0.72 - -
10.43
13.40
5.83
14.01
12.80
0.07 -----
- 9.42
0.20 - ---
9.69
13.50
5.42
13.98
12.70
0.07 -
----- 9.19
- ----- -
9.26
13.60
6.12
13.95
12.61
0.07 -
- 8.96
- ----- -
9.03
13.70
4.87
13.91
12.51
6.07 -----
--- 8.73
- - -----
8.80
13.80
4.65
13:88
12.41
0.07 -----
----- 8.49
----- ---- -
8.57
13.90
4.46
13.84
12.31
0.07 -----
- 8.27
- - --
8.34
14.00
4.28
13.81
12.21
0.07 -
- 8.04
---- - -
8.11
14.10
4.11
13.78
12.10
0.07 -
- 7.82
----- - -
7.89
14.20
3.95
13.75
11.98
0.07 -
- 7.61
----- --- --
7.68
14.30
3.81
13.71
11.86
0.07 -
----- 7.40
----- ---- -----
7.47
14.40
3.68
13.68
11.72
0.07 -
----- 7.20
- ----- -----
7.27
14.50
3.56
13.65-
11.57
0.07 -----
- 7:00
----- ---- -----
7.07
14.60
3."6
13.62
11.42
0.07 -
----- 6.81
----- -- -----
6.88
14.70
3.36
13.59
11.27
0.07 ----
--- 6.63
----- - -
6.69
14.80
3.27
13.56
11.12
0.07 ----
--- 6.45
---
6.52
14.90
3.18
13.54
10.98
0.07 --
- 6.28
--- --- -
6.35
15.00
3.09
13.51
10.84
0.07 -
- 6.11
- --- ---
6.18
15.10
3.01
13.48
10.70
0.07 -----
- 5.95
- - -
6.02
15.20
2.93
13.46
10.56
0.07 -----
- 5.80
----- --- ---•-
6.86
Continues on next page...
Har o- Ver CICSign servl "s
1123 Moral ;ph%v ,
WhIngton, NC 28403,

Hydrograph
Report
Page 7
Eng1sh
yd. No. 9
100yr Post -Route
Hydrograph type
= Reservoir
Peak discharge
= 13.78 cfs
Storm frequency
= 100 yrs
Time interval
= 6 min
Inflow hyd. No.
= 6
Reservoir name
= Lehigh Pond 1 S
Max. Elevation
= 14.37 ft
Max. Storage
= 128,638 cuft
storage t e"On MOMW used.
Totat Vdume = 237,946 tuft
Hydrograph Discharge Table
Time
inflow
Elevation
Civ A
Civ B
Civ C Civ D Wr A
Wr B
Wr C Wr D Outflow
(hrs)
cis
ft
cfs
cis
cfs cis cis
da
cfs cis ds
11.40
5.53
12.10
1.23
0.07
- - 0.11
-
- - 0.18
11.50
6.05
12.16
1.29
0.07
----- - 0.21
-
- - 0.29
11.60
6.90
12.21
1.35
0.07
--- ---- 0.33
-
- - 0.40
11.70
8.59
12.28
1.40
0.07
- - 0.50
-
- ----- 0.57
11.80
11.38
12.37
1.47
0.07
----- - 0.75
-
- - 0.82
11.90
15.14
12.49
1.51
0.06
----- ----- 1.13
-
- - 1.19
12.00
22.15
12.65
4.39
0.04
- ----- 1.74
-
- - 1.79
12.10
31.73
12.89
6.82
0.05
- ---- 2.76
-
- - 2.80
12.20
37.27
13.17
8.85
0.06
- - 4.16
-
- - 4.22
12.30
38.00 «
13.45
10.52
0.07
----- ----- 5.76
-
- ----- 5.82
12AO
36.89
13.72
11.87
0.07
----- ----- 7.42
-
- - 7.49
12.50
34.09
13.95
12.62
0.07
- ----- 9.00
-----
-- - 9.07
12.60
30.03
14.13
13.11
0,07
---- - 10.24
2,48
---- - 12.19
12.70
25.52
14.25
13.44
0.03
----- - 11.11
6.52
----- - 13.44
12.80
21.06
14.32
13.65
-
-- ---- 11.69
9.76
- - 13.65
12.90
16.79
14.36
13.76
-
- - 12.00
11.70
- ----- 13.76
13.00
12.89
14.37
13.78
-
- - 12.07
12.10
- - 13.78
13.10
10.06
14.36
13..73
-
----- ----- 11.93
11.25
- - 13.73
13.20
8.39
14.32
13.64
-
----- ---- 11.66
9.59
----- - 13.64
13.30
7.26
1427
13,52
0.01
- - 11.32
7.64
- - 13.52
13.40
6.53
14.22
13.37
0.04
- -- 10.93
5.58
- - 13.37
13.50
6.07
14.17
13.23
0.06
- - 10.53
3.73
- - 12.82
13.60
5.74
14.12
13.09
0.07
- ----- 10.16
2.15
- - 12.02
13.70
5.45
14.07
12.95
0.07
----- - 9.82
1.14
- - 11.03
13.80
5.21
14.03
12.84
0.07
- ----- 9.53
0.45
- - 10.05
13.90
4.99
13.99
12.73
0.07
- - 9.26
-
- ---- 9.33
14.00
4.79
13.95
12.62
0.07
- - 9.00
-
----- ---- 9.08
14.10
4.60
13.92
12.52
0.07
- - 8.75
-
- ----- 8.82
14,20
4.42
13.88
12.41
0.07
- - 8.50
-
--- ----- 8.57
14.30
4.26
13.84
12.31
0.07
- - 8.26
-
- - 8.33
14.40
4.12
13.81
12.21
0,07
- - 8.03
-
- - 8.10
14,50
3.99
13.77
.12.09
0.07
----- --- 7.80
-
----- 7.87
14.60
3.87
13.74
11.96
0.07
- - 7.58
-
----- -- 7.65
14.70
3.76
13.71
11.84
0.07
- - 7.37
-
-- - 7.44
14.80
3.65
13.68
11.70
0.07
----- -- 7.17
-
--- - - 7.24
14.90
3.56
13.65
11.55
0.07
- - 6.97
---
----- -- 7.04
Continues on next page...
Y

Hydrograph
Report
Page 1
English
Hyd. No. 10
1-year Rational pre
Hydrograph type
= Rational
Peak discharge =
5.30 cis
Storm frequency
= 2 yrs
Time interval =
1 min
Drainage area
= 8.2 ac
Runoff coeff. =
0.2
Intensity
= 3.23 in
Time of conc. (Tc) =
30 min
I-D-F Curve
= newhanover.IDF
Reced. limb factor =
1
Total Vdums = 9,547 cult
Hydrograph Discharge Table
Time -- Outflow Time -- Outflow
(hrs cfs) (hrs cfs)
0.02
0.18
0.55
4.77
0.03
0.35
0.57
4.60
0.05
0.53
0.58
4.42
0.07
0.71
0.60
4.24
0.08
0.88
0.62
4.07
0.10
1.06
0.63
3.89
0.12
1.24
0.65
3.71
0.13
1.41
0.67
3.54
0.15
1.59
0.68
3.36
0.17
1.77
0.70
3.18
0.18
1.94
0.72
3.01
0.20
2.12
0.73
2.83
0.22
2.30
0.75
2.65
0.23
2.48
0.77
2.48
0.25
2.65
0.78
2.30
0.27
2.83
0.80
2.12
0.28
3.01
0.82
1.94
0.30
3.18
0.83
1.77
0.32
3.36
0.85
1.59
0.33
3.54
0.87
1.41
0.35
3.71
0.88
1.24
6.37
3.89
0.90
1.06
0,38
4.07
0.92
0.88
0.40
4.24
0.93
0.71
0.42
4.42
0.95
0.53
0.43
4.60
0.97
0.35
0.45
4.77
0.98
0.18
0.47
4.95
0.48
5,13
0.50
5.30 <c
... End
0.52
5.13
0.53
4.95
Hanover Ossign Services
1123 R al PkWV.

Hydrograph Report
Hyd. No. 11
1-year post
Hydrograph type
Storm frequency
Drainage area
Intensity
I-D-F Curve
= Rational
= 2 yrs
= 8.2 ac
= 4.42 in
= newhanover.IDF
Hydrograph Discharge Table
Time -- Outflow
(hrs cfs)
0.02
2.06
0.03
4.12
0.05
6.18
0.07
8.23
0.08
10.29
0.10
12.35
0.12
14.41
0.13
16.47
0.15
18.53
0.17
20.59
0.18
22.64
0.20
24.70
0.22
25.76
0.23
28.82
0.25
30.88 <<
0.27
28.82
0.28
26.76
0.30
24.70
0.32
22.64
0.33
20.59
0.35
18.53
0.37
16.47
0.38
14.41
0.40
12.35
0.42
10.29
0.43
8.23
0.45
6.18
0.47
4.12
0.48
2.06
...End
English
Peak discharge = 30.88 cfs
Time interval = 1 min
Runoff coeff. = 0.85
Time of conc. (Tc) = 15 min
Reced. limb factor = 1
Trial Volume = 27,791 tuft
Hanob v tlssign Ssmicp
1123 Floral PkW
WdM.Irgton, NC 28403

Hydrograph
Report
ftge 1
English
Hyd. No. 12
1-year routed
Hydrograph type
= Reservoir
Peak discharge
= 0.06 cis
Storm frequency
= 2 yrs
Time interval
= 1 min
Inflow hyd. No.
= 11
Reservoir name
= Lehigh Pond 1 S
Max. Elevation
= 11.85 ft
Max. Storage
= 27,730 cult
sromage Indicedon meOW used. TOW Volume = 5,167 cuff
Hydrograph Discharge Table
Time Inflow Elevation Clv A Civ B Civ C Civ D Wr A Wr B Wr C Wr D Culflow
(hm)
cfs
fi
dfs
cfs cfs eft cfs cfs cis cfs
cfs
0.08
10.29
11.05
0.02
0.W - - - ---m - -
0.00
0.10
12.35
11.07
0.02
0.00 - - -
0.00
0.12
14AI
11.09
0.03
0.00 ---- - -
0.00
0.13
16.47
11.12
0.05
0.00 - - -- ---- ---.- --_.
0.00
0.15
18:53
11.15
0.08
0.01 ---- ----- -
0.01
0.17
20.59
11.19
0.11
0.01 --- - - ----- --- --...
0.01
0.18
22.64
11.23
0.14
0.02 - - -
0.02
0.20
24.70
11.27
0.18
0.02 - ----- - - -.--- -_._
0.02
0.22
26.76
11.32
0.23
0.03 - - - - - .- _.
0.03
0.23
28.82
11.37
0.28
0.04 - - --
0.04
0.25
30.88 <<
11.43
0.35
0.04 -- - -- ----- ---- ----
0.04
0.27
28.82
11.48
0.43
0.04 ----- -- -- ----- -- ---
0.04
0.28
26.76
11.53
0.49
0.05 ----- - ----- -- ----
0.05
0.30
24.70
11.58
0.54
0.05 ---- ----- - -- ---- ---
0.05
0.32
22.64
11.62
0.60
0.05 ----r ---- - ----- ---- ---
0.05
0.33
20.59
11.66
0.65
0.05 ----- ---- --- --- ----- ---
0.05
0.35
18.53
11.70
032
ROS - ----- --- - ----- --
0.06
0.37
16.47
11.73
OJ6
0.06 - - ----- ----- - -..._
0.06
0.38
14.41
11.76
0.79
0.06 - - - ---- -- ...._
0.06
0.40
12.35
11.79
0.82
0.06 - - - - ----- -----
0.06
0.42
10.29
11.81
0.85
0.06 ---- ----- ----- ----- --- ---
0.06
0.43
8.23
11.82
0.87
0.06 --- --- ----- ---- -.- ----
0.06
0.45
6.18
11.84
0.89
0.06 ---- - -- ----- ----- --
0.06
0.47
4.12
11.85
0.91
0.06 - - ----- --- - _._.
0.06
0.48
2.06
11.85
0.91
0.06 ----- ---- ---- ----- ----- ----
0.06
0.50
0.00
11.85
0.92
0.06 - ---- ---- - - -
0.06 «
0.52
0.00
11.85
0.92
0.06 --- -- ----- - ---- -
0.06
0.53
0.00
11.85
0.92
0.06 ---- --- -- -- ----- ---.
0.06
0.55
0.00
11.85
0.92
0.06 ---- ----- ---- -- ----- ----
0.06
0.57
0.00
11.85
0.W
0.W -- ----- ----- ---- --- -
0.06
0.58
0.00
11.85
0.92
0.06 - ----- ----- - ----- -
0.06
0.60
0.00
11.85
0.92
.0.06 ---- --a-- ----- --- -----
0.08
0.62
0.00
11.85
0.92
0.06 ---- ---- -- ----- ----- -----
0.06
0.63
0.00
11.85
0.92
0.06 ----- --- ----- ----- ----- ---
0.Q6
0.65
0.00
11.85
0.92
0.06 --- --- ----- ----- ----- --
0.06
0.67
0.00
11.85
0.92
0.06 --- ---- ---- ---- ---- -----
0.06
Continues on next page.,.
k3ailover De�iion Services
Whilington, ANC 28403

Hydrograph Report Page 1
ftw
Hyd. No. 13
25-YR PRE
Hydrograph type
= SCS Runoff
Peak discharge =
8.25 cfs
Storm frequency
= 25 yrs
Time internal =
6 min
Drainage area
= 8.21 ac
Curve number =
55
Basin Slope
= 0.5 °fie
Hydraulic length =
goo ft
Tc method
= USER
Time of conc. (Tc) =
30 min
Total precip.
= 8.00 in
Distribution =
Type III
Storm duration
= 24 hrs
Shape factor =
242
Toles Volume = 81,676 cuk
Hydrograph Discharge Table
Time -- Outflow
Time -- Outflow
Time -- Outflow
Time -- Outflow
(hrs
cfs)
(hrs
cfs)
(hrs
cfs)
(hrs
cfs)
11.10
0.10
14.30
2.47
7.50
0.95
20.70
0.57
11.20
0.14
14.40
2.33
17.60
0.93
20.80
0.57
11.30
0.19
14.50
2.23
17.70
0.91
20.90
0.56
11.40
0.24
14.60
2.15
17.80
0.89
21.00
0.55
11.50
0.31
14.70
2.08
17.90
0.87
21.10
0.55
11.60
0.41
14.80
2.01
18.00
0.84
21.20
0.54
11.70
0.57
14.90
1.95
18.10
0.82
21.30
0.53
11.80
0.82
16.00
1.90
18.20
0.81
21.40
0.63
11.90
1.23
15.10
1.85
18.30
0.79
21.50
0.52
12.00
2.06
15.20
1.79
18.40
0.77
21.60
0.52
12.10
3.35
15.30
1.75
18.50
0.75
21.70
0.51
12.20
4.81
15.40
1.70
18.60
0.74
21.80
0.50
12.30
6.29
16.50
1.65
18.70
0.72
21.90
0.50
12.40
7.41
15.60
1.61
18.80
0.71
22.00
0.49
12.50
7.97
15.70
1.56
18.90
0.70
22.10
0.49
12.60
8.23
15.80
1.52
19.00
0.69
22.20
0.50
12.70
8.25 <<
15.90
1.48
19.10
0.68
22.30
0.50
12.80
8.10
16.00
1.43
19.20
0.67
22.40
0.51
12.90
7.86
16.10
1.39
19.30
0.66
22.50
0.50
13.00
7.57
16.20
1.35
19.40
0.65
22.60
0.60
13.10
7.23
16.30
1.31
19.60
0.65
22.70
0.49
13.20
6.85
16.40
1.27
19.60
0.64
22.80
0.49
13.30
6.44
16.50
1.23
19.70
0.63
22.90
0.48
13.40
6.02
16.60
1.19
19.80
0.63
23.00
0.48
13.50
5.57
16.70
1.16.
19.90
0.62
23.10
0.47
13.60
5.11
16.80
1.13
20.00
0.61
23.20
0.47
13.70
4.63
16.90
1.10
20.10
0.61
23.30
0.46
13.80
4.16
17.00
1.07
20.20
0.60
23.40
0.45
13.90
3.69
17.10
1.04
20.30
0.60
23.50
0.45
14.00
3.24
17.20
1.02
20.40
0.59
23.60
0.44
14.10
2.89
17.30
0.99
20.50
0.68
23.70
0.44
14.20
2.65
17.40
0.97
20.60
0.58
23.80
0.43
Continues on next page...

Hydrograph Report ftge 1
Engfth
Hyd. No. 14
25-YR POST
Hydrograph type
= SCS Runoff
Peak discharge =
29.31 cfs
Storm frequency
= 25 yrs
Time interval =
6 min
Drainage area
= 8.21 ac
Curve number =
85
Basin Slope
= 0.5 %
Hydraulic length =
900 ft
Tc method
= USER
Time of conc. (Tc) =
15 min
Total precip.
= 8.00 in
Distribution =
Type III
Storm duration
= 24 hrs
Shape factor =
242
Total Vdume=1W,9W cull
Hydrograph Discharge Table
Time -- Outflow
Time -- Outflow
Time -- Outflow
Time -•
Outflow
(hrs
cfs)
(hrs
cfs)
(hrs
cfs)
(hrs
cfs)
6.70
0.30
9.90
1.74
13.10
7.88
16.30
1.79
6.80
0.32
10.00
1.82
13.20
6.58
16.40
1.73
6.90
0.34
10.10
1.90
13.30
5.69
16.50
1.68
7.00
0.36
10.20
1.99
13.40
5.13
16.60
1.64
7.10
0.39
10.30
2.09
13.50
4.77
16.70
1.60
7.20
0.41
10.40
2.21
13.60
4.51
16.80
1.57
7.30
0.44
10.50
2.33
13.70
4.29
16.90
1.53
7.40
0.46
10.60
2.46
13.80
4.09
17.00
1.50
7.50
0.49
10.70
2.59
13.90
3.92
17.10
1.47
7.60
0.52
10.80
2.74
14.00
3.77
17.20
1.43
7.70
0.54
10.90
2.89
14.10
3.62
17.30
1.40
7.80
0.57
11.00
3.04
14.20
3.48
17.40
1.37
7.90
0.60
11.10
3.21
14.30
3.35
17.50
1. -A
8.00
0.63
11.20
3.44
14.40
3.24
17.60
1.30
8.10
0.66
11.30
3.73
14.50
3.14
17.70
1.27
8.20
0.70
11.40
4.07
14.60
3.05
17.80
1.24
8.30
0.74
11.50
4.47
14.70
2.96
17.90
1.21
8.40
0.78
11.60
5.12
14.80
2.88
18.00
1.17
8.50
0.83
11.70
6.41
14.90
2.80
18.10
1.14
8.60
0.88
11.80
8.52
15.00
2.73
18.20
1.11
8.70
0.93
11.90
11.42
15.10
2.65
18.30
1.09
8.80
0.99
12.00
16.84
15.20
2.58
18.40
1.07
8.90
1.05
12.10
24.29
15.30
2.51
18.50
1.05
9.00
1.11
12.20
28.67
15.40
2.43
18.60
1.04
9.10
1.17
12.30
29.31 <<
15.50
2.36
18.70
1:02
9.20
1.24
12.40
28.52
15.60
2.28
18.30
1.0"
9.30
1.31
12.50
26.41
15.70
2.21
18.90
1.00
9.40
1.38
12.60
23.31
15.80
2.13
19.00
0.99
9.50
1.45
12.70
19.85
15.90
2.06
19.10
0.98
9.60
1.52
12.80
16.41
16.00
1.99
19,20
0.97
9.70
1.59
12.90
13.11
16.10
1.91
19.30
0.96
9.80
1.67
13.00
10.09
16.20
1.85
19.40
0.95
Continues on next page...

Hydrograph
Report
Nge I
EngM
Hyd. No. 15
25-YR ROUTED
Hydrograph type
= Reservoir
Peals discharge
= 8.22 cfs
Storm frequency
= 25 yrs
Time interval
= 6 min
Inflow hyd. No.
= 14
Reservoir name
= Lehigh Pond 1 S
Max. Elevation
= 13.83 ft
Max. Storage
= 104,658 cuft
SWago WcOm mW od uW,
'total Volume=17a,344 cult
Hydrograph Discharge
Table
Time
inflow
Elevation
Clv A
Civ B
Clv C Civ D Wr A
Wr B Wr C Wr D Outflow
(hrs)
cfs
ft
Cfs
cfs
cfs cfs aft
aft Cfs cfs cfs
11.90
11.42
12.10
1.22
0.07
- -i6- 0.10
- ---- - 0.18
12.00
16.84
12.23
1.36
0.07
- - 0.36
- - - 0.44
12.10
24.29
12.42
1.50
0.07
- - 0.89
----- - - 0.96
12.20
28.67
12.66
4.45
0.04
- ---- 1.76
- 1.80
12.30
29.31 <c
12.91
7.01
0.05
- - 2.87
----- ----- - 2.92
12.40
28.52
13.14
8.68
0.06
- - 4.02
- - - 4.07
12.50
26.41
13.34
9.90
0.06
- -- 5.11
- - ----- 5.17
12.60
23.31
13.50
10.82
0.07
- - 6.09
-a-m - - 6.16
12.70
19.85
13.63
11.49
0.07
- - 6.90
- - ---- 6.97
12.80
16.41
13.73
11.92
0.07
- - 7.50
- 7.57
12.90
13.11
13.79
12.14
0.07
- ---- 7.90
- ----- - 7.97
13.00
10.09
13.82
12.24
0.07
- - 8.10
---- - - 8.17
13.10
7.88
13.83
12.26
0.07
- ----- 8.15
----- -- ----- 8.22 cc
13.20
6.58
13.62
12.24
0.07
- - 8.09
- ---- - 8.16
13.30
5.69
13.80
12.18
0.07
- - 7.98
- - --- 8.05
13.40
5.13
13.78
12.10
0.07
----- ----- 7.83
---- - ---- 7.90
13.50
4.77
13.75
12.01
0.07
----- - 7.67
p-�- -- -- • 7.74
13.60
4:51
13.73
11.91
0.07
---- - 7.50
- - - 7.57
13.70
4.29
13.70
11.81
0.07
- --- 7.32
- - --- 7.39
13.80
4.09
13.67
11.68
0.07
- - 7.15
- ----- ---- 7.22
13.90
3.92
13.65
11.55
0.07
----- - 6.98
- -- ----- 7.05
14.00
3.77
13.62
11.41
0.07
-- -- - 6.81
- - ---- 6.88
14.10
3.62
13.59
11.28
0.07
--- - 6.64
- ----- - 6.71
14.20
3.48
13.57
11.14
0.07
- --- 6.47
---- ----- - 6.54
14.30
3.35
13.54
11.01
0.07
- - 6.31
- ----- ----- 6.38
14.40
3.24
13.51
10.87
0.07
- ---- 6.15
---- ---- --- 6.22
14.50
3.14
13.49
10.74
0.07
----- ---- 5.99
- ----- ---- 6.06
14.60
3.05
13.46
10.60
0.07
----- ----- 5.84
----- ---- -»--- 5.91
14.70
2.96
13.44
10.47
0.07
----- - 5.70
-- - ----- 5.76
14.80
2.88
13.41
10.34
0.07
----- - 5.55
- - - 5.62
14.90
2.80
13.39
10.21
0.06
---- - 5.42
- - - 5.48
15.00
2.73
13.37
10.07
0.06
---- - 5.28
--- ----- -- 5.35
15.10
2.65
13.35
9.94
0.06
----- --- 5.15
- - - 5.22
15.20
2.58
13.32
9.82
0.06
----- - 5.03
----- ---- 5.09
15.30
2.51
13.30
9.69
0.06
- ----- 4.90
- - --e 4.97
16.40
2.43
13.28
9.67
0.06
- - 4.79
---- - - 4.85
Continues on next page...
Wig, ineglon, NC 28403

Hydrograph Summary Report
Hyd. Hydrograph Paak Time Time to Volume Return Inflow Maximum Maximum
No. type now Interval peak period hyd(s) elevation storage
(origin) (cis) (min) (min) (cuff} (yrs) I (R) (Cult)
Hydrograph
description
1
SCS Runoff
5.48
6
762
M720
10
—
—
------
10yr Prada6-24hr
2
SCS Runoff
10.55
6
766
102,327
50
50yr Predev
3
SCS Runoff
12.99
6
756
124,029
100
--
--» -
---
100yr Prediev
4
SCS Runoff
23.53
6
738
152,631
10
10yr Postdev-24hr
5
SCS Runoff
33.66
6
736
220.712
50
50yr Posidev
6
SCS Runoff
38.00
6
738
250,540
100
—
—
—
100yr Postdav
7
Reservoir
0.00
6
0
0
10
4
14.90
152,831
10yr Post Routa.24
8
Reservoir
3.66
5
864
63.717
50
5
15.12
162,667
50yr Post -Route
9
Reservoir
7.30
6
798
93,649
100
6
15.19
166.090
100yr Postacule
10
Rational
5.30
1
30
9,547
2
--
—
—
1-year Rational pr
11
RaflorW
30.88
1
15
27,791
2
---
—
—
1-year post
12
iResanoir
0.00
1
0
0
2
11
11.86
27,791
1-year routed
13
SCS Runoff
6.25
6
762
81,676
25
—
—
----
25-YR PRE
14
SCS Runoff
29.31
6
738
190.955
25
--
—
—
25-YR POST
15
Reservoir
1.69
6
990
33,960
25
14
15.06
159,904
25-YR ROUTED
Hanover
Proj. file: pond 1-scs-bi(;ckt;d.GPI+'V OF file: newhanover.IDF I Run date: 06-03-2016
Page 1

Reservoir Report Pop t
Reservoir No. 1 - Lehigh Pond 1 SCS English
Pond Data
Pond storage is based on known contour areas
Stage I Storage Table
Stage Elevation Contour area incr. Storage Total storage
ft ft sqft tuft cuft
0.00
11.00
29,000
0
0
1.00
12.00
36,000
32,500
32,500
2.00
13.00
39,500
37,750
70,250
3.00
14.00
43,500
41,500
111,750
4.00
15.00
47,000
45,250
157,000
5.00
15.00
51,000
49,000
206,000
Culvert I Orifice Structures
[A] [Bl [C] [a]
Weir Structures
[A] [Sl tC] [D]
Rise in
= 0.0
0.0
0.0
0.0
Crest Len ft
= 0.0
0.0
30.0
0.0
Span in
= 0.0
0.0
0.0
0.0
Crest El. ft
= 0.00
0.00
16.00
0.00
No. Barrels
= 0
0
0
0
Weir Caeff.
= 3.30
3.30
3.00
0.00
Invert El. ft
= 11.00
11.00
0.00
0.00
Eqn. Exp.
= 1.50
1.50
1.50
0.00
Length ft
= 0.0
0.0
0.0
0.0
Multi -Stage
= Yes
Yes
No
No
Slope %
= 0.10
0.01
0.00
0.00
N Value
= .011
.011
.000
.000
Orif. Cow#
= 0.60
0.60
0.00
0.00
Multi -Stage
= -----
Yes
No
No
Tailwater Elevation =
11.00 ft
Nate AN amam have been &Wynd under Not and outlet m&d.
Stage I Storage 1 Discharge
Table
Stage Storage Elevation Civ A Civ B Civ C Civ 0 Wr A Wr B Wr C Wr D Discharge
ft cuft ft cfs cfs cis cfs cfs cfs cis cis cis
0.00
0
11.00 - - -
- - 0.00 -
0.00
1.00
32,500
12,00 --- - -
- - --- 0.00 -
0.00
2.00
70,250
13.00 --- - -
- --- - 0.00 -
0.00
3.00
111,750
14.00 - - ---
- -- -- 0.W ---
0.00
4,00
157.000
15.00 - --- -
- 0.00 -
0.00
5.00
206,000
16,00 - --- -
- --- --- 90.00 -
90,00
Hanover Us -sign Services
1123 Floral Pkvrv.
Wilmington, PAC 28403

14
Table 2-2c.—Itunoff curie numbers for other agricultural lands$
Curve numbers for
Cover description hydrologic stril group —
Hydrologic
Cover type condition A B C D
Pasture. gi-eisAand, or range —continuous
Poor
u8
79
as
89
forage for grazing?
Fair
49
69
79
84
Good
39
Gr
74
8U
bleadou—continuous gmass,. protected Groin
—
3o
58
71
78
grazing and generally mowed for hay.
Brush —brush -treed -grass mixture with brush
Poor
48
lie
ire
8;
the major elements
Fair
35
66
70
ire
Gout
430
48
65
73
Woods —glass combination (or char d
Pour
57
73
IV2
81;
Or tree farrn)•S
Fair
43
65
7G
tr2
Good
32
58
72
79
WoodO
Poor
-15
Ill;
77
9;
Fair
36
60
'83
79
Good
430
70
77
Farmstends—buildings, lanes, driveways, -. 59 74 82 &i
and surrounding lots.
'Acentge runoff condition. nml i„ - 02N.
2P,Inr, <511 i around unver osr he.lrilr grimed with nu mulch.
As If'. 541 to 1;7..f groulld vinur:Ild r1(Ft !!earlLy Xnavd,
Cuenl: >75Si t;ruund alrer aarl lighdc or bllb r>r urziull:dh glazed
311inan c70h gniund t'aoler.
farts; 'A) tit 5% ground cover.
6.nn/rt. > T15% gr oulu I cvt ev.
i,tcural curve number is leas thnrt 31r: u:ne UN = M for ruru,ff csunputation:o.
SC:N*s ,town gore tK irpuled fur lnta:s pith CAM wuurlrs rlrxl - P7, grass (Inwture) cover. tither L,nnhin:ltiullm of colulitio1w nl:lr be cennµuts•sl
rats!~! the CWr- fur tt uuis and Imoullu•.
"14sr1: Furl-t litter. hood! trevs.:utll bru.h ru•e d��:tns.vvd by hc:rrr grazing u!' rrgul:rr huming.
Fish-Z R'ou+rld are gr:rxed hat lull Wnml, and -wine furt-A litter 6wt-3s the soil.
(roar% MKIII: lux. (n,rltected Genet gnallig, and outer :nsd In u<.Il :ulcgEl:ueb oner the :aril.
(21O PIP 55, Second Ed., June 190,G)
24

9
Table 2 2a,ltunoff curve numbers for urban are;ts0
armbens fo
Caner description hCurve er
hydrologic soil group —
Average percent
Cover type and hydrologic condition impervious areas A B C D
Pretty developed urban areas (uegelatio7i esiablishedu
Open space (lawns, parks, golf courses, cemeteries,
Poor condition (grass rover < ;5o%) ..............
Fair condition (grass cover 50% to 71M)...........
Good condition (grass cover S 15%) ..............
Impervious areas:
Paved parking lots. roofs, drivewrays, etc.
(excluding right-of-way) ..........................
Streets and roads:
Paved; curbs and storm sewers (excluding
night -or --ay) ..................................
Paved; open Glitches (including right-of-way) .......
Gravel (including right-of-way) ...................
Dirt (including right -of --way) ..... ...... .
Western desert urban areas:
Natural desert landscaping (pervious areas only)'...
Artificial desert landscaping (impervious weed
barrier, desert shrub with 1- to 2-inch sand
or gravel mulch and basin borders)... .
Urban districts: .
Commercial and business............., . .
.....
Industrial.....................
Residential districts by average lot size:- F .
113 acre or less (town houses)..........,........
114 acre ......................................,....
Inacre ...............................
Wacre ........................ .......
I acre
2 acres ... ............................... .......
Developing urb(ul areas
Newly graded areas (pervious areas only,
no vegetation)3 ...........................
Idle lands (CN's are determined using cover types ..
similar to those in table 2 2c)
68
79
86
W
49,
69
79
84
39
61
74
80
93
98
98
98
98
98
98
q8
83
89
92
93
76
85
89
91
72
82
87
89
63
717
85
88
96
96
96
96
85
$9
92
94
95
72
81
88
91
93
65
i ee
87
9U
9'1
38
61
7.5
l3.3
30
a R
7?
81
,'.;,?37
till
25
54
70
80
87)
20
51
68
79
84
12
46
05
lee
&
77 86 91 94
'Average t-unaff condition. and 1, • 0.2S.
` i ere avcrs.,fe Irer-MM impmums area slunest cr:ar Wed Us dev elup the aunlnr..ite CN*.-, Other atumptient< arc :cs fallu r o: ina;x s� iosss :ut.tr
:ery tiirc 0;' ti+AMIMMMA in OW dr.4 age mrstent. inelsery itnut :uear I>:rre a UN of !k.':. xnrt pre- imuc w-L-As are ainAlerest ey iv: l nt to IfIrrn
space ht hood hydrulnl;ie Cnetrlillun. CHi Par other vinihinatitnsa of miciititlll, ni.ay lie contputed uAng figurt '.i or'i-t.
ICN'sz aehow4l ::rr eelui:-alent to tlusaee of Ixs.<ture. Csm,turzite Q%Jls allay Ix aunlsuied f:er ,sthcr of egx n slcsre r$rer tv Ito,
'Cuugauaile CN*- for natural dt vrt ImAsralsisig aghoseld use t onsputeri uxitat; G-oliv.e 2.1 or 24 isss..ed all tht. iiopercirnlx an -a Iscrccntay;r. et :v
` ) :usri tilt pemotisa arra cN. *nse pervious. area C:N's a iv a:+xsasetl L-spuc.dttist to dm.1—t seIsnsh in Iaeeir hcaln+lssgic chsnilltinu.
'Cumlw..eite CN's: taa lase fnr Ilse tle+ig o nr temimmo ene-twares during finding and colustniction :jlwtsl+t Ise s+nulaatcd tt+iisg 3igiirt 2'1 sal 1.
b:sAell tsn tilt do. -give of de+clupntent Iimper•virsu s arcs lrerctintAgel KIN[ tale CN'a for ihv neuly gluded Iseniuux al a4.
(210-Vi:rR-55. Second Eti.. Jame 193G)
2.5

Lehigh wet detention / retention pond
POND No. 2
Additional Calculation Summary for NCDENR / DWQ :
WATER QUALITY CONSIDERATIONS -
Impervious area calculations: See Project Data Sheet
TOTAL IMPERVIOUS = 177,520 sf
TOTAL PROJECT AREA POND 2. = 11.64 acres = 607,202 sf
SA REQUIRED: 177520 / 507202 = 0.35 or 35%
At 3.7' average depth, 90% TSS removal, from chart - SA/DA factor = 3.4
507202 x 0.01 x 3.4 = 17,250 sf SA REQUIRED
At Elev. = 11.0 19,500 sf SA PROVIDED
VOLUME REQUIRED: R=[(P)(Pj)(Rv)/12](A)
SEE PAGES A.1 and A.2, "Controlling Urban Runoff:
A Practical Manual for Planning and Designing Urban BMPs"
(P) = 1.5"
(Pp = 0.9
(Rv)= 0.05 + 0.9(177520/507202) = 0.365
(A) = 507202
R = [(1.5)(0.365/12](507202) = 0.53 acre-feet
-23,140 cf REQUIRED STORAGE
At Bev. = 12.5 = 35,000 cf PROVIDED STORAGE
DRAWDOWN:
Average head from storage elevation to orifice -
12.5- 11.0/3 = 0.5
6" PVC w/ 2" hole drain to draw -down pond required storage volume:
Orifice equation: Q = CA(2gh)" 1 /2
Q = 0.6(.0218)(64.4 X 0.5)" 1 /2 = 0.0742 cfs
T = 311,900 sec. = 3.6 days OKAY
FOREBAY REQUIREMENTS -
Approximate required capacity = 72,625 X 20% = 14,525 cf
Provided capacity = 14.875 cf OKAY
141$0-awn-2.aoe
l ;Sin,?ivar OEsion S-arvices
1123 F oral Plxq.

Lehigh - Pond 2
STAGE - STORAGE TABLES:
MAIN BODY OF POND - BUILD -OUT CONDITION
Above WSEL
INCR.
INCR.
INCR.
ELEV.
AREA
VOL.
STORAGE
STORAGE
(ft)
(sf)
(cf)
(ci
(ac-ft)
11.0
19,500
-
-
-
12.0
25,000
22,250
221250
0.51
12.5
26,250
12,813
359063
0.80
13.0
27,500
13,125
48,188
1.11
14.0
30,000
28,750
76,938
1.77
15.0
32,500
31,250
108,188
2.48
16.0
35,500
34,000
142,188
3.26
STATE STORAGE VOLUME -
stage14160-2.xls
35,063 0.80
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Hydrograph Summary Report
Page 1
Hyd.
No.
Hydrograph
type
(origin)
Peak
flow
(CFO)
Time
interval
(min)
Time to
peak
(min)
Volume
(cuh)
Return
period
(Yrs)
inflow
hyd(s)
Maximum
elevation
(ff)
Maximum
storage
(ad)
Hydrograph
description
1
SCS Runoff
7.77
6
762 60,615
10
—
— —
10yr Predew24hr
2
SCS Runoff
14,96
6
755 145,078
50
--
----- ---
50yr Pmdev
3
SCS Runoff
18.41
6
756 176,846
100
----
100yr Predev
4
SCS Runoff
26.61
5
738 169,336
10
—
---- ------
10yr Pcstdev-24hr
5
SCS Runoff
40.65
6
738 259,367
50
----
-- - - —
50yr Postdev,
a
SCS Runoff
46.83
6
738 299.664
100
----
--- ----
100yr Postdev
7
Reservoir
7.68
6
786 159,675
10
4
14.24 84,812
10yr Post-Route-24
8
Reservoir
21.24
6
774 249,799
50
5
15.15 113,667
50yr Post -Route
9
Rssw�dr
32.93
6
762 290,062
100
6
15.33 119.574
100yr Post -Route
10
Rali mal
7.52
1
30 13.535
2
—
-- ----
1-year Rational pr
11
Rational
38.53
1
15 34,766
2
—
— ---
1-year post
12
Reservoir
0.09
1
30 7.205
2
11
12.48 34,675
1-year routed
13
SCS Runoff
14.49
6
756 138,643
25
---
----- —
25-YR PRE
14
SCS Runoff
34.61
6
738 219,684
25
---
-- --
25-YR POST
15
Reservoir
14.81
6
774 210.156
25
14
14.78 101,671
25-YR ROUTED
s
1
I
I
F
i
f
�
a
Proj, file: pond2-scs.GPW
IDF file: newhanover.IDF
Run date: 06-03-2016

Reservoir Report Page
Reservoir No. 1 - Lehigh Pond 2 SCS English
Pond Data
Pond storage is based on known contour areas
Stage I Storage Table
Stage Elevation Contour area Incr. Storage Total storage
ft ft sqft cuff cuff
0.00
11.00
19,500
0
0
1.00
12.00
25,000
22,250
22,250
1.50
12.50
26,250
12,813
35,063
2.00
13.00
27,500
13,438
48,500
3.00
14.00
30,000
28,750
77,250
4.00
15.00
32,500
31,250
108,500
5.00
16.00
35,500
34,000
'142,500
Culvert I Orifice Structures
[A]
Rise In
= 18.0
Span in
= 18.0
No. Barrels
= 1
Invert El. ft
= 11.00
Length ft
= 20.0
Slope %
= 0.10
N Value = .011
Orif. Coeff. r 0.60
Multi -Stage
[B] [C]
2.0 0.0
2.0 0.0
1 0
11.00 0.00
15.0 0.0
0.01 0.00
.011 =0
0.60 0.00
Yes No
[D]
0.0
0.0
0
0.00
0,0
0,00
.000
0.00
No
Weir Structures
[A]
Crest Len ft
= 1.0
Crest El. ft
= 12.50
Weir Coeff.
= 3.30
Eqn. Exp.
= 1,50
Multi -Stage
= Yes
[B] [C] [D]
16.0
30.0
0.0
14.50
15.00
0.00
3.30
3.00
0.00
1.50
1.60
0.00
Yes
No
No
Tailwater Elevation = 11.00 ft
Wa AM aeffkms have boon an*/nd undw Infat and =M aomW
Stage I Storage I Discharge Table
Stage
Storage
Elevation
Clv A
Clv B
Civ C Clv D Wr A
Wr B
Wr C Wr D
Discharge
ft
cuft
ft
cfs
cfs
cfs afs cfs
cfs
cis cfs
cfs
0.00
0
11.00
0.00
0.00
- -- 0.00
0.00
0.00 -
0.00
1.00
22,250
12.00
1.10
0.07
--- --- 0,00
0.00
0.00 -
0.07
110
35,063
12.50
1,51
0.09
0.00
0.00
0.00 -
0.09
2.00
48,500
13.00
7.71
0,08
--- -- 1.17
0.00
0.00 -
1.24
3.00
77 250
14.00
12,76
0.09
- - 5.06
0.00
0.00 -
6.15
4.00
108,500
15.00
15.34
0.00
- - - 13.04
18.67
0.00 ---
15.34
5.00
142,500
16.00
17.54
0.00
21.61
97.00
90.00 -
107.54
i 2 F i F-1,31y�
�V,Iminglon, NC 28403

r�
7
E1E iJ
i
� iti31/n+" L)CSIC4r) .S7erviG:.
1 23 F to a.i p"i"My.
Wilmington, NC 28403
Pn+ sct: pond2-scs.GP 1! IDR nae�+hanover.IDF ,5 hyd`s 06-03-201E►

Hydrograph
Report
Par's 1
Engbh
Hyd. No. 1
10yr Predev-24hr
Hydrograph type
= SCS Runoff
Peak discharge
= 7.77 cis
Storm frequency
= 10 yrs
Time interval
= 6 min
Drainage area
= 11.64 ac
Curve number
= 55
Basin Slope
= 0.6 %
Hydraulic length
= 1200 ft
Tc method
= USER
Time of conc. (Tc) = 30
min
Total precip.
= 6.70 in
Distribution
= Type III
Storm duration
= 24 hrs
Shape factor
= 242
Total Volume= 80,515 cufi
Hydrograph Discharge Table
Time -- Outflow
Time -- Outflow
Time - Outflow
Time -- Outflow
(hm cfs)
(hrs
cfs)
(hrs
cfs)
(hrs
cfs)
11.50 0.09
14.70
2.17
17.90
0.92
21.10
0.58
11.60 0.15
14.80
2.10
18.00
0,90
21.20
0.58
11.70 0.26
14.90
2.04
18.10
0.88
21.30
0.57
11.80 0.45
15.00
1.99
18.20
0.86
21.40
0.56
11.90 0.79
15.10
1.93
18.30
0.84
21.50
0.56
12.00 1.52
16.20
1.88
18.40
0.82
21.60
0.55
12.10 2.73
15.30
1.83
18.50
0.80
21.70
0.55
12.20 4.13
15.40
1.78
18.60
0.78
21.80
0.54
12.30 5.60
15.50
1.74
18.70
0.77
21.90
0.53
12.40 6.75
15.60
1.69
18.80
0.76
22.00
0.53
12.50 7.37
15.70
1.64
18,90
0.74
22.10
0.53
12.60 7.69
15.80
1.60
19.00
0.73
22.20
0,53
12.70 7.77 <<
15.90
1.56
19.10
0.72
22.30
0.54
12.80 7.69
16.00
1.51
19.20
0,71
22.40
0.54
12.90 7.50
16.10
1.47
19.30
0.70
22.50
0.54
13.00 7.27
16.20
1.42
19.40
0.70
22.60
0.53
13.10 6.98
16.30
1.38
19.50
0.69
22.70
0.53
13.20 6.66
16.40
1.34
19.60
0.68
22.80
0.52
13.30 6.30
16.50
1.30
19.70
0.61
22.90
0.52
13.40 5.92
16.60
1.26
19.80
0.67
23.00
0.51
13.50 5.51
16.70
123
19.90
0.66
23.10
0.50
13.60 5.09
16.80
1.19
20.00
0.65
23.20
0.50
13.70 4.65
16.90
1,16
20.10
0.65
23.30
0.49
13.80 4.20
17.00
1.13
20.20
0,64
23.40
0.49
13.90 3.76
17.10
1.11
20.30
0.64
23.50
0.48
14.00 3.33
17.20
1.08
20.40
0.63
23.60
0.48
14.10 2.98
17.30
1,05
20.50
0.62
23.70
0.47
14.20 2.74
17.40
1,03
20.60
0.62
23.80
0.46
14.30 2.56
17.50
1.01
20.70
0.61
23.90
0.46
14.40 2.42
17.60
0.98
20.80
0.60
24.00
0,45
14.50 2.32
17.70
0.96
20.90
0.60
24.10
0,43
14.60 2.24
17,80
0.94
21.00
0.59
24.20
0.41
Continues on next page.,.

Hydrograph Report �
English
Hyd. No. 2
50yr Predev
Hydrograph type
= SCS Runoff
Peak discharge
= 14.96 cfs
Storm frequency
= 50 yrs
Time interval
= 6 min
Drainage area
= 11.64 ac
Curve number
= 55
Basin Slope
= 0.5 %
Hydraulic length
= 1200 ft
Tc method
= USER
Time of cone. (Tc)
= 30 min
Total precip.
= 9.00 in
Distribution
= Type III
Storm duration
= 24 hrs
Shape factor
= 242
Total Vdume=145,078 cult
Hydrograph Discharge Table
Time -- Outflow
Time -- Outflow
Time -- Outflow
Time --
Outflow
(hrs
cfs)
(hrs
cfs)
(hrs
cfs)
(hrs
cfs)
10.80
0.20
14.00
5.61
17.20
i ,73
20.40
i .00
10.90
0.25
14.10
4.98
17.30
1.69
20.50
0.99
11.00
0.32
14.20
4.56
17,40
1.65
20.60
0.98
11.10
0.39
14.30
4.24
17.50
1.61
20.70
0.97
11.20
0.48
14.40
4.01
17.60
1.57
20.80
0.96
11.30
0.58
14.50
3.83
17.70
1.54
20.90
0.95
11.40
0.70
14.60
3.69
17.80
1.50
21.00
0.94
11.50
0.85
14.70
3.56
17.90
1.47
21,10
0.92
11.60
1.04
14.80
3,45
18.00
1.43
21.20
0.91
11.70
1.35
14.90
3.34
18.10
1.40
21.30
0.90
11.80
1,84
15.00
3.26
18.20
1.37
21.40
0.89
11.90
2.63
15.10
3.16
18.30
1.33
21.50
0.88
12.00
4.15
15.20
3.07
18.40
1.30
21.60
0.87
12.10
6.50
15.30
2.99
18.50
1.28
21.70
0.86
12.20
9.10
15.40
2.90
18.60
1.25
21.80
0.85
12.30
11.72
M50
2.82
1810
1.23
21.90
0.84
12.40
13.65
15.60
2.75
18.80
1.21
22.00
0.83
12.50
14.57
15.70
2.67
18.90
1.19
22.10
0.83
12.60
14.96 «
15.80
2.59
19.00
1.17
22.20
0.84
12.70
14.94
15.90
2.52
19.10
1,15
22.30
0.85
12.80
14.62
16.00
2.44
19.20
1.13
22.40
0.85
12.90
14.13
16.10
2.37
19.30
1.12
22.50
0.85
13.00
13.57
16.20
2.30
1940.
1.11
22.60
0.84
13.10
12.92
16.30
2.22
19.50
1,09
22.70
0.83
13.20
12.21
16,40
2.16
19.60
1.08
22,80
0.82
13.30
11.45
16.50
2.09
19.10
1.07
22.90
0.81
13.40
10.65
16,60
203
19.80
1,06
23.00
0.80
13.50
9.83
16.70
1.97
19.90
1.05
23A 0
0.80
13.60
8.98
16.80
1,92
20.00
1.04
23.20
0.79
13.70
8.11
16.90
1,87
20.10
1.03
23.30
0.78
13.80
7.25
17.00
1.82
20.20
1.02
23.40
0.77
13.90
6.40
17.10
1.78
20.30
1.01
23.50
0.76
Continues on next pap -
r7:r 3'vt:€ Pesign , zi•nvibces
i "s '• t�C !{VL y,
wflr iRglon. NO 2,81493

Hydrograph
Report
ftge t
Engksh
Hyd. No. 3
100yr Predev
Hydrograph type
= SCS Runoff
Peak discharge
= 18.41 cfs
Storm frequency
= 100 yrs
Time interval
= 6 min
Drainage area
= 11.64 ac
Curve number
= 55
Basin Slope
= 0.5 %
Hydraulic length
= 1200 ft
Tc method
= USER
Time of conc. (Tc) = 30
min
Total precip.
= 10.00 in
Distribution
= Type ill
Storm duration
= 24 hrs
Shape factor
= 242
Total Wume = MAN tuft
Hydrograph discharge Table
Time -- Outflow
Time -- Outflow
Time -- Outflow
Time -- Outflow
(hrs cfs)
(hm
cfs)
(hrs
cfs)
(hm
cfs)
10.50 0.23
13.70
9.11
16.90
2.19
20.10
1.20
10.60 0.29
13.80
8.64
17.00
2.13
20.20
1.19
10.70 0.36
13.90
7.61
17.10
2,07
20.30
1.17
10.80 0.44
14.00
6.65
17.20
2.02
20.40
1.16
10.90 0.52
14.10
5.89
17.30
1.97
20.50
1.15
11.00 0.61
14.20
5.38
17.40
1.93
20.60
1.14
11.10 0.71
14.30
5.00
17,50
1.88
20.70
1.12
11.20 0.83
14.40
4.72
17.60
1.84
20,80
1.11
11.30 0.96
14.50
4.51
17.70
1.80
20.90
1.10
11.40 1.13
14.60
4.34
17.80
1.75
21.00
1.09
11.50 1.32
14,70
4.19
17.90
1.71
21.10
1,08
11.60 1.67
14.80
4.06
18.00
1.67
21.20
1.06
11.70 1.97
14.90
3.93
18.10
1.63
21.30
1.05
11.80 2.60
15.00
3.82
18.20
1,59
21.40
1.04
11.90 3.59
15.10
3,71
18,30
1.56
21.50
1.03
12.00 5.50
15.20
3.60
18,40
1.52
21:60
1.01
12.10 8.37
15.30
3.50
18.60
1.49
21.70
1.00
12.20 11.53
15.40
3.41
18.60
1,45
21.80
0.99
12.30 14.68
15.50
3,31
18.70
1.43
21.90
0.98
12.40 16.96
15.60
3.22
18.80
1.41
22.00
0.96
12.50 18.00
15.70
3.13
18.90
1.38
22.10
0.97
12.60 18.41 <<
15.80
3.04
19,00
1.36
22.20
0.97
12.70 18.32
15.90
2.95
19.10
1.34
22.30
0.98
12.80 17.88
16.00
2.86
19.20
1.32
22.40
0.99
12.90 17.25
16.10
2.77
19.30
1.30
22.50
0.98
13.00 16.52
16.20
2.69
19.40
1.29
22.60
0.97
13.10 15.70
16.30
2.60
19.50
1.27
22.70
0.96
i ?.20 14.81
16.40
2.52
19.60
1.26
22.80
0.95
13.30 13.85
16:50
2.45
1970
1,25
22.90
0.94
13.40 12.85
16,60
2.38
19.80
1.23
23.00
0.93
13.50 11.83
16.70
2.31
19.90
1,22
23.10
0.92
13.60 10.78
16.80
2.25
20.00
1.21
23.20
0.91
Continues or, next page...

Hydrograph Report Page
&grsh
Hyd, No. 4
10yr Postdev-24hr
Hydrograph type =
SCS Runoff
Peals discharge =
26.61 cis
Storm frequency =
10 yrs
Time interval =
6 min
Drainage area =
11.64 ac
Curve number =
75
Basin Slope =
0.5 %
Hydraulic length =
1200 ft
Tc method =
USER
Time of conc. (Tc) =
15 min
Total precip. =
6.70 in
Distribution =
Type III
Storm duration =
24 hrs
Shape factor =
242
Told Volume=169.338 auH
Hydrograph
Discharge Table
Time --
Outflow
Time -- Outflow
Time --
Outflow
Time --
Outflow
(hrs
cfs)
(hrs
cfs)
(hrs
cfs)
(hrs
cfs)
8.90
0.29
12.10
21.01
15.30
2.62
18.50
1.12
9.00
0.33
12.20
25.54
15.40
2.55
18.60
1.10
9.10
0.37
12.30
25.61 <<
15.50
2.47
18.70
1.09
9.20
0.41
12.40
26.30
15.60
2.40
18.80
1.07
9.30
0.46
12.50
24.67
15.70
2.32
18.90
1.06
9.40
0.51
12.60
22.03
15.80
2.24
19.00
1.05
9.50
0.56
12.70
18.98
15.90
2.17
19.10
1.04
9.60
0.62
12.80
15.89
16.00
2.09
19.20
1.03
9.70
0.67
12.90
12.88
16.10
2.01
19.30
1.02
9.80
0.73
13.00
10.05
16.20
1.94
19.40
1.01
9.90
0.79
13.10
7.94
16.30
1.88
19.50
1.00
10.00
0.86
13.20
6.66
16.40
1.83
19.60
0.99
10.10
0,93
13.30
5.79
16.50
1.78
19.70
0.98
10.20
1.00
13.40
5.23
16.60
1.73
19.80
0,97
10.30
1.08
13.50
4.88
16.70
1.69
19.90
0.96
10.40
1.17
13.60
4,62
16.80
1:66
20.00
0.95
10.50
1.27
13.70
.4.40
16.90
1.62
20.10
0.94
10.60
1.38
13.80
4.21
17.00
1.59
20.20
0.93
10.70
1.49
13.90
4.05
17.10
1.65
20.30
0.92
10.80
1.61
14.06
3.89
17.20
1,52
20.40
0.91
10.90
1.74
14.10
374
17.30
1.48
20.50
0.90
11.00
1.88
14.20
3.60
17.40
1.45
20.60
0.89
11.10
2.03
14.30
.3.48
17.50
1.42
20.70
0.88
11.20
2.22
14.40
3.36
17.60
1.38
20.80
0.87
11.30
2.46
14.50
3.26
1710
1:35
20.90
0.86
11.40
2.75
14.60
3.11
17.80
1.31
21.E
0.85
11.50
3.09
14.70
3.08
17.90
1.28
21.10
0.84
11.60
3.62
14.80
3,00
18.00
1.25
21.20
0.83
11.70
4.68
14.90
2.92
18.10
1.21
21.30
0.82
11.80
6.44
15.00
2.85
18.20
1.18
21.40
0.81
11.90
8.97
15,10
2.77
18,30
1,15
21.50
0.80
12.00
13.90
15.20
2.70
18.40
1.14
21.60
0.79
Continues on next page-

Hydrograph
Report
Pape I
English
Hyd. No. 5
50yr Postdev
Hydrograph type
= SCS Runoff
Peak discharge
= 40.65 cfs
Storm frequency
= 50 yrs
Time interval
= 6 min
Drainage area
= 11.64 ac
Curve number
= 75
Basin Slope
= 1.0 %
Hydraulic length
= 1200 ft
Tc method
= USER
Time of cone. (Tc) = 15
ruin
Total precip.
= 9.00 in
Distribution
= Type iil
Storm duration
= 24 hrs
Shape factor
= 242
Total Vdume a 259.367 cult
Hydrograph Discharge
Table
Time -- Outflow
Time -- Outflow
Time --
Outflow
Time -- Outflow
(hrs cfs)
(hrs
cfs)
(hrs
cfs)
(hrs
cfs)
8.10 0.42
11.30
4.36
14.50
4.68
17.70
1.92
8.20 0.46
11.40
4.83
14.60
4.55
17.80
1.87
8.30 0.50
11.50
5.36
14.70
4.42
17.90
1.82
8.40 0.55
11.60
6.22
14.80
4.30
18.00
1.77
8.50 0.60
11.70
7.91
14.90
4.19
18.10
1.72
8.60 0.66
11.80
10.72
15.00
4.08
18.20
1.68
8.70 0.72
11.90
14.65
15.10
3.97
18.30
1.64
8.80 0.78
12.00
22.19
15.20
3.86
18.40
1.61
8.90 0.85
12.10
32.83
15.30
3.75
18.50
1.59
9.00 0.92
12.20
39.36
15.40
3.64
18.60
1.56
9.10 1.00
12.30
40.65 e<
15.50
3.53
18.70
1.54
9.20 1.07
12.40
39.90
15.60
3.42
18.80
1.52
9.30 1.16
12.30
37.20
15.70
3.31
18.90
1.61
9.40 1.24
12.60
33.04
15.80
3.20
19.00
1.49
9.50 1.33
12.70
28.31
15.90
3.09
19.10
1.48
9.60 1.42
12.80
23.57
16.00
2.98
19.20
1.47
9.70 1.51
12.90
18.98
16.10
2.87
19.30
1.45
9.80 1.61
13.00
14.72
16.20
2.77
19.40
1.44
9.90 1.71
13.10
11.57
16.30
2.68
19.50
1.42
10.00 1.81
13.20
9.68
16.40
2.60
19.60
1.41
10.10 1.92
13.30
8.40
16.50
2.53
19.70
1.39
10.20 2.04
13.40
7.58.
16.60
2.47
19.80
1.38
10.30 2.18
13.50
7.06
16.70
2.41
19.90
1.36
10.40 2.32
13.60
6.68
16.80
2.36
20.00
1.35
10.50 2.48
13.70
6.36
16:90
2.31
20.10
1.33
10.60 2.65
13.80
6.08
17.00
2.26
20.20
1.32
10.70 2.84
13.90
5.83
17.10
2.21
20.30
1.30
10.80 3.03
14.00
5.60
17.20
2.16
20.40
1.29
10.90 3.23
14.10
5.38
17.30
2.11
20.5.0
1.28
11.00 3.44
14.20
5.18
17.40
2.06
20.60
1.26
11.10 3.68
14.30
5.00
17.50
2.01
20.70
1.25
11.20 3.98
14.40
4.83
17.60
1.97
20.80
1.23
Continues on next page...

Hydrograph
Report
Page 1
Emiish
Hyd. No. 6
100yr Postdev
Hydrograph type
= SCS Runoff
Peak discharge
= 46.83 cfs
Storm frequency
= 100 yrs
Time interval
= 6 min
Drainage area
= 11.64 ac
Curve number
= 75
Basin Slope
= 1.0 %
Hydraulic length
= 1200 ft
Tc method
= USER
Time of conc. (Tc) = 15
min
Total precip.
= 10.00 in
Distribution
= Type III
Storm duration
= 24 hrs
Shape factor
= 242
TOW Vokane = 299,MW tuft
Hydrograph Discharge
Table
Time -- Outflow
Time --
Outflow
Time -- Outflow
Time - Outflow
(hrs cfs)
(hrs
cfs)
(hrs
cfs)
(hrs
cfs)
7.80 0.48
11.00
4.17
14.20
5.86
17.40
2.33
7.90 0.52
11.10
4,45
14.30
5.65
17.50
2.27
8.00 0.57
11.20
4.80
14.40
5.47
17.60
2.22
8.10 0.61
11.30
5.24
14.50
5.30
17.70
2.16
8.20 0.66
11.40
5.78
14.60
5.14
17.80
2.11
8.30 0.71
11.50
6.41
14.10
5.00
17.90
2.05
8.40 0.77
11.60
7.40
14.60
4.86
18.00
2.00
8.50 0.83
11.70
9.38
14.90
4.73
18.10
1.94
8.60 0.90
11.80
12.65
15.00
4.61
18.20
1.90
8.70 0.97
11.90
17.21
15.10
4.49
18.30
1.85
8.80 1.05
12.00
25.89
15.20
4.36
18.40
1.82
8.90 1.13
12.10
X06
15.30
4.24
18.50
1.79
9.00 1.22
12.20
45.46
15.40
4.12
18.60
1.76
9.10 1.31
12.30
46.83 <<
15.50
3.99
18.70
1.74
9.20 1.40
12.40
45.87
15.60
3.87
18.80
1.72.
9.30 1.50
12.50
42.69
15.70
3.74
18.90
1.70
9.40 1.60
12.60
37.86
15.80
3.62
19.00
1.68
9.50 1.71
12.70
32.39
15.90
3.49
19.10
1.67
9.60 1.81
12.80
26.92
16.00
3.37
19.20
1.65
9.70 1.92
12.90
21.63
16.10
3.24
19.30
1.64
9.80 2.04
A00
16.74
16.20
3.13
19.40
1.62
9.90 2.16
13.10
13.14
16.30
3.03
19.50
1.60
10.00 2.28
13.20
10.99
16.40
2.94
19.60
1.59
10.10 2.40
13.30
9.53
16.50
2.86
19.70
1.57
10.20 2.54
13.40
8.59
16.60
2.79
19.80
1.55
10.30 2.70
13.50
8.00
16.70
2.72
19.90
1.54
10.40 2.87
13.60
7.57
16.80
.2.66
20.00
1.52
10.50 3.06
13.70
7.20
16.90
2.60
20.10
1.50
10.60 3.26
13,80
6.88
17.00
2.55
20.20
1.49
10.70 3.47
13.90
6.60
17.10
2.49
20.30
1.47
10.80 3.69
14.00
6.34
17.20
2.44
20.40
1.45
10.00 3.93
14.10
6.09
17.30
2.38
20.50
1.44
Continues on next page..:

Hydrograph
Report
Pa" 1
Erolsh
Hyd. No. 7
10yr Rost-Route-24hr
Hydrograph type
= Reservoir
Peak discharge
= 7.68 cfs
Storm frequency
= 10 yrs
Time interval
= 6 rain
Inflow hyd. No.
= 4
Reservoir name
= Lehigh Pond 2 S
Max. Elevation
= 14.24 ft
Max. Storage
= 84,812 cuft
storm tadkstldn MOW used Total Volume=159,875 curt
Hydrograph Discharge Table
Time Inflow Elevation CIv A Clv B Civ C Civ D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs eft cfs cfs cfs
12.10
21.01
12.28
1.40
0.08 -
- - ----- -
---- 0.08
12.20
25.54
12.60
3.63
0.09 -
- 0.10 ----- ----
- 0.19
12.30
26.61 «
12.94
7.22
0.08 ---
- 0.95 - -----
- 1.03
12.40
26.30
13.25
9.39
0.07 -
- 2.16 - -
----- 2.22
12.50
24.67
13.53
10.98
0.08 -
- 3.48 -- -
---- 3.55
12.60
22.03
13.77
12.09
0.08 -
- 4.75
4.83
12.70
18.98
13.96
12.66
0.09 -
- 5.85
5.93
12.80
15.89
14.09
13.03
0.09
- 6.65 ----- ---
---- 6.73
12.90
12.88
14.18
13.26
0.09 -
- 7.19 - -
- 7.27
13.00
10.05
14.23
13.39
0.09 -
- 7.49 - -
- 7.58
13.10
7.94
14.24
13.43
0.09 -
- 7.59 - -
-- 7.68 <c
13.20
6.66
14.24
13.42
0.09 -----
- 7.56
7.65
13.30
5.79
14.22
13.38
0.09
- 7.46 - -----
----- 7.55
13.40
5.23
14.20
13.32
0.09 -
- 7.31
7.40
13.50
4.88
14.17
13.24
0.09 ---
- 7.15 -------__-=
7.23
13.60
4.62
14.15
13.17
0.09 -
- 6.97 - -----
- 7.06
13.70
4.40
14.12
13.09
0.09 -----
- 6.79 ---- -
- 6_88
13.80
4.21
14.09
13.01
0.09 ----
----- 6.61 -
- 6.70
13.90
4.05
14.06
12.93
0.09 -
- 6.43 - -
----- 6.52
14.00
3.89
14.03
12.85
0.09 -
- 6.26 - -
- 6.35
14.10
3.74
14:00
12.77
0.09 -
- 6.09 -- -
- 6.17
14.20
3.60
13.97
12.69
0.09 -
- 5.91 ----- -
- 5.99
14.30
3.48
13.94
12.60
0.09 -
- 5.73 - -
---- 5.82
14.40
3.36
13.92
12.52
0.09 -----
- 5.56 ---- ---
-- 5.64
14.50
3.26
13.89
12.44
0.08 -
- 5.39 --- -
---- 5.48
14.60
3.17
13.86
12.36
0.08 -----
- 5.24 - -
----- 5.32
14.70
3.08
13.83
12.28
0.08 -
- 5.08 ----- -
- 5.17
14.80
3.00
13.81
12.20
OM ----
--- 4.94 ----- -----
- 5.02
14.90
2.92
13.78
12.12
0.08 -
- 4.80 ----- -
- 4.88
15.00
2.85
13.76
12.03
0.08 -
- 4.66 ---- -----
- 4.74
15.10
2.77
13.74
11.94
0,08 -
--- 4.53 - ----
- 4.61
15.20
2.70
13.71
11.86
0.08 -
- 4.41 - -
- 4.49
15.30
2.62
13.69
11.76
0.08 -
---- 4.29 ----- --
-- 4.37
15.40
2.55
13.67
11.66
0.08 -
- 4.17 ---- -----
---- 4.25
15.50
2.47
13.65
11.55
0.08 -
---- 4.06 - -
- 4.14
15.60
2.40
13.63
11.45
0.08 -
- 3.95 -- ----
- 4.03
Continues on next page,..
1123 F-I Qral Pkavy
"IMIAMOn, NC 28403

Hydrograph Report Page f
English
Hyd. No. s
50yr Post -Route
Hydrograph type = Reservoir
Storm frequency = 50 yrs
Inflow hyd. No. = 5
Max. Elevation = 15.15 ft
Slorage Indkadon med+ad used.
Hydrograph Discharge
Peak discharge
Time interval
Reservoir name
Max. Storage
= 21.24 efs
= 6 min
= Lehigh Pond 2 S
= 113,667 cuft
ioWl Volume a 249,M tuft
Time Inflow Elevation Clv A CIv B Civ C Civ D Wr A Wr B Wr C Wr D Outflow
(hre) efs ft cfs efs cfs Oft cfs efs efs cfs cfs
12.00
22.19
12.81
6.11
0.09 ----
- 0.56
-
----- -
0.65
12.10
32.83
13.15
8.74
0.07 -
----- 1.73
-
- -
1.80
12.20
39.36
13.57
11.14
0.08 -----
- 3.64
-
-- -
3.71
12.30
40.65 «
14.00
12.78
0.09 -
- 6.09
-----
---- --
6.18
12.46
39.90
14.38
13.81
0.09 -
- 8.53
-
- --
8.62
12.50
37.20
14.69
14.60
0.08 -
--- 10.73
4.56
- -
14.46
12.60
33.04
14.93
15.17
- -
- 12.49
14.88
- -
15.17
12.70
28.31
15.08
15.53
---- ----
-M-- 13.71
23.60
2.39 -
17.93
12.80
23.57
15.15
15.69
-- -
- 14.25
27.83
5.52 -
21.22
12.90
18.98
15.15
15.69
- -
-- 14.25
27.86
5.55 -
21.24 <<
13.00
14.72
15.12
15.61
----- -
----- 13.96
25.55
3.67 -
19.28
13.10
11.57
15.06
15.48
---- -
- 13.53
22.29
1.76 -----
17.24
13.20
9.68
15.00
15.34
---- -----
---- 13.06
18.75
0.04 -
15.38
13.30
8.40
14.93
15.17
--- ----
----- 12.50
14.94
-
15.17
13.40
7.58
14.85
14.97
-- -
--- 11.88
10.93
- -
14.97
13.50
7.06
14.76
14:76
0.03 -
- 11.22
7.14
- -----
14.76
13.60
6.68
14.68
14.55
0.08 -
10-59
3.96
- -----
13.91
13.70
6.36
14.60
14.37
0.09 ---
----- 10.06
1.72
- -----
11.85
13,80
6.08
14.54
14.22
0.09 ----
- 9.65
0.75
---- -----
10.49
13.90
5.83
14.50
14.10
0.09 -
- 9.32
0.00
----- -
9.41
14.00
5.60
14.46
14.00
0.09 ------
----- 9.04
0.00
- --
9.13
14.10
5.38
14.42
13.89
0.09 -----
---- 8.76
0.00
- ----
8.85
14.20
5.18
14.38
13.79
0.09 -
---- 8.49
-
- ----
8.58
14.30
5.00
14.34
13.69
0.09 -
- 8.23
--•-
-
8.32
14.40
4.83
14.30
13.59
0.09 -
- 7.98
-
- -
8.07
14.50
4.68
14.26
13.49
0.09 -
----- 7.74
-
-,--- -
7.83
14.60
4.55
14.23
13.39
0.09 -
----- 7.50
-
- -
7.59
14.70
4.42
14.19
13.30
0.09 -
- 7.28
-----
-- -----
7.37
14.80
4.30
14.16
13.21
0.09 -
--- 7.07
-
- -----
7.15
14.90
4.19
14.13
13.12
0.09 -----
---- 6.86
-
---- -----
6.95
15.00
4.08
14.10
1.3.03
0.09 -
----- 6.66
--
----- ----
6.75
15.10
3.97
14.07
12.95
0.09 -
- 6.47
-
--- ----
6.56
15.20
3.86
14.04
12.87
0.09 -
- 6.29
-- -
6.38
15.30
3.75
14.01
12.79
0.09 -----
- 6.12
-
- -----
6.20
15.40
3.64
13.98
12.70
0.09 -
- 5.94
-
- -
6.03
15.50
3.53
13.95
12.62
0.09 ----
- 5.76
o--
----- -----
5.85
Continues on next page...
s 1 3 Flo" ai Pk. ay
WhAno4e►n, C ,-C 234::.,.

Hydrograph Report ft9e 1
Hyd. No. 9
100yr Post -Route
Hydrograph type = Reservoir
Storm frequency = 100 yrs
Inflow hyd. No. = 6
Max. Elevation = 15.33 ft
Peak discharge
Time interval
Reservoir name
Max. Storage
Enghh
= 32.93 cfs
= 6 min
= Lehigh Pond 2 S
= 119,574 cuft
Slmje Zd1c ulen matted wad TdW lVdume = 290,052 euR
Hydrograph Discharge Table
Time Inflow Elevation Clv A Civ B Civ C Civ D Wr A Wr B Wr C Wr D Outflow
(hrs)
efs
ft
cfs
cfs cfs
cfs cfs
cfs
cfs cfs
cfs
11.80
12.65
12.69
4.92
0.09 -
- 0.28
-----
- -
0.37
11.90
17.21
12.88
6.79
0.08 -
- 0.79
-
----- -
0.87
12.00
25.89
13.14
8.71
0.07 --
- 1.71
-----
--- -----
1.78
12.10
38.06
13.51
10.86
0.08 -
- 3.36
-
--- ----
3.44
12.20
45.46
13.96
12.69
0.09 -----
- 5.92
--
----- --
6.01
12.30
48.83 <<
14.42
13.91
0.09 ----
- 8.81
0.00
- ---
8.90
12.40
45.87
14.82
14.91
- -
- 11.67
9.64
- -
14.91
12.50
42.69
15.12
15.62
-- -----
- 14.01
25.91
3.96 ----
10.58
12.60
37.86
15.29
16.00
--- -
- 15.35
36.83
13.86 -
29.86
12.70
32.39
15.33
16.09
--- ---
----- 15.68
39.66
16.84 ----
32.93 «
12.80
26.92
15.30
16.03
- ----
- i 5.47
37.89
14.91 -
30.94
12.90
21.63
15.25
15.92
---- -----
-- 15.05
34.35
11.42 -----
27.34
13.00
16.74
16.19
15.77
- -
- 14.53
30.04
7.33 -----
23.10
13.10
13.14
15.12
15.62
- -
--6f- 13.99
25.76
3.84 -
19.45
13.20
10.99
15.05
15.46
---- --
----- 13.47
21.83
1.53 -
17.00
13.30
9.53
14.99
15.32
--- -----
- 12.97
18.17
- -
15.32
13.40
8.59
14.92
15.15
-----
----- 12.42
14.40
- -----
15.15
13.50
8.00
14.84
14.96
--
11.83
10.63
- -
14.96
13.60
7.57
14.76
14.76
0.03 -----
- 11.22
7.10
-- -----
14.76
13.70
7.20
14.68
14.56
0.08 -
- 10.62
4.10
- -
14.03
13.80
6.88
14.61
14.39
0.09 ----
----- 10.12
1.98
---
12.09
13.90
6.60
14.56
14.25
0.09 -----
- 9.73
0.94
---- ----
10.76
14.00
6.34
14.51
14.14
0.09 ---
- 9.42
0.21
- -----
9.73
14.10
6.09
14.48
14.04
0.09 -
- 9.16
0.00
---- ---
9.25
14,20
5.86
14.44
13.95
0.09 -
- 8.91
0.00
- -
9.00
14.30
5.65
14.40
13.86
0.09 -----
- 8.66
0.00
----- -
8.75
14.40
5.47
14.37
13.76
0.09 -
----- 8.42
-
- -
8.51
14.50
5.30
14.33
13.67
0.09 ----
--- 8.19
----
- -----
8.28
14.60..
5.14
14.30
13.58
0.09 -
---- 7.96
---
----- ----
8.05
14.70
5.00
14.27
13.49
0.09 ---
- 7.74
-
- -----
7.83
14.80
4.86
14.23
13.41
0.09 -
- 7.53
-----
---- ----
7.62
14.90
4.73
14.20
13.32
0.09 -
--- 7.33
-----
- ----
7.42
15.00
4.61
14.17
13.24
0.09 ---,
----- 7.13
--
-----
7.22
15.10
4.49
14.14
13.16
0.09 ---
6.95
-----
-- -----
7.03
15.20
4.3E
14.11
13.08
0.09 -
---- 6.76
----
----- -----
6.85
15.30
4.24
14.08
13.00
0.09 -
----- 6.58
---
---- --
6.67
Continues on next page...

Hydrograph
Report
Page 1
EMUS~
Hyd, No. 10
1-year Rational pre
Hydrograph type
= Rational
Peak discharge =
7.52 cfs
Storm frequency
= 2 yrs
Time interval =
1 min
Drainage area
=11.6 ac
Runoff coefF =
0.2
Intensity
= 3.23 in
Time of conc. (Tc) =
30 min
I-D-F Curve
= newhanover.IDF
Reced. limb factor =
1
Thal Vd we=13,535 cult
Hydrograph Discharge Table
Time -- Outflow Time -- Outflow
(hrs cfs) (hm cfs)
0.02
0.25
0.55
6.77
0.03
0.50
0.57
6.52
0.05
0.75
0.58
6.27
0.07
1.00
0.60
6.02
0.08
1.25
0.62
5.76
0.10
1.50
0.63
5.51
0.12
1.75
0.65
5.26
0.13
2.01
0.67
5.01
0.15
2.26
0.68
4.76
0.17
2.51
0.70
4.51
0.18
2.76
0.72
4.26
0.20
3.01
0.73
4.01
0.22
3.26
0.75
3.76
6.23
3.51
0.77
3.51
0.25
3.76
0.78
3.26
0.27
4.01
0.80
3.01
0.28
4.26
0.82
2.76
0.30
4.51
0.83
2.51
0.32
4.76
0.85
2.26
0.33
5.01
0.87
2.01
0.35
5.26
0.88
1.75
0.37
5.51
0.90
1.50
0.38
5.76
0.92
1.25
0.40
6.02
0.93
1.00
0.42
6.27
0.95
0.75
0.43
6.52
0.97
0.50
0.45
6.77
0.98
0.25
0.47
7.02
0.48
7.27
0.50
7.52 =<
...End
0.52
7.27
0.53
7.02
ra= F basirn Scr3io
1123 Mor3i pk.•akr,
Wllmin4,r.,"n, NC 25403

Hydrograph Report
Hyd. No. 11
1-year post
Hydrograph type
Storm frequency
Drainage area
Intensity
-D-F Curve
= Rational
= 2 yrs
=11.6 ac
= 4.42 in
= newhanover.IDF
Hydrograph Discharge Table
Time -- outflow
(hrs cfs)
0.02
2.58
0.03
5.15
0.05
7.73
0.07
10.30
0.08
12.88
0.10
15.45
0.12
18.03
0.13
20.60
0.15
23.18
0.17
25.75
0.18
28.33
0.20
30.90
0.22
33.48
0.23
36.05
0.25
38.63 <<
0.27
36.05
0.28
33.48
0.30
30.90
0.32
28.33
0.33
25.75
0.35
23.18
0.37
20.60
0.38
18.03
0.40
15.45
0.42
12.88
0.43
10.30
0.45
7.73
0.47
5.15
0.48
2.58
...End
Peak discharge
Time interval
Runoff coeff.
Time of conc. (Tc)
Reced. limb factor
Paw 1
English
= 38.63 cfs
= 1 min
= 0.75
=15min
=1
Total Vdume = 34.766 cult

Hydrograph Report Page 1
English
Hyd. No. 12
1-year routed
Hydrograph type
= Reservoir
Peak discharge
= 0.09 cis
Storm frequency
= 2 yrs
Time interval
= 1 min
Inflow hyd. No.
= 11
Reservoir name
= Lehigh Pond 2 S
Max. Elevation
= 12.48 ft
Max. Storage
= 34,675 cult
sexage Wcadon melhod used. Total Volume = 7=5 cuff
Hydrograph V1oej`Wrge Table
Time Inflow Elevation Civ A CIS 9 Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) eft ft cis cfs cfs cfs cfs cis cfs cfs cis
0.07
10.30
11.06
0.02
0.00 -
0.Q0
0.08
12.88
11.09
0.03
0.00 --- ----- -----
----- -- ..-.- 0.00
0.10
15.45
11.12
0.05
0.01 - - -----
- -- - 0.01
0.12
18.03
11.17
0.09
0.01 - - ---
- ----- -.-.. 0.01
0.13
20.60
11.22
0.13
0.02 - ----- -----
-- ----- ----- 0.02
0.15
23.18
11.28
0.19
0.03 - ----- -----
---- -_ ---- 0.03
0.17
25.75
11.35
0.26
0.03 - --- ----
----- --- - 0.03
0.18
28.33
11.42
0.34
0.04 - - -----
---- ---» -- 0.04
0.20
30.90
11.50
0.45
0.04
0.04
0.22
33.48
11.59
0.55
0.05
0.45
0.23
36.05
11.68
0.69
0.06 ---- ---- -----
----- ----- ----- 0.06
0.25
38.63 C6
11.78
0.81
0.06 ----- ---- ---
-..-- --- ---- 0.06
0.27
36.05
11.88
0.96
0.07
0.07
0.28
33.48
11.97
1.07
0.07 - -----
-- ----- ----- 0.07
0.30
30.90
12.05
1.17
0.07 ----- ----- -----
----- - --= 0.07
0.32
28.33
12.12
1.25
0.08 - --- -
----- ----- - 0.08
0.33
25.75
12.19
1.32
0.08 ----- ---. -.
_._.. ._.. _.._ 0.08
0.35
23.18
12.24
1.37
0.08
0.08
0.37
20.60
1229
1.41
0.08 - - -----
----- --- ---- 0.08
0.38
18.03
12.34
1.45
0.08 ----- - -
----- - - 0.08
0.40
15.45
12.38
1.48
0.09 ------ ----- ----
-- ----- -- 0.09
0.42
12.88
12.41
1.50
0.09 --- ----- --
---- ----- ---- 0.09
0.43
10.30
12.44
1.51
0.09 ---- ----- -
----- --- ----- 0.09
0.45
7.73
12.46
1.51
0.09 - - ---- -----
----- ---- -- 0.09
0.47
5.15
12.47
1.51
0.09 -- - -
----- --- ---- 0.09
0.48
2.58
12.48
1.51
0.09 -----
0.09
0.50
0.00
12.48
1.51
0.09 --- ----- -----
----- - ---- 0.09 <c
0.52
0.00
12.48
1.51
0.09 -
0.09
0.53
0.00
12.48
1.51
0.09
0.Q9
0.55
0.00
12.48
1.51
0.09
0.09
0.57
0.00
12.48
1.51
0.09
0.09
0.58
0.00
12.48
1.51
0.09 --- - ----
----- - ---. 0.09
0.60
0.00
12.48
1.51
0.09 - - - - _,__
r -- _____ ..... 0.09
0.62
0.00
12.48
1.51
0.09 -
0.09
0.63
0.00
12.48
1.51
0.09 ---- ----- -
--- ----- ---- 0.09
0.65
0.00
12.48
1.51
0.09 - ---- --
- ----- ---. 0.09
Continues on next page...

Hydrograph Report
Hyd. No. 13
25-YR PRE
Hydrograph type
Storm frequency
Drainage area
Basin Slope
Tc method
Total precip.
Storm duration
= SCS Runoff
= 25 yrs
= 11.64 ac
= 0.5 %
= USER
= 6.00 in
= 24 hrs
Hydrograph Discharge Table
Time -- Outflow
(hrs cfs)
Time -- Outflow
(hrs cfs)
Peale discharge
Time interval
Curve number
Hydraulic length
Time of conc. (Tc)
Distribution
Shape factor
Time -- Outflow
(hrs cfs)
Page 1
English
= 14.49 cfs
= 6 min
= 60
= 1200 ft
= 30 min
= Type III
= 242
Total Vd me a 138,643 cuff
Time -- Outflow
(hrs cfs)
10.50
0.16
13.70
7.67
16.90
1.73
20.10
0.95
10.60
0.21
13.80
6.83
17.00
1.69
20.20
0.94
10.70
0.26
13.90
6.02
17.10
1.65
20.30
0.93
10.80
0.32
14.00
5.26
17.20
1.61
20.40
0.92
10.90
0.38
14.10
4.66
17.30
1.57
20.50
0.91
11.00
0.45
14.20
4.26
17.40
1.53
20.60
0.90
11.10
0.53
14.30
3.96
17.50
1.49
20.70
0.89
11.20
0.62
14.40
3.74
17.60
1.46
20.80
0.88
11.30
0.73
14.50
3.58
17.70
1.43
20.90
0.87
11.40
0.85
14.60
3.44
17.80
1.39
21.00
0.86
11.50
1.00
14.70
3.32
17.90
1.36
21.10
0,85
11.60
1.20
14.80
3.21
18.00
1.33
21.20
0.84
11,70
1,51
14.90
3,12
18,10
1.30
21.30
0.83
11.80
2.00
15.00
3.03
18.20
1.27
21.40
0.82
11.90
2.78
15.10
2.94
18.30
1.24
21.50
0.81
12.00
4.27
15.20
2.86
18.40
1.21
21.60
0.81
12.10
6.54
15.30
2.78
18.50
1.18
21.70
0.80
12.20
9.02
15.40
2.70
18.60
1.16
21.80
0.79
12.30
11.52
15.50
2.63
18.70
1.14
21.90
0.78
12.40
13.32
15.60
2.55
18.80
1.12
22.00
0.77
12.50
14.15
15.70
2.48
18.90
1.10
22.10
0.77
12.60
14.49 <<
15.80
2.41
19.00
1.08
22.20
0.77
12.70
14.42
15.90
2.34
19.10
1.06
22.30
0.78
12.80
14.08
16.00
2.27
19.20
1.05
22.40
0.79
12.90
13.59
16.10
2.20
19.30
1.04
22.50
0.78
13.00
13.02
16.20
2.13
19.40
1.02
22.60
0.77
13.10
12.38
16.30
2.06
19.50
1.01
22.70
0.77
13.20
11.67
16.40
2.00
19.60
1.00
22.80
0.76
13.30
10.93
16.50
1.94
19.70
0.99
22.90
0.75
13.40
10.14
16.60
1.88
19.80
0.98
23.00
0.74
13.50
9.34
16.70
1.83
19.90
0.97
23.10
0.73
13.60
8.51
18.80
1.78
20.00
0.96
23.20
0.73
Continues on next page...
Hanover far-� -' SerVic,
In
gton, EEC 26403

Hydrograph Report Page I
English
Hyd. No. 14
25-YR POST
Hydrograph type
= SCS Runoff
Peak discharge =
34.51 cfs
Storm frequency
= 25 yrs
Time interval =
6 min
Drainage area
= 11.64 ac
Curve number =
75
Basin Slope
= 0.5 %
Hydraulic length =
1200 ft
Tc method
= USER
Time of conc. (Tc) =
15 min
Total precip.
= 8.00 in
Distribution =
Type Ili
Storm duration
= 24 hrs
Shape factor =
242
TOW volume = 219,684 cufffi
Hydrograph Discharge Table
Time --
Outflow
Time -- Outflows
Time -- Outflow
Time -- Outflow
(hrs
cfs)
(hrs
cfs)
(hrs
cfa)
(hm
cfs)
8.40
0.35
11.60
5.06
14.80
3.74
18.00
1.54
8.60
0.39
11.70
6.47
14.90
3.64
18.10
1.50
8.60
0.44
11.80
8.82
15.00
3.54
18.20
1.47
8.70
0.48
11.90
12.14
15.10
3.45
18.30
1.43
8.80
0.54
12.00
18.54
1510
3.36
18.40
1.41
8.90
0.59
12.10
27.64
15.30
3.26
18.50
1.38
9.00
0.65
12.20
33.30
15.40
3.17
18.60
1.36
9.10
0.71
12.30
34.51 <<
15.50
3.07
18.70
1.34
9.20
0.77
12.40
33.95
15.60
2.98
18.80
1.33
9.30
0.84
12.50
31.73
15.70
2.88
18.90
1.32
9.40
0.90
12.60
28,24
15.80
2.79
19.00
1.30
9.50
0.98
12.70
24.24
15.90
2.69
19.10
1.29
9.60
1.05
12.80
20.22
16.00
2.59
19.20
1.28
9.70
1.13
12.90
16.32
16.10
2.50
19.30
1.26
9.80
1.21
13.00
12.69
16.20
2.41
19.40
1.25
9.90
1.29
13.10
9.90
16.30
2.34
19.50
1.24
10.00
1.38
13.20
8.37
16.40
Z27
19.60
1.23
10.10
1.47
13.30
7.27
16.50
2.21
19.70
1,21
10.20
1.57
13.40
6.56
16.60
2.15
19.80
1.20
10.30
1.68
13.50
6.11
16.70
2.10
19.90
1.19
10.40
1.80
13.60
5.78
16,80
2.05
20.00
1.18
10.50
1.93
13.70
5.51
16.90
2,01
20.10
1.16
10.60
2.08
13.80
5.27
17.00
1.97
20.20
1.15
10.70
2.23
13.90
5.05
17.10
1.92
20.30
1.14
10.80
2.39
14.00
4.86
17.20
1.08
20.40
1.13
10.90
2.56
14.10
4.67
17.30
1.84
20.50
1.11
11.00
2.74
14.20
4.49
17.40
1.80
20.60
1.10
1110
2.94
14.30
4.34
17.50
1.76
20.70
1.09
11.20
3.19
14.40
4.19
17.60
1.71
20.80
1.07
11.30
3.51
14.50
4.07
17,70
1.67
20.90
1.06
11.40
3.90
14.60
3.95
17.80
1.63
21.00
1.05
11.60
4.35
14.70
3.84
17.90
1.69
21.10
1.04
Continues on next page...
rianaje(- Dizign 3 Mices
1123 Fklrel i='wy.

Hydrograph Report Page
1:�sh
Hyd. No, 13
25-YR ROUTED
Hydrograph type
= Reservoir
Peak discharge
= 14.81 cfs
Stone frequency
= 25 yrs
Time interval
= 6 min
Inflow hyd. No.
= 14
Reservoir name
= Lehigh Pond 2 S
Max. Elevation
= 14.78 ft
Max. Storage
= 101,671 cult
Storage hdkadw. rnWW used. Total Vdwe= 210,156 cult
Hydrograph Discharge Table
Time Inflow Elevation Civ A Clv B Civ C Civ D Wr A Wr B Wr C Wr D Outflow
(hrs) cis ft Cfs cis Cfs Cfs as Cfs Cfs cfs cfs
12.10
27.64
12.77
5.75
0.09 -
--- 0.46
- -
- 0.55
12.20
33.30
13.15
8.75
0.07 -
- 1.74
- ----
----- 1.81
12.30
34.51 <<
13.54
11.02
0.08 --
----- 3.51
- -
----- 3.59
12.40
33.95
13.91
12.51
0.09 -
- 5.54
- -----
- 5.63
12.50
31.73
14.22
13.38
0.09 -
- 7.46
--
7.55
12.60
28.24
14.47
14.03
0.09 -
--- 9.13
0.00 -
- 9.22
12.70
24.24
14.64
14.47
0.08 ----
- 10.37
3.04 -
----- 13.06
12.80
20,22
14.74
14.71
0.05 --
--- 11.07
6.34 -
- 14.71
12.90
16.32
14.78
14.81
0.01 -
- 11.37
7.94 --
---- 14.81 <<
13.00
12.69
14.78
14.80
0.02 -
----- 11.35
7.81 --
---- 14.80
13.10
9.99
14.74
14.71
0.05 -
----- 11.06
6.25 -
14.71
13.20
8.37
14.68
14.56
0.08 --
- 10.62
4.08 ----
--» 14.02
13.30
7.27
14.62
14.41
0.09 -
- 10.17
2.20 -
- 12.29
13.40
6.56
14.56
14.27
0.09 -
- 9.78
1.06 -----
- 10.93
13.50
6.11
14.52
14.15
0.09 y
--- 9.45
0.28 -
----- 9.82
13.60
5.78
14.48
14.04
0.09 ----
- 9.16
0.00 -
---d- 9.25
13.70
5.51
14.44
13.94
0.09 -----
- 8.89
0.00 -----
----- 8.98
13.80
5.27
14.40
13.84
0.09 -
- 8.61
- -
- 8.70
13.90
5.05
14.36
13.73
0.69 -
---- 8.35
----- -
----- 8.44
14.00
4.86
14.32
13.63
0.09 ---
--- 8.09
----- -
----- 8.18
14.10
4.67
14.28
13.53
0.69 -
- 7.84
- ----
--- 7.93
14.20
4.49
14.24
13.43
0.09 -
----- 7.59
- ---
---- 7.68
14.30
4.34
14.21
13.33
0.09 ----
- 7.36
-- ----
----- 7.45
14.40
4.19
14.17
13.24
0.09 --
--- 7.13
----- -----
--- 7.22
14.50
4.07
14.14
13.14
0.09 --
--- 6.91
---- ----
- 7.00
14.60
3.95
14.10
13.05
0.09 -
----- 6.70
-
6.79
14.70
3.84
14.07
12.96
0.09 -
--- 6.50
----- -
--- 6.59
14.80
3.74
14.04
12.87
0.09 -----
- 6.31
----- -
---- 6.40
14.90
3.64
14.01
12.79
0.09 ----
- 6.12
- -
----- 6.21
15.00
3.54
13.96
12.70
0.09 -
5.94
- -----
----- 6.03
15.10
3.45
13.95
12.61
0.09 -----
- 5.76
--- -----
---- 5.84
15.20
3.36
13.92
12.53
0.09 -
----- 5.53
- -----
- 5.67
15.30
3.26
13.89
12.45
0.08 -
---- 5.41
--- ---
- 5.50
15,40
3.17
13.86
12.37
0.08 -
---- 5.25
---- --
----- 5.34
15.50
3.07
13.84
12.29
0.08 ----
- 5.10
---- ---
----- 6.18
15.60
2.98
13.81
12.21
0.08 -
- 4.95
- -----
- 5.03
Continues on next page..,
t EaTlover oesign Ss3vices
112-" I"lof al Fkwy.
wftingt0n, NC 284M

Hydrograph Summary Report
Page 1
Hyd.
No.
Hydrograph
type
(origin)
Peak
flow
(cis)
Time
interval
(min)
Time to
peak
(min)
volume
(cuR)
Return
period
(Yrs)
Inflow
hyd(s)
Maximum Maximum Hydrograph
elevation storage description
(it) (euR)
1
SCS Runoff
7.77
6
762
80,515
10
---
-- ----- 10yr Predev-24hr
2
SCS Runoff
14.96
6
756
145,078
50
---
50yr Pn dev
3
SCS Runoff
18.41
6
755
176.846
100
----
w ----- 100yT Predev
4
SCS Runoff
26.61
6
738
169,338
10
---
---- ------ 10yr Postev-24hr
5
SCS Runoff
40.05
a
738
259,367
50
--
- ------ 50yr Postdev
6
SCS Runoff
46.113
6
738
299,664
100
----
----- -- IMyr Posldev
7
Reservoir
3.74
6
846
60,842
10
4
16.12 112,484 10yr Past Route.24
8
Reservrir
25.54
8
768
150,867
50
5
15.43 123,142 60yr Post -Route
9
Reserwdr
35.59
6
756
191.164
100
6
15.54 126,780 100yr Post -Route
10
Rationed
7.62
1
30
13,535
2
—
-- --- -- 1-year Rational pr
11
Rational
38.63
1
15
34,766
2
--
--- 1-year post
12
Reservoir
0.00
1
0
0
2
11
12.49 34,766 1-year routed
13
SCS Runoff
14.49
6
756
138,643
25
--
- ------ 25-YR PRE
14
SCS Runoff
34.51
6
738
219,684
25
E --
------ 25-Y? POST
15
Reservoir
e
1
14.37
6
780
111,184
25
14
15.29 118,487 25-YR ROUTED
Fbu... s..
[1120
% lga=F.JqSon �. ...
Proj. file: pond2-scs-blocked.GP
OF file: newhanover.IDF Run date: 06-03-2016

Reservoir Report Page 1
English
Reservoir No. 1 - Lehigh Pond 2 SCS
Pond Data
Pond storage is based on known contour areas
Stage I Storage Table
Stage Elevation Contour area Incr. Storage Total storage
ft ft sgft cult tuft
0.00
11.00
19,500
0
0
1.00
12.00
25,000
22,250
22,250
1.50
1250
26,250
12,813
35,063
2.00
13.00
27,500
13,438
48,500
3.00
14.00
30,000
28,750
77,250
4.00
15.00
32,500
31,250
108,500
5.00
16.00
35,600
34,000
142.500
Culvert I Orifice Structures Weir Structures
[A]
[e]
[C]
[D]
[Al
I131
[C]
[D]
Rise in
= 0.0
0.0
0.0
0.0
Crest Len ft
= 0.0
0.0
30.0
0.0
Span in
= 0.0
0.0
0.0
0.0
Crest El. ft
= 0.00
0.00
15.00
0.00
No. Barrels
= 0
0
0
0
Weir Coeff.
= 3.30
3.30
3.00
0.00
Invert El. ft
= 11.00
11.00
0.00
0.00
Eqn. Exp.
= 1.50
1.50
1.50
0.00
Length ft
= 0.0
0.0
0.0
0.0
Multi -Stage
= Yes
Yes
No
No
Slope %
= 0.10
0.01
0.00
0.00
N Value
= .011
.011
.000
.000
Orif. Coeff.
= 0.60
0.60
0.00
0.00
Multi -Stage
= -----
Yes
No
No
Tailwater Elevation =
i 1.00 ft
fft,x- ,41 OOIBOWS_ We bees afl*AW WidB►kft and OWN =nW.
Stage I Storage 1 Discharge Table
Stage Storage Elevation Clv A Civ 8 Civ C Civ D Wr A Wr B Wr C Wr 0 Discharge
ft cuft ft cfs cfs cfs cis cfs cfs cfs cis cfe
0.00
0
11.00 --- --- ---
-- --- 0.00 -
0,00
1.00
22,250
12.00 -- --- -
-- --- --- 0A0 -
0.00
1,50
35,0.63
12.5.0 - 6-- --
- - -- 0.W ---
0,00
2.00
48,500
13.00 -- --- --
-- -- -- 0.00 -
0.00
3.00
77,250
14.00 - -- --
- - - 0.00 -
0.00
4.00
108,500
15.00 --- -- ---
-- -- --- 0.00 -
0.00
5.00
142,500
16.00 --- --- --
--- --- Q-- 90.W -
90.00
Hanovar Grm,qm SP,ie:a

-7- UT1
Project: pond2-scs-ait.GPW I IDF: newhanover.IDF
15 hyd`s 1 07-07-2016

Hydrograph Summary Report
Page 1
Hyd.
No.
Hydrograph
type
(origin)
Peak
now
(oft)
Time
interval
(min)
Time to
peak
(min)
Volume
(tuft)
Return
period
(yns)
Inflow
hyd(s)
Maximum
elevation
(tt}
Maximum
storage
(curt)
Hydrograph
description
1
SCS Runoff
i0.ii
6
762
0.551
'io
----
»--.
-----
10yrPredev-24hr
2
SCS Runoff
16.05
6
756
170,564
50
—
--»
--
50yrPredav
3
SCS Runoff
21.74
6
756
203,745
100
—
------
----
100yr Predev
4
SCS Runoff
26.61
6
738
169,338
10
—
------
—
10yr Postde4-24hr
5
SCS Runoff
40.65
6
738
259,367
50
—
---
—
50•yr Postdav
6
SCS Runoff
48.83
6
738
2%,664
100
--
, —
—
100yr Postdav
7
Reservoir
7.68
6
786
159,875
10
4
14.24
84.812
10yr Post-Route-24
a
Resw4*
21.24
6
774
249,799
50
5
15.15
113.667
60yr Post -Route
9
Reservoir
32.93
6
762
290,062
100
B
15.33
119,574
100yr Post -Route
10
Raknal
7.52
1
30
13,535
2
—
--
—
1-year Rational pr
11
Radenai
38.63
1
15
34,706
2
--
—
1-yew pad
12
Reservoir
0.09
1
30
7,205
2
11
12.48
34.675
1 ,..+ter rafted
13
SCS Runoff
14.49
6
756
138,543
25
—
—
--
25-YR PRE
14
SCS Runoff
34.51
6
738
219.684
25
—
—
—
25-YR POST
15
i
i
Reservoir
14.81
6
774
210.156
25
14
14.78
1
101,671
25-YR ROUTED
Proj. tile: pond2-scs-alt.GPW
OF file: newhanover.IDF
Run date: 07-07-2016

Reservoir Report
Reservoir No. 1 - Lehigh Pond 2 SCS English
Pond Data
Pond storage is based an knnAm contour areas
Stage / Storage Table
Stage Elevation Contour area Incr. Storage Total storage
ft ft sgft cult cult
0.00
11.00
19,500
0
0
1.00
12.00
25,000
22,250
22,250
1.50
12.50
26,250
12,813
35,063
2.00
13.00
27,500
13,438
48,500
3.00
14.00
30,000
28,750
77,250
4.00
15.00
32,500
31,250
108,500
5.00
16.00
35,500
34,000
142,5W
Culvert / orifice Structures
[A] IB] IC] [D]
Weir Structures
[A] [B] [C] [0)
Rise in =
18.0
2.0 0.0
0.0
Crest Len ft =
1.0
16.0
30.0
0.0
Span in =
18.0
2.0 0.0
0.0
Crest El. ft =
12.50
14.50
15.00
0.00
No. Barrels =
1
1 0
0
Weir Coeff. =
3.30
3.30
3.00
0.00
Invert El. ft =
11.00
11.00 0.00
0.00
Eqn. Exp. =
1.50
1.50
1.50
0.00
Length ft =
20.0
15.0 0.0
0.0
Multi -Stage =
Yes
Yes
No
No
Slope % =
0.10
0.01 0.00
0.00
N-Value =
.011
,011 .000
.000
Orlf. Coeff. =
0,60
0.60 0,00
0.00
Multi -Stage =
----
Yes No
No
Tailwater Elevation ;
11.00 ft
Stage / Storage / Discharge Table
Noes; All awdlawa h9ve bean anaFjrad tailor Inlal and oup� conCnl
Stage Storage
Elevation Civ A
Clv B CIV C
Clv D Wr A
Wr B
Wr C
Wr D
Discharge
ft cuft
ft
cfs
cfs cfs
cfs dfs
cfs
cfs
cfs
cis
0:00 0
11.00
0.00
0,00 --
- 0.00
0.00
0.00
---
0.00
1,00 22,250
12,00
1,10
0,07 ---
- 0.00
0.00
0.00
---
0.07
1.50 35,063
12,50
1.51
0,09
--- 0.00
0.00
0.00
---
0.09
2.00 48,500
13.00
7.71
0,08 -
--- 1.17
0.00
0.00
-
1.24
3.00 77,250
14.00
12.76
0.09
6.06
0.00
0.00
-
6.15
4.00 108,500
15.00
15,34
0.00 ---
--- 13.04
18,87
0.00
--
15.34
5.00 142,500
16.00
17.54
0,00 --
-- 21.61
97.00
90.00
--
107.54

Hydrograph Report Page 1
English
Hyd. No. 1
10yr Predev-24hr
Hydrograph type
= SCS Runoff
Peak discharge
= 10.11 cfs
Storm frequency
= 10 yrs
Time interval
= 6 min
Drainage area
= 11.64 ac
Curve number
= 60
Basin Slope
= 0.5 %
Hydraulic length
= 1200 ft
Tc method
= USER
Time of conc. (Tc)
= 30 min
Total precip.
= 6.70 in
Distribution
= Type Ill
Storm duration
= 24 hrs
Shape factor
= 242
TOW Volume = 99,551 cuR
Hydrograph
Discharge Table
Time --
Outflow
Time -- Outflow
Time --
Outflow
Time --
Outflow
(hrs
cfs)
(hrs
cfs)
(hrs
cfs)
(hrs
cfs)
11.00
0.12
14.20
3.20
17.40
1.17
20.60
0,70
11.10
0.16
14.30
2.98
17.50
1.14
20.70
0.69
11.20
0,21
14.40
2.82
17.60
1.12
20.80
0.68
11.30
0.27
14.50
2.70
17.70
1.09
20.90
0,67
11.40
0.34
14.60
Z60
17.80
1.07
21.00
0.87
11.50
0.43
14.70
2,51
17.90
1.04
21.10
0.66
11.60
0.55
14.80
2.43
18,00
1.02
21.20
0.65
11.70
0.75
14.90
2,36
18.10
OM
21.30
0.64
11.80
1.06
15.00
2.29
1820
0.97
21 A
0.64
11.90
1.58
15.10
2.23
18.30
0.95
21.50
0.63
12.00
2,59
15.20
2.17
18.40
0.93
21.60
0.62
12.10
4.18
15.30
2.11
18,50
0.91
21.70
0.61
12.20
5.96
15.40
2.05
18.60
0.89
21.80
0,61
12.30
7.77
15.50
2.00
18.70
0.87
21.90
0.60
12.40
9.12
15.60
1.94
18.80
0.86
22.00
0.59
12.50
9.79
15.70
1.89
18.90
0.84
22.10
0.59
12.60
10.09
15,80
1.83
19.00
0.83
22.20
0.60
12.70
10.11 <<
15.90
1.78
19.10
0.82
22.30
0.60
12.80
9.92
16.00
1.73
19.20
0.81
22.40
0.61
12.90
9.61
16.10
1.68
19.30
0.80
22.50
0.60
13.00
9.25
16.20
1.63
19.40
.0.79
22.60
0.60
1310
8.83
16.30
1.58
19.50
0.78
22.70
0.59
13.20
8.36
16.40
1.53
19.60
0.77
22.80
0.59
13.30
7.86
16.50
1.48
19.70
0.76
22.90
0.58
13.40
7.33
16,60
1.44
19.80
0.75
23.00
0.67
13.60
6.78
16.70
1.40
19.90
0.75
23.10
0.57
13.60
6.21
16.80
1.36
20.00
0.74
23.20
0.56
13.70
5.63
16.90
1.33
20.10
0.73
23.30
0.55
13.80
5.04
17.00
1.29
20.20
0.72
23.40
0.55
13.90
4.47
17.10
1.26
20.30
0.72
23.50
0.54
14.00
3,93
17.20
1.23
20.40
0.71
23.60
0.63
14.10
3.50
17.30
1.20
20.60
0.70
23.70
0.53
Continues on next page...

Hydrograph Report N99
ftish
Hyd. No. 2
50yr Predev
Hydrograph type
= SCS Runoff
Peak discharge =
16.05 cfs
Storm frequency
= 50 yrs
Time interval =
6 min
Drainage area
= 11.64 ac
Curve number =
60
Basin Slope
= 0.5 %
Hydraulic length =
1200 ft
Tc method
= USER
Time of conc. (Tc) =
30 min
Total precip.
= 9.00 in
Distribution =
Type Ili
Storm duration
= 24 hrs
Shape factor =
242
Total Volume=170,564 cult
Hydrograph Discharge Table
Time -- Outflow
Time -- Outflow
Time -- Outflow
Time --
Outflow
(hm
cfs)
(hrs
cfs)
(hrs
cfs)
(hm
cfs)
10.20
0.22
1340
12.40
16.60
2,23
19.80
1.16
10.30
0.27
13.50
11.38
16.70
2.17
19.90
1.14
10.40
0.32
13.60
10.35
16.80
2.11
20.00
1.13
10.50
0.39
13.70
9.30
16.90
2,05
20.10
1.12
10.60
0.45
13,80
8.25
17.00
2.00
20.20
1.11
1070
0.53
13.90
7.25
17.10
1.95
20.30
1.10
10.80
0,61
14-00
6.31
17.20
1.90
20.40
1.09
10.90
0.70
14.10
5.58
17.30
1.85
20.50
1.08
11.00
0,79
14.20
5.10
17.40
1,81
20.60
1.06
11.10
0.90
14.30
4.73
17.50
1.77
20.70
1.05
11.20
1.02
14.40
4.46
17.60
1.72
20.80
1.04
11.30
1.16
14.60
4.27
17.70
1.68
20.90
1.03
11.40
1.32
14.60
4.10
17.80
1.65
21.00
1.02
11.50
1,52
14.,70
3.96
17.90
1.61
21.10
1.01
11.60
1.77
14.80
3.83
18.00
1.57
21.20
0.99
11.70
2.17
14.90
3.71
18.10
1.53
21.30
0.98
11.80
2.81
15.00
3.60
18.20
1.49
21.40
0.97
11.90
3.81
15,10
3.50
18.30
1.46
21.50
0.96
12.00
5.69
15.20
3.40
18.40
1.43
21.60
0.95
12.10
8.50
15,30
3.30
18.50
1.40
21.70
0.94
12.20
11.56
15.40
3.21
18.60
1.37
21.80
0.92
12.30
14.59
15.50
3.12
18.70
1.34
21.90
0.91
12.40
16.75
15.60
3.03
18.80
1.32
22.00
0.90
12.50
17.71
15.70
2,94
18.90
1.29
22.10
0.91
12.60
18.05 <<
15.80
2.86
19.00
1.27
22.20
0.91
12.70
17.92
15.90
2,78
19.10
1.26
22.30
0.92
12.80
17.45
16.00
2.69
19.20
1.24
22.40
0.93
12.90
16.80
16.10
2.61
19.30
1,22
22.50
0.92
13.00
16.06
16.20
2.53
19.40
1.21
22.60
0.91
13.10
15.24
16.30
2.45
19.50
1.1 90
22.70
0.90
13.20
14.34
16.40
2.37
19.60
1.18
22.80
0.89
13.30
13.39
16.50
2,30
19.70
1.17
22.90
0.88
Continues on next page...

Hydrograph Report Page
EngM
Hyd. No. 3
100yr Predev
Hydrograph type
= SCS Runoff
Peak discharge =
21.74 cfs
Storm frequency
= 100 yrs
Time Interval =
6 min
Drainage area
= 11.64 ac
Curve number =
60
Basin Slope
= 0.5 %
Hydraulic length =
1200 ft
Tc method
= USER
Time of conc. (Tc) =
30 min
Total precip.
= 10.00 in
Distribution =
Type III
Storm duration
= 24 hrs
Shape factor =
242
Total volume = 2M.745 cuR
Hydrograph Discharge Table
Time - Outflow
Time -- Outflow
Time -- Outflow
Time -- Outflow
(hrs
cfs)
(hrs
cfs)
(hrs
cfs)
(hrs
as)
9.80
0.22
13.00
19.19
18.20
2.92
19.40
1.39
9.90
0.27
13.10
18.17
18.30
2.83
19.50
1.38
10.00
0.32
13.20
17.07
16.40
2.74
19.60
1.36
10.10
0.38
13.30
15.91
16.50
2.66
19.70
1:35
10.20
0.44
13.40
14.71
16.60
2.58
19.80
1.33
10.30
0.51
13.50
13.48
16.70
2.61
19.90
1.32
10.40
0.58
13.60
12.22
16.80
2.44
20.00
1.31
10.50
0.66
13.70
10.95
16.90
2.37
20.10
1.29
10.60
0.75
13.80
9.70
17,00
2.31
20.20
1.28
10.70
0.85
13.90
8.50
17.10
2.25
20.30
1.27
10,80
0.95
14.00
7.38
17.20
2.19
20.40
1.25
10.90
1.07
14.10
6.51
17.30
2.14
20.50
1.24
11.00
1.19
14.20
5.94
17.40
2.09
20.60
1.23
11.10
1.32
14.30
5.51
17.50
2.04
20.70
1.21
11.20
1.46
14.40
5.20
17,60
1.99
20.80
1.20
11.30
1.63
14.50
4.96
17.70
1.95
20.90
1.19
11.40
1.84
14.60
4.77
17.80
1.90
21.00
1.17
11.50
2.08
14.70
4.60
17.90
1.86
21.10
1.16
11.60
2.40
14.80
4.45
18.00
1.81
21.20
1.15
11.70
2.89
14.90
4.31
18.10
1.77
21,30
1.13
11.80
3.68
15.00
4.18
18.20
1.73
21.40
1.12
11.90
4.91
15.10
4.06
18.30
1.68
21.50
1.11
12.00
7.20
15.20
3.94
18.40
1.65
21.60
1.09
12.10
10.57
15.30
3.83
18.50
1.61
21.70
1.08
12.20
14.22
15.40
3,72
18.60
1.58
21.80
1.06
12.30
17.80
15.50
3.61
an
1,55
21.90
1.05
12.40
20.31
15.60
3.51
18.80
1.52
22.00
1.04
12.50
21.39
15.70
3.41
18.90
1.49
22.10
1.04
12.60
21.74 «
15.80
3.31
19,00
1.47
22.20
1.05
12.70
21.53
15.90
3.21
A °.av "'
+v
1.45
22.30
1.06
12.80
20.93
16.00
3.12
19.20
1.43
22.40
1.07
12,90
20.11
16.10
3.02
19.30
1.41
22.50
1.06
Confinues an next page...

Hydrograph Report ftge 1
&Vsh
Hyd. No. 4
10yr Postdev-24hr
Hydrograph type
= 5CS Runoff
Peak discharge
= 26.61 cis
Storm frequency
= 10 yrs
Time interval
= 6 min
Drainage area
= 11.64 ac
Curve number
= 75
Basin Slope
= 0.5 %
Hydraulic length
= 1200 ft
Tc method
= USER
Time of conc. (Tc)
= 15 min
Total precip.
= 6.70 in
Distribution
= Type III
Storm duration
= 24 hrs
Shape factor
= 242
Total Vdume a 169,338 cuff
Hydrograph Discharge Table
Time -- Outflow
Time -- Outflow
Time -- Outflow
Time -- Outflow
(hrs
cfs)
(hrs
cfs)
(hrs
cfs)
(hrs
cfs)
8.90
0.29
12.10
21.01
15.30
2.62
18.50
1.12
9.00
0.33
12.20
25.54
15.40
2.55
18.60
1.10
9.10
0.37
12.30
26.61 <c
15.50
2.47
18.70
1.09
9.20
0.41
12.40
26.30
15.60
2.40
18.80
1.07
9.30
0.46
12.50
24.67
15.70
2.32
18.90
1.05
9.40
0.51
12.60
22M
15.80
2.24
19.00
1.05
9.50
0.56
12.70
18.98
15.90
2.17
19.10
1.04
9.60
0.62
12.80
15.89
16.00
2.09
19.20
1.03
9.70
0.67
12.90
12.88
16.10
2.01
19.30
1.02
9.80
0.73
13.00
10.05
16.20
1.94
19.40
1.01
9.90
0.79
13.10
7.94
16.30
1.88
19.50
1.00
10.00
0.86
13.20
6.66
16.40
1.83
19.60
0.99
10.10
0.93
13.30
5.79
16.50
1.78
19.70
0.98
10.20
1.00
13.40
5.23
16.60
7.73
19.80
0.97
10.30
1.08
13.50
4.88
16.70
1.69
19.90
0.96
10.40
1.17
13.60
4.62
16.80
1.68
20.00
0.95
10.50
1.27
13.70
4.40
16.90
1.62
20.10
0.94
10.60
1.38
13.80
4.21
17.00
1.59
20.20
0.93
10.70
1.49
13.90
4.05
17.10
1.55
20.30
0:92
10.80
1.61
14.00
3.89
17.20
1.52
20.40
0.91
10.90
1.74
14.10
3.74
17.30
1.48
20.50
0.90
11.00
1.88
14.20
3.60
17.40
1.45
20.60
0.89
11.10
2.03
14.30
3.48
17.50
1.42
20.70
0.88
11.20
2.22
14.40
3.36
17.60
1.38
20.80
0.87
11.30
2.46
14.50
3.26
17.70
1.35
20.90
0.86
11.40
2.75
14.60
3.17
17.80
1.31
21.00
0.86
11.60
3.09
14.70
3.08
17.90
1.28
21.10
0.84
11.60
3.62
14.80
3.00
18.00
1.25
21,20
0.83
11.70
4.68
14.90
2.92
18.10
1.21
21.30
0.82
11.80
6.44
15.00
2.85
18.20
1.18
21.40
0.81
11.90
8.97
15.10
2.77
18.30
1.16
21.50
0.80
12.00
13.90
15.20
2.70
18.40
1.14
21.60
0.79
Continues on next page...

Hydrograph Report fte
ftv,M
Hyd. No. 5
50yr Postdev
Hydrograph type
= SCS Runoff
Peak discharge =
40.65 cfs
Storm frequency
= 50 yrs
Time interval =
6 min
Drainage area
= 11.64 ac
Curve number =
75
Basin Slope
= 1.0 %
Hydraulic length =
1200 ft
Tc method
= USER
Time of cone. (Tc) =
15 min
Total precip.
= 9.00 in
Distribution =
Type III
Storm duration
= 24 hrs
Shape factor =
242
7oWl vck„8 = M,367 tuft
Hydrograph Discharge Table
Time -- Outflow
Time -- Outflow
Time -- Outflow
Time -- Outflow
(hrs
cfs)
(hrs
cfs)
(hrs
cfs)
(hrs
cfs)
8.10
0.42
11.30
4.36
14.50
4.68
17.70
1.92
8.20
0.46
11.40
4.83
14.60
4.55
17.80
1.87
8.30
0.50
11.50
5.36
14.70
4.42
17.90
1.82
8,40
0.55
11.60
6.22
14.80
4.30
18.00
1.77
8.50
0.60
11.70
7.91
14.90
4.19
18.10
1.72
8.60
0.66
11.80
10.72
15.00
4.08
18.20
1.68
8.70
0.72
11.90
14.65
15.10
3.97
18.30
1.64
8.80
0.78
12.00
22.19
15.20
3.86
18.40
1.61
8.90
0.85
12.10
32.83
15.30
3.75
18.50
1.59
9.00
0.92
12.20
39.36
15.40
3.64
18.60
1.56
9.10
1.00
12.30
40.65 <<
15.50
3.53
18.70
1,54
9.20
1.07
12.40
39.90
15.60
3.42
18.80
1.52
9.30
1.16
12.60
37.20
16.70
3.31
18.90
1.51
9.40
1.24
12.60
33.04
15.80
3.20
19.00
1.49
9.50
1.33
12.70
28.31
15.90
3.09
19.10
1.48
9.60
1.42
12.80
23.67
16.00
2.98
19.20
1.47
9,70
1.51
12.90
18.98
16.10
2.87
19.30
1.45
9.80
1.61
13.00
14.72
16.20
2.77
19.40
1.44
9.90
1.71
13.10
1157
16.30
2.68
19.50
1.42
10.00
1.81
13.20
9.68
16.40
2.60
19.60
1.41
10.10
1.92
13.30
8.40
16.50
2.53
19.70
1.39
10.20
2.04
13.40
7.58
16.60
2.47
19.80
1.38
10.30
2.18
13.50
7.06
16.70
2.41
19.90
1.36
10.40
2.32
13.60
6.68
16.80
2.36
20.00
1.35
10.50
2.48
13.70
6.36
16.90
2.31
20.10
1.33
10.60
2.65
13.80
6.08
17.00
2.26
20.20
1.32
10.70
2.84
13.90
5.83
17.10
2.21
20.30
1.30
10.80
3.03
14.00
5.60
17.20
2.16
20.40
1.29
10.90
3.23
14.10
5.38
17.30
2.11
20.50
1.28
11.00
3.44
14.2.0
5.18
17.40
2.08
20.60
1.26
11.10
3:68
14.30
5.00
17.50
2.01
20.70
1.25
11.20
IN
14.40
4.83
17.60
1.97
20.80
1.23
Continues on next page...

Hydrograph Report Page 1
English
Hyd. No. 6
100yr Postdev
Hydrograph type
= SDS Runoff
Peak discharge =
46.83 cfs
Storm frequency
= 100 yrs
Time interval =
6 min
Drainage area
= 11.64 ac
Curve number =
75
Basin Slope
= 1.0 %
Hydraulic length =
1200 ft
Tc method
= USER
Time of conc. (Tc) =
15 min
Total precip.
= 10.00 in
Distribution =
Type III
Storm duration
= 24 hrs
Shape factor =
242
Total volume s 299,664 cuR
Hydrograph Discharge Table
Time --
Outflow
Time -- Outflow
Time -- Outflow
Time -- Outflow
(hrs
cfs)
(hrs
cfs)
(hrs
cfs)
(hrs
cfs)
7.80
0.48
11.00
4.17
14.20
5.86
17.40
2.33
7.90
0.52
11.10
4.45
14.30
5.65
17.50
2.27
8.00
0.57
11.20
4.80
14.40
5.47
17.60
2.22
8.10
0.61
11.30
5,24
14.50
5.30
17.70
2.16
8.20
0.66
11.40
5.78
14.60
5.14
17.80
2.11
8.30
0.71
11.50
6.41
14.70
5.00
17.90
2.05
8.40
0.77
11.60
7.40
14.80
4.86
18.00
2.00
8.50
0.83
11.70
9.38
14.90
4.73
18.10
1.94
8.60
0.90
11.80
12.65
15.00
4.61
18.20
1.90
8.70
0.97
11.90
17.21
16.10
4,49
18.30
1.85
8.80
1.05
12.00
25.89
15.20
4.36
18.40
1.82
8.90
1.13
12.10
38.08
15.30
4.24
18.50
1.79
9.00
1.22
12.20
45.46
15.40
4.12
18.60
1.76
9.10
1.31
12.30
46.83 <<
15.50
3.99
18.70
1.74
9.20
1.40
12.40
45.87
15.60
3.87
18.80
1.72
9.30
1.50
12.50
42.69
15.70
3.74
18.90
1.70
9.40
1.60
12.60
37.86
15.80
3.62
19,00
1.68
9.50
1.71
12.70
32.39
15.90
3.49
19.10
1.67
9.60
1.81
12.80
26.92
16.00
3.37
19.20
1.65
9.70
1.92
12.90
21.63
16.10
3.24
19.30
1.64
9.80
2.04
13.00
16.74
16.20
3.13
19.40
1.62
9.90
2.16
13.10
13.14
16.30
3.03
19.50
1.60
10.00
2.28
13.20
10.99
16.40
2.94
19.60
1.59
10.10
2.40
13.30
9.53
16.50
2.86
19.70
1.57
10.20
2.54
13.40
8.59
16.60
2.79
19.80
1.55
10.30
2.70
13.50
8.00
16.70
2.72
19.90
1.54
10.40
2.87
13.60
7.57
16.80
2.66
20.00
1.52
10.50
3.06
13.70
7.20
16.90
2.60
20.10
1.50-
10.60
3.26
13.80
6.88
17.00
2,55
20.20
1.49
10.70
3.47
13.90
6.60
17.10
'2'-Q
20.30
1.47
10.80
3.69
14.00
6:34
17.20
2.44
20.40
1.45
10.90
3.93
14.10
6.09
17.30
2.38
20.50
1.44
Continues on next page...

Hydrograph
Report
ttDo 1
BVISh
Hyd. No. 7
10yr Post-Route-24hr
Hydrograph type
= Reservoir
Peak discharge
= 7.68 cfs
Storm frequency
= 10 yrs
Time interval
= 6 min
Inflow hyd. No.
= 4
Reservoir name
= Lehigh Pond 2 S
Max. Elevation
= 14.24 ft
Max. Storage
= 84,812 cuft
Slasye kw"ft meow used, Total Volume=159.875 ouft
Hydrograph Discharge Table
Time Inflow Elevation Clv A CIv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hm) cis ft cfs cis cfs cfs as cfs cfs cis cis
12.10
21.01
12.28
1.40
O.fl8 ----
- - - -
- 0.08
12.20
25.54
12.60
3.63
0.09 -
- 0.10 - ----
- 0.19
12.30
26.61 «
12.94
7.22
0.08 -
6---- 0.95 - -
- 1.03
12.40
26.30
13.25
9.39
0.07 -
- 2.15 ----- -
- 2.22
12.50
24.67
13.53
10.98
0.08 -
- 3.48 - --
- 3.55
12.60
22.03
13.77
12.09
0.08 --
- 4.75 - -
- 4.83
12.70
18.98
13.96
12.66
0.09 -
- 5.85 ----- -
----- 6.93
12.80
15.89
14.09
13.03
0.09 -
----- 6.65 - -
----• 6.73
12.90
12.88
14.18
13.26
0.09 -
- 7.19 - -
- 7.27
13.00
10.05
14.23
13.39
0.09 -
- 7.49 - -
- 7.58
13.10
7.94
14.24 <<
13.43
0.09 --
- 7.59 ----- -----
- 7.68 <<
13.20
6.66
14.24
13.42
0.09 -
- 7.56 - -
- 7.65
13.30
5.79
14.22
13.38
0.09 -----
- 7.46 - -
---- 7.55
13.40
5.23
14.20
13.32
0.09 --
- 7.31 - -----
- 7.40
13.50
4.88
14.17
13.24
0.09 -
- 7.15 - -
-- 7.23
13.60
4.62
14.15
13.17
0.09
- 6.97 ---- ----
-- 7.06
13.70
4.40
14.12
13.09
0.09 -
- 6.79 --- -
- 6.88
13.80
4.21
14.09
13.01
0.09 ---
----- 6.61 ----- ----
----- 6.70
13.90
4.05
14.06
12.93
0.09 ---
----- 6.43 --- ----
-- 6.52
14.00
3.89
14.03
12.85
0.09 -
- 6.26 - -
----- 6.35
14.10
3.74
14.00
12.77
0.09 -----
- 6.09 ----- -
- 6.17
14.20
3.60
13.97
12.69
0.09 -
- 5.91 -R-- --
- 5.99
14.30
3.48
13.94
12.60
0.09 -
-- 5.73 - -
--- 5.82
14.40
3.36
13.92
12.52
0.09 -
- 5.56 --- -----
----- 5.64
14.50
3.26
13.89
12.44
0.08 -
- 5.39 -- --
- 5.48
14.60
3.17
13.86
12.36
0.08 -----
- 5.24 ----- -
- 5.32
14.70
3.08
13.83
12.28
0.08 -
- 5.08 ----- -
- 5.17
14.80
3.00
13.81
12.20
0.08 -
4.94 ---- ----
-- 5.02
14.90
2.92
13.78
12.12
0.08 -
- .4.80 ----- -
- 4.88
15.00
2.85
13.76
12.03
0.08 ----
- 4.66 ----- ----
-_-- 4.74
15.10
2.77
13.74
11.94
0.08 -
- 4.53 - -
- 4.61
15.20
2.70
13.71
11.86
0.08 ---
---- 4.41 - -
4.49
15.30
2.62
13.69
11.76
0.08 -
- 4.29 - -
----- 4.37
15.40
2.55
13.67
11.66
0.08 -
- 4.17 --- -----
----- 4.25
15.50
2.47
13.65
11.55
0.08 -
- 4.06 a---- -
----- 4.14
15.60
2.40
13.63
11.45
0.08 -----
- 3.95
4.03
Conhhues on next page...

Hydrograph
Report
Page 1
English
Hyd. No. 8
50yr Post -Route
rydrograph type
= reservoir
Peak discharge
= 21.24 cfs
Storm frequency
= 50 yrs
Time interval
= 6 min
Inflow hyd. No.
= 5
Reservoir name
= Lehigh Pond 2 S
Max. Elevation
= 15.15 ft
Max. Storage
= 113,667 cuFt
Shun4 Ymdksuon method uad Total Volume = 249.799 cult
Hydrograph Discharge Table
Time Inflow Elevation Civ A Clv B Clv C CIv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft ds ds oft aft as cfs ds ds cfa
12.00
22.19
12.81
6.11
0.09 -
- 0.56
-
- -
0.65
12.10
32.83
13.15
8.74
0.07 -----
- 1.73
-
- -
1.60
12.20
39.36
13.57
11.14
0.08 -
- 3.64
-
- -
3.71
12.30
40.65 <<
14.00
12.76
0.09 -
- 6.09
-
- -
6.18
12.40
39.90
14.38
13.81
0.09 ----
---- 8.53
-
-- ----
8.62
12.50
37.20
14.69
14.60
0.08 -
10.73
4.56
- -
14.46
12.60
33.04
14.93
15.17
- -
----- 12.49
14.88
- -
15.17
12.70
28.31
15.08
15.53
- -
- 13.71
23.60
2.39 -
17.93
12.80
23.57
15.15
15.69
---- -
14.25
27.83
5.52 -
21.22
12.90
18.98
15.15 <<
15.69
- -
- 14.26
27.86
5.55 --
21.24 <<
13.00
14.72
15.12
15.61
-
13.96
25.55
3.67 -
19.28
13.10
11.57
15.06
15.48
- -
---- 13.53
22.29
1.76 -
17.24
13.20
9.68
15.00
15.34
----- --
----- 13.06
18.75
0.04 --
15A8
13.30
8.40
14.93
16.17
----- --
-- 12.50
14.94
---T -
15.17
13.40
7.58
14.85
14.97
--- -----
----- 11.86
10.93
- -
14.97
13.60
7.06
14.76
14.76
0.03 -----
----- 11.22
7.14
-- -
14.76
13.60
6.68
14.68
14:55
0.08 -----
- 10.59
3.96
---- -
13.91
13.70
6.36
14.60
14.37
0.09 -----
----- 10.06
1.72
- ----
11.85
13.80
6.08
14.54
14.22
0.09 -----
----- 9.65
0.76
-- -
10.49
13.90
5.83
14.50
14.10
0.09 -
----- 9.32
0.00
9.41
14.00
5.60
14.46
14.00
0.09 ---
-- 9.04
0.00
----- -
9.13
14.10
5.38
14.42
13.89
0.09 ,---
- 8.78
0.00
8.85
14.20
5.18
14.38
13.79
0.09 -
----- 8.49
-
- ---
8.58
14.30
5.00
14.34
13.69
0.09 -
- 8.23
-
- -----
8.32
14.40
4.83
14.30
13.59
0.09 -
- 7.98
-----
---- -
8.07
14.50
4.68
14.26
13.49
0.09 -
--- 7.74
-
----- ----
7.83
14.60
4.55
14.23
13.39
0.09 -
- 7.50
-
----- ----
7.59
14.70
4.42
14.19
13.30
0.09 -
- 7.28
-
---
7.37
14.80
4.30
14.16
13.21
0.09 -
- 7.07
-
--- -
7.15
14.90
4.19
14.13
13.12
0.09 --
--- 6.86
--- -
--- -
6.95
15.00
4.08
14.10
13.03
0.09 -
---- 6.66
---
----- -
6.75
15.10
3.07
14.07
12.95
0.09 ---
- 6.41
-----
----- --
6.56
15.20
3.86
14.04
12.87
0.09 ----
- 6.29
-
----- -----
6.38
15.30
3.75
14.01
12.79
0.09 -----
----- 6.12
6.20
15.40
3.64
13.98
12.70
0.09 -
- 5.94
-----
- -
6.03
15.50
3.53
13.95
12.62
0.09 -
- 5.76
-----
----- ----
5.85
Continues on next page...

Hydrograph
Report
ftge 1
EVsh
Hyd. No. 9
100yr Post -Route
Hydrograph type
= Reservoir
Peak discharge
= 32.93 cfs
Storm frequency
= 100 yrs
Time interval
= 6 min
Inflow hyd. No.
= 6
Reservoir name
= Lehigh Pond 2 S
Max. Elevation
= 15.33 ft
Max.. Storage
= 119,574 cuft
Stamp Ind uNan mad d ufad, Total Volume = 290,052 cult
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Civ C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs)
afs
ft
Cfs
afs aft
as cfs
as
cfs as
efs
11.80
12.65
12.69
4.92
0.09 -----
--- 0.28
-
- -
0.37
11.90
17.21
12.88
6.79
0.08 ----
----- 0.79
-
- -----
0.87
12.00
25.89
13.14
8.71
0.07 -----
----- 1.71
-
- -
1.78
12.10
38.06
13.51
10.86
0.08 -----
- 3.36
-
- -
3.44
12.20
45.46
13.^a5
12.69
0.09 -
----- 5.92
--
--
6.01
12.30
46.83 <<
14.42
13.91
0.09 -
----- 8.81
0.00
- ---
8.90
12.40
45.87
14.82
14.91
- -
- 11.67
9.64
- -
14.91
12.50
42.69
15.12
15.62
- -----
- 14.01
25.91
3.96 -
19.58
12.60
37.86
15.29
16.00
- -----
----- 15.35
36.83
13.86 -----
29.86
12.70
32.39
15.33 <<
16.09
---- -
- 15.68
39.66
16.84 --
32.93 «
12.80
26.92
15.30
16.03
- -
- 15.47
37.89
14.91 -
30.94
12.90
21.63
15.25
15.92
---- -----
----- 15.05
34.36
11.42 -
27.34
13.00
16.74
15.19
15.77
- -
----- 14.53
30.04
7.33 -----
23.10
13.10
13.14
15.12
15.62
-
13.99
25.76
3.84 -----
19A5
13.20
10.99
15.05
15.46
- -
- 13.47
21.83
1.53 -
17.00
13.30
9.53
14.99
15.32
- -
- 12.97
18.17
---- -
15.32
13.40
8.59
14.92
15.15
-----
12.42
14.40
- ---'
15.15
13.50
8.00
14.84
14.96
-
11.83
10.63
-
14.96
13.60
7.57
14.76
14.76
0.03 -
- 11.22
7.10
- -
14.76
13.70
7.20
14.68
14.56
0.08 -
- 10.62
4.10
----- -
14.03
13.80
6.88
14.61
14.39
0.09 -
- 10.12
1.98
----- -
12.09
13.90
6.60
14.56
14.25
0.09 -
-- 9.73
0.94
- --»--
10.76
14.00
6.34
14.51
14.14
0.09 -
-- 9.42
0.21
- -----
9.73
14.10
6.09
14.48
14.04
0.09 -
- 9.16
0.00
- -
9.25
14.20
5.86
14.44
13:95
0.09 -
- 8.91
0.00
- -
9.00
14.30
5.65
14.40
13.86
0.09 -
- 8.66
0.00
- -----
8.75
14.40
5.47
14.37
13.76
0.09 -----
- 8.42
-
--
8.51
14.60
5.30
14.33
13.67
0.09 -----
- 8.19
-
-- ----
8.28
14.60
5.14
14.30
13.58
0.09 -
- 7.96
-
- -
8.05
14.70
5.00
14.27
13.49
0.09 -
- 7.74
-----
-- ----
7:83
14.80
4.86
14.23
13AI
0.09 -
----� 7.63
-----
- ----
7.62
14.90
4.73
14.20
13.32
0.09 -
- 7.33
-
- -
7.42
15.00
4.61
14.17
13.24
0.09 -
--- 7.13
---
- -
7.22
15.10
4.49
14.14
13.16
0.09 -
- 6.95
-
- -
7.03
15.20
4.36
14.11
13.08
0.09 -----
- 6.76
y---
- --
6.85
15.30
4.24
14.08
13.00
0.09 -----
----- 6.58
-
- -
6.67
Continues on next page.-

Hydrograph
Report
ftp 1
English
Hyd. No. 10
1-year Rational pre
Hydrograph type
= Rational
Peak discharge =
7.52 cis
Storm frequency
= 2 yrs
Time interval =
1 min
Drainage area
=11.6 ac
Runoff coeff. =
0.2
Intensity
= 3.23 in
Time of conc. (Tc) =
30 min
I-D-F Curve
= newhanover.IDF
Reced. limb factor =
1
Total Volume a 13,535 cult
Hydrograph Discharge Table
Time -- Outflow Time -- Outflow
(hrs cfs) (hrs cfs)
0.02
0.25
0.55
6.77
0.03
0.50
0.57
6.52
0.05
0.75
0.58
6.27
0.07
1.00
0.60
6.02
0.08
1.25
0.62
5.76
0.10
1.50
0.63
5.51
0.12
1.75
0.65
5.26
0.13
2.01
0.67
5.01
0.15
2.26
0.68
4.76
0.17
2.51
0.70
4.51
0.18
2.76
0.72
4.26
0.20
3.01
0.73
4.01
0.22
3.26
0.75
3.76
0.23
3.51
0.77
3.51
0.25
3.76
0.76
3.26
0.27
4.01
0.80
3,01
0.28
4.26
0.82
2.76
0.30
4.51
0.83
2.51
0.32
4.76
0.85
2.26
0.33
5.01
0.67
2.01
0.35
5.26
0.88
1.75
0.37
5.51
0.90
1.50
0.38
5.76
0.92
1.25
0.40
6.02
0.93
1.00
0.42
6.27
0.95
0.75
0.43
6.52
0.97
0.50
0.45
6.77
0.98
0.25
0.47
7.02
0.48
7.27
0.50
7.52 «
...End
0.52
7.27
0.53
7.02

Hydrograph Report Page
English
Hyd. No. 11
1-year post
Hydrograph type
= Rational
Peak discharge =
38.83 cfs
Storm frequency
= 2 yrs
Time interval =
1 min
Drainage area
=11.6 ac
Runoff coeff. =
0.75
Intensity
= 4.42 in
Time of conc. (Tc) =
15 min
-D-F Curve
= newhanover.IDF
Reced. limb factor =
1
Total Volume = 34,766 cult
Hydrograph Discharge Table
Time -- Outflow
(hrs cfs)
0.02
2.58
0.03
5.15
0.05
7.73
0.07
10.30
0.08
12.88
0.10
15.45
0.12
18.03
0.13
20.60
0.15
23.18
0.17
25.75
0.18
28.33
0.20
30.90
0.22
33.48
0.23
36.05
0.25
38.63 as
0.27
36.05
0.28
33.48
0.30
30.90
0.32
28.33
0.33
25.75
0.35
23.18
0.37
20.60
0.38
18.03
0.40
15.45
0.42
12.88
0.43
10.30
0.45
7.73
0.47
5.15
0.48
2.58
...End

Hydrograph Report PRP
English
Hyd. No. 12
1-vear routed
Hydrograph type
= Reservoir
Peak discharge
= 0.09 cfs
Storm frequency
= 2 yrs
Time interval
= 1 min
Inflow hyd. No.
= 11
Reservoir name
= Lehigh Pond 2 S
Max. Elevation
= 12.48 ft
Max. Storage
= 34,675 tuft
Storage Indication mGMW used Total Volume = 7.205 cult
Hydrograph Discharge Table
Time Inflow Elevation Clv A CIV B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
chmj cfa ft cfs cfs cfs cfs cfs cfs cfs cis eft
0.07
10.30
11.06
0.02
0.00 -- - -
- ---- - 0.00
0.08
12.88
11.09
0.03
0.00 - - -
- - - 0.00
0.10
15.45
11.12
0.05
0.01 - - -
- - - 0.01
0.12
18.03
11.17
0.09
0.01 - - -
- - - 0.01
0.13
20.60
11.22
0.13
0.02 --- -- -----
-- -- 0.02
0.15
23.18
11.28
0.19
0.03 ---- - -
- -- - 0.03
0.17
25.75
11.35
0.26
0.03 - - -
- ----- - 0.03
0.18
28.33
11.42
0.34
0.04 -- ----- -----
--- ---- --_. 0.04
0.20
30.90
11.50
0.45
0.04 - - -
- ----- -- 0.04
0.22
33.48
11.59
0.65
0.05 - - -
--- -- --- 0.05
0.23
36.05
11.68
0.69
0.06 -- ---- --
-- 0.06
0.25
38.63 <<
11.78
0.81
0.06 ----- ----- -
--- ----- ----- 0.06
0.27
36.05
11.88
0.96
0.07 --- - d----
- --- - 0.07
0.28
33.48
11.97
1.07
0.07 - -
----- - - 0,07
0.30
30.90
12.05
1.17
0.07 - ----- ---
--- 0.07
0.32
28.33
12.12
1.25
0.08 - - -
- ----- ----- 0.08
0.33
26.76
12.19
1.32
0.08
- 0.08
0.35
23.18
12.24
1.37
0.08
----- 0.08
0.37
20.60
12.29
1.41
0.08 ----- - -----
- - - 0.08
0.38
18,03
12.34
1.45
0.08
--- 0.08
0.40
15.45
12.38
1.48
0.09
- 0.09
0.42
12.88
12.41
1.50
0.09
--- 0.09
0.43
10.30
12.44
1.51
0.09
- 0.09
0.45
7.73
12.46
1.51
0.09
----- 0.09
0.47
5.15
12.47
1.51
0.09 - -- --•-
- ----- ----- 0.09
0.48
2.58
12.48
1.51
0.09 - --- ---- ---
---- - 0.09
0.50
0.00
12.48 <<
1.51
0.09
--- 0.09 <<
0.52
0.00
12.48
1.51
0.09 ----- ----- -
- ----- --- 0.09
0.53
0.00
12.48
1.51
0.09 - -----
- - - 0.09
0.55
0.00
12.48
1.51
0.09 - ----- -----
----- - - 0.09
0.57
0.00
12.48
1.51
0.09 - - -
--- - -- 0.09
0158
0.00
12.48
1.51
0.09 _.__ ._.._ -
__.__ - ____ 0.09
0.60
0.00
12.48
1.51
0.09 ----- ----- -----
---- --- ----- 0.09
0.62
0.00
12.48
1.51
0.09 ---- ----- ---
- . ---- ----- 0.09
0.63
0.00
12.48
1.51
0.09 - ----- -----
-- - - 0.09
0.65
0.00
12.48
1.51
0.09 ----- ----- -----
- -- - 0.09
Continues on next page...

Hydrograph Report Page 1
En9ish
Hyd. No. 13
25-YR PRE
Hydrograph type
= SCS Runoff
Peak discharge =
14.49 cfs
Storm frequency
= 25 yrs
Time interval =
6 min
Drainage area
= 11.64 ac
Curve number =
60
Basin Slope
= 0.5 %
Hydraulic length =
1200 ft
Tc method
= USER
Time of conc. (Tc) =
30 min
Total precip.
= 8.00 in
Distribution =
Type Ili
Storm duration
= 24 hrs
Shape factor =
242
Total Volume=138,643 cult
Hydrograph
Discharge Table
Time --
Outflow
Time -- Outflow
Time --
Outflow
Time --
Outflow
(hrs
afs)
(hrs
dfs)
(hrs
cfs)
(hrs
cfs)
10.50
0.16
13.70
7.67
16.90
1.73
20.10
0.95
10.60
0.21
13.80
6.83
17.00
1.69
20.20
0.94
1 a_7n
n-28
13.90
6.02
17.10
1.65
20.30
0.93
10.80
0.32
14.00
5.26
17.20
1.61
20.40
0.92
10.90
0.38
14.10
4.66
17.30
1.57
20.50
0.91
11.00
0.45
14.20
4.26
17.40
1.53
20.60
0.90
11.10
0.53
14.30
3.96
17.50
1.49
20.70
0.89
11.20
0.62
14.40
3.74
17.60
1.46
20.80
0.88
11.30
0.73
14.50
3.58
17.70
1.43
20.90
0.87
11.40
0.85
14.60
3.44
17.80
1.39
21.00
0.86
11.50
1.00
14.70
3.32
17.90
1.36
21.10
0.85
11.60
1.20
14.80
3.21
18.00
1.33
21.20
0.84
11.70
1.51
14.90
3.12
18.10
1.30
21.30
0.83
11.80
2.00
15.00
3.03
18.20
1.27
21.40
0.82
11.90
2.78
15.10
2.94
18.30
1.24
21.50
0.81
12.00
4.27
15.20
2.86
18.40
1.21
21.60
0.81
12.10
6.54
.15.30
2.78
18.50
1.18
21.70
0.80
12.20
9.02
15.40
2.70
18.60
1.16
21.80
0.79
12.30
11.52
15.50
2.63
18.70
1.14
21.90
0.78
12.40
13.32
15.60
2.55
18.80
1.12
22.00
0.77
12.50
14.15
15.70
2.48
18.90
1.10
22.10
0.77
12.60
14.49 «
15.80
2.41
19.00
1.08
22.20
0.77
12.70
14.42
15.90
2.34
19.10
1.06
22.30
0.78
12.80
14.08
16.00
2.27
19.20
1.05
22.40
0.79
12.90
13.59
16.10
2.20
19.30
1.04
22.50
0.78
13.00
13.02
16.20
2.13
19.40
1.02
22.60
0.77
13.10
12.38
16.30
2.06
19.50
1.01
22.70
0.77
13.20
11.67
16.40
2.00
19.60
1.00
22.80
0.76
13.30
10.93
16.50
1.94
19.70
0.99
22.90
0.75
13.40
10.14
16.60
1.88
19.80
0.98
23.00
0.74
13.50
9.34
16.70
1.83
19.90
0.97
23.10
0.73
13.60
8.51
16.80
1.78
20.00
0.96
23.20
0.73
Continues on next page...

Hydrograph Report Pays 9
Engish
Hyd. No. 14
25-YR POST
Hydrograph type
= SCS Runoff
Peak discharge
= 34.51 cfs
Storm frequency
= 25 yrs
Time interval
= 6 min
Drainage area
= 11.64 ac
Curve number
= 75
Basin Slope
= 0.5 %
Hydraulic length
= 1200 ft
Tc method
= USER
Time of conc. (Tc)
= 15 min
Total precip.
= 8.00 in
Distribution
= Type III
Storm duration
= 24 hrs
Shape factor
= 242
Total Vdurne = 219.04 cuff
Hydrograph Discharge Table
Time --
Outflow
Time -- Outflow
Time --
Outflow
Time -
outflow
(hrs
cfs)
(hrs
cfs)
(hrs
cfs)
(hrs
cfs)
8,40
0.35
11,60
5.06
14.80
&74
18.00
1.54
8.50
0.39
11.70
6.47
14.90
3.64
16.10
1.50
&60
0.44
11.80
&82
15.00
3.54
18.20
1.47
8.70
0.48
11.90
12.14
15.10
3.45
48.30
1.43
8.80
0.54
12.00
1&54
15.20
3.36
18.40
1.41
8.90
0.59
12.10
27.64
15.30
3.26
18.50
1.38
9.00
0.65
12.20
33.30
15.40
3.17
18.60
1.36
9.10
0.71
12.30
34.51 <<
15.50
3.07
18.70
1.34
9.20
0.77
12.40
33.95
15.60
2.98
18.80
1.33
9.30
0.84
12.50
31.73
15.70
2.88
18.90
1.32
9.40
0.90
12.60
28.24
15.80
2.79
19.00
1.30
9.50
M98
12.70
24.24
15,90
2.69
1910
1.29
9.60
1.05
12.80
20.22
16.00
2.59
1910
1.28
9.70
1.13
12.90
16.32
16.10
2.50
19.30
1.26
9.80
1.21
13.00
12.69
16.20
2.41
19.40
1.25
9.90
1.29
13.10
9.99
16.30
2.34
19.50
1.24
10.00
1.38
13.20
8.37
16.40
2.27
19.60
1.23
10.10
1.47
13,30
7.27
16.50
2.21
19.70
1.21
10.20
1.57
13.40
6.56
16.60
2.15
19.80
1.20
10.30
1.68
13.50
6.11
16.70
2.10
19.90
1.19
10.40
1.80
13.60
5.78
16.80
2.05
20.00
1.18
10.50
1.93
13.10
5.51
16.90
2.01
20.10
1.16
10,60
2.08
13.80
5.27
17.00
1.97
20.20
1.15
10.70
2.23
13.90
5.05
17.10
1.92
20.30
1.14
10.80
2.39
14.00
4.86
17.20
1.88
20.40
1.13
10.90
2.56
14.10
4.67
17.30
1.84
20.50
1,11
11.00
2,74
14.20
4.49
17.40
1.80
20.60
1.10
11.10
2.94
14.30
4.34
17.50
1.76
20.70
1.09
11.20
3.19
14.40
4.19
17.60
1.71
20.80
1.07
11.30
.3.51
14.50
4.07
17.70
1.67
20.90
1.06
11.40
3.90
14.60
3.95
17.80
1.63
21.00
1.05
11.50
4.35
14.70
3.84
17.90
1.59
21.10
1.04
Continues on next page...

Hydrograph Report Pape 1
Hyd. No. 15
25-YR ROUTED
Hydrograph type =
Storm frequency =
Inflow hyd. No. =
Max. Elevation =
Reservoir
25 yrs
14
14.78 ft
Peak discharge =
Time Interval =
Reservoir name =
Max. Storage =
Engish
14.81 cfs
6 min
Lehigh Pond 2 S
101,671 cuft
Storago tndingon method wed
T*W Vdume = 210,1W tuft
Hydrograph Discharge
Table
Time Inflow
Elevation Clv A
Clv B
Clv C Clv D Wr A
Wr B Wr C
Wr D Outflow
(hrs) cis
ft
ds
cis
cfs cfs cfs
cfs cfs
cis cfs
12.10 27.64
12.77
5.75
0.09
--- - 0.46
-- -
- 0.55
12.20 33.30
13.15
8.75
0.07
- --- 1.74
- -
----- 1.81
12.30 34.51 cc
13.54
11.02
0.08
- ---- 3.51
- --
- 3.59
12.40 33.95
13.91
12.51
0.09
- ----- 5.54
- -----
- 5.63
12.50 31.73
14.22
13.38
0.09
- ----- 7.46
- .....
- 7.55
12.60 28.24
14.47
14.03
0.09
---- s- 9.13
0.00 -----
- 9.22
12.70 24.24
14.64
14.47
0.08
- ----- 10.37
3.04 -
- 13.06
12.80 20.22
14.74
14.71
0.05
- ----- 11.07
6.34 -
- 14.71
12.90 16.32
14.78
cc 14.81
0.01
- - 11.37
7.94 -
- 14.81 «
13.00 12.69
14.78
14.80
0.02
- - 11.35
7.81 ----
- 14.80
13.10 9.99
14.74
14.71
0.05
- - 11.06
6.25 -----
- 14.71
13.20 8.37
14.68
14.56
0.08
-- - 10.62
4.08 -
- 14.02
13.30 7.27
14.62
14.41
0.09
--- ----- 10.17
2.20
12.29
13.40 6.56
14.56
14.27
0.09
----- --- 9.78
1.06 -
- 10.93
13.50 6.11
14.52
14.15
0.09
----- - 9.45
0.28 ---
-- 9.82
13.60 5.78
14.48
14.04
0.09
- ----- 9.16
0.00
9.25
13.70 5.51
14.44
13.94
0.09
- - 8.89
0.00
8.98
13.80 5.27
14.40
13.84
0.09
---- - 8.61
- ----
- 8.70
13.90 5.05
14.36
13.73
0.09
----- - 8.35
- -
_..._ 8.44
14.00 4.86
14.32
13,63
0.09
--- - 8.09
- -----
----- 8.18
14.10 4.67
14.28
13.53
0.09
- - 7.84
- -
- 7493
14.20 4.49
14.24
13.43
0.09
- - 7.59
«-- -----
--- 7.68
14.30 4.34
14.21
13.33
0.09
- - 7.36
- -----
----- 7.45
14.40 4.19
14.17
13.24
0.09
----- - 7.13
- ----
----- 7,22
14.50 4.07
14.14
13.14
0.09
----- ----- 6.91
- ---
- 7.00
14.60 3.95
14.10
13.05
0.09
- - 6.70
- -
--- 6.79
14.70 3.84
14.07
12.96
0.09
-- - 6.50
--- -.
- - 6.59
14.80 3.74
14.04
12.87
0.09
- ---- 6.31
----- -
-.- 6.40
14.90 3.64
14.01
12.79
0.09
--- - 6.12
----- -----
--- 6.21
15.00 3.54
13.98
12.70
0.09
----- - 5.94
---- ----
----. 6.03
15.10 3.45
13.95
12.61
0.09
----- - 5.76
---- ----
- 5.84
15.20 3.36
13.92
12.53
0.09
-x-- 5.58
- ----
----- 5.67
15.30 3.26
13.89
12.45
0.08
- - 5.41
---- --
----- 6.50
15.40 3.17
13.86
12.37
0.08
----- 5.25
- ---
----. 5.34
15.50 3.07
13,84
12.29
0.08
- - 5.10
--- -----
---- 5.18
15.60 2.98
13.81
12.21
0.08
- - 4.95
W-- -
- 5.03
Continues on next page...

L(ak t �7 UI-' FO--"II-L JfL
Table 2-2c.—ltunoff curve numbers for other ngriculturni lands,
Curve number: for
Cover description hydrologic soil group —
Hydrologic
Cover type condition A B C p
Pasture..gras.4iand. or range —continuous
Poor
68
79
86
89
forage for grazing.2
Fair
49
b9
79
84
Good
39
61
74
g0
bleadow—continuous grass, protected from
—
30
58
71
78
grazing and generally mowed for hay.
Brush —brush -weed -grass mixture with brush
Poor
48
OT
T
tti
the major element.'
Fair
36
56
70
e`ee
Good
430
48
W-)
13
Woods—gi ttss combination (or¢liard
Pour
57
73
8:?
86
or tree farm).s
Fair
43
65
78
82
Good
32
fx9
72
79
Waods.6
Poor
45
hill
77
83
Fair
36
117
73
79
Good
430
55
70
77
Farnisteads—buildings, lanes, driveways, — 59 74 3? 81i
and surrounding lots.
lAvenige runuff cendidun. wid 1, = u.M.
IM"O t <51r'r lrnitaal river or luetvily g a vd with ntr inukh.
Fiiit; 60 to M Xmui tl diver uiul not heavily j(nized.
Ouid: > FV; 1;ruund Lover aail lightly or unlr ucca4unally gnized
014nii: <:)Mr gi-ounit oniver.
Fair: i-Wtu 75% griiund cover.
l tnal. >75 ground cover.
',\t[uad ctnti'r nuti:ber is Its,- than all: tin CN = ;tt fur runoff conytttsticiils.
3CIN'• <hu►tn a'et'e tumputed Gir attar ttith i-Arl wnuds :utd StYX i[i:t.%L- tUaatuteh carver. Other c►inihinuthms sif ctmtlititins ntin he Vsuulatt.•d
1111111 the C.'s fur ictitnls auld pasture.
°lino: Fore -St litter. -aindl tive.t, and lst11.11 211 t dr.'U q►'ed lid Itca vy gnizing, fir negut:u• hut-ttittir.
Pith. Wettilit am- grimed but not bunted, and aumtr fus v-t litter coven= III(, suit.
Utant: WtHids at- linstecled fitint gnazing. and litter and Imsh :iskiglt.ttely curer the soil.
(210 V 1= TR-55, Seco: id Ed., June 1986)

f
16.
R
Table 2-2a.—ilunofY curve numbers for urban areasl
Curve nu.rbens for
Cover description hydrologic soil grouli—
Average percent
Cover type and hydrologic Condition impervious area= A B C D
Fully developed iwbait areas tveyetatimt eatablishedi
Open space (lawns, parks, golf courses, cemeteries,
etcX:
Poor condition (grass cover < 50%) ..............
Fair condition (glass cover 50% to 75%)...........
Good condition (grass cover > 75%) ........... _ _ .
Impervious stress;
Paved parking lots, roofs, driveways, etc.
(excluding right-of-way) ........................ .
Streets and roads:
Paved; curbs and storm servers (excluding
right-of-way)................................. .
Paved; open ditches. (including right -or -way) .......
Greve) (including right-of-way) ...................
Dirt (including right-of-way) .....................
Western desert urban areas:
Natural desert landscaping (pervious areas onlyP...
Artificial desert landscaping (impervious weed
barrier, desert shrub with 1- to 2-inch sand
or gravel mulch and basin borders) ...............
Urbnn districts:
Commercial and business ......................... .
Industrial ..................
.......
..........:....
Residential districts by average lot the:
113 acre or less (town houses) ......................
1l4acre ....... ....................................
1/3 acre .... ..
Macre .........................................
1 acre .. ... ...............................
2 acres ..........................................
Developing urbmi areas
Newly graded areas (pervious areas only,
no vegetatiiion)3.................................:.
Idle lands (CN's are determined titing cover tykes
similar to those in table 2 2c).
68
79
86
89
49 '
69
79
84
39
61
74
$0
98
98
98
98
98
98
98
.98
83
89
92
M
76
85
89
91
72
32
87
89
63
77
85
83
96
96
96
96
85
89
91
94
95
72
81
83
91
93
65
it
85
90
92
38
61
71
83
37
110
571
72
81
1ei
25
54
to
s0
85
20
51
Rl
79
$4
12
46
65
err
8't
77 36 91 94
'Avenge runoff cundition. and 1, - D.x.S.
=tile s,ves:tire ]tercent iintterriaua area shown wa., u.-cd Lit develoit the cuinposhc W.A. Other a stcunipo#,L4 are as fijuinv;:: art-ne
atv threctly ctixttntcted to tltr alrtiny;e a�nttnt.'siitlterviatht areas have a CN of WA. iutd pet-9tur-4 nrvnt are tlnr.'iilNrcil twluivsdvnt All 111wil
space in gotul hydrologic cunt iLtun. CH's fur other etaubinatitat s of cttnditit'Me ti:;rt be aunlnited using rigum- 24 tor 24.
3CN'} Atunvit .ire equil aleaL to Lilt" of pasture. C+enitttr+ite CV's ni:.v 17, rite other ctindshiatioiwc or iolven si-ort ruv r type.
'Cunilui-Ale CN's Cur naturd tie test latul,lm,riniz? Alould Lie corttputee] a a;g lil;uon- 2-:1 t1r 24 liurud ciit tht. hopri-iuu..' art:t penrutage LCN
1w %*0 %old the pet-Ouns urea CN. Mee pervious ure;t Mr are nlx-Bunted eyniv;tleat. to der;ett shruh in purer itvth,thtgir v ini itiuii.
acuotluleRO.- CIN's to ive for the derit;.t of L':ntlxrrtn• trn:t wtres rlurist>i t:ts�:es„ tvv' constr-trctNllt-Alould lie vtantlntlr+; auilir figu 2.1 ur 11.
h.taed eu the tiegm—e or tievelnprnenl limperrurut; aral 13,:rretlutgel witi tilt Cd`� fin• the ne►slc gr:sled perl9Ptie. atY.ts
(210-V ►= I`ii-5a, Seton 1 Ell.. Jane 1986)
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Adam Grady
From:
David Scibetta <[e-mail]>
sent:
Friday, July 08, 2016 4:08 PM
To:
Tom Smith,'Steve Shuttleworth'
cc
Adam Grady
Subject:
FW: (EXTERNAL) Lehigh Road site plan
Attachments:
NWP14_3-23.pdf
Gentlemen,
Please see the attached statement from John Policarpo at the Corps.
Regards,
David Scibetta
—Original Message--
Fror'!S: Policarpo, John N SAW [mailto:[e-mail]]
Sent: Friday, July 8, 2016 3:58 PM
To: David Scibetta
Subject: RE: [EXTERNAL] Lehigh Road site plan
David,
Based on the two sheets of plans, titled "Street and Utilities Plans & Profiles, Roundtree Ridge, Located in New Hanover
County N.C.", Sheet Nos. 2 & 3 of 7, dated June 22, 2016, the proposed project includes the discharge of fill material
within jurisdictional waters of the U.S. Proposed permanent project impacts will occur to 163 linear feet (980 square
feet) of Relatively Permanent Waters for two separate road crossings. In accordance with Nationwide Permit 14, the
proposed project as shown on the referenced plans may proceed without notification to the Department of the Army,
Corps of Engineers.
Please find attached a copy of the General and Special Conditions for the Nationwide Permit 14. These conditions must
be complied with to qualify for the referenced permit. Please retain a copy of this email for you records.
If you have any further questions, please do not hesitate to contact me.
Thanks
John
John N Policarpo
US Army Corps of Engineers
Wilmington District
910-251-4487

Channel Report
Project Name: New Project
Culvert Studio v 1.0.0.12
06-15-2016
Channel 1
TRAPEZOIDAL
DISCHARGE
Bottom 1illidth
= 3.00 (ft)
Method
= Known Q
Side Slope Left, z:1
= 5.00
Known 0
= 10.00 efs
Side Slope Right, z.i
= 5.00
Total Depth
= 8.00 (ft)
Invert Elevation
= 7.00 (ft)
Channel Slope
= 0.002 (ft/ft)
Manning's n
= 0.045
CALCULATION SAMPLE
Novi
Depth
Area
Velocity
WP
n-value
Top Width
Crlt Depth
HGL
EGL
ON
(ft)
(sqft)
(ft1s)
(ft)
(ft)
00
(ft)
00
10.00
1.08
9.07
1.10
14.01
0.045
13.80
0.53
8.08
8.10
tXarpq
- Section
DePhUs)
11.00 -
�
�
..+�+ km
i
14.00
t
N__
llf
i000_T _
_
A
--
�., .. . ._..
i
_-. t.-,- ,.� - - .
,. 3.m
t
l
0 10
20
30 40
SW 60
70 1O N
10i t10
twRYM
gm)
Hanover CuS gn Sr3ry GeS
1123 Floral Rkvey.
WilmingtGn, NC 28403

Channel Report
Culvert Studio v 1.0.0.12
Project Name: New Project
06-15-2016
Channel 'I
TRAPEZOIDAL
DISCHARGE
Bottom Width
= 3.00 (ft)
Method = Known 0
Side Slope Left, z:1
= 5.00
Known 0 _ 10.00 cfs
Side Slope Right, z:1
= 5.00
Total Depth
= 8.00 (ft)
Invert Elevation
= 7.00 (ft)
Channel Slope
= 0.002 (ft/ft)
Manning's n
= 0.020
CALCULATION SAMPLE
Row
Depth
Area
Velocity
WP
n value
Top Width
Crit Depth
HGL
EGL
(Cfs)
(ft)
(sgft)
(+us)
(ft)
(l
(ft)
(ft)
(ft)
10.00
0.75
5.06
1.98
10.65
0.020
10.50
0.53
7.75
7.81
Dorm
- Section
t>a�pq
law
9.m
._.
5Aa
E
� i
3
tam
r
6.01
S
-}
r
i
F
ism
e to
ZO
M 40 5Q
60
70 0 90 iG1f 110
xM
hanova
1123 Floral Pkwy.
NC 28403

Channel Report
Culvert Studio v 1.00.12
Project Name: New Project
0$-15-2016
Channel l
TRAPEZOIDAL
DISCHARGE
Bottom Width
= 3.00 (ft)
Method
= Known Q
Side Slope Left, z:1
= 5.00
Known 0
=12.00 cfs
Side Slope Right, z:1
= 5.00
Total Depth
= 8.00 (ft)
Invert Elevation
= 7.00 (ft)
Channel Slope
= 0.002 (fttft)
Manning's n
= 0.020
CALCULATION SAMPLE
Flow
Depth
Area
Velocity
WP
n-value
Top Width
Crit Depth
HGL
EGL
(cfs)
(ft)
(sgft)
(ft/8)
(ft)
(ft)
(ft)
(ft)
(ft)
12.00
0,81
5.71
2.10
11.26
0.020
11.10
0.58
7.81
7,88
tdev Gig
- Section
0"M
9.00
700
5-M
! F
8.00
S 0a
j
0 10
20
30 40 so W
70 67 W
100 110
wwnawr...
xM
ViiAieO'r�i

Channel Report
Culvert Studio v LO.0.12
TRAPEZOIDAL
Bottom Width
= 3.00 (ft)
Side Slope Lett, z:1
= 5.00
Side Slope Right, z:1
= 5.00
Total Depth
= 8.00 (ft)
Invert Elevation
= 7.00 (ft)
Channel Slope
= 0.002 (fttft)
Manning's n
= 0.045
DISCHARGE
Method
Knovim Q
Project Nam1~ New Project
Channel';
= Known 0
=12.00 cfs
CALCULATION SAMPLE I
Flw.v Depth Area Velocity WP n-value Top Width Crit Depth HGL EGL
{cfs} (ft} {sgft} (fds} Oft} (ft) 00 (ft} (ft)
12.00 1.18 10.50 1.14 15.03 0.045 14.80 0.58 8.18 8.20
emm
14.00
12.00 --
10.00 -
000
0 10
toawiwep�
20 20 40 50 60 70 s4 go
X t10
p4
9.00
7.00
5.m
200
1A0
-1.00
10A 110

Culvert 1 Design
25-YEAR
Fri Jul 08 17:31:32 201f
Design Parameters
Section
Shape:
Material:
Diameter:
Manning's n:
Number of Barrels:
Inlat
Inlet Type:
Ke:
Inverts
Inlet Invert Elevation:
Outlet Invert Elevation:
Length:
Slope:
Culvert Calculation
Discharge:
Headwater Elevation:
Tailwater Elevation:
Downstream Velocity:
Downstream Flow Depth:
Flow Control Type:
Circular
Concrete
24.00 in
0.0130
1
Groove End Projecting
0.20
8.300
&t
8.200
ft
93.000
ft
0.11
%
10.00
cfs
9.702
ft
0.000
ft
5.45
ftls
1.132
ft
Outlet
Control
Page 1 of 1

Culvert 1 Design
25-YEAR
Fri Jul 08 17:31:32 2011
Design Parameters
Section
Shape:
Material:
Diameter:
Manning's n:
Number of Barrels:
Inlet
Inlet Type:
Ke:
Inverts
Inlet Invert Elevation:
Outlet Invert Elevation:
Length:
Slope:
Culvert Calculation
Discharge:
Headwater Elevation:
Tailwater Elevation:
Downstream Velocity:
Downstream Flow Depth:
Flow Control Type:
Circular
Concrete
24.00 in
0.0130
1
Groove End Projecting
0.20
8.300
ft
8.200
ft
93.000
ft
0.11
%
10.00
cfs
9.939
ft
0.000
ft
5.45
ft/s
1.132
ft
Inlet
Control., Unsubmerged
Page I of ,

Culvert Design e--j ,0 yI�r
Fri Jul 08 07:32:06 2016
Design Parameters
Section
Shape:
Material:
Diameter:
Manning's n:
Number of Barrels:
Inlet
Inlet Type:
Ke:
Inverts
Inlet Invert Elevation:
Outlet Invert Elevation:
Length:
Slope:
Culvert Calculation
Discharge:
Headwater Elevation:
Tailwater Elevation:
Downstream Velocity:
Downstream Flow Depth:
Flow Control Type:
Circular
Concrete
24.00 in
0.0130
1
Groove End Projecting
0.20
8.300
ft
8.200
ft
93.000
ft
0.11
12.00
cfs
9.977
ft
0.000
ft
5.84
ft/s
1.245
ft
Outlet
Control
Pane 1 of .i.

Culvert Design 61 ffio Xaip
Fri. Jul 08 07:32:40 2016
Design Parameters
Section
Shape:
Material:
Diameter:
Manning's n:
Number of Barrels:
Inlet
Inlet Type:
Ke:
Inverts
Inlet Invert Elevation:
Outlet Invert Elevation:
Length:
Slope:
Culvert Calculation
Discharge:
Headwater Elevation:
Tailwater Elevation:
Downstream Velocity:
Downstream Flow Depth:
Flow Control Type:
Circular
Concrete
24.00 in
0.0130
1
Groove End Projecting
0.20
8.300
ft
8.200
ft
93.000
ft
0.11
%
12.00
cfs
10.139
ft
0.000
ft
5.84
ft/s
1.245
ft
Inlet
Control, Unsubmerged
Pace 1 of 1

Culvert Report
Culvert Studio v 1.0.0.12
Project Name: Now Project
06-15.2016
Culvert,
CULVERT
EMBANKMENT
Shape
= Circular
Top Width
= 3SX-0 ft
Inlet Edge
= Projecting
Top Elevation
=15.50 ft
Material
= Concrete
Crest Length
=100.00 ft
Manning's n
= 0.012
Rise
= 24 in
DISCHARGE
Span
= 24 in
Method
= Qmin to Qmax
Invert Elev. Down
=10.40 ft
Q Min
=10.00 cis
Length
= 70.0 ft
Q Max
=12.00 cis
Slope
= 0.001 ft/ft
Q Increment
=1.00 cis
Invert Elev. Up
=10.50 ft
No. Barrels
=1
TAOI.WATER
Plan Skew Angle
= 0 degrees
Ta lwater Elevation = Normal Depth
CALCULA71ON SAMPLE
Discharge
Velocity
Depth
Hydraulic Grade Line
Total
Culvert
Over Top
Down
Up
Down
Up
Down
Up
Hw
(cfs)
(cfs)
(aft)
(ft/8)
ON
(in)
(in)
(ft)
(it)
(ft)
10.00
10.00
0.00
3.18
3.18
2.W
2.00
12.40
12.50
12.58
cZ
8 "M
a - Profile
H WDMMM
sba
q " ..«v
i- 3
170
3
WTI
1600
14.0wo
---
„�i - ISO
—
1209 •-A-�
_
- � 1.50
lawOJO
_ o�
-to -5 9
5 10
15 20 25 29 35 is 5S is so
65 'a i5 9a
R=b M
Hanover Ossign Service;,
I! r+e gz
Wa>?itiCFF.t F^4 ,-K'rsus�,

Culvert Report
Culvert Studio v 10,0.22
C2
Project Name. New Project
07-22-2016
Culvert
CULVERT
EMBANKMENT
Shape
= Circular
Top Width
= 38.00 ft
Inlet Edge
= Projecting
Top Elevation
=15.50 fit
Material
= Concrete
Crest Length
=100.00 ft
Manning's n
m 0.012
Rise
= 24 in
DISCHARGE
Span
= 24 in
Method
= Qmin to Qmax
Invert Elev. Down
=10.40 ft
Q Min
=12.00 cfs
Length
= 70.0 ft
Q Max
=15.00 cfs
Slope
= 0.001 ft/ft
Q Increment
= 1.00 cfs
Invert Elev. Up
=10.50 ft
No. Barrels
=1
TAILWATER
Plan Stew Angle
= 0 degrees
Tailwater Elevation
= Normal Depth
CALCULATION SAMPLE
Discharge
vewty
Depth
Hydraulic Grade Line
Total
Culvert
Over Top
Down
Up
Down
Up
Down
Up
Hw
(off)
(cls)
(aft)
(fug)
(PJa)
(in)
(in)
(ft)
(ft)
(ft)
12.00
12.00
0.00
1 3.82
3.82
2.00
2.00
12.40
12.57
12.68
EM" M
C2 - i v'Tia
Mw tte0pW
1e.00
am
I
_-T ,_. _ . ,.
,
eso
6
1500
F
4.50
14M
3.50
13.170-
tat;i; eat 2.60
12OG
1.50
}
11M
0.50
law
T 4M
-10 .5 0
5 10 15
z 30 39 40 45 50 55 50 60 70 75 a
,y
Rath M

! 62 ! ss 1 21 I 20 ! 1
7s ! .
tLAMM ESTATESSECTIM 43
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I
1
Area = 3.5 acres C = 0.4 0 50 300 HANOVER DESIGN SERVICES, P.A.
1(25)=7.1 1(100) = 8.5 - _. LANO SURVEYORS. ENGINEERS & LAND PLANNERS .-'"47N
1123 FLORAL PARKWAY
Q(25)=10 cfs Q(100) =12 cfs y+ILMR4GTON HC 26403
P►!OW.- (910) 3a34=
LICENSE 4 C-0597
XISTING J/D DRAINAGE AREA ►�
ROUNDTREE RIDGE
OCATEC IN NEW HANOVER COUNTY, NORTH CARD DNA

North Carolina Department of Environmental Quality
Request for Express Permit Review
For DEQ Use ONLY k
oe
Reviewer:
Submit: 7�
Time:yh
Confirm:
FILL-IN all the information below and CHECK the Permit(s) you are requesting for express review. Call and Email the completed form to the
Permit Coordinator along with a completed DETAILED narrative, site plan (PDF file) and vicinity map (same items expected in the application
package of the project location. Please include This form in the application package.
• Asheville Region Alison Davidson 828-2964698;aiison.davidson(a)-ncdenrpov
• Fayetteville or Raleigh Region -David Lee 919-7914203; david.lee(rDi►cdenr goy
• Mooresville or Winston Salem -Marcia Allocco 704-235-2107; marcia.aHocco0ncdenr.pov
• Washington Region -Lyn Hardison 252-948-3842 or lyn,hardison(ftcdenr.gov
• Wilmington Region -Cameron Weaver 910-796-7303 or cameron.weaverftcdenr_._gov
NOTE; Project application received after 12 noon will be stamped in the following work day.
Provided Existing Permits
rebied to this Proiect
SiN
J10
VVI
NPDES _
NPLN S _
Wo
Project Name: ROUNDTREE RIDGE County: NEW HANOVER V" Q,_.�
Applicant: TOM SMITH Company: TRS HOLDINGS LLC E&S
Address: 420 BEASLEY RD City: WILMINGTON , State: NC Zip: 28409-_ E&S____
Phone: [phone], Fax: _ Email: [e-mail] Other —
Physical Location:0.43 MILES EAST OF THE INTERSECTION OF US 421 AND LEHIGH RD
Project Drains into LORDS CREEK waters - Water classification QSW (DWR Surface Water Classifications Maw)
Project Located in CAPE FEAR River Basin. Is project draining to class ORW waters? Nwithin'/z mile and draining to class SA waters /N or within 1 mile
and draining to class HQW waters? N
Engineer/Consultant: ADAM H. GRADY, PE Company: HANOVER DESIGN SERVICES
Address: 1123 FL.ORAI PARKWAY City: WILMINGTON, State: NC Zip: 28403-_
Phone: [phone], Fax: [phone], Email: [e-mail]
PLEASE PROVIDE ESTIMATED INVESTMENT AND EXPECTED EMPLOYMENT, IF AVAILABLE IM JUN 16 2016
$ # JOBS
SECTION ONE: REQUESTING A SCOPING MEETING ONLY
❑ Scoping Meeting ONLY ❑ DWR, ❑ DCM, ❑ DEMLR, ❑ OTHER:
SECTION TWO: CHECK ONLY THE ONLY THE PROGRAM (SS) YOU ARE REQUESTING FOR EXPRESS PERMITTING
j=] 401 Unit ❑ Stream Origin Determination: _ # of stream calls - Please attach TOPO map marking the areas in questions
❑ IntermittentlPerennial Determination: _ # of stream calls - Please attach TOPO map marking the areas in questions
❑ 401 Water Quality Certification [J Isolated Wetland (_linear ft or _acres)
❑ Riparian Buffer Authorization ❑ Minor Variance ❑ Major General Variance
® State Stormwater ❑ General ❑ SFR, ❑ SFR < 1 ac. ❑ Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility ❑ Other
❑ Low Density ❑ Low Density -Curb & Gutter _ # Curb Outlet Swales ❑ Off -site [SW (Provide permit #)]
Z High Density -Detention Pond 2 # Treatment Systems ❑ High Density -Infiltration _ #Treatment Systems
ElHigh Density -Bio-Retention _ # Treatment Systems ElHigh Density -SW Wetlands _ # Treatment Systems
❑ High Density -Other _ # Treatment Systems / ❑ MOD: ❑ Major ❑ Minor ElPlan Revision ❑ Redev. Exclusion SW (Provide perrit #)
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
F.] Land Quality ❑ Erosion and Sedimentation Control Plan with acres to be disturbed. (CK # & Amt. (for DEQ use))
SECTION THREE - PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both scoping and express meeting request)
express meeting r�uest)
Wetlands on Site Z Yes ❑ No
Wetlands Delineation has been completed: ® Yes ❑ No
US ACOE Approval of Delineation completed: [K Yes ❑ No
Received from US ACOE ❑ Yes ® No
or DEQ use
Fee Split for multiple permits: (Check#
Buffer Impacts: ® No ❑ YES: _acre(s)
Isolated wetland on Property M Yes ❑ No
404 Application in Process wl US ACOE: ❑ Yes ❑ No Permit
Total Fee Amount $
SUBMITTAL DATES
Fee
SUBMITTAL DATES
Fee
CAMA
$
Variance (❑ Maj; ❑ Min)
$
SW (❑ HD, ❑ LD, ❑ Gen)
$
401:
$
LQS
$
Stream Deter,_
$
NCDEQ EXPRESS March 2016

Round Tree Ridge
For
TRS HOLDINGS, LLC
June 16, 2016
PROJECT DESCRIPTION:
The following is a preliminary project narrative for the request for express permit review.
The purpose of this project is to construct a single family residential development
consisting of 55 lots. The project will drain into 2 proposed onsite water
retention/detention ponds by way of curb inlets and storm sewer. The lots will be graded
to where runoff will flow towards the streets and collected into the storm drain system.
There are two Jurisdictional Ditches on site along with an isolated wetland in the NW
corner. The wetland in the NW has been delineated and will not be disturbed. There will
be 1 possibly 2 crossings of the Jurisdictional Ditch. These crossings are currently being
evaluated to see if a permit will be needed. Please see the attached preliminary plan for
reference.
PROJECT LOCATION:
The project area is located approximately 0.43 miles west of the US 421 (Carolina Beach
Rd) and Lehigh Rd intersection in New Hanover County. The site is bordered to the north
and west by existing residential development on McQuillan Dr. The project will tie into
existing Lehigh Rd to the east.
The developable site is rolling to flat topography. A preliminary investigation of the soils
using a web soil survey indicates the soils in the project area are primarily Kr (Kureb
Sand) with some locations of Pm (Pamlico Muck).

1
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s 012
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For DEQ Use ONLY r,,
Reviewer:
North Carolina Department of Environmental Quality
Request for Express Permit Review
Time: ip
Confirm: --
FILL-IN all the information below and CHECK the Permits you are requesting for express review. Call and Email the c6m leted form to the
()Y 4 9 P P
Permit Coordinator along with a completed DETAILED narrative, site plan (PDF rile) and vicinity map (same items, in the application
acka a of the project location. Please include this form in the application package.
• Asheville Region Alison Davidson 828-2964698;alison.dav_id 4ga 5gncdenr vv
• Fayetteville or Raleigh Region -David Lee 919-7914203, davio.lee(dpcdenr,.gnv
• Mooresville or Winston Salem -Marcia Allocco 704-235-2107; marciarailocco ncdenr.gpy
• Washington Region -Lyn Hardison 252-948-3842 or t tn,4?C qr,@r►cdej?L. ov
• Wilmington Region -Cameron Weaver910-796-7303 orcameron.weaverAvicdenrc,Lov
NOTE: Project application received after 12 noon will be stamped in the following work day.
Project Name: ROUNDTREE RIDGE County: NEW HANOVER
Applicant: TOM SMITH Company: TRS HOLDINGS LLC
Address: 420 BEASLEY RD City: WILMINGTON , State: NC Zip: 28409-_
Phone: [phone], Fax: _ = Email: tommismith(ftooniine.net
Physical Location:0.43 MILES EAST OF THE INTERSECTION OF US 421 AND LEHIGH RD
related to Otis Pr 'e�.t_
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Project Drains into LORDS CREEK waters - Water classification QSW (DWR Surface Water Classifications Map)
Project Located in CAPE FEAR River Basin. Is project draining to class ORW waters? N, within % mile and draining to class SA waters /N or within 1 mile
and draining to class HQW waters? N
Engineer/Consultant: ADAM H. GRADY, PE Company: HANOVER DESIGN SERVICES *71, j
Address: 1123 FLORAL PARKWAY City: WILMINGTON, State: NC Zip: 28403-_ /fir �t���
Phone: [phone], Fax: [phone], Email: [e-mail]
PLEASE PROVIDE ESTIMATED INVESTMENT AND EXPECTED EMPLOYMENT, IF AVAILABLE 71L9►W �����
$ # JOBS
SECTION ONE: REQUESTING A SCOPING MEETING ONLY
® Scoping Meeting ONLY ❑ DWR, ❑ DCM, ❑ DEMLR, ❑ OTHER:
SECTION TWO: CHECK ONLY THE PROGRAM (S) YOU ARE REQUESTING FOR EXPRESS PERMITTING
❑ 401 Unit ❑ Stream Origin Determination: — # of stream calls - Please attach TOPO map marking the areas in questions
❑ IntermittentlPerennial Determination: —# of stream calls - Please attach TOPO map marking the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Wetland (_linear ft or _acres)
❑ Riparian Buffer Authorization ❑ Minor Variance ❑ Major General Variance
® State Stormwater ❑ General ❑ SFR, ❑ SFR < 1 ac. ❑ Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility ❑ Other
❑ Low Density ❑ Low Density -Curb & Gutter _ # Curb Outlet Swales ❑ Off -site [SW (Provide permit #)]
Z High Density -Detention Pond 2 # Treatment Systems ❑ High Density -Infiltration — #Treatment Systems
ElHigh Density -Bio-Retention — # Treatment Systems ❑ High Density -SW Wetlands # Treatment Systems
El High Density -Other _# Treatment Systems/Li:r ! i F i 1:.; ... (Pro�`Ie permit #j
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
❑ Land Quality ❑ Erosion and Sedimentation Control Plan with acres to be disturbed. (CK # & Amt. (for DEQ use))
SECTION THREE - PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both scoping and express meeting request
Wetlands on Site ❑ Yes ® No Buffer Impacts: ® No ❑ YES: _acre(s)
Wetlands Delineation has been completed: ❑ Yes ® No Isolated wetland on Property ® Yes ❑ No
US ACOE Approval of Delineation completed: ❑ Yes ® No 404 Application in Process w/ US ACOE: ❑ Yes ® No Permit
Received from US ACOE ❑ Yes ® No
:'or DFQ e.;ay
Fee Split for multi le permmmyft Check# Total Fee Amount
SUBMITTAL DATES
Fee
SUBMITTAL DATES
Fee
CAMA
$
Variance (❑ Maj; ❑ Min)
1
$
SW (❑ HD, ❑ LD, ❑ Gen)
$
401:
$
LQS
1
$
Stream Deter,_
$
NCDEQ EXPRESS March 2016

Round Tree Ridge
For
TRS HOLDINGS, LLC
May 10, 2016
PROJECT DESCRIPTION:
The following is a preliminary project narrative for the request for express permit review.
The purpose of this project is to construct a single family residential development
consisting of 57 lots. The project will drain into 2 proposed onsite water
retention/detention ponds. Please see the attached preliminary plan for reference.
PROJECT LOCATION:
The project area is located approximately 0.43 miles west of the US 421 (Carolina Beach
Rd) and Lehigh Rd intersection in New Hanover County. The site is bordered to the north
and west by existing residential development on Mcquillan Dr. The project will tie into
existing Lehigh Rd to the east.
The developable site is rolling to flat topography. A preliminary investigation of the soils
using a web soil survey indicates the soils in the project area are primarily Kr (Kureb
Sand) with some locations of Pm (Pamlico Muck). Due to the topography and the amount
of proposed impervious areas; proposed storm sewer, along with curb inlets and drop
inlets, will be the primary means of stormwater transport to the proposed on -site drainage
pond/basins.

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