SW7091023_CURRENT PERMIT_20100324

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW 7�0�►
DOC TYPE
CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE��U/�
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North Carolina Department of Environment and
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
March 24. 2010
Rawls & Associates Development Company, LLC
Attn: Mr. Jeryl S. Rawls
PO Box 220
Washington, NC 27889
Dear Mr. Rawls
Natural Resources
Dee Freeman
Subject: Stormwater Permit No. SW7091023
Cherry Run Shopping Center
High Density Stormwater Project
Beaufort County
The Washington Regional Office received a completed stormwater permit
application for the subject project on February 18, 2010. 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 21-1.1000. We are
forwarding Permit No. SW7091023 dated March 24, 2010 for the subject project.
This permit replaces all previous stormwater permits for this project, and shall be
effective from the date of issuance until March 24, 2020, and shall be subject to
the conditions and limitations as specified therein. Please pay special attention
to the Operation and Maintenance requirements in this permit and in the
submitted application. Failure to establish an adequate system for operation and
maintenance of the stormwater management system 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 upon written
request within thirty (30) days following receipt of this permit. This request must
be in the form of a written petition, conforming to Chapter 150E of the North
Carolina General Statutes, and filed with the Office of Administrative Hearings,
P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands are made
this permit shall be final and binding.
North Carol in a Division of Water Quality Internet: wwwmcwmergualityorg
943 Washington Square Mall Phone: [phone]
Washington, NC 27889 PAX 252-946-9215
An Equal OpportunitylAf mnative Action Employer— 50% Recycled110% Post Consumer Paper
NorthCarolina.
Naturally

Page 2 of 9
Rawls & Associates
March 24, 2010
Page Two
If you have any questions, or need additional information concerning this matter,
please contact either Bill Moore, or me at [phone].
Sincerely,
AI HodgUee��)4--
Regional Supervisor
Surface Water Protection Section
cc: Beaufort County Planning/Inspections
Washington Regional Office
Central Files

Page 3 of 9
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with,the provisions of Article 21 of Chapter 143, General Statutes
of North Carolina as amended, and other applicable Laws, Rules, and
Regulations
PERMISSION IS HEREBY GRANTED TO
Rawls & Associates Development Company, LLC
Mr. Jery/ S. Rawls
Beaufort County
FOR THE
construction, operation and maintenance of a wet detention basin in compliance
with the provisions of 15A NCAC 2H .1000 (hereafter referred to as the
"stormwater rules') and the approved stormwater management plans and
specifications and other supporting data as attached and on file with and
approved by the Division of Water Quality and considered a part of this permit for
the Cherry Run Shopping Center located off US264 in Washington, NC.
This permit replaces all previous stormwater permits for this project, and shall be
effective from the date of issuance until March 24, 2020 and shall be subject to
the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of
stormwater described in the application and other supporting data.
. I
This stormwater system has been approved for the management of ,
stormwater runoff as described in Section 1.6 on page 4 of this permit. The
stormwater controls have been designed to handle the runoff from 8.31
acres of impervious area.
All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the
project will be recorded showing all such required easements, in
accordance with the approved plans and permit.

Page 4 of 9
4. The tract will be limited to the amount of built -upon area indicated on page
4 of this permit, and per approved plans.
5. The runoff from all built -upon area within the permitted drainage areas of
this project must be directed into the permitted stormwater control system.
6. The following design criteria have been provided for the infiltration basins
and must be maintained at design condition:
a. Total Site Area:
11.02 acres
b. Total Impervious Surfaces:
8.31 acres
C. Design Storm:
1.0 - inch
d. Basin Depth:
3.0 ft
e. TSS removal efficiency:
85 %
f. Permanent Pool Surface Area Required:
30,666 sf
g. Permanent Pool Surface Area Provided:
36,604 sf
h. Storage Volume Required:
18,000 cf
i. Storage Volume Provided:
21,954 cf
j. Permanent Pool Elevation, FMSL:
8.18 ft
k. Small Diameter Controlling Orifice:
2.75-inch
I. Receiving Stream/River Basin:
UT -Cherry Run
M. Classification of Water Body:
Csw-NSW
II. SCHEDULE OF COMPLIANCE
1. 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.
2. During construction, erosion shall be kept to a minimum and any eroded
areas of the system will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at
optimum efficiency. The approved Operation and Maintenance Plans
must be followed in its entirety and maintenance must occur at the
scheduled intervals including, but not limited to:

Page 5 of 9
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of bypass structure, filter media,
flow spreader, catch basins, piping and vegetated filter.
g. A clear access path to the bypass structure must be available at all
times.:
4. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ. The records will indicate the
date, activity,: name of person performing the work and what actions were
taken.
5. The facilities 'shall be constructed as shown on the approved plans. This
permit shall become voidable unless the facilities are constructed in'
accordance with the conditions of this permit, the approved plans and
specifications, and other supporting data.
6. Upon completion of construction, prior to issuance of a Certificate of,
Occupancy, and prior to operation of this permitted facility, a certification
must be received from an appropriate designer for the system installed
certifying that the permitted facility has been installed in accordance with
this permit, the approved plans and specifications, and other supporting
documentation. Any deviations from the approved plans and
specifications'must be noted on the Certification. A modification maybe
required for those deviations.
7. If the stormwater system was used as an Erosion Control device, it must
be restored to design condition prior to operation as a stormwater
treatment device, and prior to occupancy of the facility.
Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
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. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or
to the drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the
project area. The project area is defined as all property owned by
the permittee, for which Sedimentation and Erosion Control Plan
approval or a CAMA Major permit was sought.
f. Filling in; altering, or piping of any vegetative conveyance shown on
the approved plan.

Page 6 of 9
10. The permittee shall submit final site layout and grading plans for any
permitted future areas shown on the approved plans, prior to construction.
11. A copy of the approved plans and specifications shall be maintained on
file by the Permittee at all times.
12. The Director may notify the permittee when the permitted site does not
meet one or more of the minimum requirements of the permit. Within the
time frame specified in the notice, the permittee shall submit a written time
schedule to the Director for modifying the site to meet minimum
requirements. The permittee shall provide copies of revised plans and
certification in writing to the Director that the changes have been made.
13. This permit shall be effective from the date of issuance until March 24,
2020. Application for permit renewal shall be submitted 180 days prior to
the expiration date of this permit and must be accompanied by the
processing fee.
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the
Director. In the event of a change of ownership, or a name change, the
permittee must submit a formal permit transfer request to the Division of
Water Quality, accompanied by a completed name/ownership change
form, documentation from the parties involved, and other supporting
materials as may be appropriate. The approval of this request will be
considered on its merits and may or may not be approved. The permittee
is responsible for compliance with all permit conditions until such time as
the Division approves the transfer request.
2. Failure to abide by the conditions and limitations contained in this permit
may subject the Permittee to enforcement action by the Division of Water
Quality, in accordance with North Carolina General Statute 143-215.6A to
143-215.6C.
3. 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.
4. In the event that the facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate
corrective action, including those as may be required by this Division, such
as the construction of additional or replacement stormwater management
systems.
5. The permittee grants DENR Staff permission to enter the property during
normal business hours for the purpose of inspecting all components of the
permitted stormwater management facility.
6. The permit may be modified, revoked and reissued or terminated for
cause. The filing of a request for a permit modification, revocation and
reissuance or termination does not stay any permit condition.

Page 7 of 9
7. Unless specified elsewhere, permanent seeding requirements for the
stormwater control must follow the guidelines established in the North
Carolina Erosion and Sediment Control Planning and Design Manual.
8. Approved plans 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 for
the life of the project.
9. The permittee shall notify the Division of any name, ownership or mailing
address changes within 30 days.
Permit issued this the 24 th day of March, 2010.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for
Coleen H. Sullins, Uirector
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW7091023

Page 8 of 9
Stormwater Permit No. SW7091023
Cherry Run Shopping Center
Wet Detention Pond System
Beaufort County
Designer's Certification
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)
.r., • . . .
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.
Note: The checklist on the following page must be included with this
Certification. Any changes or deviations from the approved plans and
specifications must be explained in detail, and may.require a permit modification.
The certification forms should be submitted to the Division of Water Quality at the
appropriate Regional office.
SEAL
Signature
Registration Number
Date

Page 9 of 9
Com lete this checklist for each system and include with
Certification:
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.
1
5. The bypass structure elevations are per the approved plan.
6. The bypass structure is located per the approved plans.
7. A 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. All required design depths are provided.
13. All required parts of the system are provided.
14. The required system dimensions are provided per the approved
plans.

Permit Number. 5LJ-74w"7/D 2-3
(to be provided by DWQ)
Drainage Area Number:
Wet Detention Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired',or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
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): FEB 15 2010
❑ does © does not incorporate a vegetated filter at the outlet.
This system (check one):
❑ does [K] 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 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 aftei 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
Areas of bare soil and/or
Regrade the soil if necessary to
detention basin
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Vegetation is too short or too
Maintain vegetation at a height of
lon
a roximatel six inches.
Form SW401-Wet Detention Basin O&M-Rev.4 Page 1 of 4

._ .171

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How I will remediate theproblem:
The inlet device: pipe or
The pipe is clogged.
Unclog the pipe. Dispose of the
Swale
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged.
Erosion is occurring in the
Regrade the Swale if necessary to
swale.
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design depth for
possible. Remove the sediment and
sediment storage.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The vegetated shelf
Best professional practices
Prune according to best professional
i
show that pruning is needed
practices
i
to maintain optimal plant
health.
Plants are dead, diseased or
Determine the source of the
dying.
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.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than s ra in .
The main treatment area
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the,problem if
original design sediment
possible. Remove the sediment and
storage depth.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over
Consult a professional to remove
50% of the area.
and control the algal growth.
Cattails, phragmites or other
Remove the plants by wiping them
invasive plants cover 50% of
with pesticide (do not spray).
the basin surface.
I
I
Form SW401-Wet Detention Basin O&M-Rev.4 Page 2 of 4

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element: i
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.
I
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 feet in the main pond, the
sediment shall be removed.
When the permanent pool depth reads �L feet in the forebay, the sediment
shall be removed
Sediment Removal
Bottom
FOREBAY
BASIN DIAGRAM
ill in the blanks)
Permanent Pool Elevation 8,i9
e manen Pool
volume Sediment Removal Elevation S. yy Volume
----------------------------
ftMin. - - ----
Sediment Bottom Elevation -18 1-ft r
Storage Sedimer
Storage
MAIN POND
Form SW401-Wet Detention Basin O&M-Rev.4 Page 3 of 4

Permit Number:
(to be provided by DWQ)
I acknowledge and'agree by my signature below that I am responsible for the
performance of thel 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: CY1F1 r��Pur) G hoe(lno Cet1ifr
BMP drainage area number:
Print name: JE'r,y.l S. �GIvJlS
Title: MGin((.ler
Address: 'PO Wk 0_,)- Q , Ni C1Shly)! it t-) , NC ')7b89
J
Phone: Asa • a14G, - cI �t 1 d
Date: U a - 11. lb
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, N,.I 5a e ci W � e>foci t LIO a Notary Public for the State of
N o dh C' C O U nu , County of > do hereby certify that
Je041 S (2C„W1S personally appeared before me this _
day of w *1 D , and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal, I
SEAL
My commission expires
IC pi IA
Form SW401-Wet Detention Basin O&M-Rev.4 Page 4 of 4

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Cherry Run Shopping Center - Washington, NC
Located adjacent to US 264 across from DOT
1) SW Certification issued 07/18/89 for multi -phase commercial shopping center;
WP system to handle entire 11.02-acre site with 8314-acres of BUA (75 % imp).
Basin Depth - 3.0 ft - Hood says 3.2 : 8.6 - 6.0 = 2.6 ft depth - Check ?
Req. SA - 064 x 1,1 x 43560 = 30,666 sf
Prov SA - 36,604 sf based on Hood's numbers -what elevation? P P z /e v . 16' 1 B
Req. Vol - 18,000 (based on orig. cals.)
Req Vol - x .0833 x 11 ac x 43560 = 28,949 cf) based on Rv Formula
Prov Vol - i �I . f,
avzc!% e%tu b'•78
Perm Pool elevation -S 641-(eheek)
1 8-ts
1-inch stor elev - should be 8 94t (eheck)
8.78
emer. spillway elev - should-bu98-ft (check)
t 9,(,/
2) proposed inlet close to outlet ? proposed "freebay"?
3) owner changed - current owner has no permit - NOV ?
4) significant maintenance issues - NOV ?
5) buffer issuesNested rights ?
6) other issues

7. 7,
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By
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By, 1009resi,u m
5
NORTH CAROLINA
BEAUFORT COUNTY
FEB 1 5', 2010
THIS DEED, made and given this '�l day of September, 1994, by
Cherry Run Associates, a general partnership which has, as'its only
general partners Clarence A. Rawls, III, and Jeryl S. Rawls, and
which is hereinafter referred to as "Seller"; to Rawls 6 Associ-
ates, a general partnership, hereinafter referred to as "Buyer";
WITNESSETH
That Seller, for and in consideration of the sum of Ten
Dollars ($10.00) and other good and valuable considerations to it
paid by Buyer', the receipt of which is hereby acknowledged, has
bargained and sold, and by these presents does hereby bargain, sell
and convey unto Buyer, its successors and assigns, in fee simple,
the parcel ortract of land located in the City of Washington,
Beaufort County, North Carolina, more particularly described as
follows:
Beginning at an iron pipe set in the Northwestern right of way
line of State Road 1403 (15th Street Extension) at the
Southwestern corner of that property now or formerly owned by
J. S. Lilley & Sons, Inc. described in Book 510, Page 383,
Beaufort 'County Registry, and running thence with the
Northwestern right of way line of SR 1403, a curve to the left
having a cord course of South 660 48' 4111 West and a cord
distance of 194.61 feet, an arch of 194.92 feet, a radius of
994.93 feet, and a delta of 110 13' 3011 to a North Carolina
Department of Transportation concrete right of way monument;
running thence still with the Northwestern right of'line of SR
1403 South 610 09' 39" West 130.39 feet to an iron pipe set in
the Eastern most corner of that lot now or formerly owned by
F. Ray Moore Oil Company, Inc. and described in Book 920, Page
536, Beaufort County Registry; running thence with the
Northeast' line of the lot now or formerly owned by F. Ray
Moore Oil Company, Inc. North 280 48' 5811 West 175 feet to an
iron pipe;, running thence with the Northwest line of the lot
now or formerly owned by F. Ray Moore Oil Company, Inc. South
610 Ill 01" West 195 feet to an iron pipe set in the' Northeast
right of way line of U.S. Highway 264 (West 5th Street);
running thence with said Northeasterly right of way line of
U.S. Highway 264 North 280 48' 58" West 257.5 feet to an iron
pipe; thence leaving the Northeastern right of way line of
U.S. Highway 264 and running with the Southeastern line of
that lot now or formerly owned by Heilig-Meyers:Furniture
Company and described in a deed recorded in Book �954, Page
1032, Beaufort County Registry. North 610 11' 02" East 226.52
feet to a'point, North 280 48' 58" West 30 feet to an iron
pipe, North 610 11' 0211 East 270 feet to an iron pipe, and
North 280 48' 58" West 205.99 feet to an iron pipe set in a
corner of Ithat land now or formerly owned by Elizabeth L.
Watson and ,described in a deed recorded in Book 350,'Page 109,
Beaufort County Registry; running thence with the line of the
land now or formerly owned by said Elizabeth L. Watson North
610 11' 02'! East 89.24 feet to a point in the centerline of a
PREPARED BY CARTER ARCHIE, & HASSELL UP PO BOX 2187 WASEIINOTON NC 27889 (919) 94&1941

GD 1 U U a -- J-V`:V
canal; running thence with the centerline of said canal South
73' 39',30" East 116 feet to a point; thence 'leaving the
centerline of said canal and running still with the line of
that property now or formerly owned by Elizabeth L. Watson
South 17; 25' 10" East 751.52 feet to an iron pipe in the
Northwestern right of way line of SR 1403, the point and place
of beginning, and being shown on a map titled "Property of
Cherry Run Associates," dated August 31, 1994, by Hood
Richardson, P.A.
TO HAVE AND TO HOLD the aforesaid tract or parcel of land
together with all privileges and appurtenances thereunto belonging
or in anywise appertaining unto Buyer, its successors and assigns,
in fee, forever, subject to the following:
1. Beaufort County and City of Washington taxes for 1994
and subsequentlyears.
2. Restrictive Covenants, easements, leases and rights of way
of record.
3. Unrecorded leases for any part of the above described
premises.
4. The lien and obligations of a Deed of Trust dated May 31,
1989, by Cherry Run Associates to J. T. Lindley, Trustee for NCNB
National Bank of North Carolina, securing an originalprincipal
indebtedness of $1,750,000.00, and recorded in Book 911,�page 737,
Beaufort County Registry, as modified by agreement recorded in Book
989, page 60, Beaufort County Registry, the terms and obligations
of which said Deed of Trust as modified are hereby assumed by Buyer
as part of the consideration given for this Deed, and which Buyer
hereby agrees to well and truly satisfy.
And Seller covenants and warrants to and with Buyer, its
successors and assigns, that it is seized of the above described
lands in fee and has the right to convey the same, that the same
are free from a,ll liens and encumbrances except those above set
forth, and that subject only thereto Seller will warrant and defend
the title to the same against the lawful claims of all persons
whomsoever.
IN TESTIMONY WHEREOF, Seller has caused this deed to be
executed in its 'name by its general partners.
i
CHERRY RUN ASSOCIATES
' BY:- /yf � �/ cYa 7 (SEAL)
CLARENCE A. RAWLS, III, GENERAL
PARTNER
f �
BY: L' i ,5[_
i `7, - .�c" �L--'_ (SEAL)
R LDS. RAWLS, NEPAL PARTNER
2

BK 10 0 9 PG 9r0;-9.
STATE OF NORTH CAROLINA
COUNTY OF BEAUFORT
Before me, the undersigned Notary Public in and for the state
and county aforesaid, personally appeared Clarence A. Rawls, III
and Jeryl S. Rawls, general partners of Cherry Run Associates, and
they each acknowledged the due execution of the foregoing
instrument for the purposes therein expressed.
Witness my hand and Notarial Seal, this day of' September,
1994.
rr �`
t .. 1 , n
NOTARY PUBLIC
M�ommiss on expires: 5
'.tgtEl:p`R' i
North Carolina
Beaufort County
The fore oing Certificate of
No
Notary Public/-Xotaries Public is/are certified to be correct
this 'instrument was presented for registration and recording
in this office at Book " , Page �U_Z•
This 7— day of QC4ober 19 9� .t 3_o�o'clock 1.
Kirk W.' Mi.zelle By
r,egister of Deeds Register of Deeds
3

i
Project Nam,
Stormwater
f
0-
Designer's Certificat on
I, G r-11' as a duly
Registered Professional Engineer in the State of North Carolina, having been
authorized to observe (periodically/weekly/full time)
/
the construction of the project, ! A elr -) Po n En- r im9i'S I� J rrnl i-td t L—
i
(Project)
for f}�I SSaGi A L— (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 substant' I compliance and intent of the approved
plans and spe ication�. ^�4—
Signature w� `�
Reg
Date
Seal
I
aje0
6881Z 0 1'u 6wyse�N
21. Xo8 'Od
38 `slMey S Iftaar
FEB 15 2010
i

Certi cation Requirements:
1.The drainage area to the s stemlIcontains approximately he permitted
acre g'e. ; 0 1st"I >7A i I Iarle. 4tPA t9M,4t
2.The drainage area to the system c ntainps nq� more th n the perm)"t��d S
amount of built -upon area. A cje-nee, Tore
�aan i4170 &-,7 F)
V 3.AI1 the built -upon area associated with the project is graded such that
the ru off drains to the system.,
the
roof drains are located such that the runoff is directed into the
system.
:�iZT�e outle ypass stru a el tions are per the approved plan.\XOT�r =11 10-
6.The outlet structure is located per the approved plans.
b .Trash rack is provided on the outlet/bypass structure.
?.Vegetated
All slopes are grassed with permanent vegetation.
slopes are no steeper than 3:1.
IOThe inlets are located per the approved plans and do not cause short-
circuiting of the system.
1:The permitted amounts of surface area and/or volume have been
drawdown devices are correctly sized per the approved plans.
V 13.AII required design depths are provided.
�ZM.All required parts of the system are provided, such as a vegetated shelf,
a
required system dimensions are provided per the approved plans.