SW6120504_CURRENT PERMIT_20120807

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
� CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
N16MM 7
YYYYMMDD

Afi�ja
NCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Peruue
Governor
Division of Water Quality
nr, viiarles vvinr anald, rnr i,C
Director
July 3, 2012
11ECEIVED
Mr. Jason S. Johnson AVG7
St. James Square, Inc. 2012
1135 Robeson Street D1=NR-FAYEfTEVILLE REGfONAt_ OFFICE
Fayetteville, NC 28305
Subject: Stormwater Pe snit No. SY'1116120507
Valley End
High Density Subdivision Wet Detention Basin Project
Cumberland County
Dear Mr. Johnson:
Dee Freeman
Secretary
The Stormwater Permitting Unit received a complete Stormwater Management Permit Application for
Valley End on June 26, 2012. 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 2006-246. We are forwarding Permit No. SW6120504, dated July 3, 2012, for the
construction, operation and maintenance of the subject project and the stormwater BMPs.
This permit shall be effective from the date of issuance until July 2, 2020 and shall be subject to the
conditions and limitations as specified therein, and does not supersede any other agency permit that may
be required. Please pay special attention to the conditions listed in this permit regarding the Operation and
Maintenance of the BMP(s), recordation of deed restrictions, procedures for changes of ownership,
transferring the permit, and renewing the permit. Failure to establish an adequate system for operation and
maintenance of the stormwater management system, to record deed restrictions, to follow the procedures
for transfer of 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 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.
This project will be kept on file at the Fayetteville Regional Office. If you have any questions, or need
additional information concerning this matter, please contact Brian Lowther at [phone]; or
Brian, [e-mail],
Sincerely,
3 A�av
Jbi- Charles Wakild, PE
cc: Fayetteville Regional Office
SW6120504
ec: Jeffery Nobles—[e-mail]
Wetlands and Stormwater Branch
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone]
Internet: www.ncwaterquality.org
An Equal Opporlunily 4 Affirmative Action Employer
One
NorthCarolina
Naturally

State Stormwater Permit
Permit No.SVV6121504
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
RECEIVED
STATE STORMWATER MANAGEMENT PERMIT AUG - 7 2012
HIGH DENSITY DEVELOPMENT QENR-FAYETTEMLLEREGIONALOFFICE
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
St. James Square, Inc.
Valley End
Mission Hill Road, Hope Mills, Cumberland County
FOR THE
construction, operation and maintenance of three (3) wet detention ponds in
compliance with the provisions of 15A NCAC 2H .1000 and S.L. 2006-246 (hereafter
referred to as the "stormwater rules') and the approved stormwater management plans
and specifications and other supporting data as attached and on file with and approved
by the Division of Water Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until July 2, 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.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.7 of this permit. The stormwater control has been
designed to handle the runoff from 806,594 square feet of impervious area. The
subdivision is permitted for 170 lots, each allowed a maximum of 3250 square
feet of built -upon area.
3. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
4. 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.
5. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
6. The built -upon areas associated with this project shall be located at least 30 feet
landward of all perennial and intermittent surface waters.
Page 1 of 8

State Stormwater Permit
Permit No.SW61201004
7. The following design criteria have been provided in the wet detention pond and
must be maintained at design condition:
DA A DA B DA C
a. Drainage Area, aSres: 42 5.7 13.4
Onsite, it,,: 1 ,634,736 248, 170" 584,493
o
ffsite, ft`: 198,430 0 0
b. Total Impervioys Surfaces, ft`: 513,593 89,338 203,658
Buildings ft : 262,500 52,500 110,000
Roads/Parking, ft2: 251,098 36,838 93,658
i Other, ft2 0 0 0
Offsite, ft2: 2,496 0 0
C. Pond Depth, teet: 4.26 3.82 4.37
d. TSS removal efficiency: 90% 90% 90%
e. Desigr? Storm: 1.0 inch 1.0 inch 1.0 Inch
f. Permanent Pool Elevation, FMSJ : 162 157 159
g. Permitted Surface Area @PPS ft : 32,627 5,414 10,091
h. Permitted Storage Volume, ft : 49,383 8,260 18,719
i. Storage Elevation, FMSL: 163.3 158.2 160.5
j. Controlling Orifice: 3.0"0 pipe 1.5"0 pipe 3.0"0 pipe
k. Permanent Pool Volume, ft3: 113,752 14,493 30,041
I. Fore Volume, ft3: 23,051 2,937 6,192
m. Receiving Stream/River Basin: UT to Rockfish Creek I Cape Fear
n. Stream Index Number: 18-31-(18)
o. Classification of Water Body: "B"
II. SCHEDULE OF COMPLIANCE
1. No horimeownerllot owner/developer shall fill in, alter, or pipe any drainage
feature (such as swales) shown on the approved plans as part of the stormwater
management system without submitting a revision to the permit and receiving
approval from the Division.
2. The permittee is responsible for verifying that the proposed built -upon area for
the entire lot does not exceed the maximum allowed by this permit. Once the lot
transfer is complete, the built -upon area may not be revised without approval
from the Division of Water Quality, and responsibility for meeting the built -upon
area limit is transferred to the individual property owner.
3. If an Architectural Review Board or Committee is setup by the permittee to
review plans for compliance with the BUA limit, the plans reviewed must include
all proposed built -upon area. Any approvals given by the Board do not relieve the
homeowner of the responsibility to maintain compliance with the permitted BUA
limit.
4. 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.
5. 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.
6. The permittee shall submit to the Director and shall have received approval for
Page 2 of 8
r

State Stormwater Permit
Permit No.SW6120504
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area.
e. Further subdivision, acquisition, or sale of all or part of the project area.
The project area is defined as all property owned by the permittee, for
which Sedimentation and Erosion Control Plan approval or a CAMA Major
permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
7. The permittee shall submit for approval, final site layout and grading plans for
any permitted future development areas shown on the approved plans, prior to
construction.
8. 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.
9. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
10. 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.
11. 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.
12. The permittee shall at all times provide the operation and maintenance
necessary to assure that all components of the permitted stormwater system
function at optimum efficiency. The approved Operation and Maintenance Plan
must be followed in its entirety and maintenance must occur at the scheduled
intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and re -vegetation of side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans.
f. Debris removal and unclogging of structures, orifice, catch basins and
piping.
g. Access to all components of the system must be available at all times.
13. Records of maintenance activities must be kept by the permittee. The records
will indicate the date, activity, name of person performing the work and what
actions were taken.
14. The permittee shall submit to the Division of Water Quality an annual summary
report of the maintenance and inspection records for each BMP. The report
shall summarize the inspection dates, results of the inspections, and the
maintenance work performed at each inspection.
Page 3 of 8

State Stormwater Permit
Permit No.SW6' 2C504
i
15. The stormwater treatment system shall be constructed in accordance with the
approved plans and specifications, the conditions of this permit, and with other
supporting data.
I
16. 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 SW16120504, as issued
by the Division of Water Quality under the stormwater rules.
b. IThe State of North Carolina is made a beneficiary of these covenants to
,the extent necessary to maintain corn-lianre %,pith the Stormwater
Management Permit.
C. ,These covenants are to run with the land and be binding on all persons
,and parties claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded
without the express written consent of the State of North Carolina,
'Division of Water Quality.
e. ,Alteration of the drainage as shown on the approved plans may not take
,place without the concurrence of the Division of Water Quality.
f. 'The maximum built -upon area per lot is 3250 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
land the edge of the pavement. Built upon area includes, but is not limited
4o, 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 on the lot must drain into the permitted system. This may be
,accomplished through providing roof drain gutters, which drain to the
;street, grading the lot to drain toward the street, or grading perimeter
'swales and directing them into the pond or street. Lots that will naturally
drain into the system are not required to provide these measures.
h. !Built -upon area in excess of the permitted amount will require a permit
Imodification.
i. If permeable pavement'credit is requested, the property owner must
submit a request, with supporting documentation, to the permittee and
receive approval prior to construction of BUA.
17. 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.
18. Prior to transfer of the permit, the stormwater facilities will be inspected by DWQ
personnel. The facility must be in compliance with all permit conditions. Any
items not in compliance must be repaired or replaced to design condition prior to
the transfer. Records of maintenance activities performed to date will be
required.
19. Decorative spray fountains 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.
Page 4 of 8

State Stormwater Permit
Permit No.SW6120504
c. The falling water from the fountain must be centered in the pond, away from
the shoreline.
20. If permeable pavement credit is desired, the permittee must submit a request to
modify the permit to incorporate such language as required by the Division of
Water 011ality. The request to modify must include. a soils report identifying the
type of soil, the Seasonal High Water Table elevation and the infiltration rate.
Upoh the successful completion of a permit modification, the individual lot
owners that request to utilize permeable pavements must submit the necessary
forms and documentation to the permittee and receive approval prior to
construction of the permeable pavement.
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 completed Name/Ownership Change form, to the Division of Water
Quality, signed by both parties, and accompanied by supporting documentation
as listed on page 2 of the form. The project must be in good standing with the
Division. The approval of this request will be considered on its merits and may or
may not be approved.
2. The permittee is responsible for compliance with all permit conditions until such
time as the Division approves the transfer request.
3. 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.
4. 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.
5. 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.
6. 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.
7. The permit issued shall continue in force and effect until revoked or terminated.
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. 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.
9. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
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.
Page 5 of 8

State Stormwater Permit
Permit No. SW512C504
11.`rhe permittee shall notify the Division of any name, ownership or mailing
address changes at least 30 days prior to making such changes.
12.The permittee shall submit a renewal request with all required forms and
documentation at least 180 days prior to the expiration date of this permit.
Permit issued this the 3`d day of July, 2012.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
ror Charies'v"Jakild, PE, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 6 of 8

State Stormwater Permit
Permit No.S%A/6120504
Valley End
Stormwater Permit No. SW6120504
Cumberland 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,
Harnett Health Medical Office Park
(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 included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
Page 7 of 8

State Stormwater Permit IL
Permit No.SW6120504
Certification Requirements:
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,
and a forebay.
15. The required system dimensions are provided per the approved plans.
Please submit this Designer's Certification to: Fayetteville Regional Office
Surface Water Protection
225 Green Street .
Systel Building Suite 714
Fayetteville, NC 28301
Page 8 of 8

r.
NC®ENR
North Carolina Department of Environment and Natural Resources
Beverly Laves Perdue
Governor
Mr. Jason S. Johnson
St. James Square, Inc.
1135 Robeson Street
Fayetteville, NC 28305
Division of Water Quality
("iia ses 'Nakild, i
Director
July 3, 2012
Subject: Stormwater Perrv:it No. SW6120504
Valley End
High Density Subdivision Wet Detention Basin Project
Cumberland County
Dear Mr. Johnson:
Dee Freeman
Secretary
RECEIVED
JUL 0 6 2012
DENR 4AYETTEA LLE REGIONAL OFFICE
The Stormwater Permitting Unit received a complete Stormwater Management Permit Application for
Valley End on June 26, 2012. 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 2006-246. We are forwarding Permit No. SW6120504, dated July 3, 2012, for the
construction, operation and maintenance of the subject project and the stormwater BMPs.
This permit shall be effective from the date of issuance until July 2, 2020 and shall be subject to the
conditions and limitations as specified therein, and does not supersede any other agency permit that may
be required. Please pay special attention to the conditions listed in this permit regarding the Operation and
Maintenance of the BMP(s), recordation of deed restrictions, procedures for changes of ownership,
transferring the permit, and renewing the permit. Failure to establish an adequate system for operation and
maintenance of the stormwater management system, to record deed restrictions, to follow the procedures
for transfer of 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 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 150B 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.
This project will be I:ept on filic at the Fayetteville Regional Office. If you have any ques-tions, or need
additional information concerning this matter, please contact Brian Lowther at [phone]; or
[e-mail].
Sincerely, Q '
foa• Charles U'vakild, PE
cc: Fayetteville Regional Office
SW5120504
ec, Jeffery [e-mail]
Wetlands and Slormwaler Branch
1617 Mait Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, Norte �� Carolina 27604
Phone: [phone];01 FAX: [phone]
Internet: org
An Equal Opportunity 1 Affirmative Action Employer
Nne
orthCarolina

State Stormwater Permit
Permit No.SW6120504
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORM!►,lATER 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
St. James Square, Inc.
Valley End
Mission Hill Road, Hope Mills, Cumberland County
FOR THE
construction, operation and maintenance of three (3) wet detention ponds in
compliance with the provisions of 15A NCAC 2H .1000 and S.L. 2006-246 (hereafter
referred to as the "stormwater rules') and the approved stormwater management plans
and specifications and other supporting data as attached and on file with and approved
by the Division of Water Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until July 2, 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.
2. This stormwater system has been approved for the management,of stormwater
runoff as described in Soction 1.7 of this permit. The stormwater control has been
designed to handle the runoff from 806,594 square feet of impervious area. The
subdivision is permitted for 170 lots, each allowed a maximum of 3250 square
feet of built -upon area.
3. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
4. All stor rriwater 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 ail such required easements, in accordance with the
approved plans.
5. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
6. The built -upon areas associated with this project shall be located at least 30 feet
landward of all perennial and intermittent surface waters.
Page 1 of 8

State Stormwater Permit
Permit No.SW61205014
7
The following design criteria have been provided in the wet detention pond and
must be maintained at design condition:
a
I
Drainage Area, aSres:
onsite, ft
Offsite, ftz:
Total Imperviois Surfaces, ft`:
Buildings ft
Roads/Parking, ft2:
Other, ftZ'
Offsite, ft�:
Pond Depth, feet:
TSS removal efficiency:
Design Storm:
Permanent Pool Elevation, FMSJ
Permitted Surface Area @PP ft
Permitted Storage Volume, ft�:
Storage Elevation, FMSL:
Controlling Orifice:
Permanent Pool Volume, ft3
Forebay Volume, ft3:
Receiving Stream/River Basin:
Stream Index Number:
Classification of Water Body:
II. SCHEDULE OF COMPLIANCE
DA A
DA B
DA C
42
5.7
13.4
1,634,736
248 170
584,493
198,430
0
0
513,593
89,338
203,658
262,500
52,500
110,000
251,098
36,838
93,658
0
0
0
2,496
0
0
4.26
3.82
4.37
90%
90%
90%
1.0 inch
1.0 inch
1.0 inch
162
157
159
32,627
5,414
10,091
49,383
8,260
18,719
163.3
158.2
160.5
3.0"0 pipe
1.5" 0 pipe
3.0"0 pipe
113,752
14,493
30,041
23,051
2,937
6,192
UT to Rockfish
Creek / Cape Fear
18-31-(18)
1311
No homeowner/lot owner/developer shall fill in, alter, or pipe any drainage
feature (such as swales) shown on the approved plans as part of the stormwater
management system without submitting a revision to the permit and receiving
approval from the Division.
2. The permittee is responsible for verifying that the proposed built -upon area for
the entire lot does not exceed the maximum allowed by this permit. Once the lot
transfer is complete, the built -upon area may not be revised without approval
from the Division of Water Quality, and responsibility for meeting the built -upon
area limit is transferred to the individual property owner.
3. If an Architectural Review Board or Committee is set up by the permittee to
rewew plans for compliance wit i� the BUA limit, the plaits reviewed must include
all proposed built -upon area. Any approvals given by the Board do not relieve the
homeowner of the responsibility to maintain compliance with the permitted BUA
limit.
4. 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.
5. 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.
6. The permittee shall submit to the Director and shall have received approval for
Page 2of8

State Stormwater Permit
Permit No.SW6120504
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to the approved plans, regardless of size.
b. Project name change.
c, Transfer of ownership,
d. Redesign or addition to the approved amount of built -upon area.
e. Further subdivision, acquisition, or sale of all or part of the project area.
The project area is defined as all property owned by the permittee, for
which Sedimentation and Erosion Control Plan approval or a CAMA Major
permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
7. The permittee shall submit for approval, final site layout and grading plans for
any permitted future development areas shown on the approved plans, prior to
construction.
8. 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.
9. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
10. 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.
11. 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.
12. The permittee shall at all times provide the operation and maintenance
necessary to assure that all components of the permitted stormwater system
function at optimum efficiency. The approved Operation and Maintenance Plan
must be followed in its entirety and maintenance must occur at the scheduled
intervals inciuding, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and re -vegetation of side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans.
f. Debris removal and unclogging of structures, orifice, catch basins and
piping.
g. Access to all components of the system must be available at all times.
iv. Records of maintenance activities must be Kept by the perimbitte . The rec`Jrd1,
will indicate the date, activity, name of person performing the work and what
actions were taken.
14. The permittee shall submit to the Division of Water Quality an annual summary
report of the maintenance and inspection records for each BMP. The report
shall summarize the inspection dates, results of the inspections, and the
maintenance work performed at each inspection.
Page 3 of 8

State Stormwater Permit
Permit No.SW6140504
15. The stormwater treatment system shall be constructed in accordance with the
approved plans and specifications, the conditions of this permit, and with other
supporting data.
16. 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 SW16120504, as issued
by the Division of Water Quality under the stormwater rules.
b. The State of North Carolina is made a beneficiary of these covenants to
the extent necessary to maintain compliance with the Stormwater
Management Permit.
C. These covenants are to run with the land and be binding on all persons
and parties claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded
without the express written consent of the State of North Carolina,
Division of Water Quality.
e. Alteration of the drainage as shown on the approved plans may not take
place without the concurrence of the Division of Water Quality.
f. The maximum built -upon area per lot is 3250 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 on the lot must drain into the permitted system. This may be
accomplished through providing roof drain gutters, which drain to the
street, grading the lot to drain toward the street, or grading perimeter
swales and directing them into the pond or street. Lots that will naturally
drain into the system are not required to provide these measures.
h. Built -upon area in excess of the permitted amount will require a permit
modification.
i. If permeable pavement credit is requested, the property owner must
submit a request, with supporting documentation, to the permittee and
receive approval prior to construction of BUA.
17. 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.
18. Prior to transfer of the permit, the stormwater facilities will be inspected by DWQ
personnel. The facility must be in compliance with all permit conditions. Any
items not in compliance must be repaired or replaced to design condition prior to
the transfer. Records of maintenance activities performed to date will be
required.
19. Decorative spray fountains 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.
Page 4 of 8

State Stormwater Permit
Permit No.SW6126504
c. The falling water from the fountain must be centered in the pond, away from
the shoreline.
20. If permeable pavement credit is desired, the permittee must submit a request to
modify the permit to incorporate such language as required by the Division of
Water Quality. The request to modify mast inGlUde 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 must submit the necessary
forms and documentation to the permittee and receive approval prior to
construction of the permeable pavement.
Ill. 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 completed Name/Ownership Change form, to the Division of Water
Quality, signed by both parties, and accompanied by supporting documentation
as listed on page 2 of the form. The project must be in good standing with the
Division. The approval of this request will be considered on its merits and may or
may not be approved.
2. The permittee is responsible for compliance with all permit conditions until such
time as the Division approves the transfer request.
3. 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.
4. 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.
5. 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.
6. 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.
7. The permit issued shail continue in force and effect until revoked or terminated.
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.
B. 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.
9. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
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.
Page 5 of 8

State Stormwater Permit
Permit No.SVV6120504
11. The permittee shall notify the Division of any name, ownership or mailing
address changes at least 30 days prior to making such changes.
12.The permittee shall submit a renewal request with all required forms and
documentation at least 180 days prior to the expiration date of this permit.
Permit issued this the 3rd day of July, 2012.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Charles `v1fakild, PE, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 6 of 8

State Stormwater Permit
Permit No.SW0^120504
Valley End
Stormwater Permit No. SW6120504
Cumberland 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,
Harnett Health Medical Office Park
(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 included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
Page 7of8

State Stormwater Permit.
Permit No.SW6120504
Certification Requirements:
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. Ail 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,
and a forebay.
15. The required system dimensions.are provided per the approved plans.
Please submit this Desianer's Certification to: Fayetteville Regional Office
Surface Water Protection
225 Green Street
Systel Building Suite 714
Fayetteville, NC 28301
Page 8 of 8

REHM
North Carolina Department of Environment and
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P.E.
Governor Director
June 4, 2012
Mr. Jeffery Nobles
Larry King & Associates, RLS, PA
1333 Morganton Road, Suite 201
Fayetteville, NC 28305
Dear Mr. Nobles:
Natural Resources
Dee Freeman
RECEIVED Secretary
JUN - 8 2012
DENR 4AYETTFALE REGIONAL OFFICE
Subject: Request for Additional Information
Stormwater Project No. 5W6120504
Valley End
Cumberland County
The Division of Water Quality Central Office received a Stormwater Management Permit Application for the
subject project on May 30, 2012. A preliminary review of that information has determined that the application is
not complete. The following information is needed to continue the stormwater review:
1. On lots that are not entirely in the drainage area for the wet detention basins, please show the areas
where the house and driveway should be placed.
2. Please show outlet protection for the wet detention basins where needed. They are included on the
sediment and erosion control sheets but not the grading or details.
3. Please provide the Required Items Checklist that corresponds with the Wet Detention Basin
Supplement. (This can be found as a tab in the Excel document.)
4. Please verify that outlets discharging near wetlands are designed to flow into and through the
wetlands at a non -erosive velocity (for this flow requirement into wetlands, non -erosive is velocity <_ 2
ft/s).
Please note that this request for additional information is in response to a preliminary review. The requested
information should be received by this Office prior to June 22, 2012, or the application will be returned as
incomplete. The return of a project will necessitate resubmittal of all required items, including the application fee.
If you need additional time to submit the information, please mail or fax your request for a time extension to the
Division at the address and fax number at the bottom of this letter. The request must indicate the date by which
you expect to submit the required information. The Division is allowed 90 days from the receipt of a completed
application to issue the permit.
If you have any questions concerning this matter please feel free to call me at [phone].
cc: rFayetteville Regional Office
SW6120504 File
Wetlands and Stormwater aranch
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salishnry St Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone]
Internet: www.ncwaterqualit .org
An Fnunl Onnnoiinity 4 Affrmnfiva Antinn Fmnlnvar
Sincerely,
X/11
Brian Lowther
EnvirvnmenLal Ertgineer
One .
No Carolina
.Naturally

High Density Residential Subdivisions
Deed Restrictions & Protective Covenances
In accordance with Title 15 NCAC 21-1.1000 and S.L. 2006-246, the Stormwater Management Regulations,
deed restrictions and protective covenants are required for High Density Residentiall 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 design criteria used to size the stormwater control facility.
I, Jason S. Johnson, acknowledge, affirm and agree by my signature below, that I will cause the following deed
restrictions and covenants to be recorded prior to the sale of any lot:
The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number 5Q(-Q of A as issued by the Division. of Water Quality under the
Stormwater Management Regulations.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming under
them.
4. The covenants pertaining to stormwater may not be altered or rescinded without the express written
consent of the State of North Carolina, Division of Water Quality.
5. Alteration of the drainage as shown on the approved plan may not take place without the concurrence
of the Division of Water Quality.
6. The maximum allowable built -upon area per lot is 3250 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.
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. �1
Sig natu Date:
I, on Sim on E ler , a Notary Public in the
State of � North Carolina County of Cumberland .
do hereby certify that Jason S. Johnson personally appeared
before me this the �` day of May, 2012, and acknowledge the due execution of the
foregoing instrument. Witness my hand and official seal,
oSEA�ii�
igna re Lori Simpson Epl�r
C¢mbe;iand Coantp
My Commission expires Il- ly-1 q North G:oiinf
Form DRPC-3 Rev.2 05Nov2009 Page 1 oIF 1

Pennit Number: 5(-1ClZ 65114
(Io he provided by DI'VQ)
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):
❑ 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 Ioad 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
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
long.
approximately six inches.
m
n
m
N C
rn
Form SW401-Wet Detention Basin O&M-Rev.4
Page 1 of 4

PernitNumber: CW6f2o5'o4-
(to he proi,rded big DfVQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How 1 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
show that pruning is needed
practices
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 spraying.
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.
Farm SW401-Wet Detention Basin O&M-Rev.4 Page 2 of 4

Permit Number: -cJ6 (Z K64
(to he 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
Re air 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 <5' feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads <6' feet in the forebay, the sediment
shall be removed.
Sediment Removal
Bottom Ele
153 1
-1----------------
R 152 t
FOREBAY
BASIN DIAGRAM
(lill iij the bhviks)
1 Volume'
ft Min.
Sediment
Storage
Permanent Pool Elevation 159
Pool
Sediment Rernoval Elevation 154 Volume
------------ -----
Bottom Elevation 153
MAIN POND
I-ft n.
Sediment
Storage
Form SW401-Wet Detention Basin OK.M-RevA Page 3 of

Permit Number: 5W CI Z-15-6+
(to be provided by Dtf'Q)
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.
Projecl name:Valley End
BAV drainage area number
Print narne:Jason S. Johnson
`ritle:Vice President, St. James Square, Inc.
Address:1135 Robeson St., Fayetteville, NC 28305 _
Signat
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 LDir V;SA,n pleY. , a Notary Public for the State of
KSZ-Ah CatOLnd, County of C Am YAonA , do hereby certify that
,�ttSoY► So1'�n56� personally appeared before me this 24
day of pl , , and acknowledge the due execution of the
forgoing wet etention basin maintenance requirements. Witness my hand and official
seal, t h )
Public
C'7d
on Epler
Couoty
rolina
Ij
SEAL
My commission expires 11, I4-114
Form SW401-Wet Detention Basin O&M-Rev.4 Page 4 of 4

Permit Nuwnber: 5c.1G/ZoS0'(
(to be provided by DP10
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):
❑ 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:
— Immmediately 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 vet 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:
Potential roblem:
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
ground cover and water until it is
established. Provide time and a
one-time ferfilizerapplication.
Vegetation is too short or too
Maintain vegetation at a height of
lon
approximatel six inches.
Form SW401-Wet Detention Basin O&M-Rev.4
Page 1 of 4

Pcrmit Number: 5W(. I Zoso j
(to be proi,ided by DfVQ)
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 fore bay
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 lams rather than spraying.
The vegetated shelf
Best professional practices
Prune according to best professional
show that pruning is needed
practices
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 spraying.
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.
Form SW401-Wet Detention Basin O&M-Rev.4 Page 2 of 4

Permit Number: �W CI CaS�
(Io be prorided by DHIQ)
Drainage Area Number:
BMP element:
Potential problem.
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 <6' 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 E
BASIN DIAGRAM
(fill in the blank,)
Q Pennanent Pool Elevation 157
152 Pe nanen Pool
-------------- Volume Sediment Removal Elevation 151 Volume
E51 -ft Min.
------------------------------ ------------ ------
Sediment Bottorn Elevation 150 1-fI 44.
Storage Sediment
Storage
FOREBAY MAIN POND
Form SW401-Wet Detention Basin O&M-Rev.4 Page 3 of 4

Permit Number: 5W (4Z05of
(to be provided by DIFQ)
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 ol'any
problems with the system or prior to any changes to the system or responsible party.
Projecl name -.Valley End
BA4P drainage area number:B
Print name:Jason S. Johnson
Title:Vice President, St. James Square, Inc. _
Address:] 135 Robeson St., Fayetteville, NC 28305
Phon
Sign
Date
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.
11 Lor1 SIM0601% a Notary Public for the State of
t 0Y4% County of (,'4mjr,QYI&A , do hereby certify that
J&90vn S . I�IV►soy+ personally appeared before me this
day of I�„ , and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
Nctyry Public
L9ri SJrspsorr Epler
Cum6erluud caanty
Irorth Caroline
SEAL
My commission expires ]I- IL4-1
Form SW401-Wet Detention Basin O&M-Rev.4 Page 4 of 4

Permit Number: 5' J41 Zd5aq
(to be provided by U1VQ)
_ 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):
❑ does ® does not incorporate a vegetated filter at the outlet.
This system (check otie):
❑ 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 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
'brash/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 -tune fertilizer application.
Vegetation is too short or too
Maintain vegetation at a height of
long.
approximate! six inches.
Form SW401-Wet Detention Basin O&M-Rev.4 Page I of 4

Permit Number: S0 4,Zd5i4
(to he provided by D;VQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How 1 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
futureproblem,,; 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 s ra in .
The vegetated shelf
Best professional practices
Prune according to best professional
show that pruning is needed
practices
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 spraying.
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, phraginites or other
Remove the plants by wiping them
invasive plants cover 50% of
with pesticide (do not spray).
the basin surface.
Form SW401-Wet Detention Basin O&M-Rev.4 Page 2 of 4

Perin it Number: sW�r2ata'f
(to be provided by D 4,Q)
Drainage Area Nuinber:
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 <5' feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads <4' feet in the forebay, the sediment
shall be removed.
BASIN DIAGRAM
(fill in the blanks)
17 Permanent Pool Elevation 162
Sedirent Removal h . 158 Pe manes Pool
-------------- Volume Sediment Removal Elevation 157 Volume
Bottom Elevatio 157 -ft Min.
----------------------------- ------------- ------
Sediment Bottom Elevation 156 l-ft n.
Storage Sedimen
Storage
FOREBAY MAIN POND
Form SW401-Wet Detention Basin O&M-Rev.4 Page 3 of'4

Permit Number: SWG 12aSa¢
(to he provided by D11'Q)
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.
Projecl nalne:V
BMP drainage area m anber:
Print name:Jason S. Johnson
Title:Vice President, St. James Square. Inc.
Address:1135 Robeson St., Fayetteville, NC 28305
Phone:910-431=-J7,91
Signat
Date: Z ZS Q-k-k-1L_
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, r; Simpson COler , a Notary Public for the State of
lSaYJh , County of Cc.k,�,erla�� , do hereby certify that
Sasov► . so�hsov personally appeared before me this mowh
day of I , and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,Hvj���& UU
Notary Public
Lsri SiMPSON .EP 'er
Cumberland County
:frrtl; Carolina
SI-AL
My commission expires 11- 1q-1
Form SW401-Wet Detention Basin O&M-Rev.4 Page 4 of4

DWQ USE ONLY
Date Received
Fee Paid
Permit Number
5 D S -4 3305
1-z 5D 4
Applicable Rules: ❑ Coastal SW -1995 ❑ Coastal SW - 2008 ❑ Ph II - Post Construction
(select all that apply) ❑ Non -Coastal SW- I-IQW/ORW Waters ❑ Universal Stormwa ter Management Plan
❑ Other WQ M mt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form ivay he photocopied for use as air original
1. 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.):
Vallev land
2. Location of Project (street address):
Mission Hill Rot
City:l-lope Mills
County:Cu mberland Zip:28348
3. Directions to project (from nearest major intersection):
Directions are attached
4. Latitude:34° 58.2' 20" N Longitude:78° 59' 33.42" W of the main entrance to the project.
IL PERMIT INFORMATION:
1. a. Specify whether project is (check one): ®New ❑Modification
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
If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application, list the stormwater project number, if
assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major ®Sedimentation/Erosion Control: 25.03 ac of Disturbed Area
❑NPDES Industrial Stormwater ❑404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit: ,ram
r i-7 .r.
RECEIVED
AUG - 7 2012
pEIJR-FAYETTE\KLE REGIONAL OFFICE
Form SWU-1 U 1 Version 07Jun2010 Page I of 6
rU L1 V DE
Ir
h9��Y:2012
fi- - Wk7Lht
�t�5 SQf r,W Qu ln'

III. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Applicant/Organization:St. James Square, Inc.
Signing Official & Title:lason S. lohnson, Vice President T _
b.Contact information for person listed in item laabove:
Street Address:1135 Robeson Street
City:Fayetteville State:NC Zip:28305
Mailing Address (if applicable):
City: State: Zip:
Phone: [phone] Fax: (910 } 483-9039
Email:[e-mail]
c. Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization:
Signing Official & Title:
b.Contact information for person listed in item 2a above:
Street Address:
City: State: Zip:
Mailing Address (if applicable):
City: State: Zip:
Phone: ( ) Fax: ( )
Email:
3. a. (Optional) Print the name and title of another contact such as the projects construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization:
Signing Official & Title:lason S. lohnson, Vice President
b.Contact information for person listed in item 3a above:
Mailing Address:1135 Robeson Street
City: Fayetteville State:NC Zip:28305
Phone: (910 ) 438-0796 Fax: (910 ) 438-9039
Email:isjbuilders®nc.rr.com
4. Local jurisdiction for building permits: The Town of Hope Mills
Point of Contact:Mike Bailey Phone #: (910 } 4264119
Form SWU-101 Version 07.1un2010 Page 2 of 6

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Storcnwater runoff from the site will be routed through storm pipes to one of three wet 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 PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW - 1995 ® Ph II - Post Construction
3. Stormwater runoff from this project drains to the Cape bear River basin.
4. Total Property Area: 134.63 acres
5. Total Coastal Wetlands Area: acres
6. Total Surface Water Area: 9.79 acres
7. Total Property Area (4) -Total Coastal Wetlands Area (5) -Total Surface Water Area (6) = Total Project
Area':124.84 acres
+ Total project area shall be calculated to ercIude the folloruurgg: the nonnal pool of impounded structures, the area
between the banks of streartrs and rivers, tire area below tire Nonnal Higgli Water (NHW) lime or Mean High Water
(MHW) line, and coastal wetlands lanrhuard from the NHW (or MHW) line. Tire resultant project area is used to
calculate overall percent built upon area (BUA). Notr-coastal zoetlatids landzoard of the NHW (or MHW) Iitce nray
be included in tire total project area.
8. Project percent of impervious area: ('Total Impervious Area / Total Project Area) X 100 =14.83
9. Howe many drainage areas does the project have?3 (For high density, count 1 for each proposed engineered
stormzoater 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
Draina e Area A
Draina e Area B
Draina e Area C_
Draina e Area _
Receiving Stream Name
UT Rockfish
Creek
UT Rockfish
Creek
UT Rockfish
Creek
Stream Class *
13
13
13
Stream Index Number *
18-31-(18)
18-31-(18)
18-31-(18)
Total Drainage Area (so
1,833,166
248,170
584,493
On -site Drainage Area (so
1,634,736
248,170
584,493
Off -site Drainage Area (so
198,430
Proposed Im ervious Area** (so
513,598
89,338
203,658
% Impervious Area** total
28.02
36
34.84
Impervious** Surface Area
Drainage Area A
Drainage Area B
Drainage Area C
Drainage Area
On -site Buildings/Lots (so
262,500
52,500
110,000
On -site Streets (so
172,348
21,088
60,658
On -site Parking (so
78,750
15,750
33,000
On -site Sidewalks (so
0
0
0
Other on -site (so
0
0
0
Future (so
0
0
0
Off -site (so
2496
0
0
Existing I3UA*** (so
0
0
0
Total (So.
516,094
1 89,338
1 203,65$
* Stream Class and Index Number can be deterrrriued at: littp://purtal.rraienr.or r z(1e11/uJc&is/csrr/classrficrrtiorrs
Fonn SWU-101 Version 07Jun2010 Page 3 of 6

** 1nr rcrvious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
si ve7valks, gravel areas, etc.
*** Report only that antount of existing BUA that will renrain after development. Do not report any existing BUA that
is to be rentoved and which will be replaced by new BUA.
11. How was the off -site impervious area listed above determined? Provide documentation. AERIAL
PHOTOGRAPHY
Projects in Union County: Contact D6VQ Central Qrftce staff to check if the project is located irithin a Threatened R
Endangered Species ii,atershed that nray, be strbject to urore stringent slot inivater requirentews as per NCQC 028.0600,
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 htt ortal.licdetir,or web w ws su btu -manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. A detailed application instruction sheet and BMP
checklists are available from http://portal.ncdenr.org/wjeb/wq/ws/su/statesw/forms_docs. The complete
application package should be submitted to the appropriate DWQ Office. (The appropriate office may be
found by locating project on the interactive online map at http://porta1.ncdennorg/web/wq/ws/su/maUs.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from http://portal.ncdenr.org/welt/wq/ws/su/st,itesw/forms_docs.
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 V11 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 NCOENR. (For an Express review, refer to�
http:/ www.envhelp.org/pages/onestopexpress.htmI for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/managementfor
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within 1/2 mile of the site boundary, include the 1/2
mile radius on the map.
7. Sealed, signed and dated calculations.]p—�
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:]p�
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 fines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
1. Details of roads, drainage features, collection systems, and stormwater control measures.
Form SWU-101 Version 07Jun2010 Page 4 of 6

m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
Copy of any applicable soils report with the associated SHWT elevations (Please identifyUV
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"x11" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DWQ to verifif the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: 7002,412�T Page No: 8719,812
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC r
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 NCAC 21-1.1003(e). The
corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
http://www.secretary.state.iic.us/CorL)oratioils/CSearcii.asl2
VIL DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from
http://portal.ncdennorgf web/wq/ws/su/statesw/forms does. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DWQ, and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer:leffrey Nobles
Consulting Firm: Larry King & Associates RLS PA
Mailing Address:1333 Morganton Road, Suite 201
CityTayetteville State:NC Zip:28305
Phone: (910 ) 483-4300 Fax: (910 ) 483-4052
EmaiI:jnobles©lkanda.coni
IX. PROPERTY OWNER AUTHORIZATION (if Corr tact Information, item 2 has been filled out, complete this
section)
1, (print or type name of person listed in Contact Inforneatiola, item 2a) , certify that I
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Information, item 1a) with (print or type name of organization listed in
Contact Information, item 1a) to develop the project as currently proposed. A copy of
the Iease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
Fonn SWU-101 Version 02Jun2010 Page 5 of

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DWQ Stormwater permit reverts back to
me, the property owner. As the property owner, it is my responsibility to notify DWQ immediately and submit a
completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater treatment
facility without a valid permit. I understand that the operation of a stormwater treatment facility without a valid
permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement action including
the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
Signature: Date:
I, a Notary Public for the State of _ County of
do hereby certify that
personally appeared
before me this _ day of . and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission expires
X. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in Contact Information, item Ia) fason S. Jolmsopi
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of the
applicable stormw r u-les UT*r 15A NCAC 21-1 .1000, SL 2006-246 (Ph. 11- Post Construction) or SL 2008-211,
Signatu
Date: 5--aq ^�Z
I, i $ r r a Notary Public for the State of ",411 [ArojieA County of
Ctnrhbe,It , do hereby certify that Joisorn - -Un'Vyl personally appeared
before me this May of Mn-j A- and acknowle ethe due execution of the application for
a stormwater permit. Witness my hand and seal, AM AM
Ynury Pobllc
Lari Sinp.so►r Ep1tr
Cumberland County
Ycrth Carolina
SEAL
My commission expires /1— /y -Iq
Form SWU-101 Version 07Jun2010 Page 6 of 6

FAY Err EVILLE; NC: 28305
.
910-438-0796
66-21/WD
.
1.,.• ..
....
/ BRANCH_ 03547
- -1-
PAY -
_ - DATE
/�•/'`:..,.
Ov5
;.TO THE�C
ORDER OF
IV 00
✓ G ✓ �;v
fir
DOLLARS
• • -
.I•-
THIS CHECK
-
15 DELIVERED I CONNECTION WFTH THE FOLLOWING
ACCOUNT 5 -
-

Permit No
fro be provided by DWQ)
�A�M&
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Pail 111) must be printed, filled out and submitted along with all of the required information.
W A 7-,P�
L'P ROJECTr INFORMATION
Project name Valley End
Contact person Jeffrey Nobles, PE
Phone number 910-483-4300
Date 6111/2012
Drainage area number A
II DESIGN `INFORMATION
Site Characteristics
Drainage area
Impervious area, post -development
% impervious
Design rainfall depth
Storage Volume: Non -SA Waters
Minimum volume required
Volume provided
Storage Volume: SAWaters
1.5" runoff volume
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr, 24-hrrunoff
Minimum volume required
Volume provided
Peak Flow Calculations
Is the prelpost control of the 1 yr 24hr storm peak flow required?
1-yr, 24-hr rainfall depth
Rationat C, pre -development
Rational C, post -development
Rainfall intensity: 1-yr, 24-hr storm
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
PrelPost 1-yr, 24-hr peak flow control
Elevations
Temporary pool elevation
Permanent pool elevation
SHWT elevation (approx. a1 the perm. pool elevation)
Top of 1 Oft vegetated shelf elevation
Bottom of 1 Oft vegetated shelf elevation
Sediment cleanout, top elevation (bottom of pond)
Sediment cleanout, bottom elevation
Sediment storage provided
1,845,977 hz
516,094 ft2
27.96 %
1.0 in
46,271 ft3
49 383 ft3
OK, volume provided is equal to or in excess of volume required.
ft3
ft3
h3
h3
y, (Y or N)
3.0 in
r 0.20 (unitless)
0.42 funitless)
0.13 infhr OK
1.06 ft3lsec
2.22 ft3lsec
1.16 h3lsec
Is there additional volume stored above the state -required temp. pool? N
Elevation of the top of the additional volume
163,33 fmsl
162.00 fmsl
151.75 fmsl
162.50 fmsl
161.50 fmsl
157:00 fmsl
156.00 fmsl
1:00 ft
(Y or N)
fmsl
HECEPWfED
AUG - 7 2012
DENR_FA
vbT7El'gt -F °iG101VAC OFflCE
Form SW401-Wet Detention Basin-Rev.9411ar12 Parts I. & II. Design Summary, Page 1 of 2

Permit No.
(to be provided by DINO)
v �� y _ .rat �,.. p� :- g r• -weA
if.,Dl=S1GNfINFQRMATlQN _ - �.1 5. d ,�. - t ,.�� �
Surface Areas
Area, temporary pool
39,640 fiz
Area REQUIRED, permanent pool
27,690 ftz
SAIDA ratio
- ., 1.50 (unitless)
Area PROVIDED, permanent pool, Apr
::, ":., 32,fi27 h`
OK
Area, bottom of 10ft vegetated shelf, A,.r �,
28,147 ftz
Area, sediment cleanout, top elevation (bottom of pond), Abt_ r
16.072 ft`
Volumes
Volume, temporary pool
49,383 ft'
OK
Volume, permanent pool, Vp,,,,_pd
113.752 ft3
Volume, forebay (sum of forebays if more than one forebay)
" 23.051 to
Foebay % of permanent pool volume
20.3% %
OK
SAIDA Table Data
Design TSS removal
90 %
Coastal SAIDA Table Used?
N. , (Y or N)
MountairVPiedmont SAIDA Table Used?
Y (Y or N)
SAIDA ratio
1.50 (unitless)
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
(Y or N)
Volume, permanent pool, Vr, M-P d
113,752 ft'
Area provided, permanent pool, A,, _,,d
32,527 ft`
Average depth calculated
_. It
Need 3 ft min.
Average depth used in SAIDA, d., (Round to nearest 0.5ft)
ft
Calculation option 2 used? (See Figure 10-2b)
-. Y , (Y or N)
Area provided, permanent pool, A.._,,,y
32,627 ft`
Area, bottom of 1 Oft vegetated shelf, Abd ,nqr
28.147 ft'
Area, sediment cleanout, top elevation (bottom of pond), Ab,,,,d
16.072 ft2
"Depth" (distance bAv bottom of 1 Oft shelf and top of sediment)
4.50 ft
Average depth calculated
:: 4.26 ft
OK
Average depth used in SA/DA, d. (Round to down to nearest 0.5ft)
" 4.5 ft
OK
Drawdown Calculations
Drawdown through orifice?
Y' „ = `' (Y or N)
Diameter of orifice (if circular)
° 3.00 in
Area of orifice (if -non -circular)
J.z
in
Coefficient of discharge (Co)
0.60 (unitless)
Driving head (Ho)
0,44 ft
Dmwdown through weir?
V N !. (Y or N)
Weir type
(unitless)
Coefficient of discharge (C.)
(unitless)
Lertgth of weir (L)
ft
Driving head (H)
1t
Pre -development 1-yr. 24-hr peak Flow
1.06 ft3lsec
Post -development 1-yr. 24-hr peak flow
2.22 ft3lsec
Storage volume discharge rate (through discharge or(fice or weir)
0.27 ft/sec
Storage volume drawdown time
2.10 days
OK, draws down in 2-5 days.
Additional Information
Vegetated side slopes
Vegetated shelf slope
Vegetated shelf width
Length of flowpath to width ratio
Length to width ratio
Trash rack for overflow & orifice?
Freeboard provided
Vegetated filter provided?
Recorded drainage easement provided?
Capures all runoff at ultimate build -out?
Drain mechanism for maintenance or emergencies is:
3 :1
OK
10 :1
OK
10.0 ft
OK
4 :1
OK
3.9 :1
OK
Y. ".
(YorN)
OK
1.1 ft
OK
W °;
,, (Y or N)
OK
Y
(Y or N)
OK
Y
(Y or N)
OK
VALVE IN OVERFLOW RISER
Form SW401-Wet Detention Basiri-Rev.9AI18r12 Parts I. & II. Design Summary, Page 2 of 2

Permit No.
(to be provided by 0WQ)
kTMXA
R'Aw
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part 111) must be printed, filled out and submitted along with all of the required information.
o�oF W A%,�pG
r
Ca <
I. PROJECT INFORMATION
E
s.
Project name
Valley End
Contact person
Jeffrey Nobles, PE
Phone number
91OA83-4300
Date
512312012
Drainage area number
B
1L DESIGN INFORMATION`
Site Characteristics
Drainage area
248,170 ftz
Impervious area, post -development
89,338 fe
% impervious
36.00
Design rainfall depth
1.0 in
Storage Volume: Non -SA Waters
Minimum volume required
Volume provided
Storage Volume: SA Waters
1.5" runoff volume
Pre-developmeni 1 -yr, 24-hrrunoff
Post -development 1-yr, 24-hr runoff
Minimum volume required
Volume provided
Peak Flow Calculations
Is the prelpost control of the 1 yr 24hr storm peak Flow required?
1-yr, 24-hr rainfall depth
Rational C, pre -development
Rational C. post -development
Rainfall intensity! 1-yr, 24-hr storm
Pr"ovelopmeni 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
Pre/Post 1-yr, 24-hr peak flow control
Elevations
Temporary pool elevation
Permanent pool elevation
SHWT elevation (approx. at the perm. pool elevation)
Top of 10ft vegetated shelf elevation
Bottom of 10ft vegetated shelf elevation
Sediment eleanoul. top elevation (bottom of pond)
Sediment cleanout, bottom elevation
Sediment storage provided
Is there additional volume stored above the state -required temp, pool?
Elevation of the top of the additional volume
7,734 ft3
8,260 ft3
OK, volume provided is equal to or in excess of volume required.
ft3
ft3
ft3
ft3
ft3
(Y or N)
3.0 in
0.20 (unitless)
0.45 (unitless)
0.13 irdhr OK
0.15 ft37sec
0.33 ft37sec
0.18 ft3lsec
158.20 fmsl
157.00 fmsl
146,79 fmsl
157.50 fmsl
166,50 fmsl
151.00 fmsl
150.00 fmsl
100 ft
N (Y or N)
fmsl
'39:1 lu"i•yr'
Form SW401-Wet Detention Basin-Rev.9,4118112 Parts I. S II. Design Summary, Page 1 of 2

Permit No.
(to be provided by D WQ)
II. DESIGN INFORMATION
Surface Areas
Area, temporary pool
7,723 ft'
Area REQUIRED, permanent pool
5,212 ft'
SAIDA ratio
2.10 (unitless)
Area PROVIDED, permanent pool, Ap, ,,
5,414 ft`
OK
Area, bottom of 10ft vegetated shelf, At,, ,,6,
3,979 ft'
Area, sediment cleanout, top elevation (bottom of pond), Ah,,,P d
918
Volumes
Volume, temporary pool
8,260 ft'
OK
Volume, permanent pool. VP,n,-Pcd
14,493 ft3
Volume, forebay (sum of forebays if more than one forebay)
2,937 ft3
Forebay % of permanent pool volume
20.3% %
OK
SAIDA Table Data
Design TSS removal
90 %
Coastal SAIDA Table Used?
N (Y or N)
Mountain/Piedmont SAIDA Table Used?
Y (Y or N)
SAIDA ratio
2.10 (unitless)
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-21b)
N (Y or N)
Volume, permanent pool. VP,,n,-Pw
14,493 ft'
Area provided, permanent pool, APWn1.PW1
5,414 ft'
Average depth calculated
ft
Need 3 ft min,
Average depth used in SAIDA, d ,,, (Round to nearest 0.5h)
ft
Calculation option 2 used (See Figure 10-2b)
Y (Y or N)
Area provided, permanent pool. APB n Pw
5,414 ft'
Area, bottom of 10ft vegetated shelf, Aw gg
3,979 ftL
Area, sediment cleanout, top elevation (bottom of pond), Ab,�_,r,a
918 ft2
"Depth" (distance bM bottom of 1 Oft shelf and top of sediment)
5.50 ft
Average depth calculated
3.82 ft
OK
Average depth used in SAIDA, d. (Round to down to nearest 0 51)
3.8 ft
OK
Drawdown Calculations
Drawdown through orifice?
Y (Y or N)
Diameter of orifice (if circular)
1.50 in
Area of orifice (if -non -circular)
in'
Coefficient of discharge (Ce)
0.66 (unitless)
Driving head (Ha)
0.40 ft
Drawdown through weir?
N (Y or N)
Weir type
(unitless)
Coefficient of discharge (C.)
(unitless)
Length of weir (L)
ft
Driving head (H)
ft
Pre -development 1-yr, 24-hr peak flow
0.15 Wisec
Post -development 1-yr. 24-hr peak flow
0,33 1`01sec
Storage volume discharge rate {through discharge orifice or weir)
004 ft'/sec
Storage volume drawdown time
2:56 days
OK, draws down in 2-5 days.
Additional Information
Vegetated side slopes
Vegetated shelf slope
Vegetated shelf width
Length of 8owpalh to width ratio
Length to width ratio
Trash rack for overflow & orifice?
Freeboard provided
Vegetated filler provided?
Recorded drainage easement provided?
Capures all runoff at ultimate build -out?
Drain mechanism for maintenance or emergencies is:
3 :1
OK
10 :1
OK
10.0 ft
OK
3 :1
OK
2.2 :1
OK
Y (Y or N)
OK
1.5 ft
OK
N (Y or N)
OK
Y (Y or N)
OK
Y (Y or N)
OK
VALVE IN OVERFLOW RISER
Form SW401-Wet Detention Basin-Rev.9-4118112 Paris I. & !I, Design Summary, Page 2 of 2

Permit No.
(to be provided by DWO)
AA �pF W A rE 9p
o
NCDENR a
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist {Part lli) must be printed, fiffed out and submitted along with all of the required information.
I. PROJECT INFORMATION
3
Project name Valley End
Contact person Jeffrey Nobles, PE
Phone number 910-4834300
Date 512312012
Drainage area number C
II. DESIGN INFORMATION
Site Characteristics
Drainage area 584,493 ftz
Impervious area, post -development 203,658 ftz
% impervious 34.84 %
Design rainfall depth 1.0 in
Storage Volume: Non -SA Waters
Minimum volume required
Volume provided
Storage Volume: SA Waters
1.5' runoff volume
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr, 24-hr runoff
Minimum volume required
Volume provided
Peak Flow Calculations
Is the pre/post control of the tyr 24hr storm peak flow required?
1-yr, 24-hr rainfall depth
Rational C, pre -development
Rational C, pest -development
Rainfall intensityi 1-yr, 24-hrstorm
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
Pre/Post 1-yr, 24-hr peak flow control
Elevations
Temporary pool elevation
Permanent pool elevation
SHWT elevation (approx. at the perm. pool elevation)
Top of 1 Cft vegetated shelf elevation
Bottom of 1 Oft vegetated shelf elevation
Sediment cleanout, lop elevation (bottom of pond)
Sediment cleanout, bottom elevation
Sediment storage provided
Is there addit+oval volume stored above the stale -required temp. pool?
Elevation of the top of the additional volume
17.710 n3
18,719 ft3
OK, volume provided is equai to or in excess of volume required.
ft3
ft3
ff3
n3
n3
(Y or N)
3.0 in
0.20 (unitless)
0.45 (unitless)
0,13 irllhr OK
0.34 n3fsec
0.76 n3fsec
0.42 ft3lsec
160.50 fmsl
159.00 fmsl
148.92 fmsl
159.50 fmsl
158.50 fmsl
154.00 fmsl
153.00 fmsl
1.00 ft
N (Y or N)
fmsl
V
F,
Form SW401-Wet Detention Basin-Rev.9-4118I12 Parts I, & It. Design Summary, Page 1 of 2

IM11
Permit No.
(to be provided by D WQ)
111. DESIGN INFORMATION -
Surface Areas
Area, temporary pool 18,719 ft'
Area REQUIRED, permanent pool 9,936 ft2
SAIDA ratio 1.70 (unitless)
Area PROVIDED, permanent pool, Aw,„ pw
10,091 ft,
OK
Area, bottom of 1 Oft vegetated shelf, Ab, Shea
7,961 e
Area, sediment cleanoul, top elevation (bottom of pond), A� m a
154 ft2
Volumes
Volume, temporary pool
18,719 ft'
OK
Volume, permanent pool, Vpe--md
31 ft3
Volume, forebay (sum of forebays if more than one forebay)
6,192 ft3
Forebay % of permanent pool volume
20.6% %
OK
SAIDA Table Data
Design TSS removal
90 %
Coastal SAIDA Table Used?
N (Y or N)
Mountain/Piedmont SAIDA Table Used?
Y (Y or N)
SAIDA ratio
1.70 (unitless)
Average depth (used in SAIDA table):
Calculation option 1 used? {See Figure 10.2b)
N {Y or N)
Volume, permanent pool, V,--,d
30,041 ft'
Area provided, permanent pool, Ap.„ c.
10.091 ft,
Average depth calculated
ft
Need 3 ft min.
Average depth used in SAIDA, d., (Round to nearest 0.5ft)
ft
Calculation option 2 used? (See Figure 10-21
Y (Y or N)
Area provided, permanent pool, Ate, P,,
10,091 ft,
Area, bottom of 10ft vegetated shelf, Aba Or
7,961 ft2
Area, sediment cleanout, top elevation (bottom of pond), At,_,,,
154 ft2
"Depth" (distance b)w bottom of 1 Oft shelf and top of sediment)
4.50 ft
Average depth calculated
4.37 It
OK
Average depth used in SAIDA, dM, (Round to down to nearest 0.5ft)
4.5 It
OK
Drawdown Calculations
Drawdown through orifice?
Y [Y or N)
Diameter of orifice (if circular)
2,00 in
Area of orifice (it -non -circular)
in
Coefficient of discharge (Cr))
0.60 [unitless)
Driving head (1
0.50 ft
Drawdown through weir
N (Y or N)
Weir type
(unitless)
Coefficient of discharge (Cw)
(unitless)
Length of weir (L)
ft
Driving head (i
ft
Pre -development 1-yr, 24-hr peak flow
034 ft3lsec
Post -development 1 •yr, 24-hr peak flow
0.76 ft"Isec
Storage volume discharge rate (through discharge orifce or weir)
0,07 ft3lsec
Storage volume drawdown time
292 days
OK, draws down in 2-5 days.
Additional Information
Vegetated side slopes
3 :1
OK
Vegetated shelf slope
10 :1
OK
Vegetated shelf width
10.0 ft
OK
Length of Flowpath to width ratio
3 :1
OK
Length to width ratio
28 :1
OK
Trash rack for overflow & orifice?
Y (Y or N)
OK
Freeboard provided
ft
Vegetated filler provided?
N (Y or N)
OK
Recorded drainage easement provided?
Y (Y or N)
OK
Capures all runoff at ultimate build -out?
Y (Y or N)
OK
Drain mechanism for maintenance or emergencies is:
VALVE IN OVERFLOW RISER
Form SW401-Wet Detention Basin-Rev.9-4118112
Parts I, & It. Design Summary. Page 2 of 2

Permit No
(to be provided by DWQ)
III-RgQUIRED?ITEMS CI-ECKI-'I&T
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Page/ Plan
Initials Sheet No.
CO3-04 1. Plans (1" - 50' or larger) of the entire site showing:
Design at ultimate build -out,
- Off -site drainage (if app1cable),
- Delineated drainage basins (include Rational C. coefficient per basin),
Basin dimensions,
- Pretreatment system,
- High How bypass system,
Maintenance access,
Proposed drainage easement and public right of way (ROM,
Overflow device, and
- Boundaries of drainage easement.
Y-` ' C17 2. Partial plan (1" = 30' or larger) and details for the wet detention basin showing:
- Outlet structure with trash rack or similar,
- Maintenance access,
Permanent pool dimensions,
Forebay and main pond with hardened emergency spillway.
Basin cross-section,
Vegetation specification for planting shelf, and
- Filter strip.
C17,C18,C19 3. Section view of the wet detention basin (1" = 20' or larger) showing:
- Side slopes, 3:1 or lower,
- Pretreatment and treatment areas, and
- Inlet and outlet structures.
C05,C06 4. If the basin is used for sediment and erosion control during construction, clean out of the basin is specified
on the plans prior to use as a wet detention basin.
Calcs Pkge
5. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for forebay,
to verify volume provided.
-)n
C05,C06
6. A construction sequence that shows how the wet detention basin will be protected from sediment until the
entire drainage area is stabilized.
Calcs Pkge
7. The supporting calculations.
Included
8. A copy of the signed and notarized operation and maintenance (O&M) agreement.
Included
9. A copy of the deed restrictions (if required).
Included
10. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. County
soil maps are not an acceptable source of soils information.
Form SW401-Wet Detention Basin-Rev.9-4/18112 Part III. Required Items Checklist, Page 1 of 1

8719 FILED
OSi z 8� 0 B 1 q PG Q 8 12 cunnaJ. LEE WARCOUNTY
EN � R NC
_ REGISTER QF DEEDS
FILED Sep 13, 2011
AT 11.-09:00 am
BOOK 06719
START PAGE 0812
END PAGE 0814
INSTRUMENT # 29737
RECORDING $25,00
EXCISE TAX $1,000.00
a
NORTH CAROLINA GENERAL WARRANTY DEED
Excise Tax: S 1,000.00
Parcel Identifier No. Verified by County on the _____ day of , 20—
MailBox to: Jennifer Kirby Finches PLLC, 5509 Yadkin Road, Fayetteville, NC 28303 P - N 5 _ 11
This instrument was prepared by- Jennifer Kirby Fincher PLLC 5509 Yadkin Road, Fayetteville, NC 28303
Brief description for the Index: 25 ACRES, ROCKFISH TOWNSHIP
THIS DEED made this 7th day of - SS!tember 2p I I by and between
GRANTOR GRANTEE
Barbara M. Johnson St. James Square, Inc.
6834 Camden Road 'P.a .rao K (,Vi
Fayetteville, NC 28306 Fc' � e+("p v, Ile"
Enter in appropriate block for each Grantor and Grantee: name, mailing address, and, if appropriate, character of entity, e.g.
corporation or partnership,
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns, and shall include
singular, plural, masculine, feminine or neuter as required by context.
WITNES SETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby acknowledged, has and
by these presents does grant, bargain, sell and convey unto the Grantee in fee simple, all that certain lot or parcel of land situated in the
Ciryof Fayetteville I Rockfish Township, Cumberland County, North Carolina
and more particularly described as follows:
See attached Exhibit "A"
The property hcreinabove described was acquired by Grantor by instrument recorded in Book page
All or a portion of the property herein conveyed — includes or )C_ does not include the primary residence of a Grantor,
A trap showing the above described property is recorded in Plat Book page
NC Bar Association Farm No. 3 A 1976. Revised O t1112010
Printed by Agreement with The NC Ru Assnciatim
RECEIVED
AUV — 7 2012
DENR-FAYETTEVILLE REGIONAL OFFICE

8719
0813
gKo 811 9 PGO 81 3
00" . . 1
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to the Grantee in
fee simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple, has the right to convey the same in fec
simple, that title is marketable and free and clear of all cacutnbrauces, and that Grantor will warrant and defend the tide against the
lawful claims of all persons whomsoever, other than the following exceptions:
IN WITNESS WHEREOF, the Grantor has duly executed the foregoing as of the day and year firstabovewritte .
U / ( SEAL
(Entity Name) Printn ype Name: Barbara V Yohnson
By:
(SEAL)
Printi7ype Name & Title: Print/Type Name:
By: (SEAL)
PrinVType Name & Title: Printfrype Name:
By: _ (SEAU
Printrrype Name & Title: PrinuType Name:
State of North Carolina .. County or City of Cumberland R
1, the undersigned Notary Public of the County or City of Cumberland and State aforesaid, certify that
Berta M Johnson _ .rr�t�.,.. personally appeared before mettvsdayand
acknowledged the due execution of the foregoing imtrurpd)l tr kr therein expressed. Witness my hand and Notarial stamp or
seal this 7th day of September
•"' ''•
o • pZ
esPAY
My Commission Expires: �" 2 ` (e N ��,G Ci - tC1 1u1Vi - y�jOL Notary Public
(Affix Seal) AC) y:, . �� �? Notary's Printed or Typed Name
ZC'
State of - County or City*,
1, the undersigned Notary Public of the County or
of
?"W and State aforesaid, certify that
personally came before me this day and acknowledged that _he is the
a North Carolina or
corporatiordlimited liability company/general partnershiphimited partnership (strike through the inapplicable), and that by authority
duly given and as the act of such entity, _he signed the foregoing instrument in its name on its behalf as its act and deed. Witness
my band and Notarial stamp or seal, this day of . 20_.
Icy Commission Expires: Notary Public
(Affix Seal) Notary's Printed or Typed Name
State of - Countyor City of
I, the undersigned Notary Public of the County or City of and State aforesaid, certify that
Witness my hand and Notarial stamp or seal, this day of , 20_.
My Conunission Expires:
(Affix Seal)
NC Bar Association Fv No. 3 ® 1976, Revised ® umot0
Printed by Ap==N - ith the NC Bar Association
Notary Public
Notary's Printed or Typed Name

W , - �`;
8719
OB14 9K o i I a PG $ I
Exhibit "A"
Br7C1N14NQ at a stake Ulm Eastern margin of ■
tract of which this fa A ¢art, being the Southeast
corner of fat Number 3-A, and running thenci with add
old line South 1 degree I minutes West k c4sins and 75
links to a stake; thence Earth 87 degrees West 36 chains
and 50 links to a atalu 'i the old line, in Reedy Branch,
with pointers; thence wi said old line North 1 degree
30 minutes East 6 chains A ad 7y links to a stake, with
pointers, the Southwest cc rner of for Number 3-B; thence
With the South line of it and lot Number 3-A 36 chains
and 50 Links to the iegin to&, containing 24.3 acres, .
Being. Lot number 4 allott to W; D. Ratly is the
division of the lands of alto Utley, decedied, In i
proceeding entitled S.'N. ryant Cs Parca;bgfore the
Clark of the Superior Lou t of Cumberland•Pquntr. and
being the same land desar ad in the deed dated Drceaber 11,
1948 from if,
B. Maulteby d wife Pearl Maulcsby to R, M.
Manning and wife. Bertha nin$.:of recotoIn Book 529,
Page 220 is the office of the Ragiater of Deeds for
Cumberland Couary, North around.
"Grantor reserves the right to harvest an merchantable timber on property for A period not
eaeeeding one (1) year, laid right e:piring on February s, 2412. Grantor further guarantees that Ali
timber harvested from sold property shall be cut to a stump height not to muted 6 inches."

8719
0812
BK 0 81 1 q PG 0 812
FILED
CUMBERLAND COUNTY NC
J. LEE WARREN, JR.
REGISTER O�QS
FILED Sep 13, 2011
AT 11:09100 am
BOOK 08719
START PAGE 0812
END PAGE 0814
INSTRUMENT # 29737
RECORDING $25.00
EXCISE TAX $1,000.00
DJ
NORTH CAROLINA GENERAL WARRANTY DEED
Excise Tax: $ 1,000.00
Parcel Identifier No. Verified by County on the _ day of , 20—
Mail/Box to: Jennifer Kirby Fincher PLLC, 5509 Yadkin Road, Fayetteville, NC 28303 P - 1,45 - �t
This instrument was prepared by: Jennifer Kirby Fincher PLL.0 5509 Yadkin Road Fayetteville, NC 28303
Brief description for the Index: 25 ACRFS, ROCKFISH TOWNSHIP
THIS DEED made This 7th day of September 2011 by and between
GRANTOR GRANTEE
Barbara M.Johnson
6834 Camden Road
Fayetteville, NC 28306
St. James Square, Inc.
P.-O .;?,o x 1,loc[
Fc,�e+fP,j, Ile, tIc 2FZot
Enter in appropriate block for each Grantor and Grantee: name, mailing address, and, if appropriate, character of entity, e.g.
corporation or partnership.
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns, and shall include
singular, plural, masculine, feminine or neuter as required by context.
WTTNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby acknowledged, has and
by these presents does grant, bargain, scLl and convey unto th'e Grantee in fee simple, all that certain lot or parcel of land situated in the
Cityof Fayetteville I Rockfish Township, Cumberland County, North Carolina
and more particularly described as follows:
See attached Exhibit "A"
The property hereinabove described was acquired by Grantor by instrument recorded in Book page
Aft or a portion of the properly herein conveyed _ includes or )�_ does not include the primary residence of a Grantor,
A map showing the above described property is recorded in Plat Book page
NC Bar Association F4um No. 3 ® 1976. Revised O U1R010
Printed by Agreement with the NC Her Ass iatim
RECEIVED
AUG - 7 2012
DENR-FAYETTEVILLE REGICNAL OFFICE

8719
0813
BK0$1Iq ?G08I3
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to the Grantee in
fee simple.
And the Grantor covenants with the Grantce, that Grantor is seized of the premises in fee simple, has the right to convey the same in fee
simple, Ihat 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, other than the following exceptions:
IN WITNESS WHEREOF, the Grantor has duly executed the foregoing as of the day and year
�ffi-rsst7aboM��
f/ / t • SEAL
(Entity Name) Print/Ijype Name: Barbara ohnson
By:
(SEAL)
Print/Type Name & Title: Printrrype Name:
By: (SEAT..)
Print/rype Name & Title: Print/Typo Name:
By: SEAL
Print/Type Nana & Title: Print/Type Name:
Slate of North Carolina County or City of Cumberland
I, the undersigned Notary Public of the County or City of Cumberland and State aforesaid, certify that
Barbara M_ Johnson rk4 `g0110 to personally appeared before me thisday and
acknowledged the due execution of the foregoing instrurpC _for fik tf therein expressed. Witness my hand and Notarial stamp or
seal this 7th day of September
My Commission Expires: �3 - .2
(Affix Seal) l 1 j� • 1
Y
t(L,t•tkM GUI'Notary Public
QV�� s,2 : Notary's Printed or Typed Name
State of - County or City di,
1, the undersigned Notary Public of the County or Z!fOl le", and State aforesaid, ecrtify that
personally came before me this day and acknowledged that _he is the
of , a North Carolina or
corporation/limited liability company/general partnershiptlimited partnership (strike through the inapplicable), and that by authority
duty given and as the act of such entity, _he signed the foregoing instrument in its name on its behalf as its act and deed. Witness
my hand wd Notarial stamp or seal, this day of 20_
My Canvnission Expires: Notary Public
(Affix Sea* Notary's Printed or Typed Name
State of - County or City of
I, the undersigned Notary Public of the County or City of and State aforesaid, certify that
Witness my hand and Notarial stamp or seal, this day of
My Commission Expires:
(Affix Seal)
NC Bar Assmiadon Fam No. 3 ® 1975, Revised© tlt20t0
Printed by Agrutnenr with the NC Bar Association
20_.
Notary Public
Notary's Printed or Typed Name

! N-
8719
0814
BKQ 81 I q PGO 8 14
Exhibit "A"
13WINNIN0 at a stake
tract of which thin I a
corpse of Lot Number 3-A,
old line South 1 degree 3i
Links to a stake; thence I
and 50 linke to a stake'ii
with pointers; thence wit;
30 minutes East 6 chaiaa �
pointers, the Southwest a
wirh the South line of it
and 50 links to the Yagini
Bsing. lot number 4 allatt.
division of the lands of I
proceeding entitled R.'H.
Clark of the Superior Cow
being the same land darner,
1948 from 1t. B. Maultsby i
Manning and wife, Bertha 1
Page 220 in the offiee of
Cumberland County, North I
a the Eastern margin of ■
r.. being the Southeast
nd running theoci with said
minutes Wear. 6, chains and 75
rth 87 degrees Wiet 36 chains
the old line, !o Reedy Branch,
said old line North 1 degree
d 7f links to ■ stake, with
nor of lot ;lumber 3-0, themes
nd Lot auaber 3-A 36 chains
ng, containing 24.5 acres, .
to W: B. Ratloy in the
Its siEley, deca/isd, in i
ryant 9z Parts;bgfore the''
of 6mbsrland,Qauncy, and
ad L4 the dead,dated December 11.
d wife Pearl Maultsby to R. M.
nning,; of reaaO ,in Book 529,
he Register of Desch for
rolioa.
"Grantor reserves the right to harvest all merchantable timber on property for ■ Period 001
e>tce¢dlog oas (1) year, said right cipiring on February 1, 2012. Grantor further gaarantea that all
timber harvested from Said property shsp be cat to a stomp height not to sicced 6 lnchcs."