SW6120703_HISTORICAL FILE_20120823

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW �I_A e�l zff)
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
DOC DATE
L2 _9 S?�i',�
YYYYMMDD

DEAR -FRO,
A" ��—
NECDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
Mr. John Birath
Harnett County Schools
1500 South Main Street
Lillington, NC 27546
Division of Water Quality
Charles Wakild, PE
Director
August 20, 2012
Subject: Stormwater Permit No. SW6120703
Highland Middle School
Overall Low Density Residential Subdivision with Infiltration Basins
Harnett County
Dear Mr. Birath:
AUU z 1 2012
r)W0
Dee Freeman
Secretary
The Stormwater Permitting Unit received a complete Stormwater Management Permit Application for
Highland Middle School on August 18, 2012 after requesting additional information on July 25, 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. SW6120703, dated August 20, 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 August 19, 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.
If you have any questions, or need additional information concerning this matter, please contact Brian
Lowther at [phone], or [e-mail].
Sincerely,
ZAI�01
for Charles Wakild, PE
cc: Fayetteville Regional Office
SW6120703 File
ec: David Arnold — Timmons Group
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] Customer Service: 1-877-623-6748
Internet: www.ncwaterquality.org
An Equal Opportunity l Aff rmalive Action Employer
Nne
orthCarolina
Naturallay

State Stormwater Permit
Permit No. SW6120703
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
OVERALL LOW DENSITY SUBDIVISION DEVELOPMENT
WITH POCKETS OF HIGH DENSITY
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
Harnett County Schools
Highland Middle School
SE of intersection of Buffalo Lake Road and Roberts Road, Sanford
Harnett County
FOR THE
construction, operation.and maintenance of three (3) Infiltration basins(s) in compliance
with the provisions of Session Law 2006-246 and 15A NCAC 2H .1000 (hereafter
referred to as the "stormwater rules') and the approved stormwater management plans
and specifications and other supporting data as attached and on file with and approved
by the Division of Water Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until August 16, 2020 and shall
be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. The overall tract built -upon area percentage for the project must be maintained at
24% per the requirements of Session Law 2006-246 of the stormwater rules.
This project is permitted for a maximum of 444,816 square feet of BUA.
3. The stormwater systems proposed to treat the runoff generated by the
designated high density areas have been approved for the management of
stormwater runoff as described in Section 1.6 of this permit.
4. The low density portions of this project will maintain a minimum 30 foot wide
vegetated buffer between all impervious areas and surface waters.
5. Within the low density portions of the permitted project, the only runoff
conveyance systems allowed will be vegetated conveyances such as swales with
minimum side slopes of 3:1 (H:V) as defined in the stormwater rules and as
shown on the approved plan.
Page 1 of 7

State Stormwater Permit
Permit No. SW6120703
6. The following design elements have been permitted for this infiltration basin
stormwater facility, and must be provided in the system at all times.
a. Drainage Area, acres:
Onsite, ft .
Offsite, ft2:
b. Total Impervious Surfaces, ft2:
Lot BUA, ft
Roads/Parking, ft2:
Other, ft2:
Offsite, ft2:
c. Design Storm, inches:
d. TSS removal efficiency:
e. Basin Design Depth:
f. Bottom Elevation, FMSL:
g. Surface Area, ft2:
h. Bypass Weir Elevation, fmsl:
i.. Permitted Storage Volume, ft3:
j. Type of Soil:
k. Expected Infiltration Rate, inlhr
I. Seasonal High Water Table, fmsl
m. Time to Draw Down, hrs:
n. Receiving Stream 1 River Basin:
o. Stream Index Number:
p. Classification of Water Body:
II. SCHEDULE OF COMPLIANCE
6.8
1.8
6.0
296,076
79,330
262,220
0
0
0
134,802
51,338
155,177
106,828
0
40,853
15,080
49,005
90,319
12,894
2,333
24,005
0
0
0
1 (designed for 2.5 inches)
85%
5'
4'
2.5'
418'
419'
414'
21,241
7,844
416.5'
no bypass
74,426
15,334
42,956
La B
24
416'
415'
411'
24
124
24
McLeod 1 Cape Fear
18-23-29-1
„C„
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 required 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-requ irerrments.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 runoff from all built -upon area within the drainage area of the pocket of high
density permitted stormwater system must be directed into the permitted
stormwater control system.
Page 2of7

State Stormwater Permit
Permit No. SW61 20703
7. Within the low density portions of the permitted project, all roof drains shall
terminate at least 30 feet from the mean high water mark of surface waters.
8. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area.
e. Further subdivision, acquisition, or sale of all or part of the project area.
The project area is defined as all property owned by the permittee, for
which Sedimentation and Erosion Control Plan approval or a CAMA Major
permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
9. The Director may determine that other revisions to the project should require a
modification to the permit.
10. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of completion of
construction.
11. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
must be recorded showing all such required easements, in accordance with the
approved plans.
12. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
13. 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.
14. 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.
15. Permanent seeding requirements for the stormwater control must follow the
guidelines established in the North Carolina Erosion and Sediment Control
Planning and Design Manual.
16. 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.
17. 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).
Page 3 of 7

State Stormwater Permit
Permit No. SW6120703
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 and
specifications.
f. Debris removal and unclogging of structures, orifice, catch basins and
piping.
g. Access to all components of the system must be available at all times.
18. 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.
19. 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.
20. 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.
III. GENERAL CONDITIONS
This permit is not transferable to any person or entity except after notice to and
approval by the Director. In the event there is either a desire for the facilities to
change ownership, or there is a name change of the Permittee, a completed
"Name/Ownership Change Form" must be submitted to the Division of Water
Quality, signed by the parties involved, along with the applicable documents as
listed on page 2 of the form. The project must be in good standing with DWQ.
The approval of this request will be considered on its merits and may or may not
be approved.
2. The permittee is responsible for compliance with all of the terms and conditions
of this permit until such time as the Director approves the transfer request.
3. 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), which have jurisdiction.
5
In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance-conditions,_the-P-ermittee-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 permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and re -issuance or
termination does not stay any permit condition.
7. Permittee grants permission to staff of the DWQ to access the property for the
purposes of inspecting the stormwater facilities during normal business hours.
Page 4 of 7

State Stormwater Permit
Permit No. SW6120703
8. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
9. The permittee shall notify the Division in writing of any name, ownership or
mailing address changes within 30 days.
10. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction.
11. The permittee shall submit a renewal request with all required forms and
documentation at least 180 days prior to the expiration date of this permit.
Permit issued this the 20th day of August 2012.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
o A�
for Charles Wakild, PE, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

State Stormwater Permit
Permit No. SW6120703 '
Highland Middle School
Stormwater Permit No. SW6120703
Harnett County
Designer's Certification
Page 1 of 2
as a duly registered in
the State of North Carolina, having been authorized to observe (periodically/weekly/full
time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in `the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is a part of this Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
Page 6of7

State Stormwater Permit
Permit No. SW6120703
Certification Requirements:
Page 2 of 2
_1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
-3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf, a
forebay, and the vegetated filter.
15. The required dimensions of the system are provided, per the approved
plan.
Please submit this Designer's Certification to: Fayetteville Regional Office
Surface Water Protection
225 Green Street
--- ----Systel-Building_Suite-7-14
Fayetteville, NC 28301
Page 7 of 7

NCDENR
North Carolina Department of Environment and
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, RE,
Governor Director
July 25, 2012
Mr. David Arnold, PE
Timmons Group
5410 Trinity Road, Suite 112
Raleigh, NC 27607
Natural Resources
Subject: Request for Additional Information
Stormwater Project No. SW6120703
Highland Middle School
Harnett County
Dear Mr. Arnold:
DE4 R—FRO
JUL 3 0 2012
Dee Freeman
Secretary
The Division of Water Quality Central Office received a request to modify the Stormwater Management Permit for the subject
project on July 23, 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. While the project built upon area is less than 24%, vegetated conveyances must be used to the maximum extent
practicable. in areas where the stormwater does not flow to a 8MP (85% TSS removal), vegetative conveyances or sheet
flow must be used. The only piping allowed in these areas is for under a road or at a curb outtet to a curb outlet Swale.
Please revise the plans to either include another BMP or limit the amount of piping in these areas.
2. Please include the Ili. Required Items Checklist for each Supplement form. It can be found as one of the tabs in the
excel file.
3. Please provide a Low Density Supplement form.
4. Please provide Swale details on the plans.
5. Please include a plansheet of the overall project area and make sure to include any wetlands or surface waters. If no
wetlands are on the site please include a note saying none exist on site and/or adjacent property.
6. The plans for shows curbs around the parking lots but there are no curb cuts or drop inlets. Please provide more
information on how stormwater will get to the infiltration basins.
7. Please show proposed drainage easements and public right of way on the plans.
The requested information should be received by this Office prior to August 10, 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 send your request, including date by which you expect to submit the
required information, to my attention. The Division is allowed 90 days from the receipt of a completed application to
issue the permit.
Please reference the State assigned project number on all correspondence. New original documents must be provided and
copies are not acceptable. If you have any questions concerning this matter feel free to contact me at [phone] or
brian,([e-mail].
Sincerely,
Brian Lowther
En-rronmental Er5inccr
cc: &ayettevilte,RegionaL-Office
Stormwater Permitting Unit Files
ec: John Birath, Director of Facilities, Planning, and Construction
lhlet'ands and S1orm:sater Branch .one
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 NorthCarolina
Locaron: 612 N. Salisbury St, Rale.ich, North Carol;na 27bD4 Phone: 919�07-63001 FAX: [phone] Aqturally
Internet: www.ncwaterguality.orq

�nja
NC®ENR
North Carolina Department of Environment and
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P.E.
Governor
Mr. David Arnold, PE
Timmons Group
5410 Trinity Road, Suite 112
Raleigh, NC 27607
Dear Mr. Arnold:
Director
July 25, 2012
Natural Resources
Subject: Request for Additional Information
Stormwater Project No. SW6120703
Highland Middle School
Harnett County
Dee Freeman
Secretary
The Division of Water Quality Central Office received a request to modify the Stormwater Management Permit for the subject
project on July 23, 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. While the project built upon area is less than 24%, vegetated conveyances must be used to the maximum extent
practicable. In areas where the stormwater does not flow to a BMP (85% TSS removal), vegetative conveyances or sheet
flow must be used. The only piping allowed in these areas is for under a road or at a curb outlet to a curb outlet swate.
Please revise the plans to either include another BMP or limit the amount of piping in these areas.
2. Please include the III. Required Items Checklist for each Supplement form. It can be found as one of the tabs in the
excel file.
3. Please provide a Low Density Supplement form.
4. Please provide-swate details on the plans.
5. Please include a plansheet of the overall project area and make sure to include any wetlands or surface waters. If no
wetlands are on the site please include a note saying none exist on site and/or adjacent property.
6. The plans for shows curbs around the parking lots but there are no curb cuts or drop inlets. Please provide more
information on how Stormwater will get to the infiltration basins.
7. Please show proposed drainage easements and public right of way on the plans.
The requested information should be received by this Office prior to August 10, 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 send your request, including date by which you expect to submit the
required information, to my attention. The Division is allowed 90 days from the receipt of a completed application to
issue the permit.
Please reference the State assigned project number on all correspondence. New original documents must be provided and
copies are not acceptable. If you have any questions concerning this matter feel free to contact me at [phone] or
brian.lowtherCancdenr. gov.
Sincerely,
Brian Lowther
Environmental Engineer
cc: Fayetteville Regional Office
Stormwater Permitting -Unit Files
ec: John Birath, Director of Facilities, Planning, and Construction
W6 lands and Stcrmwatc: Branch One
1617 Mail Service Center, Ralei h, North Carolina 27699-1617 NorthCaroliina
Location: 512 N. Salisbury St. Raieigh, North Carolira'zi604 Ad"11711Y
Phone: 91M07.63001 FAX: [phone]
Internet: www.ncwalerqualitY.orq

Application Completeness Review
Cie/ First Submittal ❑ Re -submittal Date Received: 9 Zs IZ Date Reviewed: Z h By BCL
Development/Project Name: M r
Receiving stream name M, L.Q classification: C
For post -construction requirements, a program will be deemed compliant for the areas where it is
implementing any of the following programs: WS-I, WS-II, WS-III, WS-IV, HQW, ORW, Neuse River Basin
NSW, Tar -Pamlico River Basin NSW, and the Randleman Lake Water Supply Watershed Nutrient
Management Strategy.
High Density Projects that require a 401/404 within an NSW require 85% TSS, 30% TN and 30% TP removal.
T&E Species (Goose Creek, Waxhaw Creek or Six Mile Creek Water Sheds)
Latitude and Longitude: ss ° I V i 9 " 77' &V z t 1,
Project Address: !3 ,.( 4.4 A -Ili
Engineer name and firm: 17h,.: PAIA- t . '?
Jurisdiction N..,wth T SAC
❑ Low Density (no curb and gutter) ❑ Low Density with curb and gutter outlets ❑ High Density ❑ Other
❑ 401/404 impacts to surface waters, wetlands, and buffers (add language to'cover letter and/or addinfo letter)
er' BUA C 'l.
[� Check for $505.00 included
r' Original signature (not photocopy) on application
❑ Legal signature (Corporation-VP/higher, Partnership -General Partner/higher, LLC-member/manager, Agent).
I Check spelling, capitalization, punctuation: htip://www.secretary.state.nc.us/corporations/thepage.aspx
If an agent signs the application, a signed letter of authorization from the applicant must be provided which
includes the name, title, mailing address and phone number of the person signing the letter.
Nh ❑ For subdivided projects, a signed and notarized deed restriction statement
V Sealed, signed & dated calculations
❑ Correct supplement and O&M provided for each BMP on site (check all that were provided & number of each)
❑ Bioretention
❑ Dry Detention Basin
❑ Filter Strip
❑ /Grass
Swale
[
Infiltration Basin
❑
Infiltration Trench
❑
Level Spreader
ct
Permeable Pavement
❑
Restored Riparian Buffer
❑ Rooftop Runoff Management
❑ Sand Filter
❑ Stormwater Wetland
❑ Wet Detention Basin
❑ Low Density
❑ Curb Outlet
❑ Off -Site
❑ NCDOT Linear Road
tY Two sets of sealed, signed & dated layout & finish grading plans with appropriate details
o�Narrative Description of stormwater management provided
Soils report provided
Wetlands delineated or a note on the plans that none exist on site and/or adjacent property
Details for the roads, parking area, cul-de-sac radii, sidewalk widths, curb and gutter;
[� Dimensions & slopes provided
Drainage areas delineated ❑ Pervious and impervious reported for each ❑ Areas of high density
Inspection and maintenance agreements provided
C4 Application complete ❑ Application Incomplete Returned: (Date)
Comments .r���c.,...� CL.�cIL -.� wet'j 7
February 9, 2009 Revision

SL 2006-246 Section 9 Post Construction Requirements for Non -Coastal Counties
Low -density projects
❑ No more than two dwelling units per acre or 24% built -upon area;
J Vegetated conveyances to the maximum extent practicable;
❑ Built -upon areas at least 30 feet lanaward of perennial and intermittent surface waters;
❑ Deed restrictions, protective covenants, and/or other restrictive language/measures.
High density projects
❑ Control and treat runoff from the first one -inch of rain.
❑ Runoff volume drawdown time must be a minimum of 48 hours, but not more than 120 hours;
r., Discharge the storage volurne at a rate equal to or less than the predeve!opment discharge rate for the
one-year, 24-hour storm.
❑ Achieve 85% average annual removal of total suspended solids.
❑ For BMPs that require a separation from the seasonal high-water table (SHWT), the separation shall include
at least 12 inches of naturally occurring soil above the SHWT.
a Stormwater management measures must comply with the General Engineering Design Criteria For All
Projects requirements listed in 15A NCAC 2H .1008(c)-,
• All built -upon areas are at least 30 feet landward of perennial and intermittent surface waters;
❑ Deed restrictions, protective covenants, and/or other restrictive language/measures
❑ Provide a mechanism to require long-term operation and maintenance of Best Management Practices
Goose Creek, Six Mile Creek and Waxhaw Creek Watersheds
Buffer Requirements
fl Undisturbed riparian buffers within 200 feet of water bodies within the 100-Year Floodplain and within 100 feet
of water bodies that are not within the 100-Year Floodplain. Exceptions to the undisturbed buffer
requirements are set forth in 15A NCAC 026 .0607
Stormwater Controls as required by 15A NCAC 02B .0602
❑ Control and treat the difference between the pre -development and post -development conditions for the one-
year, 24-hour storm with structural controls.
❑ Development and redevelopment shall implement stormwater management measures that promote infiltration
of flows and ground water recharge for the purpose of maintaining stream base flow.
❑ 85% average annual removal of total suspended solids.
❑ Draw down the treatment volume no faster than 48 hours, but no slower than 120 hours, for detention ponds.
❑ Discharge the storage volume at a rate equal or less than the pre -development discharge rate for the one-
year, 24-hour storm.
❑ Meet design or stormwater management measures set forth in 15A NCAC 2H .1008.
High Density Projects that require a 401/404 within an NSW
❑ 85% TSS
D 30% TN
❑ 30% TP
February 9, 2009 Revision

DVVQ USE ONLY
Date Received Fee Paid Permit Number
Applicable Rules: ❑ Coastal SW —1995 ❑ Coastal SW — 2008 ❑ Ph II - Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M mt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
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.):
Hi land Middle School
2. Location of Project (street address):
SE of intersection of Buffalo Lake Road and Roberts Road
City:Sanford County:Harnett Zip:27332
3. Directions to project (from nearest major intersection):
Heading south on Buffalo Lake Road from the US Hwy 27(Buffato Lake Road intersection Highland
Elementary School will be approximatley 1.8 miles on the left. Site is approximatley 1,000 feet east of existing
Highland Elementary School.
4. Latitude:350 18' 19" N Longitude:790 02' 21" W of the main entrance to the project.
H. 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
3. If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application, list the stormwater project number, if
assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major ®Sedimentation/Erosion Control: 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:
C��SDbCs �
�� r
JUL % 1.0i:! ?
i
Form SWU-101 Version 07Jun2010 Page I of 6

III. CONTACT INFORMATION
1, a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Applicant/Organization:Harnett County Schools _
Signing Official & Titlejohn Birath - Director of Facilities, Planning, and Construction
b.Contact information for person listed in item la above:
Street Address:1500 South Main Street
City:Lillington State:NC Zip:27546
Mailing Address (if applicable):P.O. Box 1029
City:Lillington State:NC Zip:27546
Phone: (910 w 893-4808 x 25 _ Fax: (910 _) 893-1100
Email:jbirath@harnett.k12,nc.us
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 & Ti
b.Contact information for person listed in item 2a above:
Street Address:
City:
Mailing Address (if applicable):
City:
Phone: {_ A.
Email:
State: Zi
State:
Fax:
ZID:
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person /Organization:Tirnmons Group
Signing Official & Title:David Arnold, PE - Project Engineer _
b.Contact information for person listed in item 3a above:
Mailing Address:5410 Trinity Road, Suite 112
City:R leigh State:NC Zip:27607
Phone: (919 _)_ 866-4938 Fax: [phone]
Email:[e-mail]
4. Local jurisdiction for building permits: Harnett County -
Point of Contact:Amanda Bader Phone #: [phone]
Form SWU-101 Version 07Jun2010 Page 2 of 6

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated,
On -site stormwater runoff in locations with new built upon area will be collected into a storm drainage
network and routed to three proposed infiltration basins These infiltration basins have been sized to treat 2.5
times the required treatement volume thus eliminating the need for an offline bypass or vegetative filter strip.
On -site stormwater runoff in locations with no build upon area will be routed through grassed swales and
discharged offsite.
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:
El Coastal SW — 1995 ❑ P II — Post Construction
3. Stormwater runoff from this project drains to the Cape Fear _ _ River basin.
4. Total Property Area: 170.81 acres 5. Total Coastal Wetlands Area:2_acres
6. Total Surface Water Area: acres
7. Total Property Area (4) —Total Coastal Wetlands Area (5) — Total Surface Water Area (6) = Total Project Area':
170.81 acres
Total project area shall be calculated to exclude thefollowing: the normal pool of imppoounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water (NHW) line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHIrJ) line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landwardof the NNW (or MHW) line may be
included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 6
9. How many drainage areas does the project have?l (For high density, count I for each proposed engineered
stormwater BMP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information
Drainage Area 1
Drainage Area 2
Drainage Area 3
Drainage Area 4
Receiving Stream Name
McLeod Creek
McLeod Creek
McLeod Creek
McLeod Creek
Stream Class
C
C
C
C
Stream Index Number *
18-23-29-1
18-23-29-1
18-23-29-1
18-23-19-1
Total Drainage Area (sf)
296,076
79,330
262,220
6,802,858
On -site Drainage Area (s
296,076
79,330
262,220
6,802,858
Off -site Drainage Area (sf)
0
0
0
0
Proposed Impervious Area** (sf)
134,802
51,338
155,177
103,499
`Yo Impervious Area** (total)
46 `Yo
65 %
59 %
1.5 %
-Impervious— Surface Area
Drainage Area 1
Drainage Area 2
Drainage Area 3
Drainage Area 4
On -site Buildings/Lots (sf)
106,828
0
40,853
0
On -site Streets (sf)
15,080
1,067
75,555
103,499
On -site Parking (sf)
0
47,938
14,764
0
On -site Sidewalks (sf)
12,894
2,333
24,005
0
Other on -site (sf)
0
0
0
0
Future (sf)
0
0
0
0
Off -site (sf)
0
0
0
0-
Existing BUA*** (so
0
0
0
0
Total (sf):
134,802
51,338
1 155,177
103,499
* Stream Class and Index Number can be determined at: htt : 12ortal.ncdenr.orgLwebAvqI
psksulclassifications
** Im ervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
`** Report only that amount of existing BUA that will remain after development. Do not report any existing BUA that is
to be removed and which will be replaced by new BUA.
Form SWU-101 Version 07Jun2010 Page 3 of 6

11. How was the off -site impervious area listed above determined? Provide documentation. See Stormwater
Compliance Plan Sheet
Proiects in Union County. Contact DfVQ Central Office staff check if the project is located within a Threatened &
Endangered Species watershed that may be subject to more ,stringent stormwater requirements as per NCAC 02B .0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from http://12ortal.ncdenr.orgLweb/wq/ws/su/bmp-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. A detailed application instruction sheet and BMP
checklists are available from http://portal.ncdennorg/web/wq/ws/su/statesw/forms does. The complete
application package should be submitted to the appropriate DWQ Office. (The appropriate office may be
found by locating project on the interactive online map at htW://12ortal.ncdenr.org/web/wq/ws/su/maps.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from http://portal.ncdenr.org/web/wq/ws/su/statesw/forms does.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form. AA
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants fJJA_
Form. (if required as per Part Vlf below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M Jq
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to DA
httpj/www.envheIp.org/12ages/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/management for DA
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 0P
receiving stream drains to class SA waters within'/z mile of the site boundary, include the V
mile radius on the map.
7. Sealed, signed and dated calculations. DP
Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including: A
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
1. Details of roads, drainage features, collection systems, and stormwater control measures.
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).
Form S WU-101 Version 07Jun2O 10 Page 4 of 6

Copy of any applicable soils report with the associated SHWT elevations (Please identify DA
elevations in addition to depths) as well as a map of the boring locations with the existing C� �
elevations and boring logs. Include an 8.5"xll" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule o site visit for DWQ to verifij the SH WT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: 2939 Page No: 341 -)A
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC 141,A
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.nc.us[Corl2orations/`CSearch.,tspx
VI1. 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
htfn:/1portal.ncdenr.org/web/wq/ws/su/statesw forms docs. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DWQ, and that they will be recorded prior to the sate of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer:David Arnold, PE
Consulting Firm: Timmons Group
Mailing Address:54'10. Trinity Road, Suite 112_
City:Ra_____1_eifh State:NC Zip:27607
Phone: (919 ) 866-4938 Fax: (919 ) 859-5663
ErnaiI:[e-mail]
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
1, (print or type name of person listed in Contact Information, item 2a) 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 lasted in
Contact Information, item 1a) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
Form SWU-I01 Version 07Jun2010 Page 5 offi

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 Genera[ 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.
Signa
Date:
a Notary Public for the State of
do hereby certify that
before me this day of
. County of
personally appeared
and acknowledge the due execution of the application for a
stormwater permit. Witness my hand and official sea[,
X. APPLICANT'S CERTIFICATION
SEAL
My commission expi
1, (print or type name of person listed in Contact Information, item 1a) John Birath
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 coven nts wil be recorded, and that the proposed protect complies with the requirements of the
applicable stormwt rules n 15 H .1000, SL 2006-246 (Ph. II —Post Construct
tii7on or S 2008-211.
Signature:_ Date: 1 1 2
I, eze'In 1A, a Notary Public for the State of County of
���r�,.L do he eby certify that "S� 1�t�rl f personally appeared
before me this day of u "2.ot Zand ac owl ge the due execution of the application for a
stormwater permit. Witness my hanq and official seal,
MATTHEW BEASLEY
Notary puhlk
Kuftft Cm*
North Carolina
My Commission Expires May 18, 2Q13
SEAL
My commission expires 14.
t t )16 G
Form SWU-101 Version 07.1un2010 Page 6 of 6

TIMMONS GROUP .•"•�•�
YOUR VISION ACHIEVED THROUGH OURS.
5410 Trinity Road, Suite 112, Raleigh, NC 27607
To: NCDENR - DWQ
Stormwater Permitting Unit
Attn: Mr. Brian Lowther
512 N. Salisbury St. (91h Floor)
Raleigh, NC 27604
From: David Arnold, PE
Project: Highland Middle School
Enclosed Please Find:
Irq
DATE
2
Stormwater Construction Drawings
1
Deed
1
BMP Supplements
1
Calculation Package w/Narrative, Quad Map, Soils Information
2
Applications (1 original and 1 copy)
1
Geotechnical Report
3
O & M agreements
Comments:
Brian,
Please find the attached documents for your review. Please let me know if you need
additional information or have any questions. You can reach me at [phone] or
[e-mail].
Thanks,
SIGNED:
id Arnold, PE

2011018545
FOR REWSTRATIaN REGISTER OF DEEDS
KIMBERLY S. FIRRGRGY£
ETT COUNTY TAX ID# HARNETT WUNTY I NC
2011 DEC 21 111:16 m
80939 PG:341-345 FEE-96.00
NC REV STp11P: �4, 614. @0
Parcel Identifier 14I rt of 95
Excise Tax: $4,612.00
Prepared By and Mail To:
Brief description for the index:
ENERAL WARRANTY DEED
-7389.00
w�
Cick, Attorney at Law, PO Box 1629, Lillington, NC 27546
Township
4 C> T
THIS DEED, made thisrite
e ber, 2011, by and between BUFFALO
SPRINGS, LLC, a North Carolin iability Company (the "Grantor"), PO Box 2459,
Sanford, NC 27331 and THE HAUN B-OA OF EDUCATION (the "Grantee"),
PO Box [029, Lillington, NC 27546. � '
The grantors, for a valuable cortsideratzi y the r ntee, the receipt of which is
acknowledged, have bargained and sold and by the preg6r.1 d hereby grant, bargain, sell, and
convey in fee simple, all that certain lot or parcel o lar( ' uat d in Barbecue Township, Harnett
County, North Carolina, and being more particularly escr' s o qws:
BEING all of that 170,811 acre tract belonging to u alo
Subdivision Map for the Harnett County Board of Educati ,, pre
Mapping, PC; dated December 6, 2011; and recorded on Decem5
Book 2011-702, Harnett County Registry, and being more parti
which is attached and incorporated by reference.
The Grantor retains the right to harvest the timber and to co
forth in the Extension & Modification of Option to Purchase that is
Pages 617-24, Harnett County Registry. The Option is modified to +
harvest the timber to February 29, 2012.
LLC as shown on a
angular Surveying &
'Pip Map
:ri�d by Exhibit A,
-r r hts asset
tatr2'si
7, at
�fight to
f y

HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and
;yes thereto belonging to the grantee in fee simple.
the title
Title .k
easements, �ig
inspection oft
itor covenants with the grantee that the grantor is seized of the premises in fee
ghantor s the right to convey the same in fee simple, that the }grantor's title is
free%fih clear of all encumbrances, and that the grantor will warrant and defend
t#s�Tul c ims of all persons whomsoever.
The designa
executors and ad.0
feminine as required
is subject to the following exceptions: Any and all
es, etc., whether recorded, known or visible upon an
of survey and description.
,e shall include the parties, their heirs, successors,
and shall include the singular, plural, masculine or
IN WITNESS F, t e` a ors have hereunto set their hands and seals, the day
and year first above written.}
kVA
BUFFALO SPRINGS, LL
�1 1 NZ
V •-tray
Norman Vick Keith, Jr., Member -
Seal
t )� .
Nanc C. iFameron, Member -Manager

a Notary Public of the County and State aforesaid certify that Norman
r appeared before me this day and acknowledged that he is a Member-
PRINGS, LLC, a North Carolina Limited Liability Company, and that
be kg authorized to do so, executed the foregoing instrument on behalf
n
�d notarial seal, this the 21' day of December, 2011,
I Signature Notary Public
Name of Notary Public
My commission expires:
STATE OF NORTH CAROLINA
1, Rhonda Parker, a Notary Public of the Co
Cameron, personally appeared before me this day
Manager of BUFFALO SPRINGS, LLC, a North Ca
she, as Member -Manager, being authorized to do so,
of the company.
Witness my hand and notarial seal, this the 21u day of
My commission expires
aforesaid certify that Nancy K.
that she is a Member -
fLi ility Company, and that
re oina instrument on behalf
Official Signature Notary Public
Rhonda Parker C
Typed or Printed Name of Notary Public

Exhibit A
G all of that 170.811 acre tract belonging to Buffalo Springs, LLC as shown on a
n p for the Ilarnett County Board of Education, prepared by Angular Surveying &
)C�ated ember 6, 2011; and recorded on December 20, 2011 in Map7County Registry, and being more particularly described as follows:
EI lit an i n rebar found ("IRF") in the right-of-way of Tingen Road in the
northea nerofthe t £�at�d runs thence with Tingen Road South 00 degrees 44 minutes 14
seconds We t9j tq t(nght-of-way monument; thence South 00 degrees 55 minutes 58
seconds We eetto fa right-of-way monument; thence South 00 degrees 56 minutes 54
seconds West 6 .79 "et:to-dri1ron pipe set ("IRS"); thence South 00 degrees 56 minutes 54
seconds West 8 et n thence North 89 degrees 03 minutes 06 seconds West 224.28
feet to an IRF; then ti6irth k5 gr minutes 51 seconds West 134.10 feet to an IRF;
thence North 38 deg es`419 mii1ta­es`conds West 205.24 feet to an IRF; thence North 58
degrees 08 minutes I 1 n e 8.24 feet to an IRF; thence North 85 degrees 20 minutes
34 seconds West 192.16 f etrt-sh I rice South 87 degrees 15 minutes 46 seconds West
65.38 feet to an IRF; thencz gr s 09 minutes 35 seconds West 159.54 feet; thence
South 85 degrees 23 minutes { l W st . feet to an IRF; thence North 42 degrees 41
minutes 27 seconds West 535. eet ; ence North 43 degrees 41 minutes 43 seconds
West 525.99 feet to an IRF; the 46 egrees 18 minutes 17 seconds East 474.69 feet to
an IRS; thence North 00 degrees 0 ••r es 00 secon st 986.71 feet to an IRS; thence North
28 degrees 08 minutes 28 seconds WCst 40.86 feSP6 an IR • thence with curve, C1, with a
radius of 738.00 feet, a length of 487.17 feet, hor, a in of North 47 degrees 03 minutes 08
seconds West, and a chord distance of 47$ fe a a5 1hence North 65 degrees 57 minutes
48 seconds West 399.90 feet to an IRS; theiXe w�cur , C2, with a radius of 1,062.00 feet, a
length of 492.33 feet; a chord bearing of No 52 d inutes 57 seconds West, and a
chord distance of 487.94 feet to an IRS; thence Nort 9 Fee 24 minutes 06 seconds West
514.49 feet to an IRS; thence with a curve, C3, it a di&of ,962.00 feet, a length of 387.43
feet, a chord bearing of North 45 degrees 03 minute 3 seco , and a chord distance of
3 86.8 0 feet to an IRS; thence North 57 degrees 18 min sets ids West 951.82 feet to an
IRS in the right-of-way of Buffalo Lake Road; thence No 3 deg. ee 02 minutes 49 seconds
East 100 feet to an IRS in the right-of-way of Buffalo La k R thccuth 57 degrees 18
e minutes 54 seconds East 1,197.17 feet to an IRF; thence No egre 5 minutes 16 seconds
East 776.04 feet to an IRF; thence South 46 degrees 46 minutes se nt 40.12 feet to an
IRF; thence South 46 degrees 58 minutes 20 seconds East 949.8 fe a ca monument;
thence North 86 degrees 25 minutes 07 seconds East 1,904.01 feet t1jo fgirit of ginning.
The above -described tract is a portion of 350.54 acre tract sho"4,fi ap etltit{ed
"Boundary Map for Buffalo Springs, LLC," dated l October 2007, and rerd m ap ook
2007, at Pages 858-861, Harnett County Registry.

RrE6�r �°4�-- 4plo ��'
U
t:0"
R TH c ARd&
BERL,Y S. HARGROVE
F DEEDS, HARNETT
EL.IUS HARNETT BLVD
r PUITE 200
ON, O 27546
r f
iiiiiiii�Irr lY lrR�keN iiiMMrilli �lli iiiiliiiliii iiiiik iMiFj R/.��1 M. F• �i�ii .............................
ii.............NA.hR►..... kti R�lillii�
Filed For Registration: 12121�?014"" . 5:1 M
I
Book: RE 29 Jdge: 341-34
w
Document No.: 2011018W
DEED 5 PGS �$26.
NC REAL ESTATE EXCISE TAX: $4,612.00 /f
Recorder: MARY ANNE WOOII�.�'f
State of North Carolina, County of Harnett
KIMBERLY S. HARGROVE , REGISTER OF (DEEDS
DO NOT DISCARD
2011018545

Application Completeness Review
First Submittal ❑ Re -submittal Date Received: 7V IZ 7 t Date Reviewed: 1
2 By 3CL
Development/Project Name: L,i.....� r&a� s� .1
Receiving stream name __J11A..J Cyclassification: C
For post -construction requirements, a program will be deemed compliant for the areas where it is
implementing any of the following programs: WS-I, WS-II, WS-III, WS-IV, HOW, ORW, Neuse River Basin
NSW, Tar -Pamlico River Basin NSW, and the Randleman Lake Water Supply Watershed Nutrient
Management Strategy.
Nigh Density Projects that require a 401/404 within an NSW require 85% TSS, 30% TN and 30% TP removal.
T&E Species (Goose Creek, Waxhaw Creek or Six Mile Creek Water Sheds):
Latitude and Longitude: ss ° I S' t 9 ' � V oZ' z i r.
Project Address: B l 4w1*_ A .J .( 44,,4-,r ..A
Engineer name and firm: p.,.r:4 ArH. IJ . 'PE
Jurisdiction Ca 4J:i--
❑ Low Density (no curb and gutter) ❑ Low Density with curb and gutter outlets ❑ High Density ❑ Other
❑ 401/404 impacts to surface waters, wetlands, and buffers (add language to cover letter and/or addinfo letter)
Y BUA C I
Y Check for $505.00 included
t/ Original signature (not photocopy) on application
❑ Legal signature (Corporation-VP/higher, Partnership -General Partner/higher, LLC-member/manager, Agent).
Check spelling, capitalization, punctuation: http://www.secretary.state.nc.us/corporations/thepage.aspx
If an agent signs the application, a signed letter of authorization from the applicant must be provided which
includes the name, title, mailing address and phone number of the person signing the letter.
tJh ❑ For subdivided projects, a signed and notarized deed restriction statement
t" Sealed, signed & dated calculations
❑ Correct supplement and O&M provided for each BMP on site (check all that were provided & number of each)
❑ Bioretention
❑ Dry Detention Basin
❑ Filter Strip
❑Grass
Swale
;/
Infiltration Basin
o
Infiltration Trench
❑
Level Spreader
❑
Permeable Pavement
zi
Restored Riparian Sutter
❑ Rooftop Runoff Management
❑ Sand Filter
❑ Stormwater Wetland
❑ Wet Detention Basin
❑ Low Density
❑ Curb Outlet
❑ Off -Site
❑ NCDOT Linear Road
ZTwo sets of sealed, signed & dated layout & finish grading plans with appropriate details
Narrative Description of stormwater management provided
Soils report provided
q Wetlands delineated or a note on the plans that none exist on site and/or adjacent property
d
Dimensions & slopes provided---__—
Drainage areas delineated ❑ Pervious and Impervious repoded for each
Inspection and maintenance agreements provided
Application complete ❑ Application incomplete Returned:.
❑ Areas of high density
Comments - .Ct"(-+f rsa•� i,,�k��...1(c. c.rfc ? -
(Date)
February 9, 200E Revision.