20110395 Ver 1_Stormwater Info_20110426

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S&EC
11010 RAVEN RIDGE ROAD
RALEIGH, NC 27614
846-5900
PICKUP DATE PICKUP TIME
DRIVER # OF PIECES / WEIGHT 828 0303
BILL TO tSHIPPER` RECEIVER 3RD PARTY
CAR VAN ROUND TRIP CHARGES
TO
COMPANY NAME
STREET ADDRESS
CITY /ST ZIP/;%[
CONTACT NAME laY, ,li6,f//?"??e L((-F
PHO E
PROJECT] N #
SIGNATURE PRINT y? DATE /;? TIME
Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com
201 1039$
April 25, 2011
S&EC Project # 11475.P1
To: NC Department of Environment and Natural Resources
Division of Water Quality
Wetlands, Buffers, Stormwater, Compliance and Permitting Unit (WebSCaPe)
Attn: Ian McMillan/Annette Lucas (?
512 N. Salisbury Street (9th floor) R U V
Raleigh, NC 27604
aP 1 2 6 2011
Re: Coopers Creek Phase II Stormwater Management Plan Approval
DENR • WATER QUAUTY
Harnett County, NC RUNAMDSTORWATERPAID
On behalf of Mr. William S. Wellons Jr., please find the attached Stormwater Permit No.
SW6110104, Site Development Plans and the supplemental information for the project known as
Coopers Creek Phase II. This project is under notification thresholds for General Water Quality
Certification 3821, specifically our impacts total 0.023 acres of wetland impacts (i.e. < 0.10 acre)
and 136 linear feet of stream impacts (i.e. < 150 ft of non-buffered stream). The proposed
impacts are not WS, HQW or ORW and are not adjacent to ORW, SA, WS-1, WS-II, Trout
waters, or contiguous to waters designated as a North Carolina or National Wild/Scenic River, nor
are there any proposed impacts to coastal or unique wetlands. Therefore written concurrence
from the NCDWQ is not required. However, in order to meet condition #12 of General Water
Quality Certification 3821 and the Protocol for 401 SMP Approval & Implementation, the applicant
is required to send a copy of the Stormwater Management Plan along with a copy of it's Approval
to the 401 Oversight/Express Permitting Unit for their files. Please contact me at [phone]
or the project engineer, Scott Brown at [phone] if you have any questions.
Sincerely,
Soil & Environmental Consultants, PA
Debbie Edwards
Environmental Specialist
Attachments:
1) Stormwater Permit No. SW6110104
2) Stormwater Permit Application Form (signed and notarized)
3) Wet Detention Basin Supplement Form
4) Wet Detention Basin O&M Agreements (signed and notarized)
5) Stormwater Narrative, Easements, Seasonal High Water Table Determination report,
copy of Deed, Deed Restrictions & Protective Covenances and Stormwater Calculations
6) Site Development Plans
7) Data CD
Charlotte Office: Greensboro Office:
Phone: [phone] Phone: [phone]
Fax: [phone] Fax: [phone]
lkf.WVWA
4
jii=V rA
NCDE?R
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
April 6, 2011
Mr. William S. Wellons Jr.
Welloc Contractors, Inc
511 Highway 210 North
Spring Lake, NC 28390
Subject: Stormwater Permit No. SW6110104
Coopers Creek Phase II
High Density Subdivision Wet Pond Project
Harnett County
Dear Mr. Wellons:
Dee Freeman
Secretary
The Stormwater Permitting Unit received a complete Stormwater Management Permit Application after
additional information requests for Coopers Creek Phase II Basin on April 5, 2011. 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. SW6110104, dated April 6, 2011, 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 April 5, 2021, and shall be subject to the
conditions and limitations as specified therein. Please pay special attention to the Operation and
Maintenance requirements in this permit. Failure to establish an adequate system for inspection and
maintenance of the stormwater management system will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing upon written request within thirty (30) days following receipt of this permit.
This request must be in the form of a written petition, conforming to Chapter 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 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,
for Coleen H. Sullins
cc: Fayetteville Regional Office
SW6110104 File
ec: C. Scott Brown, PE, 4D Site Solutions
Wetlands and Stormwater Branch One
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 NorthCarofina
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: [phone] \ FAX: [phone] \ Cuslomer Serwre: 1-877-623-6748 ???urallr?
Internet: www.ncwatercluality.orc
An I qual Opportunity \ Atfnnative k'-on Employer
State Stormwater Permit
Permit No: SW6110104
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT G?` p 3 9 5
2
HIGH DENSITY SUBDIVISION DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Welloc Contractors, Inc
Coopers Creek Phase 11
3207 Ray Road, Spring Lake & Harnett County
FOR THE
construction, operation and maintenance of a wet detention pond(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 April 5, 2021 and shall be
subject to the following specified conditions and limitations:
1. 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 1.5 of this permit. The subdivision is permitted for
34, each limited to a maximum amount of built-upon area as indicated in Section
11.16 (f) of this permit.)
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. The built-upon areas associated with this project shall be located at least 30 feet
landward of all perennial and intermittent surface waters.
5. The following design elements have been permitted for this wet detention pond
stormwater facility, and must be provided in the system at all times.
a. Drainage Area, acres: 7.0
Onsite, ft2: 278,689
Offsite, ft2: 26,231
b. Total Impervious Surfaces, ft2: 118,919
Page 1 of 8
State Stormwater Permit
Permit No. SW6110104
C.
d.
e.
f.
h.
i.
k.
1.
M.
n.
o.
Lot BUA, ft2:
Roads/Parking, ft
2:
Other, ft2:
Offsite, ft2:
Average Pond Design Depth, feet:
TSS removal efficiency:
Design Storm:
Permanent Pool Elevation, FMSL:
Permitted Surface Area @PP ft2:
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
83,293
24,250
1,146
10,230
3.5
90%
1"
247.50
15,568
17,072 at temporary pool
248.44
2"0 pipe
54,436
10,980
UT to Pistol Branch / Cape Fear
18-23-29-4
„C11
1. No homeowner/lot owner/developer shall fill in, alter, or pipe any drainage feature
(such as swales) shown on the approved plans as part of the stormwater
management system without submitting a revision to the permit and receiving
approval from the Division.
2. The permittee is responsible for verifying that the proposed built-upon area for
the entire lot 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
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
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
Page 2 of 8
State Stormwater Permit
Permit No. SW6110104
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.
15. This permit shall become void unless the facilities are constructed in accordance
with the conditions of this permit, the approved plans and specifications, and
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 SW6110104, as issued by
the Division of Water Quality under the stormwater rules.
Page 3 of 8
State Stormwater Permit
Permit No. SW6110104
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 2,578 sq ft for lots 59-80 and
6,941 sq ft for lots 47-58. 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.
c. The falling water from the fountain must be centered in the pond, away from
the shoreline.
d. The maximum horsepower for the fountain's pump is based on the
permanent pool volume. The maximum pump power for a fountain in this
pond is 1/4HP.
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 must include 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
Page 4 of 8
State Stormwater Permit
Permit No. SW6110104
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 signed by both parties, to the
Division of Water Quality, accompanied by the supporting documentation as
listed on page 2 of the form. 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 a request to transfer the permit.
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 21-1.1000, and NCGS 143-215.1 et.al.
11. The permittee shall notify the Division in writing of any name, ownership or
mailing address changes at least 30 days prior to making such changes.
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.
Page 5 of 8
State Stormwater Permit
Permit No. SW6110104
Permit issued this the 6th day of April 2011.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
>2:;. ?- ;L?
for oleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 6 of 8
State Stormwater Permit
Permit No. SW6110104
Coopers Creek Phase II Page 1 of 2
Stormwater Permit No. SW6110104
Harnett County
Designer's Certification
1, , 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:
SEAL
Signature
Registration Number
Date
Page 7 of 8
State Stormwater Permit
Permit No. SW6110104
Certification Requirements:
Page 2 of 2
.1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built-upon area.
3. All the built-upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf, a
forebay, and the vegetated filter.
15. The required dimensions of the system are provided, per the approved
plan.
cc: NCDENR-DWQ Fayetteville Regional Office
225 Green Street
Systel Building, Suite 714
Fayetteville, NC 28301
Page 8 of 8

DWQ USE ONLY
Date Received Fee Paid Permit Number

Applicable Rules: ? Coastal SW -1995 ? Coastal SW - 2008 ? Ph 11- Post Construction
(select all that apply) ? Non-Coastal SW- HQW/ORW Waters ? Universal Stormwater Management Plan
0 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.):
Coopers Creek Phase II
2. Location of Project (street address):
3207 Ray Road
City: Tin Lake County: Harnett Zip: 28390
3. Directions to project (from nearest major intersection):
Head south out of Lillington on NC Hwy 210. Turn right on Overhills Rd Turn left on Ray Road Site is 1500
ft down Ray Road on right side
4. Latitude:35° 15' 08.66" N Longitude:78° 58' 18.31" W of the main entrance to the project.
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): NNew ?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 NHigh 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 NSedimentation/Erosion Control: 4.5 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:
Farm SWU-101 Version 07Jun2010
Page 1 of 6
.1II. 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 protect):
Applicant/ Organization: Welloc Contractors. Inc
Signing Official & Title: William S. Wellons Jr. - President
b. Contact information for person listed in item 1a above:
Street Address: 511 Highway 210 North
City: Spring Lake State: NC Zip: 28390
Mailing Address (if applicable): PO Box 766
City: Spring Lake State: NC Zip: 28390
Phone: [phone] Fax: (910 ) 436-2242
Email: billy®wswellonsrealty.com
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: Florence Wellons Estate
Signing Official & Title: William S. Wellons, lr - executor
b. Contact information for person listed in item 2a above:
Street Address: 511 Highway 210 North
City: Spring Lake State: NC Zip: 28390
Mailing Address (if applicable):
City:
Phone: (910 ) 436-3131
Email: billy®wswellonsrealty.com
State: Zip:
Fax: (910 ) 432-2242
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:
Signing Official & Title:
b.Contact information for person listed in item 3a above:
Mailing Ad
City:
Phone: t
Email:
State: Zip:
Fax: ( )
4. Local jurisdiction for building permits: Harnett County
Point of Contact: Ken Slattum Phone #: (910 ) 893-7525
Form SWU-101 Version 071un2010 Page 2 of 6
IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
The storm water generated from the site will be treated through the use of a permanent wet pond The water
enters the foreba of the and before entering the main body. The foreba will be constructed usin a abion
wall. The existine}portion of the development will not treated because no additional impervious is added
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 Fear River basin.
4. Total Property Area: 15.3 acres 5. Total Coastal Wetlands Area: 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*: 15.3 acres
* Total project area shall be calculated to exclude the following: the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal Hi h Water (NHIM line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MI-fl? line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non-coastal wetlands landward of the NHW (or MH1M tine may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 39 %
9. How many drainage areas does the project have?1 (Far high density, count 1 for each proposed engineered
stormwater BMP. For low densihj 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 Area 1 Drainage Area Drainage Area _ Drainage Area

Receiving Stream Name
UT to pistol
Branch _
Stream Class * C
Stream Index Number * 18-23-294
Total Drainage Area (so 304,920
On-site Drainage Area (sf) 278,689
Off-site Drainage Area (sf) 26,231
Proposed Impervious Area** s 118,919
% Impervious Area** total 39
Impervious** Surface Area Drainage Area 1 Drainage Area _ Draina a Area _ Drainage Area _
On-site Buildings/Tots (sf) 83,293
On-site Streets (sf) 24,250
On-site Parking (sf)
On-site Sidewalks (sf) 1,146
Other on-site (so
Future (so
Off-site (sf) 10,230
Existing BUA*** (sf)
Total (so: 118,919
Stream Cass and index Number can be determined at, littp, ortal.ncdennorg/tuebhaW
ps/csu/drtsslfieations
" Im ious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version 07Jun2010 Page 3 of 6
'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 B UA.
11. How was the off-site impervious area listed above determined? Provide documentation. Area was delineated
using field survey and LIDAR contour data. Assumed impervious percentage for 1/4 ac lots.
Projects in Union County: Contact DWQ Central OJIce staff to check if the project is located within a Threatened &
Endangered Species watershed that may be subject to more stringent stormwater requirements as per NCAC 02B. 0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from http://portal.ncdenr.or./web/wq/ws/su/bmv-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 hqp://portal.ncdenr.org/web/wg/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 bM://portal.iicdenr.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.ncdennorg/web/wq/ws/suZstatesw/ forms does.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form. 513
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants a 513
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
hqp://www.envhelp.org/pages/onestopexpress.hbnl 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.
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
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 HUA 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.
Form SWU-101 Version 07Jun2010 Page 4 of 6
C- 'g
N/A
C56
c 513
t71
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required). (513
9. Copy of any applicable soils report with the associated SHWT elevations (Please identify
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"x11" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DWQ to verify the SHWI' prior
to submittal, [phone].)
10. A copy of the most current property deed, Deed book: 4406 Page No: 683 513
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC S/
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item 1a, 2a, and/or 3a per NCAC 211.1003(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/Corporations/CSearch.asvx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from
http://portal.ncdenr.or5t/web/M/ws/su/statesw/forms dots. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC 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: C. Scott Brown, PE
Consulting Firm: 4D Site Solutions, Inc _ `-
Mailing Address: 409 Chicago Drive, Suite 112
City: Fayetteville State: NC Zip: 28306
Phone: [phone] Fax: (910 ) 426-5777
Email: sbrown®4dsitesolutions.com
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or type name of person listed in Contact Information, item 2a) William S. Wellons, Tr 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) William S. Wellons, Ir with (print or type name of organization listed in
Contact Information, item 1a) Wellco Contractors, Inc to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
Form SWU-101 Version 07Jun2010 Page 5 of 6
-.As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DWQ Stormwater permit reverts back to
me, the property owner. As the property owner, it is my responsibility to notify DWQ immediately and submit a
completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater treatment
facility without a valid permit. I understand that the operation of a stormwater treatment facility without a valid
permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement action including
the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6. 111--17-11
Signature: 14 DateTG: ?'t? Q.1 P r a Notary Public for the State of Lt r ?/i~ C? I'Jounty of
Lill 6 P [a p c? do hereby certify that ' #1841 b ? +^ personally appeared
before me this lq??day of /' % and ac owle . e the due exe lion of the application for
a stormwater permit. Witness my hand and official seal, `
\`,\ \ `` ` u R u! r r r ,, J ?i
NOTARY
EC)
-
PUBLIC
Lo
FR J
u
SEAL
My commission expires f oQ
X. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in Contact Information, item 1a) Willam S. Wellons, jr
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 stormwater rules under 15,A NCjAC ?H.1000, SL 2006-246 (Ph. II - Post Construction) or SL 2008-211.
Signature:Date:
I, 7) G 1 P t 1' /? a Notary Public for the State of /Ye r J4iL C?2 r0 /ok4 County of
Clcnti r'r ?2n y?? , do hereby certify that s/?4A2 J k6e1 W_'5' if, personally appeared
before me this jQ day of _ 1 ?,f1 P r adl and 54now! ge the ue ex ukion of the application for
a stormwater permit. Witness my hand and
R. yq%?
NOTARY
PUBLIC z`
4AND GOJ
'7!!1!1117!! I Ntl4p??
official seal, t2vr??
SEAL
My commission expires 5
Form SWU-101 Version 07Jun2010 Page 6 of 6
? `11111111111IIII
.?NC 0zz.,
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027452
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HCDENR OTrN e
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
Permit No.
(to be provided by DWQ)
o
This form must be filled out, printed and submitted.
The Required Items Checklist (Part 111) must be printed, filled out and submitted along with all of the required information.
I. PROJECT INFORMATION
Project name Coopers Creek Phase II
Contact person Scott Brown
Phone number 910-426-6777
Date
Drainage area number
2/9/2011
II. DESIGN INFORMATION
Site Characteristics
Drainage area 304,920 f?
Impervious area, post-development 118,919 ftz
% impervious 39.00 %
Design rainfall depth 1.0 in
Storage Volume: Non-SA Waters
Minimum volume required 10,189 ft3 Insufficient required volume.
Volume provided 17,072 ft3
OK, volume provided is equal to or in excess of volume required.
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 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
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 10ft vegetated shelf elevation
Bottom of 1 Oft vegetated shelf elevation
Sediment cleanout, 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
ft3
ft3
ft3
ft3
ft3
y (Y or N)
3.0 in
0.30 (unitiess)
0.60 (unitless)
0.13 in/hr OK
0.27 ft3/sec
0.50 felsec
0.23 ft3/sec
248.44 fmsl
247.50 fmsl
247.58 fmsl
248.00 fmsl
247.00 fmsl Data not needed for calculation option #1, but OK if provided.
241.50 fmsl
240.50 fmsl Data not needed for calculation option #1, but OK if provided.
1.00 ft
(Y or N)
fmsl
Form SW401-Wet Detention Basin-Rev.8-9/17/09 Parts I. & II. Design Summary, Page 1 of 2
Permit No.
(to be provided by DWQ)
IL DESIGN INFORMATION 771
Surface Areas
Area, temporary pool 20,122 ftz
Area REQUIRED, permanent pool 6,861 ftz
SAIDA ratio 2.25 (unitless)
Area PROVIDED, permanent pool, Ap?_pw 15,568 ft` OK
Area, bottom of 1Oft vegetated shelf, Abp g0 12,143 fe
Area, sediment cleanout, top elevation (bottom of pond), Abo ,y 5,162 It'
Volumes
Volume, temporary pool 17,072 ft3 OK
Volume, permanent pool, V,,.-PW 54,436 fP
Volume, forebay (sum of forebays if more than one forebay) 10,980 ft'
Forebay % of permanent pool volume 20.2% % 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 2.25 (unitless)
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b) y (Y or N)
Volume, permanent pool, Vpem_pw 54,436 ft'
Area provided, permanent pool, Aver,„_pw 15,568 ft`
Average depth calculated 3.50 ft OK
Average depth used in SAIDA, d.„ (Round to nearest 0.5ft) 3.5 it OK
Calculation option 2 used? (See Figure 10-2b) (Y or N)
Area provided, permanent pool, Awm_pw 15,568 ft`
Area, bottom of 10ft vegetated shelf, Abut g,ar 12,143 fC
Area, sediment cleanout, top elevation (bottom of pond), kt_pmd 5,162 ftz
"Depth" (distance b/w bottom of 1 Oft shelf and top of sediment) 5.50 ft
Average depth calculated ft
Average depth used in SAIDA, d.„ (Round to nearest 0.5ft) ft
Drawdown Calculations
Drawdown through orifice? y (Y or N)
Diameter of orifice (if circular) 2.00 in
Area of orifice (if-non-circular) in2
Coefficient of discharge (CD) 0.60 (unitless)
Driving head (Ho) 0.31 It
Daawdown through weir? n (Y or N)
Weir type (unitless)
Coefficient of discharge (CW) (unitless)
Length of weir (L) III
Driving head (H) it
Pre-development 1-yr, 24-hr peak flow 0.27 ft3/sec
Post-development 1-yr, 24-hr peak flow 0.50 ft3/sec
Storage volume discharge rate (through discharge orifice or weir) 0,06 ft3lsec
Storage volume drawdown time 3.40 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 1.5 :1 OK
Trash rack for overflow & orifice? y (Y or N) OK
Freeboard provided T.-Oft OK
Vegetated filter 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: pump out
Form SW401-Wet Detention Basin-Rev.8-9117/09
Parts I. & II. Design Summary, Page 2 of 2
or
Permit No.
(to be provided by DWQ)
Ill. REQUIRED ITEMS CHECKLIST
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.
Pagel Plan
Initials Sheet No.
CSB C-3.1 1. Plans (1" - 50' or larger) of the entire site showing:
- Design at ultimate build-out,
- Off-site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Basin dimensions,
- Pretreatment system,
- High flow bypass system,
- Maintenance access,
- Proposed drainage easement and public right of way (ROM,
- Overflow device, and
- Boundaries of drainage easement.
CSB C-3.4 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.
CSB C-5.7 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.
CSB C-3.1 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.
CSB attached 5. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for forebay,
to verify volume provided.
CSB C-3.1 6. A construction sequence that shows how the wet detention basin will be protected from sediment until the
entire drainage area is stabilized.
CSB attached 7. The supporting calculations.
CSB attached 8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
CSB attached 9. A copy of the deed restrictions (if required).
CSB attached 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.8-9/17/09 Part III. Required Items Checklist, Page 1 of 1
Permit Number:
(to be provided by DWQ)
Drainage Area Number:
Wet Detention Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
? does ® does not incorporate a vegetated filter at the outlet.
This system (check one):
? does ® does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
- Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
- No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
- Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin-
- If the basin must be drained for 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 problem: How I will remediate the problem:
The entire BMP Trash/debris is resent. 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.
Form SW401-Wet Detention Basin O&M-Rev.4 Page 1 of 4
Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element: Potential problem: How I will remediate the problem:
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.
Form SW401-Wet Detention Basin O&M-Rev.4 Page 2 of 4

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element: Potential problem: How I will remediate the problem:
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 6.00 feet in the main pond, the
sediment shall be removed.
When the permanent pool depth reads 6.00 feet in the forebay, the sediment
shall be removed.
BASIN DIAGRAM
ill in the blanks)
Sediment Removal
Bottom
V Permanent Pool Elevation 247.50
241.50 APeanen Pool
- - - - - - - - - - - - - - ume Sediment Removal Elevation 241.50 Volume
50 in.
-------------------------------------------- --Sedment Bottom Elevation 240.50 1-ft n
Storage Sedimer
Storage
FOREBAY MAIN POND
Form SW401-Wet Detention Basin O&M-Rev.4
Page 3 of 4
Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name: Coopers Creek Phase Il
BMP drainage area number: I
Print name: William S. Wellons, Jr - Wellco Contractors, Inc.
Title: President
Address: 511 Highway 210 North, Spring Lake NC 28390
Phone
Signat
Date:_ _3- -/)F - i r
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, ?Q C ar(Notary Public for the State of
War /? Ca.pO/`r1?2. , County of f^wmiBA (0.A I , do hereby certify that 01.
9 fYB ?/ls' V personally appeared before me this l? rrw
day of d of and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
NOTARY
PUBLIC
(,D ??
0? y
SEAL
My commission expires J?
Form SW401-Wet Detention Basin O&M-Rev.4 Page 4 of 4
North Carolina Secretary of State
Page 1 of 1
r EPARTMENT OF THE
Lt?ai e? F ltr-8rs tall z-
ecr?ela ECRETARY o= 'STATE
PO &,%, 29 22 Ri4pgpt UC 2762E,! r a?-Z +i,?,
Date: 4/20/2011
Click here to:
View Document Filings I Sign Up for E-Notifications I
11! Print apre-populated Annual Report Form I File an Annual Report I
Corporation Names
Name Name Type
NC WELLCO LEGAL
CONTRACTORS, INC.
Business Corporation Information
SOSID: 0159602
Status: Current-Active
Effective Date: 12/17/1970
Dissolution Date:
Annual Report Due
Date:
Citizenship: DOMESTIC
State of Inc.: NC
Duration: PERPETUAL
Annual Report Status: CURRENT
Registered Agent
Agent Name: WELLONS JR, WILLIAM S
Office Address: 243 S BRAGG BLVD
SPRING LAKE NC 28390
Mailing Address: P O BOX 766
SPRING LAKE NC 28390
Principal Office
Office Address: 243 S. BRAGG BLVD.
SPRING LAKE NC 28390
Mailing Address: PO BOX 766
SPRING LAKE NC 28390-0766
Officers
Title:
Name:
Business Address:
Stock
PRESIDENT
WILLIAM WELLONS
406 OVERTON PL
FAYETTEVILLE NC 28303
Class Shares No Par Value Par Value
COMMON 1000 100
This website is provided to the public as a part of the Secretary of State Knowledge Base (SOSKB) system. Version:
3302
http://www.secretary.state.nc.us/corporations/Corp.aspx?PitemId=4899146 4/20/2011
,J

December 24, 20 10
Mr. Scott Brown
4D Site Solutions, Inc.
409 Chicago Drive, Suite 112
Fayetteville, NC 28306
Re: Hydraulic conductivity (permeability) analysis & seasonal water table determination
(SHWT) for stormwater retention area, Coopers Creek Subdivision, Harnett County,
North Carolina
Dear Mr. Brown,
An evaluation of soil properties and hydraulic conductivity (Ksat) has been conducted at
your request on the aforementioned property. The purpose of the investigation was to
determine soil water table depths. In addition, Ksat was to be provided at varying depths
for use with stormwater retention pond design.
Saturated hydraulic conductivity of the unsaturated zone was measured in a similar
method as described in the Soil Science Society of America Journal, Vol. 53, no 5, Sept. -
Oct. 1989, "A Constant Permeameter for Measuring Saturated Hydraulic Conductivity of
the Vadose Zone" and Comparison of the Glover Solution with the Simultaneous
Equations Approach for Measuring Hydraulic Conductivity."
Soils at this site are most similar to the Blaney soil series (see attached boring log). One
boring was advanced to 8 feet. Seasonal High Water Table (SHWT) as determined by
evidence of colors of chroma 2 or less (and/or concentrations of high redox mottles) was
encountered at 29 inches below the ground surface (no free water was noted within 96
inches of the soil surface during the day of testing).
Two compact constant head permeameter (CCHP) tests were conducted at depths ranging
from 6.3 to 7.3 feet. The Ksat measured in the C horizon was 0.7185 cm/hr (0.283
The Ksat mired in the deeper 2C horizon was negligible (no detectable water
movement-, massive/very firm clay).
If
The attached map shows the location of the sample point as well as Ksat locations. The
attached chart provides a list or measured rates at the pond location.
I trust this is the information you require at this time.
Sincerely,

Mike Eaker
President
'_ ? _ zy??r f u? "x
j
+Ci
x = Soil Boring & Ksat Location, Coopers Creek Subdivision
Harnett County, NC
US State Plane 1983 Scale 1:8,000 COOPERS SHWT-KSAT
North Carolina 3200
NAD 1983 (Cons) N 1`10
0 1 000
I GPS PathfinderoOffice
US Survey Feet 04 4rimbte-

Measured Ksat values, Coopers Creek Subdivision, Harnett County
Location Depth in cm/hr in/hr
1 76 0.7185 0.283
1 88 0 0
Note: Ksat Ca, 88 inches was in a very firm, massive clay. No hydraulic
conductivity could be determined (assume little to no movement)
stern "oj 1 6-
Soil Boring Log, Coopers Creek Subdivision, Harnett County, NC
This map unit consists of well drained moderately slowly permeable soils on uplands.
These soils formed in loamy and sandy Coastal Plain sediments. Slopes range from 2 to 8
percent.
A - 0 to 6 inches; dark grayish brown (1 OYR 4/2) loamy sand; weak fine granular
structure; very friable; many fine roots; abrupt smooth boundary.
E - 6 to 18 inches; light yellowish brown (IOYR 6/4) loamy sand; single grained; loose;
very friable; abrupt smooth boundary.
BtI - 18 to 29 inches; brownish yellow (IOYR 6/6) sandy clay loam; weak medium
subangular blocky structure; friable; gradual wavy boundary.
Bt2 - 29 to 36 inches; brownish yellow (IOYR 6/6) sandy clay loam; many light gray
(1 OYR 7/2) mottles; weak medium subangular blocky structure; friable; brittle in place;
clear wavy boundary.
BC - 36 to 48 inches; brownish yellow (IOYR 6/6) sandy clay loam; many coarse
prominent reddish yellow (5YR 6/8) and light gray (IOYR 7/2) mottles; weak medium
subangular blocky structure; friable; brittle in 30 percent of mass; gradual wavy boundary.
C 1 - 48 to 82 inches; reddish yellow (5YR 6/8) sandy clay loam that has pockets of sandy
loam and sandy clay; common coarse prominent light gray (IOYR 7/1) and very pale
brown (IOYR 7/4) mottles; massive; friable; abrupt smooth boundary.
2C - 82 - 96 inches; gray (IOYR 6/1) clay; massive; very firm
SHWT @ 29 inches (IOYR 7/2)

c
/ ooo3sss
Tax Lot No.. ....................................._..__............. Parcel Identifier No............_..................... ........... .... ...-......
Vended by County on the ................ day of ........... .............. ..........
......... , 19 ....... .
by .......... ........... ............ ..... .... .............. ............................ ......... ............... ...................... ,....................................................
._.._............
Mail after recording to V larks, P.O. Box 670, Fayetteville, NC, 28302
.......................................?.......,..... ................ ........................................ . ......... _. ........... .. .._ .
This iastrumeat was pn pro and Clarke without title exaaination
Brief description for the ladex
NORTH SPECIAL WARRANTY DEED
THIB DEED made this .,.ltb,... day .,.D ...671.. .., 19....99._., by and between
- GRANTOR -
BRANCH NAMING AND TRUST 00
1
Successor Trustee of William
Wellons Trust U/A DTD July 2,
ZVP
uv?, LAXI, Nc, 263I0
Eater In apMropriak week for eseb Dortr: xawe, "ee6ea, s", it spibsasrl
unsw cm" lc
Book 1406
Pages 0683-0705
FIND 23 PA [I1
03120/21106 3,12 Ft[
KMILr 1. URMIX
aagister Of Dwds
GRANTEE
FLORENCE C. WELLONS, Widow
Mailing Address:
Pkat Office llox 766
Spi ng Lake, NC 28390
The designation Grantor and Grantee as used herein shall incl e'
shall include singular, plural, masculine. feminine or muter as q to
WITNEMETH, that the Grantor, for a valuable consideration id
acknowledged. has and by theft presents deer crank bargain, ad
certain lot or parcel of land situated in the City of ..................................
NARNETT ................... County, North Carolina and more particulai
SEE ATTACHED EXHIB
Conveyance of the within property is made
in Cumberland County Estate File No. 97 E
N. C. Da-F-Nn.601977-x..wnn.wat.., i... e.. m,v.,a.n ur.Y c. ;am
? "w 1.11h-N, r. an.--1961
sautr, 64 ewporaom K partrnalJp
their heirs, successors, and coigns, and
lat.
7 tea, the receipt of which is hereby
a the Grantse in fee simple, all that
.. ............................................. Township,
A. ,
4
Thep er a Apo
rasp showt the
TO HAVE AND TO W
Grantee in fee si ten
And the Grantor Grantor will warrant a
except for the except,
Title to the property b
Restrictions,
Ad valorem r?
described was acquired by Grantor by instrument recorded in ... _ .................................................. .
c a roperty is recorded in Plat Book ....................... page ........................
lot or parcel of land and all privileges and appurtenances thereto belonging to the
s rith Iee, that Grantor has done nothing to impair such title as Grantor received, and
gainst the lawful claims of all persons claiming by, under or through Grantor,
i re
a de ibed is subject to the following exceptions:
and ghts-of-way of record.
ax . '0
P r---J
IN t7UMUS WHSRSOp, UN Granter read as t
eeaserat. tww by us AWY astbet'tsN *Moen
a e? $ANKING AND TRUST COMP , ces
'P---. k- 1.03
y6tlwp.e.is asNY •r
U. M u enp¦rate has ealwd dds instrUmeat to be skad is w
d by autkartis el 14 Bawd of Dlreftars, the day sae year arrt
of
.._----------------- _------------------------------------ (SEAL)
9 -----------------------------------------------------lasww
----------------------------------MALI
...._ s"!I ----------------------------------lss wi
Y ?:: ?y#'d Yet.
Maury pabifa d the Conn" and reatld, a U& that -.-________
• r
7ersaean7 appease here- rah this As aka -.6tar of V.* f-gesax tastrema-L Wslaaee -7
head end arrkkei stamp ar feat, We ----- at ;?11' __ ___ ______________Os..___.
my aosuelarian e,gtres; __________________________ __ ___ ______________________________Netar7 pebUt
s , NOLTY CAROLINA, ... !_ .4Aq_n_--____-- _ -- e
r, a x.e.es!>?~>Lrula?.yaawgweoawtlysyaa+ ?0s?tsau
4& ?tvt?
R P w j` ifanUSil?IGaANU U31 i:olll?AMY i' e9s sf a o? ° gasereaa ae
Iaa aWn. and that by`aaharl4 teal
Is! ma and tae at* of am aapersues, the retesefwe // was u,(a? by 1t
w7C[UIIC??.14?
• irufsaat, staked WN111 its aoeperste peat and attested by -CSO!_l ---------- Secretary.
wttmAmt my head aN et eta" ar sewt, mfe W.YI_ day of
- --, ,,1171
eq'watmfedtn.aNna: h?....._.__. etarypane
-_f
u ??! ?...-- _
inn}--- - --- ---- -- -- -----------------------
------------------------- -- -- - --- -- ?- ---- - i- - - ----- _-• ----- -
-- ----- - -------------
We" c la la enreet. This MetAnteat ahi tkfe aertSlleaM are duty rotletsrM at the data sad tins sae I
• -F shown on tae
area - -.L ?- l
-------
¦7 .-.._--_._-. eater of Deaty
-___ _ _______________peyyty/.
N. C. Sr Aaae, Ften No. 5 '?.' 1977 -?smw w...•. a c... ,.. , e.. m. vw?nnna. w. a r,oee
r•aw..w.r....,...a. ur a. G w ?. - ,wt
EXHIBIT "A"
Harnett County Property
AC ONE (PIN #02-1516-12-14-0010) 909 E. Pope Street
G all Lots Nos. 38 and 37, as shown on that map of the Subdivision of the Dr. H. C.
T rl' n Dunn, N. C. dated September 10, 1946 made by R. F. Duncan and recorded in the
t of Deeds of Harnett County and being specifically described as follows:
B m margin of Pope Street in the Town of Dunn, NC at the southeast corner
of Lot N . 39 'd trap, which corner is a stake and is 200 feet South 52 degrees East
from in oft margin of Pope Street and the eastern margin of tattle Avenue
in the T o un N ns along the southern margin of Pope Street, South 52 degrees East
50 feet to ake- a 38 degrees East, along the western line of Lot No. 36 shown upon
said map, eel a e; thence along the southern line of Lot No. 48 shown upon said map
North 52 deter W to a stake; thence along the eastern line of Lot No. 39, South 38
degrees 150 t GIN G, being the identical lots described in warranty deed from B. F.
Parker and wife El to W,?iiam S. Welton recorded in Book 415, Page 133, Harnett
County Registry.
7
TRACT TWQ (PIN #06-Q895-1?i'-`l•Ag04) - 109 East J. Street
BEING all of Lot No. 205Wemepoperty led SECTION 1 OF A SUBDIVISION FOR
ERWIN MILLS, INC., E Pickett, Engineers, dated January, 1951 and
recorded in the office of the ett County, North Carolina, in Plat Book b,
at pages 87, 88, 89 and 90 arut, Erwin, NC, to which reference is heresy
made for amore particular me operty described in warranty deed from
Jessie Wright and wife, M lions recorded in Book 374, Page 295,
Harnett County Registry.
TRACT THREE (PIN #01-0504-0125) OWFanprMoVile gome Park
BEGINNING at a point in the center line f 9". 11 said point being North 36 degrees 13
minutes West 725.82 fat from the point of int ion ter line of said S.R. #1121 and S.R.
1120; and running thence South 66 degrees 51 t est 3 .32 feet; thence South 25 degrees
50 minutes East 335.98 feet to a point in the sou m r 'n f the tract of which this is a part;
thence with the southern margin of the tract of i s ' a part the following courses and
distances: North 82 degrees 41 mitantea West 97.00 t: ea 58 tninutes West 913.00
feet; thence a new line South 65 degrees 18 minutes 19 feet o a point; thence South 64
degrees 58 minutes West 154.78 feet to a point in the w rn o the tract of which this is a
part; thence with the margin of the tract of which this is a the courses and distances:
North 28 degrees 32 minutes West 292.00 feet; South 6 d s2 tea West 209.00 feet,
North 22 degrees 16 minutes West 1747.30 feet; North 21 6 es West 607. 10 feet;
North 85 degrees 49 minutes East 660.00 feet; South 21 degrees 5 569.00feet; North
66 degrees 51 minutes East 1028.12 feet to a point in the center li e o S. 1121; thence with
the center line of said S.R. #1121 South 36 degrees 13 minutes 53 o the paint and
place of BEGINNING and containing 53.41 acres more or less and g e p described
in deed to William S. Wellons and wife, Florence C, Wellons r in 8 , Page 966,
Harnett County, k Registry .
Grantors hereby expressly reserve to themselves, their heirs, executors, d ni o personal
representatives and assigns the easemet" as more particularly set out in deed d 839.
Page 966-970, Harnett County, NC Registry.
HARNEIT CQ Y NORTN CA L
FILED BATE ?j TI E
BOO PAG "
REGISTER OF DE£IJS
KIMBERLY S. HARGROVE 1

7 0%-~
7"J
(PIN #01-0504-0094-35)
Lot No. 35 in a subdivision known as LAUREL HILLS, SECTION 1, as shown on plat
y recorded in Plat Cabinet PC-E, Slide 147-A, Harnett County, NC Registry.
#01-0504-0094-42)
a subdivision known as LAUREL HILLS, SECTION 11, as shown on plat
?lot Cabinet PC-E, Slide 147-A. Harnett County, NC Registry.
Being ally
same duly
Being all of Lot Wi
same duly recorded ii
AND EXCEPTING
TRACT EIGHT (PIN
known as LAUREL HILLS, SECTION It, as shown on plat of
PC-F, on Slide 260-A, of the Harnett County, NC Registry.
known as LAUREL HILLS, SECTION 11, as shown on plat of
CCFSlide 260-A, of the Harnett County, NC Registry LESS
DAP VIOUSLY CONVEYED.
-10)
Being all of the Lot desiipel( l t Section 1" in a subdivision known as ROLLING
SPRINGS, SECTION 1, tt tga y recorded in Plat Book 16, Page 52, Harnett
County, NC Registry.
TRA?1 NINE (PIN#OS-0514
BEING all of Lot 49 in a subdivision wn as ROL G RINGS, SECTION I, according to a
plat of same duly recorded in Plat Book 16, Page , Hen ounty, NC Registry.
TRACT TEN (PIN #01-5014-0543)
BEING all of Lot 51, Well Lot, in a subdi 'lion kno as ROLLING SPRINGS, SECTION 1,
according to a plat of same duly recorded in P Pag 2, Harnett County, NC Registry.
TRACT ELEVEN (PIN 401-0514-0458)
BEING all of Lot 121 in a subdivision known as ROL NG , SECTION 11, according to
a plat of same duly recorded in Plat Book 18, Page 14, t . NC Registry.
TRACT TWELVE (PIN #01-0514-0463)
BEING all of Lot 126 in a subdivision known as ROLLING SP S, N II, according to
a plat of same duly recorded in Plat Book 18, Page 14, Harnett n R ' try.
TRACT THIRTEEN (PIN #01-0514-0464)
BEING all of Lot 127 in a subdivision known as ROLLING SPRINGS, E II, ording to
a plat of same duly recorded in Plat Book 19, Page 14, Harnett County,
TRACT FOURTEEN (PIN #01-0504-0181-2)
BEING all of Lot 128 in a subdivision known as ROLLING SPRINGS, SECT] 8n o
a plat of same duly recorded in Plat Book I8, Page 14, Harnatt County, NC Regis
TRACT FIFTEEN (PIN #01-0504-0181-3)
BEING all of Lot 129 in a subdivision known as ROLLING SPRINGS, SECTION it, or
a plat of same duly recorded in Plat Book I8, Page 14, Harnett County, NC Registry.. .

(PIN 401-0504-0181-4)
AtqjNG 11 of Lot 130 in a subdivision known as ROLLING SPRINGS, SECTION 11, according to
a At o same duty recorded in Plat Book 18, Page 14, Harnett County, NC Registry.
N (PIN #01-0504-0181-5)
17of 1 a subdivision known as ROLLING SPRINGS, SECTION 11, according to
a lot s uiy recur ed in Plat Book 18, Page 14, Harnett County, NC Registry.
N 1-0504-0181-7)
BEING of 15 in d? 'sion known as ROLLING SPRINGS, SECTION 11, according to
a plat of sa du re Ptat Book 18, Page 14, Harnett County, NC Registry.
TRACT NI DlJJ1-0514-0492)
BEING all of Lod in ivi 'on k wn as ROLLING SPRINGS, SECTION 1[, according to
a plat of same duly ec ed P t B ok 18, Page 14, Harnett County, NC R *dry.
TACT TWENTY ( 1 . 14 56)
BEING all of Lot 166 in a ub visio kkno n as ROLLING SPRINGS, SECTION II, according to
a plat of same duly record i let 1 , Pagt 14, Harnett County, NC Registry.
BEING all of Lot 207 in a subdivi no as ROLLING SPRINGS, SECTION II, according to
a plat of same duly recorded in P1 S, Page [4yl knett County, NC Registry.
TRACT TWENTY-TWO (Pill #01-0514-0536
BEING all of Lot 209 in a subdivision kno as LL )GRINGS, SECTION 11, according to
a plat of same duly recorded in Plat Book 1 Pa , H t County, NC Registry.
TRACT TWENTY-IM ME (PIN 401-051
BEING all of Lot 210 in a subdivision known as RO L G P GS, SECTION R according to
a plat of same duly recorded in Plat Book 18, Page 4, , NC Registry.
TRACT TWENTY-FOUR (PIN #01-0514-0534)
BEING all of Lot 211 in a subdivision known as ROLLIN S G , [ON 11, according to
a plat of same duly recorded in Plat Book 18, Page 14, Ha , N egistry.
TRACT TWENTY-FIVE (PIN 401-0504-0181-8)
BEING all of Lot 152 in a subdivision known as ROLLING SPRIN ON according to
a plat of same duly recorded in Plat Book 21, Page 54, Harnett C C ry.
TRACE' TWENTY-SIX (PIN #01-0505-0030)
BEING all of Lot 5 in a subdivision known as ROLLING SPRINGS, SEC to a
plat of same duty recorded in Plat Book 20, Page 9, Harnett County, NC R
TRACT TWENTY-SEVEN (PIN #01-0505-0082)
BEING all of Lot 59 in a subdivision known as ROLLING SPRINGS, SECTION g to
a plat of sate duly recorded in Plat Book 20, Page 9, Barnett County, NC Registry.
7 ail
7)
(PIN #01-0505-0083)
G -1i of lot 60 in a subdivision known as ROILING SPRINGS, SECTION V, according to
of ame duly recorded in Plat Book 20, Page 9, Harnett County, NC Registry.
(PIN #01-0505-0202)
a at atsam ty recur
`I CT TidRTY,
BEING f 8 in
a plat of s my rr
TRACT THI TYrONF,t
BEING all of 1-6109h a
BEING all of Lot 80 in a
a plat of same duly recur
subdivision known as ROLLING SPRINGS, SECTION V, according to
dpd in Plat Cabinet PC 92, Slide 179, Harnett County, NC Registry.
n known as ROLLING SPRINGS, SECTION V, according to
Cabinet PC #2, Slide 179, Harnett County, NC Registry.
1-0505-0204)
known as ROLLING SPRINGS, SECTION V, according to
pblrgt PC #2, Slide 179, Harnett County, NC Registry.
as ROLLING SPRINGS, SECTION V, according to
'C 42, Slide 179. Barnett County, NC Registry.
TRACT THIRTY-THREE
BEING all of Lot 84 in a subdiviVffi wn ROLLING SPRINGS, SECTION V, according to
a plat of same duly recorded in Plat abi PC #2, Slid 79, Harnett County, NC Registry.
TRACT THIRTY-FOUR (PIN #01-0505-0210)
BEING all of Lot 85 in a subdivision kno as LLi RINGS, SECTION V, according to
a plat of same duly recorded in Plat Cabine C e 1 Harnett County, NC Registry.
11
TRACT THIMY-FIVE (PIN #01-0505-0211
BEING all of Lot 86 in a subdivision known as )W Ll G GS, SECTION V, according to
a plat of same duly recorded in Plat Cabinet PC #2, li 9, County, NC Registry.
TRACT THIRTY-S1(PIN #01-0505-0212)
BEING all of Lot 87 in a subdivision known as ROLLIN S G TON V, according to
a plat of same duty recorded in Plat Cabinet PC #2, Slide I H ou , NC Registry.
TRACT THIRTY-SEVER! (PIN #01-0514-0700)
BEING all of Lot 1 in a subdivision known as COUNTRY SQUIRE, ding to a plat
of same duly recorded in Plat Cabinet PC-D, Page 185C, Harnett C C
TRACT THIRTY-EIGHT (PIN #01-0514-0735)
BEING all of Lot 37 in a subdivision known as COUNTRY SQUIRE, SE to a
plat of same duly recorded in Plat Cabinet PC-D, Page 185C, Harnett County, NC ry.
TRAM THIRTY-NINE (PIN #01-0514-0736)
BEING all of Lot 38 in a subdivision known as COUNTRY SQUIRE, SECTION I, o a
plat of same duly recorded in Plat Cabinet PC-D, Page 1850, Harnett County, NC Regi
r ??
"L',CRTY (PIN #01-0514-073?)
BE114ajall of Lot 39 in a subdivision known as COUNTRY SQUIRE, SECTION I, according to a
at of.4me duly recorded in Plat Cabinet PC-D, Page 185C, Harnett County, NC Registry.
(PIN 401-0514.0746)
42 in a subdivision known as COUNTRY SQUIRE, SECTION I, according to a
or ed in Plat Cabinet PC-D, Page 185C, Harnett County, NC Registry.
- ?C1_MN #Ol -0514-0741)
BEIN ail Lot,43 in
plat of s6ne y r r
TRACT F RE PI
BEING all of t i a subd
plat of same duly re in?
TRACT FO TY- T
BEING all of Lot 5 in a #n1a
of same duly recorded TRACT FORTY-FIVE (Pl1
BEING all of Lot 6 in a subdiv
of same duly recorded in Plat
m known as COUNTRY SQUIRE, SECTION I, according to a
Cabinet PC-D, Page 185C, Harnett County, NC Registry.
401-0514-0742)
known as COUNTRY SQUIRE, SECTION I, according to a
bit PC-D, Page 185C, Harnett County, NC Registry.
COUNTRY SQUIRE, SECTION I, according to a plat
, Page 76D, Harnett County, NC Registry.
CORY SQUIRE, SECTION I, according to a plat
76D,1Uarnett County, NC Registry.
TRACT FORTY SIX (PIN #01-051
BEING all of Lot 29 in a subdivision know CgfffNTgY DIRE, SECTION 1, according to a
plat of same duly recorded in Plat Cabinet 1" P0 6D amett County, NC Registry.
TRACT FORTY-SEVEN (PIN #01-0514-0 )
BEING all of Lot 30 in a subdivision known as CO T IRE, SECTION 1, according to a
plat of same duly recorded in Plat Cabinet PC-C, P ge 6 ett County, NC Registry.
TRACT FORTY-EIGHT (PIN #01-0514-0729)
BEING all of Lot 31 in a subdivision known as COUNTRY S UIRAIR AH [ON I, according to a
plat of same duly recorded in Plat Cabinet PC-C, Page 76 H t nt NC Registry.
TRACT EOURTY-NINE (PIN #O1-0514-0732)
BEING all of Lot 34 in a subdivision known as COUNTRY SQ , SE according to a
plat of same duly recorded in Plat Cabinet PC-C, Page 76D, Narne NC stry_
TROT FIFTY (PIN #01-0514-0733)
BEING all of Lot 35 in a subdivision known as COUNTRY SQUIRE, SE T? a rding to a
plat of same duly recorded in Plat Cabinet PC-C, Page 76D, Harnett County, R I
TRACT FIFTY-ONE (PIN #01-0514-0734)
BEING all of Lot 36 in a subdivision known as COUNTRY SQUIRE, SECTION e a
plat of same duly recorded in Plat Cabinet PC-C4 Page 76D, Harnett County, NC
(PIN #01-0505-0300.64)
of Lot 64 in a subdivision known as COUNTRY SQUIRE, SECTION 11, according to
Go
of me duly recorded in Plat Cabinet PC-F, Page 68A, Harnett County, NC Registry.
(PIN #01-0505-01-0300-30)
B N all 63 i su
a r o f
Re ry.
TRAC 3' -F (P1
BEING all o t I
PART TH 1,
C, Harnett C nt C
IMU FIFTY- F P[!
BEING all of Lot 2 in't?
PART THREE, S 1,
C, Harnett County, NC
TRACT FIFTY-SIX (PIN
division known as COUNTRY SQUIRE, SECTION III, PART ONE,
duly recorded in Plat Cabinet PC-F, Page 402-B, Harnett County, NC
-0505-01-0300-73)
n known as COUNTRY SQUIRE ESTATES, SECTION III,
to a plat of same duly recorded in Plat Cabinet PC-F, Page 548-
-01-0300-74)
m as COUNTRY SQUIRE ESTATES, SECTION III,
plat of same duly recorded in Piet Cabinet PC-F, Page 548-
75)
BEING all of Lot 25 in a su rv
PART THREE, SHEET 1, acc0
C, Harnett County, NC Registry.
TRACT FIFTY-SEVEN (PIN #01-dkQ-01-0300-
BEING all of Lot 26 in a subdivision known
PART THREE, SHEET 1, according to a pl
C, Harnett County, NC Registry.
IRE ESTATES, SECTION III,
in Plat Cabinet PC-F, Page 548-
TRACT FIFTY-EIGHT (PIN #01-0505-01-03
BEING all of Lot 27 in a subdivision known as C RY IRE ESTATES, SECTION 111,
PART THREE, SHEET 1, according to a plat of du in Plat Cabinet PC-F, Paste 548-
C, Harnett County, NC Registry.
(PIN #01-0505-01-0300-78)
BEING all of Lot 28 in a subdivision known as COUNT]
PART THREE, SHEET 1, according to a plat of same duly
C. Harnett County, NC Registry.
TRACT SIXTY (PIN #01-0505-01-0300.79)
BEING all of Lot 29 in a subdivision known as COUNT'
PART THREE, SHEET 1, according to a plat of same duly
C, Harnett County, NC Registry.
TRACT SIXTY-0NE (PIN #01-0505-01-0300-80)
BEING all of Lot 30 in a subdivision known ae COUNT
PART THREE, SHEET 1, according to a plat of settle duly
C, Harnett County, NC Registry.
MTRY SQUIRE ESTATES, SECTION III,
duly recorded in Plot Cabinet PC-F, Page 548-
(PIN #01-0505-01-030041)
all of Lot 31 in a subdivision known as COUNTRY SQUIRE ESTATES, SECTION III,
VREE, SHEET 1, according to a plat of saw duly recorded in Plat Cabinet PC-F, Page 548-
1tt County, NC Registry.
(PIN #01-0505-01-0300-82)
P)
C,
BEING all
PART THII
C, Harnett
BEING all of Lot it
PART THREE, SHEM
C, Harnett County, NC
TRACT SIXTY-SIX
BEING all of Lot 88 in s mmi?
PART THREE, SHEET 1, accor4
C, Harnett County, NC Registry.
TRACT SIXTY-SEVEN (PIN
nNTRY SQUIRE ESTATES, SECTION III,
duly recorded in Plat Cabinet PC-F, Page 548-
BEING all of Lot 89 in a subdivision know C T Y
PART THREE, SHEET 1, according to a of
C, Harttott County, NC Registry.
TRAt f' SIXTY-EIGHT (PIN #01-0505-01-03b"l
BEING all of Lot 90 in a subdivision known as C
PART THREE, SHEET 1, according to a plat of duly
C, Hamett County, NC Registry.
TRACT SIXTY-NINE (PIN #01-0505-01-0300-48)
BEING all of Lot 66 in a subdivision known as COUNT
PART THREE, SHEET 2, according to a plat of same duly
C (A), Harnett County, NC Registry.
TRACT SEVENTY (PIN #01-0505-01-0300-49)
BEING all of Lot 67 in a subdivision known as COUNTRY SQUIR
PART THREE, SHEET 2, according to a plat of same duly recorded in
C (A), Harnett County, NC Registry-
TRACT SEVENTY-ONE (PIN 901-0505-01-0300-50)
ESTATES, SECTION III,
at Cabinet PC-F, Page 548-
3, SECTION lit,
PC-F, Page 548-
BEING all of Lot 68 in a subdivision known as COUNTRY SQUIRE ESTA
PART THREE, SHEET 2, according to a plat of same duly recorded in Plat Cabi
C (A), Harnett County, NC Registry.
subdivision known as COUNTRY SQUIRE ESTATES, SECTION III,
according to a plat of same duly recorded in plat Cabinet PC-F, Page 548-
1-0505-01-0300-87)
n known as COUNTRY SQUIRE ESTATES, SECTION III,
to a plat of same duly recorded in Plat Cabinet PC-F, Page 548-
-0300-90)
Wj?m as COUNTRY SQUIRE ESTATES, SECTION a
plat of same duly recorded in Plat Cabinet PC-F, Page 548-
IRE ESTATES, SECTION III,
in Plat Cabinet PC-F, Page 548-
I In,
548-
(PIN #01-0505-01-0300-51)
of Lot 69 in a subdivision known as COUNTRY SQUIRE ESTATES, SECTION III,
EE, SHEET 2, according to a plat of same duly recorded in Plat Cabinet PC-F, Page 548-
iett County, NC Registry.
(PIN #01-0505-01-0300.61)
B NG atl of v19 in subdivision known as COUNTRY SQUIRE ESTATES, SECTION Ili,
PART E rdirtg to a plat of same duly recorded in Plat Cabinet PC-F, Page 548-
C (A), a C egistry.
#dl-d505-bt-4300-62) 1V V
BEING all 80 ' a ivision known as COUNTRY SQUIRE ESTATES, SECTION III,
PART THRE , S T , according to a plat of same duly recorded in Plat Cabinet PC-F, Page 548-
C (A), Harnett oun , Re ry.
TELACT S IMTY E (P I-Q?05-01-0300-63)
BEING all of Lot 81 ' a i ' on nown as COUNTRY SQUIRE ESTATES, SECTION III,
PART THREE, SHEET di a at of same duly recorded in Plat Cabinet PC-l~, Page 548-
0 (A), Harnett County, N R
TRACT SEVENTY-SIX (PI #0? 0 -0 3 )
BEING all of Lot 82 in a subd ion o as UNTRY SQUIRE ESTATES, SECTION III,
PART THREE, SHEET 2, accord at duty recorded in Plat Cabinet PC-F, Page S48-
C (A), Harnett County, NC Regis
TRACT SEYYEbaY-,SEVEN (PIN #01-0505-01 -6 )
BEING all of Lot 83 in a subdivision kno as Y QUIRE ESTATES, SECTION III,
PART THREE, SHEET 2, according to a p of e y rded in Plat Cabinet PC-F, Page 548-
C (A), Harnett County, NC Registry.
TRACT S?EMIY-EIGHT (PIN #01-0505-01-03 -66)?--?
BEING all of Lot 84 in a subdivision known as C S IRE ESTATES, SECTION 111,
PART THREE, SHEET 2, according to a plat of same in Cabinet PC-F, Page 548-
C (A), Harnett County, NC Registry. y-,
T SEVENTY-NINE (PIN #01-0505-01-0300-67) 4 k,,? -\/
BEING all of Lot 85 in a subdivision known as COUNTRY1
PART THREE, SHEET 2, wc+ording to a plat of same duly recor in
C (A), Harnett County, NC Registry.
TRACT EIGHTY (PIN #01-0505-01-0300-68)
BEING all of Lot 86 in a subdivision known as COUNTRY SQUIRE
PART THREE, SHEET 2, according to a plat of same duly recorded in Pt
C (A), Harnett County, NC Registry.
TRACT EIGHTY-ONE (PIN #01-0505-01-0.300-69)
BEING all of Lot 87 in a subdivision known as COUNTRY SQUIRE
PART THREE, SHEET 2, according to a plat of same duly recorded in PI
C (A), I Iamett County, NC Registry.
WANiS. SECTION 111,
n PGF, Page 548-
(PIN #01-0505-01-030043)
all of Lot 13 in a subdivision known as COUNTRY SQUIRE ESTATES, SECTION III,
?O, according to a plat of same duly recorded in Plat Cabinet PC-F, Page 509-A, Harnett
NC Registry.
(PIN 401-0505-01-0300-44)
a subdivision known as COUNTRY SQUIRE ESTATES, SECTION Ill,
a plat of same duly recorded in Plat Cabinet PC-F, Page 509-A, Harnett
TRACX El P #01-0505-01-0300-43)
BEING all Lo 5 a Pvision known as COUNTRY SQUIRE ESTATES, SECTION III,
PART TW ' g to plat of same duty recorded in Plat Cabinet PC-F, Page 509-A, Harnett
County. NC ry-
TRAU E HTY-F E 1-0505-01-0300-46)
BEING all of Lot i i ' as COUNTRY SQUIRE ESTATES, SECTION III,
PART TWO, accordi to pl c duly recorded in Plat Cabinet PC-F, Page 509-A, Harnett
County, NC Registry.
TRACT EIGHTY-SIX (P
BEGINNING at a point, sai 1?an f intersection of the center time of S.R. 41120
and S.R. # 1121; and running th t Dent me of S. R. # 1120 North 69 degrees 36 minutes
West 347.71 feet to a point; t o 82 41 minutes West 257.92 feet to a point; thence
North 25 degrees 50 minutes West .9 to a poi ce North 66 degrees 51 minutes East
321.32 feet to a point in the center ' of S. IR #t l; c e with the canter line of S.R. #1121
South 36 degrees 13 minutes East 725.82 feet t nt d place of BEGINNING, containing
4.13 acres, more or less.
TRACT EIGHTY-SEVEN (S/0 PIN #01 04
BEING all of Las 59 and 60 in a subdivision k PPY RESSECTION 2, as shown on
plat of same recorded in Book of Plats 18, Page 1' ImRegistry and subject to
restrictive covenants as recorded in Book 592, Peg 2 H County Registry.
?v
?no
?U?
MIBIT "A" CONTINUED
AVERETTE ENGINEERING CO., P.A.
Civil Engineering • Planning 0 Land Surveying
1717 Swan Street
FayettevBle, North Carolina 25303
Phone [phone]W
VXX [phone]
September 9, 1999
FLORENCE C. WELLONS
0.02 ACRES
COUNTRY SQUIRE ESTATES
SECTION THREE PART THREE
BEG a int ' the right-or-way of York Court, said York Court having a 40 foot
right-of-way, po' ing a corner of Lot 78 as shown on a plat entitled Country Squire
Estates Sectio art e, Sheet 2 of 2 and recorded in Plat Cabinet "F' Slide 548-C(A)
of the Harnett line gistry and running thence with the saudmm lime of said
Lot 78 South 82 4 econd3 East 100.33 fiat to a point, said point being the
southeast corner o s t with the eastern line of said Country Squire Estates
Section Three Part ee 0 grees 00 minutes 32 seconds West 10.03 feet to a point,
said point being the port co of 77 of said Country Squire Estates Section Three Part
Three; thence with then line f Lot 77 North 82 degrees 43 minutes 28 seconds West
102.08 feet to a point in r' - y of York Court; tbmcc with the said right-of-way of
York Court along a curve th a of 40.00 feet, a chord bearing of North 07
degrees 16 minutes 32 seco rd a of 10.00 feet for an arc length of 10.03
feet to the point and place of B G wing 1005 square foet more or less and being a
10 foot strip of land between sat 77 d 78 of said Country Squire Estates Section Three
Part Three.
This deed description was prepared by
Averette Engineering Co., P. A. of Faye
Land Surveyor L-3533 of
N
SEAL =:
L-3533
-I r
0
EXHIBIT "A" CONTINUED
AVERETTE ENGINEERING CO., P.A.
Civil Engineering • Planning* Land Surveying
?o
s
1717 Swann Street
Fayetteville, North Carolina 28307
Phonc [phone]
FAX [phone]
January 25,1999
Florence Wellons
3.53 acre tract
Anderson Creek Township
arnett County, North Carolina
TRACT HE IN 001-0505-01-030095)
The above description was prepared by Mark R.
Engineering Co., P.A. of Fayetteville, N.C. from old surveys
and plats of record.
BE Nt existing concrete monument, said existing concrete
monument the no heast comer of that tract of land described as the
second trac a d co a in D ed Book 502, Page 50 of the Harnett County
Registry, Nort roli n n rng thence with the eastem line of the said
second tract o O 8 ,Page 50 South 05 degrees 12 minutes 29
seconds West 8 f t t n existing iron pipe, said existing iron pipe being
the southeast corn of t as shown on a plat entitled Country Squire
Estates, Section Th a re Sheet 2 of 2 and recorded in Plat Cabinet F,
Slide 548-C of the a ett u ty Reg' try. North Carolina, said existing Iron
pipe being South 86 d r5 nu S seconds East 595.24 feet from an
existing Iron stake, sal x nit ak e(ng the southwest comer of Lot 73
of said plat recorded In P t et F lids 548 C of the said Harnett County
Registry, North Carolina a nni thence with the eastern and northeastern
tines of sold Plat Cabinet F, Sti 548 C th lowing courses and distances:
North 03 degrees 00 minute 2 second ast 00.00 feet to a point on an
existing sanitary sewer manhole; ih a rth 8 degrees 59 minutes 28
seconds West 114.02 feet to an exis g i s ke; thence North 25 degrees 24
minutes 44 seconds West 343.47 f et t n e 'tin iron stake; thence North 38
degrees 00 minutes 49 seconds W t 1 fee o an existing iron stake In the
southeastern margin of Edgecombe rive, s ' d ecombe Drive having a 50
foot right-of-way; thence North 35 de mind s 38 seconds West 50.07
feet to a point in the northeastern margin E gecombe Drive; thence
North 43 degrees 16 minutes 56 seconds 96t 1 7. T feet to an existing iron
stake; thence North 54 degrees 25 minu s se nds West 22.06 feet to a
point where the northeastern line of said P t Ca ' Ide 548 C intersects
the northern line of the said second tract of Dee k 2, age 50, said point
being South 82 degrees 38 minutes 11 seco s as 1 2.17 feet from an
existing concrete monument, said existing cone to u eing a corner in
the said northern line of the second tract of Dee Boo 5 P ge 50; thence
with the said northern line of the second tract of D k 5 ge 50 South
82 degrees 38 minutes 11 seconds East 537.58 feet o e nt nd place of
BEGINNING containing 3.53 Acres more or less and in po oprgf the said
Second Tract of Deed Book 502, Page 50. ?" ?
URIBIT "A" CONTINUED
VERETTE ENGINEERING CO., P.A.
Civil Engineering • Planning • Land Surveying
?O
1717 5rraee Stroet
Fayetteville, North Carolina 28303
Phone [phone]
FAX (910) 48"181
January 25, 1999
Florence Wellons
14.77 acre tract
Anderson Creek Township
lrnett County, North Carolina
TRACT NINE (S 1-05-0300)
at an xisting iron stake in the western line of that tract of
land describ s s d tr t and recorded In Deed Book 502, Page 50 of
the Harnett Co nt R s , I Carolina, said existing iron pipe being South
06 degrees 22 in 2 East 420.52 feet from the northwest corner of
said second trac S 502, Page 50 and running thence with the said
western line of the s n outh 06 degrees 22 minutes 28 seconds East
405.03 feet to an I cr a monument; thence South 86 degrees 13
minutes 38 seconds 5 f t to n existing Iron pipe; thence South 86
degrees 59 minutes 2 se s E t 5 feet to an existing iron stake, said
existing iron stake bet s st rner of Lot 64 as shown on a plat
entitled Section Two, Co try a ates, Addition of Lots 42-57;64-76 and
recorded in Plat Cabinet F, 1 68 of the said Harnett County Registry, North
Carolina, said existing iron s ke ing North egrees 59 minutes 28 seconds
West 130.00 feet from an exi ' g iron pipe a so theast comer of said Lot 64 a
control comer for said Section Two, Cou ry S uir Estates, Addition of Lots 42-
57:64-76; thence with the western li of re aid addition to Section Two
the following courses and distan . No 0 e ees 00 minutes 32 seconds
East 408.64 feet to an existing i s k o 12 degrees 33 minutes 16
seconds East 187.91 feet to an exists g iron s , North 22 degrees 30 minutes
05 seconds East 204.97 feet to an ex sta , thence North 32 degrees
49 minutes 39 seconds East 58.18 feet to a of th northern line of the said
second tract of Deed Book 502, Page 50; ce 1 the said northern line of
the said second tract of Deed Book 502, g N h 87 degrees 48 minutes
01 seconds West 642.06 feet to a point in t line a ct of land described
in Deed Book 1017, Page 904 of the Harnett o ty 1 ry, North Carolina;
thence with the line of said tract the following c rs a istances: South 81
degrees 53 minutes 55 seconds West 5.36 feet a nt; 01 degrees 30
minutes 05 seconds East 110.00 feet to a point; S th 4 d. ee 55 minutes 55
seconds West 204.55 feet to a point; South 61 deg t 55 seconds
West 150.51 feet to a point; South 06, degrees 18 nu s conds East
50.00 feet to a point and South 83 degrees 41 minutes 55 nd st 159.15
feet to the point and place of BEGINNING containing . 7 a 5 or less
and being a portion of the said second tract of Deed Book 0 e 5 .
The above description was prepared by Mark R. $
Engineering Co., P.A of Fayetteville, N.C. from old surveys by
and plats of record.
MIBIT "A" CONTINUED
AVERETTE ENGINEERING CO., P.A.
Civil Engineering 0 Planning a Land Surveying
?O
s
1111 Swann Street
Fayetteville, North CaroUna 28303
Phone (910) 433-M6
FAX [phone]
January 26, 1999
j Florence Wellons
1 56.75 acre tract
?ndersori Creek Township
Harnett County, North Carolina
TRACT NI TY N 801-0505-0300)
point where the western line of that tract of land shown on a
plat entitled un re Estates, Section Two Addition of Lots 42-57; 64-76 and
recorded in I met , Slide 68A of the Harnett County Registry. North Carolina
Intersects wtt t rn line that tract of land described as the Second Tract
and recorded i ed 5 , age 50 of the Harnett County Registry, North
Carolina; said i 1 orth 87 degrees 48 minutes 01 seconds West,
1328.95 feet f ncrete monument, said existing concrete monument
being a comer in the d line of the second tract of Deed Hook 502, Page
50, and running the th sa northern line of the second tract of Deed Book
502, Page 50 North 8 re Inutes 01 seconds West, 1342.06 feet to a point
in the eastern line of th t to is 'bed and recorded In Deed Book 1017,
Page 904 of the said H egi , North Carolina; thence with the said
eastern line of Deed Book 1 North 81 degrees 53 minutes 55 seconds
East, 169.64 feet to an s 91 stake, said existing iron stake being the
southwest comer of that tra of nd descri s Tract It and recorded In Deed
Book 639, Page 689 of the sa' amett cou R €stry , North Carolina; thence with
the southern line of said Tract it of Dee 00 39. Page 889 North 81 degrees 53
minutes 55 seconds East 65.53 feet po , id int be€ng the southeast comer
of said Tract tl of Deed Book 639, ag 89; a with the eastern line of said
Tract II of Deed Book 639, Page 68 the In courses and distances; North 34
degrees 27 minutes 00 seconds Ea , 134.8 f to a point; thence North 05
degrees 46 minutes 00 seconds W feet a point; thence North 18
degrees 48 minutes 05 seconds West, 19 look to an existing iron stake, sold
existing iron stake being the northeast carne of aI r ct 11 of Deed Book 639, Page
689, and a common comer with the said ire nd escribed in Deed BOOK 1017,
Page 904; thence with the said eastern line f t c o land described in Deed
Hook 1017, Page 904 North 18 degrees 48 minute 05 o s West 180.88 feet to
an existing iron pipe, said existing iron pipe also el s utheast comer of that
tract of land described as Tract 1 and recorded 1 s ' De k 639, Page 689;
thence with the eastern line of said Tract 1 of De Bo k 9, age 689 North 18
degrees 48 minutes 05 seconds West. 171.64 feet to I s point being the
northeast comer of said Tract I of Deed Sock 839, ag $ ence with the
northern line of said Tract I of Used Book 639, Peg 6 1 degrees 42
minutes 00 seconds West, 161.90 feet to a point in the s e I€ of that tract
of land described in Deed Book 1017, Page 904 said pain s € th northwest
comer of said Tract I of Deed Book 639, Page 689; then w€ t e s id eastern
and the northern lines of said Deed Book 1017, Page 904 th 11 in co es and
distances: North 18 degrees 12 minutes 05 seconds West, 45. f t an xisting
iron stake In the eastern margin of a 60 foot street; thence rees 47
minutes 55 seconds West, 130.23 feet to a point, the p.c. In the er gi f a
60 foot street ; thence with the said northern margin of the 60 to a
curve to the left having a radius of 315.00 feet, a chord bearing of Sou r s
48 minutes 52 seconds West and a chord distance of 120.04 feet, for a a nag
120.78 feet to a point; thence North 31 degrees 22 minutes 05 s on t,
189.85 feet to a point; thence North 44 degrees 54 minutes 05 sec es
197.00 feet to a point; thence South 74 degrees 27 minutes 55 seco st
232.90 feet to an existing iron comer, said existing Iron being the northwest e I
ACT itLKETY-OtdE :;?,',
the atoramil d tract of tend d?Vdeed Book 1017, Page 904, said existing trop
comer also being in the eastern tight-of-way margin of S.R. 1121, said S.R. 1121
having a 60 foot right-of-ray; thence a new line South 64 degrees 54 miruies 33
seconds West 30.00 foot to a polM in the centerline of said S.R. 1121, sold point also
being a point In the western line of that tract of land described as the Third Tract and
recorded in said Deed Book 502, Page 50 In the said Haman County Registry, North
Carolina; thence with the said western fare of the Third Tract of Deed Book 502,
Page 50 and the centerline of said S.R. 1121 the following courses and distanced-.
kNorth 05 degrees 04 minutes 20 seconds West, 883.19 feet to the point of curvature
of said S.R. 1121; thence along a curve to the left having a radius of 1480.00 feet. a
bearing of North 18 degrees 03 minutes 48 seconds West and a chord
ce oT 646.51 feet for an arc length of 662.07 feet to the point of tangency of
1121; thence N0" 31 degree 03 rrlirwtes 1 S seconds West , 470.04 feet to an
;Us!
p.k. "i a the nlarseciloaid S.R. 1120 having a 60 r of the aid third tract of hem line of the said third tract of De9d Book 50Z, Page 50 and the centerline of
S.R. 1120 South 68 degrees 18 minutes 19 seconds East 1016.35 feet to an
exlstt p.k. nat. in the said centerline of S.R. 1120; thence continuing with the said
her line of the third tract of Dead Book 502, Page 60 and the said centerline of
.R 11 SouA 66 degrees 07 minutes 06 seconds East. 886.83 teat to a point in
the a cer*Mp of S.R. 1120, said point being North 68 degrees 15 minutes 27
s? co s .19 feet from an existing p.k, nail in the said centerline of S.R.
1' 20, Id p rut also being the northwest comer of that tract of land as described and
ad Deed Book 597, Page 91 of the sold Flamed County Registry, North
rd' with the western line of the saki tract described in Deed Book 597,
91 So th 2 degrees 44 minutes 33 seconds West, 250.00 feet to a point, said
e hwest corner of said tract descrtbed in Deed Book 597, Page 2T,
tha co m of said tract described in Deed Book 597, Page 91 and
u g w am lines of those tracts of land described in Dead
800 1 ps 1 and Book 724, Page 170 and recorded in said Flamed
County rth Ina South 58 degrees 15 minutes 2T seconds East,
388.19 t poi the western tins of that tract of land shown on a plat entitled
Section Cou Squire and recorded In Plat Cabinet 'C', Slide 780 of rvty the sold ti I Refits Carolina; thence with the saki western lino
of Section a Country Estat South 21 degrees 44 minutes 33 seconds
West, 174.00 feet to the u I or of Lot 55 of said Section One Country
Squire Estates; then with line of said Lot 55 South 88 degrees 20
minutes 39 s as .64 t a point; thence cardming with the said
southern fine of $ Lot of no Country Squire Estates along a curve to
the left having a to feet, chord hearing of North 56 degrees 39 minutes
21 seconds East d,ond die c e of 35,36 feet for an arc length of 39.27 feet to
a point in the western ht of Old Salem Lana, said Old Salem Lane
havingv 50 foot right-of-way; nce wAh t said western dghtof-way of Old Salem
Lane the IoNWAV courses a 21 degrees 39 minutes 21 seconds
West, 100.00 feat to a pd tWc4AI0 a curve in the M having a radius of
505.01 feat, a chord bearhg ShUM07 56 minutes 21 seconds East and a
chord distance of 499.33 for an 522.30 feet to a point thence
South 37 degrees 36 minutas East, 1 .05 fast to a point; Vows along
a curve to the loft having a radius 7 b a chord hearing of South 38
degrees 49 minutes 30 seconds E a rd iatarce of 32.17 feet for an arc
length of 32.17 feet to a point, saki poi corner of Lot 79 as
shown on a plat entitled Country Squ E s. coo. Addition of Lob 77-95
and recorded in Plat Cabinet F, Slid 38 a Hamad County Registry,
Nord Catolina; thence with the western line said Squire Estates, Section
Two, A"Uon of Lots 77-96 the following rses d : South 49 degrees
57 minutes 03 seconds West, 121.76 feet a th ouch 39 degrees 44
minutes 36 seconds Weal, 169,00 feet to .sal ring the southwest
comer of Lot 77 of sold Country Squire Es Of Lots 77-95
and the northwest comer of Loot 76 of said un Squire Estates
Addition of Lois 42-57; 64-78; thence with the tine of Section Two
Country Squire Estates Addition of Lots 4257; -7 courses and
distances: South 39 degreas 44 minutes 36 Saco W 1 f to a point;
thence South 32 degrees 49 rrsrartes 39 seconds W 124, f lo a polrht and
place of BEGINNING containing 56.75 Acres more on I nion of the
said Third Tract of Deed Book 502, pop 5o and siso Ind 8 of that
tract of lend as described in a deed to Florence C. !Nall s a rded I Deed
Boots 746, Page 538 and recorded in the Haman County R e--%
The above description was prepared by Mark R.
Engineering Co., P.A. Of FayeftVAle. N.C. from old surveys by
plats of record.
EXHIBIT "A" CONTINUED
AVERFI TE ENGINEERING CO,,,. P.A.
Civil Engineering • [Manning • Land Surveying
17175wannStreet t 4rtg E ?Ez• . p+
Foyattevitla. Worth Carolina 28303 to i y L 15 0 ?' } W
Phone[phone]&56 % ti P ?:
Q' + '0 f.
FAX [phone] sytr?: i
August 27, 1993 p`.'.r
t j., ?44 .......
W. e. wellons, are, at. al. . 'vra
136..05 05 Acres
S.R. 1171 told farm Road)
Anderson Creek Township
Rarnett county
spring Lies. North Carolina
CT NIN 0 or point Apartments (PIN#01-0514-0014)
at an a iron pips at the northeast corner of a tract
b1 land b nqI t 1 s Land Company, said bsgLmLng point being
alma No 75 aq r 31 too 24 swoons fast 182.82 feat from the -
eastern a or Late 121 having a 60 foot tightrot-way, said
beginning Lot so be' point of beginning as shown in a Dead
of Trust ree ded a 782, Page 766 in the office of the
Reg Later of or no County, Worth CarolLoar and running theses
South 76 dog 31 14 seconds Meat 18242 het to an existing
iron pipe in he margin of said State Road ;11211 thence with
water. margin s hood 41121 the followLng cohrese and
dUtancesh Wart 04 s 25 notes 24 seconds cart 100.00 feat to a
Dew Iran atskal h 1 aLautss 74 seconds bast 100.00 feet to
a new iron stater No h 32 utse 36 Remade West 42.55 feet
to a new iron aloha a minutes 34 socands Seat 54.96
tent to a new iron N 0 a 53 minutes 36 Seconds West
100.00 lest to a now Lron aka 4 degrees 58 mantes 47 seconds
West 349.80 fast to an ips. said iron pips also being the
¦outhwst corner of Cacolln To no and Telegraph company Property
rBord" 1R Deal look 7 , f 6 in the office Of the 1SgistSr Of
needs for Rarnett Cwntyr cerol al w with the southern line of
said Caroliaa Talmphena and beyond North 74 degrees
19 minutes 29 seconds Rest 23 90 teat new a ataksi thence south
4S degrees 02 minutes 37 r ad.(% 197 00 o a new icon atakal
thence south 11 dagreas 30 ml e*§,97 se art 99.65 feet to a new
iron stake in the northern me v of it int rNt; thence along the
are of a curve to the right wi ¦ t Street having a radius
of 315.OD fast, an are distance 1 .78 t and a chord bearing and
distance o! Borth 60 degrees 40 mi a 2 eecande lest 0.04 feet to a
new iron -taxes thence corhtLaming th Nortb Po seat North 71
degrees 39 minutes 23 seconds Nast 1 3 feet to a stake in the
e•starn margin of Jeff street; thanes with the • rr marg of said Jati
street the followlaq mums& and distammul sou It d minute. 37
seconds Nast 05.00 lest to a now iron .take, i loo being a
point of curvature at a-carver sla" the o! we to the left
having a radius of 114.17 fast, an are a 49. ! ands. chord ----'
bearing and distance of south 30 degrees 39 Brm last 48.76
•fast to a amid iron stake also being a pOln of tan of said anrvel
south 42 dogrses 58 minutes 37 soconda last WOO f a new Iron
.tak•p thence North 69 degtems 01 aeiuahtaa 23 me ]12.6 feet to a
new Lron atakel theme South 18 dogmas 36 minutes 37 as 180.88
rest to a new iron stakal than= south 76 dmgrsea to 2 seconds
West 75.29 feet to a now Iran stake Oil the right-Of a of 1-de-sac
at the scathera end of said Jeff etrsetl thence w h of Said
Sul-drew as it curves to the right on a radius f 50.00 are
distance of. 91.24 feet and a chord bearing and d t South 3a
depress 27 minutes 53 aeceeds Mast 79.10 feet to a new on r t
South 00 degrees 44 mLnetae 23 seconds !last las.31 1 t o n
stakes thence South al degrees 4% minutes 23 Samada West s. t •
now iron stake; theses South OS degrees 38 minutes 37 se ds net .00
test to a new iron stake/ theme south 42 degrees 47 si of
Wart 204.55 feet to a new Iron staker thence South 61 dogr a 14 at s
21 saaonds Nest 150.61 test to a now iron stale; thence Ron
26 minutes 37 seeends fast 50.00 feet to a new iron mtekel thence out 3
degrees 33 minutes 21 seconds Weft 160.00 test to a new Iran • ¦
Iron stake being in the seats= line of'Chinaberry toxin r in
look 849, Page 808 in the office of the Register of Deeds for t
County, North carolinaf !bane- with the eastern line of said Chi s
tam and beyond North 06 degrees 34 siraetes 00 seconds West 420.52 t
point and plans of BNolanwo, and containing 15.05 acres more on ISBN
being the same property as shown in said Dead of Trust as recorded in
Book 762, Page 7645 In the office of the Regietar of Dews for lira t
County, North Carolina.
This dead description was prepared by Charles D. Avarette, Aagimecad
Land Surveyor L-1660 of kveratte ingineering Co., P.A.
r +
EIRIBIT "6" CONTIMED
AVERETTE ENGINEERING CO., P.A.
11
Civil Engineering • Planning* Land Surveying
?U
v
TRACT
1717 Swann Street
Fayetteville, Korth Carotins 28303
Phone (910) 488-U%
FAX [phone]
September 9, 1999
FLORENCE C. WELLONS
80.48 Acre Tract - Coopers Ranch
Anderson Creek Township
Harnett County, N. C.
101-0504-0094, 01-0504-0097, 01-0504-0098 and 01-0504-0314)
kt- „f 1nnel to Cnonars Ranch includitm Lots 1. 2, & 3
Starting at ex' r it at the centerline intersection of State Road No. 1120 and .
Road No. I g thence with the centerline of said State Road No. 1121 South .
degrees 03 in s 0 seconds East 473.16 feet to a point; thence along a curve to the right, said
curve having t of 1 0.00 feet; a chord bearing of South 30 degrees 20 minutes 01
seconds East a ch of 36.33 feet for an arc length of 36.34 feet to the point and
place of BEG , sai po at lace of beginning being the northeast corner of that tract
of land described t o It t recorded in Deed Book 502, Page 50 of the Harnett
County North Caro 'na g' a continuing with the said centerline of State Road No.
1121, said centerline bei the line of said Fourth Tract along a. curve to the right, said
curve having a radius f 0.0 fe a chord bearing of South 17 degrees 21 minutes 20
seconds East and a chor 1 82 feet for an arc length of 620.55 feet to the point of
tangency in the said centerl a ad 121; thence continuing with the said centerline
of State Road No. 1121 So lYde es 43 seconds East 20.74; thence leaving said
centerline of State No. 1121 S th gre 4 minutes 17 seconds West 29.98 to a point, said
point being the northeast come f at tr t of land described and recorded in Deed Book 1358,
Page 745 of the said Hamett Co ty orth Carol' gistry; thence with the northern line of
said tract of land described in D d Book 135 Page 45 South 84 degrees 54 minutes 17
seconds West 150.00 feet to a point, said p ' t be' the orthwest corner of the said tract of
land described in Deed Book 1358, Page nce wi the western line of the said tract of
land described in Deed Book 1358, P e 7 So 05 degrees 05 minutes 43 seconds East
125.00 feet to the southwest comer of th sai t of d described in Deed Book 1358, Page
745 and said point also being in the north rn line t of land described and recorded in
Deed Book 1358, Page 737 Harnett Conn o Carols Registry; thence with the said
northem line of the said tract described in. ee B qdCPS , Page 737 South 84 degrees 54
minutes 17 seconds West 15.00 feet to a pont, s 'd of ei g the northwest corner of the said
tract of land described in Deed Book 1358, Pago 737 So es 05 minutes 43 seconds
East 200.00 feet to a point, said point being the Cost com of the said tract of land
described in Deed Book 1358, Page 737; thence with t s l' a of the said tract of land
described in Deed Book 1358, Page 737 North 84 de 54 ' es 17 seconds East 165.00
feet to a point, said point being the southeast comer of a sat tra of d described in Deed
Book 1358, Page 737; thence North 84 degrees 54 minute nds t 29.98 feet to a point
on the tangent in the said centerline of State Road No. 1121; n w' said centerline of
State Road No. 1121 South 05 degrees 05 minutes 43 secon E .6 Coe to a point in the
said centerline of State Road No. 1121; thetice continuing wi said i e of State Roan
No. 1121 South 04 degrees 49 minutes 19 seconds East 442.24 f t a tnt rvattue in the
said centerline of State Road No. 1121; thence along a curve to 1 ri vin a radius of
2200.00 feet; a chord bearing of South 00 degrees 29 minutes 55 W d a chord
length of 407.98 feet; for an arc length of 408.57 feet to a P. K. d P ail being the
southeast corner of the said Fourth Tract of Deed Book 502, Page 50, s ' ail ing North
08 degrees 11 minutes 38 seconds East 743.90 feet from an existing said
centerline of State Road No. 1121; thence with the southern line of the said o rac f d
Book 502, Page 50 South 78 degrees 50 minutes 38 seconds West 31.39 feet t an ti g on
pipe; thence continuing with the said southern line of the Fourth Tract of D B a
50 South 78 degrees 36 minutes 51 seconds West 135.87 feet to an existing iron aid
EXHIBIT "A" CONTINUED
//_C9kMUT10K OF TRACT NINETY-THREE
exi g iron pipe being the southeast corner o the propetry shown on a plat enUtl'ecl'itiiopers
nth and recorded in Plat Cabinet "F" Slide 97 C of the Harnett County North Carolina
istry: thence with the eastern line of said Coopers Ranch North 30 degrees 15 minutes 38
sec ds West 184.85 feet to a point in the southern line of a 60 foot ingress/egress easement "A"
th southern line of the ingress/egress easement described as the Second 'tract and recorded
it} Ace Book 712, Page 698 of the said Harnett County North Carolina Registry, Thence with
e them line of said ingress/egress easement "A" and the said Second Tract of Deed Book
7 ge 8 the following courses and distances: along a carve to the right having a radius of
4 64 t, chord bearing South 69 degrees 16 minutes 03 seconds West and a chord distance
f l?fe for rc length of 151.51 feet; thence South 78 degrees 47 minutes 31 seconds
e 4A46'. to a int, said point being the southwest corner of said easement "A" and the
and a f D ook 712, Page 698, said point also being the southeast comer of a 60 foot
ingress/ ess " as shown on said Plat of Coopers Ranch; thence with the western
line o sai ' gr s/egr ement "A" and the Second Tract of Deed Book 712, Page 698 and
the eas li of said ?t "B" North 11 degrees 12 minutes 29 seconds West 60.00 feet to
a point, s ' poi on comer with that tract of land described as the First Tract and
recorded i s d B k 712, Page 698 at the said Harnett County North Carolina Registry;
thence with the orth of said easement "A" and the Second Tract of Deed Book 712, Page
698 end the s ut ne of t said First Tract of Deed Book 712, Page 698 North 78 degrees
47 minutes 31 o ds 0. 0 feet o a point, said point being the southeast comer of the said
First Tract of De d ook 1 Pag?B and the southwest corner of Lot 1 of said Coopers
Ranch; thence wd th m e said First Tract of Decd Book 712, Page 698 and said
Lot 1 of Coopers R o 11 egrees 12 minutes 29 seconds West 100.00 feet to a point;
said point being the no est f said Lot 1 of Coopers Ranch; thence with the northern
line of said Lot L of o a ch a d Lot 2 of said Coopers ranch North 78 degrees 47
minutes 31 seconds East 0 f to a int, s Aid point being the northeast comer of said Lot 2
of Coopers Ranch and a co rtt n er i o 3 and 4 of said Coopers Ranch; thence with
the common line between s is 3 of opers Ranch North 02 degrees 03 minutes 50
seconds East 62.15 feet to a p nt ' t ves margin of a private street shown on said plat of
Coopers Ranch as Aspen Avenu 60 of ingresss/e ss easement "C"; thence with the said
western margin of Aspen Avenue nd sement "C" a llowing courses and distances: with a
curve to the right having a radius o 50.00 feet, jlA ord b aring of North 10 degrees 58 minutes
48 seconds East and a chord distance of 98.8 eet n c length of 172.67 feet to a point of
reverse curvature; thence along a carve to a le avi g a adius of 20.00 feet, a chord bearing
of North 52 degrees 14 minutes 32, sec dos t a a c ord distance of 33.80 feet for an arc
length of 40.26 feet to a point; thence No OS minutes 29 seconds West 119.12 feet
to a point of curvature; thence along a cu to t .ng a radius of 20.00 feet, a chord
bearing of North 65 degrees 26 minutes 1 L second es n a chord distance of 34.64 feet for
an arc length of 41.88 feet to a point of revers cuatu ; hence along a curve to the right
having a radius of 50.00 feet, a chord bearing of o d rees 26 minutes 10 seconds West
and a chord distance of 86.61 feet for an arc ten f 209. a point of reverse curvature;
thence along a curve to the left having a radius of 20. a c rd caring of North 54 degrees
33 minutes 50 seconds East and a chord distance of 34.6 fe for length of 41.88 feet to a
point; thence North 05 degrees 25 minutes 29 seconds W st 64. f to a point, said point
being the northwest comer of said easement "C" in said spen ve e a d the northeast comer
of Lot 11 of said Coopers Ranch, thence with the northern ' o aid of l of Coopers Ranch
and continuing with the northern line of Lot LO of said Coop s c d e northern line of
the said First Tract of Deed Book 712, Page 698 North 89 de es mi a 29 seconds West
574.03 feet to a point, said point being the northwest corner of t aid Ir t of Deed Book
712, Page 698; thence with the western line the said First Tract Book 2, Page 698
South 35 degrees 10 minutes 31 seconds West 264.92 feet to a poin th nti ing with the
said western line of the First Tract of Deed Book 712, Page 698 Sou grees inutes 29
seconds East 355.00 feet to a point in the northern line of Lot 127 of sa Co h-,thence
with the northen of said Lot 127 and beyond with the northern tine of sa o ers nch South
78 degrees 47 minutes 31 seconds West 769.33 feet to a point; then co nut said
northern line of Coopers Ranch South 63 degrees 05 minutes 29 seconds 6;9et o a
point in the eastern margin of Tulip Drive, a 60 foot private street; thence co in t the
said northern lint of said Coopers Ranch Notch 79 degrees OZ minutes 24 sec n est
feet to a point in the western margin of said Tulip Drive; thence continuing with a ern
line of Coopers Ranch South 72 degrees 33 minutes 40 seconds West 134.99 feet to in e
eastern line of Lot 86 as shown on a plat entitled Laurel Hills Section 2 and record n s '
Hamett County North Carolina Registry; thence with the eastern line of said Lot,-8 o I

C INUATION OF. TRACT NINETY-TARFK M XT "A" CONT HUED
degrees 26 minutes 02 seconds West 185.94 feet to a point, said point being the northeast corner
of t Laurel Hills Section 2; thence with the northern line of said Laurel Hills Section 2 South
de es 58 minutes 41 seconds West 353.12 feet to a point, said point being the northwest
co r of said Laurel Hills Section 2; thence with the western line of Lots 84 and 83 of said
Ya I Hills Section 2 South 26 degrees 32 minutes 38 seconds West 207.62 feet to a point in the
rth line of Lot 79 of said Laurel Hills Section 2; thence with the northern line of said Lot 79
of tu-rkJ Hills Section 2 North 74 degrees 32 minutes 00 seconds West 50.95 feet to the
o we corner of said Lot 79 of Laurel Hills Section 2 and the northeast comer of that plat
iQe Laurel Hills and recorded in Plat Cabinet "E", Slide 147-A Harnett County North
Car i try, said point also being the northeast corner of Lot 73 of said Laurel Hills;
degrees 21 minutes 23 seconds East 30.53 feet to the point of INNING
containing 80.48 acres and being a portion of the said Fourth Tract of eed o 5 2, Page 50.
Subject to those easements shown on the recorded Plats of said Coope and rel Hills
and Laurel Hills Section 2 and that said easement described as the Seca r o D Book
712, Page 698.
minutes 08 and feet from an existing concrete monument, said existing concrete
monument ci th out est corner of the said Fourth Tract of Deed Book 502, Page 50;
thence with a to line of the said Fourth Tract of Deed Book 502, Page 50 North 26
degrees 27 mi tes ectio East 1197.14 feet to a point, said point being the southwest
corner of that t ]a s abed and recorded in Deed Book 1358, Page 741 Harnett
County North Caro in eg' ry t with the southern line of said Deed Book 1358, Page
741 South 63 degre 3 int ds East 400.00 feet to a point; thence with the eastern
line of said Deed B k 1 8 age 41 North 26 degrees 27 minutes 08 seconds East 400.00
feet; thence with the nort 1' aid Deed Book 1358, Page 741 North 63 degrees 32
minutes 52 seconds We 40 0 f t to paint in the said western line of the Fourth Tract of
said Deed Book 502, Pag en th he said western line of the Fourth Tract of said Deed
Book 502, Page 50 North 2 d s 7 in 08 seconds East 199.34 feet to a point, said
point being the southwest co ertat ac f 1 described and recorded in Deed Book 1358,
Page 739 of the said Harnett I C ling Registry; thence with the southern line of
said Deed Book 1358, Page 73 1 6 degrees 32 minutes 52 seconds East 400.00 feet;
thence with the eastern line of sat a ook 1358, 739 North 26 degrees 27 minutes 08
seconds East 400.00 feet; thence wit a northern a of 'd Deed Book 1358, Page 739 North
63 degrees 32 minutes 52 seconds West 400 fee o existing concrete monument, said
concrete monument being the northwest co r of e d F urth Tract of Said Deed Book 502,
Page 50; thence with the northern line of e ' Fo T t of said Deed Book 502, Page 50
South 89 degrees 12 minutes 43 second Eas 5.15 bet to a point, said point being the
northwest corner of that tract of land descri and r . Deed Book 593, Page 245 of the
said Harnett County North Carolina Registry; c ith th western line of said Deed Book
593, Page 245 South 00 degrees 28 minutes 58 ds E 189.54 feet; thence with the
southern line of said Deed Book 593, Page 245 7 de es 38 minutes 05 seconds East
350.22 feet to a point; thence continuing with the 'd south Deed Book 593, Page 245
South 89 degrees I 1 minutes 00 seconds East 496. an exis ' g iron pipe; thence with
the eastern line of said Deed Book 593, Page 245 North d 5 minutes 30 seconds East
110.05 feet to an existing iron pipe in the said northern ine of th u Tract of Deed Book
502, Page 50; thence with the said northern line of the Fo h to e Book 502, Page 50
South 89 degrees 12 minutes 43 seconds East 39.87 fe exi iron pipe; thence
continuing with the northern line of the Fourth Tract of De 5 age 50 North 58
degrees 21 minutes 23 second's East 233.86 feet to an existi g i ip n a ditch; thence
continuing with the said northern line of the Fourth Tract of D oak a 50 North 58
Ae e w th northern line of said Lot 78 North 63 degrees 32 minutes 52 seconds West 84.50
fe t e ort west corner of said Lot 78, said point also being in the eastern right-of-way line
o La o the estem line of said Lot 78 of Laurel Hills South 26 degrees 27 minutes
08 cond t 50 a point; thence crossing Laurel Road and to and with the northern line
of Lo t sai lls North 63 degrees 32 minutes 52 seconds West 195.00 feet to a
paint it a to line of t said Fourth Tract of Deed Book 502, Page 50, said point being the
northwe omc f sai and said Laurel Hills, said point also being North 26 degrees 27

The above deed description was prepared by Mark R. Seffels, Professional 0
L-3533 of Averette Engineering Co., P. A. from partial surveys, surveys by otl)
plats of record. ! a
EXHIBIT "A" CONTINUED
AVERETTE ENGINEERING CO., P.A.
Civil Engineering Planning Land Surveying
U

less and being Lots i to 5 and Lots 74 to 79 of said Section Three H y e

,1717 Swann Street
FayetteAK Nord Carolina x830;7
Phone 010) 48&5656
FAX [phone]
September 23, 1999
Florence C. Wellons
8.04 Acre Tract
Happy Acres
Anderson Creek Township
gmett County, North Carolina
IN 501-0504-0004)
in the center of S.R. 1120, said point being the
of land described as the Sixth Tract and recorded in
tie Harnett County Registry, North Carolina and
of the said Sixth Tract to and with the western
a AI titled Section Three Happy Acres and
e said Hamett County Registry, N.C.
s nds West 379.12 feet to a point; thence
id h Tract North 85 degrees 50 minutes 39
i id point being the northeast comer of Lot
n Happy Acres Subdivision and recorded
he s a Ott C my Registry, N.C.; thence with
l 46 31 minutes 25 seconds West
t g comer of Lot 9 of said Section
e e lin said Lot 9 South 10 degrees 06
! to oint, said point being a common
ion la Acres; th with the eastern line of
said Lot 8 South 56 degrees 23 as 36 seco s E t 103.11 feet to a point,
said point being a common comer with Lot 7 id Se n II Happy Acres;
thence with the northern line of said Lot 7 rth 6 07 minutes East
88.85 feet to a point, said point being th ort st me of said Lot 7; thence
BC'?it?rM: at C
beginning ? of t c
Deed Book o
running then the
tine of Lacs 1 to 4 s ow
recorded in Map 1,
South 35 degrees 0 mi ute
with the second line
seconds West 155.0 f
10 as shown on a plat t'
In Map Book 18, Page
the eastern line of said 1
75.0 feet to a point, said
I I Happy Acres; thence with
minutes 35 seconds East 12
comer with Lot 8 of said Sec
with the eastern line of said Lot 7 Sout 1 *n999'48
a point, said point being the northwest er f [ot 6
Acres; thence with the northern line of sa Lot 6
52 minutes East 166.29 feet to a point in the e m
Drive, said Happy Valley Drive having a 60 foot ' ht-
said eastern margin of Happy Valley Drive &I a rv
having a radius of 407.39 feet, a chord bearing S
91nutes West 70.0 feet to
said Section U Happy
ey?nd South 69 degrees
argf of Happy Valley
Mpy thence with the
p+to a left, said curve
t 1 fees 51 minutes
01 seconds West and a chord distance of 134.9 et f arc gth of 135.56
feet to a point, said point being the northwest comer o t 7 _;2p.Cllon I)
Happy Acres; thence vrnffi the northern line of at of 8 degrees 26
minutes 59 seconds East 248.3 feet to a point, said nt ing n
comer of said Lot 72 and Lots 69 and 68 of said 5e fl py • thence
with the western line of said Lot fib and Lots 67 and 86 Happy
Acres North 37 degrees 58 minutes 01 seconds East 198.43 et
thence with the western line of Lots B5 through 81 of said S io Il cre:
and beyond North 14 degrees 43 minutes 41 seconds East eet a 'nl
in the center of said 5.8.1120, said paint also being a point in e a
of the said Sixth Tract: thence with the said center of S.R. 112 e s '
northern line of the Sixth Tract North 75 degrees 15 minutes 38 s n st
3T 2.74 feet to the point and place of BEGINNING containing 8.04 ore or
and a portion of the said Sixth Tract as recorded in Deed gook 502, 5 f
the said HametE County Registry, N.C.
The above deed description was prepared by Mark R. Seffels, PLS N
L3533 of Averette Engineering Co., P.A. Fayetteville, North Carolina from de di
and plats of record. ca,"' I
HEAL
L-353,3

M f
MMIBIT 'W' CONTINUED
AVERETTE ENGINEERING CO., P.A.

Civil Engineering Plnnning Land Surveying
1717 Swann Street
Fayetteville, North Carolina 28303
Phone [phone]
FAX (910) 488-Ot61
September 23, 1999
Florence C. Wellons
17.88 Acre Tract
Happy Acres
Anderson Creek Township
Hamett County, North Carolina
TRACT NINE - (S/0 P?N 801-0504-0004)
BE GI I G a i t, sai point being the southeast comer of that tract
of land describe a the i T ac, and recorded in Deed Book 502, Page 50 of
the Harnett Cou ty is rolina and running thence with the eastern
line of the said Si o 24 degrees 38 minutes 34 seconds East
1401.93 feet to a poin ai ng the southeast comer of Lot 53 as shown
on a plat entitled Re si of a a n of Happy Acres Section Three and
recorded in Map Boo a e said Harnett County Registry, N.C.;
thence with the southe li id of orth 76 degrees 53 minutes 06
seconds West 235.01 fe tb-dpol d pAht being the southwest comer of
said Lot 53; thence with th w e lin f said Lot 53 North 23 degrees 58
minutes 45 seconds East 1 et a point in the right-of-way margin of the
cul-de-sac of Lakeview Co. Plaai 1-de-sac h g a 50 foot radius, said point
being the northwest corner of " Lot 53; t ce ng a curve to the right
having a radius of 50.00 feet, a chord be g o 0 60 degrees 17 minutes 36
seconds West and a chord distance of 00 et or n arc length of 10.02 feet
to a point, said point being the nort st er L 52 as shown on said
Revision of a Portion of Happy Acre Se 'o re , thence with the eastern line
of said Lot 52 South 23 degrees 58 m utes 45 ponds West 172.02 feet to a
point, said point being the southeast co 0 2; thence with the
southern line of said Lot 52 and beyond with a line of said Revision of
a Portion of Happy Acres Section Three No 7 8 de?re s 53 minutes 06
seconds West 292.77 feet to a point, said nt 9 northeast comer of Lot
46 as shown on a plat entitled Section li Hap Acr "slon and recorded
in Map Book 18, Page 51 of the said Harnett C e ' ry, C.; thence with
the eastern line of said Lot 4$ and beyond with the a m 'n of said Section II
Happy Acres Subdivision the following courses an di c uth 14 degrees
48 minutes West 65.0 feet to a point; thence Sout 1 d 4 inutes West
65.0 feet to a point; thence South 39 degrees 18 mi est .feet to a
point; thence South 05 degrees 20 minutes 01 seconds as et to a
point, said point being the--southeast corner of Lot 45 o a io appy
Acres Subdivision; thence with the southern line of said 45 degrees
42 minutes 59 seconds West 219.8 feet to a point in the e t t-o - y
margin of Martha's Lane, said Martha's Lane having a 60 f ht - ay;
thence with the said eastern right-of-way margin of Martha's L n h 4
degrees 13 minutes 01 seconds West 20.0 feet to a point, said t b ' th
northwest corner of Lot 44 of said Section li Happy Acres Subd1 '
c
with the northern line of said Lot 44 South 45 degrees 41 minutes
East 200.9 feet to a point, said point being a common comer of so' and
Lot 39 as shown on a plat entitled Revision of Lots 32-40 Reference- 1 of
21, Page 66 Happy Acres Section Three and recorded in Map Book 23,
of the said Harnett County Registry, N.C.; thence with the common line e n
said Lot 44 and said Lot 39 and beyond with the eastern line of Lot 43 of id
Section I I Happy Acres Subdivision South 58 degrees 28 minutes 01 seconds
West 234.63 feet to a point, said point being the southeast corner of said Lo 43-
.r EXHIBIT "A" CONTINUED
ih nce with the southern line of said Lot 43 North 42 degrees4 minutes 59
conds West 158.83 feet to a point in the said eastern margin of Martha's Lane:
Ihence with the said eastern margin of Martha's Lane South 48 degrees 13
mutes 01 seconds West 100.0 feet to a point of curvature; thence continuing
the said eastern margin of said Martha's Lane to and with the northern
Cna in of Happy Valley Drive, said Happy Valley Drive having a 60 boot right-of-
wa , along a curve to the left having a radius of 25 feet, a chord bearing of South
de rees 53 minutes 31 seconds West and a chord distance of 35.56 feet for
arc gth of 39.55 feet to a point; thence with the said northern margin of
Ha V ley Drive South 42 degrees 25 minutes 59 seconds East 244.86 feet to
erWi9t; t enc uth 33 degrees 11 minutes 44 seconds West 61.94 feet to a
p)sint in uth margin of said Happy Valley Drive, said point being the
ort cam of 24 as shown on a plat entitled Section I Happy Acres and
recur i 18. Page 15 of the said Harnett County Registry, N.C.;
th ce e ea line of said Lot 24 South 47 degrees 34 minutes West
20 eet a i t e southern tine of the said Sixth Tract of Deed Book
502, P e the said southern line of the said Sixth Tract of Deed
Book 2 a uth 42 degrees 25 minutes 59 seconds East 783.56 feet to
the pain an is of 6EGINNING containing 17.88 Acres more or less and
being Lot 41 o id Section If Happy Acres, Lois 25A to 40 of said
Section Th pp c and portions of the said Sixth Tract of Deed Book
502, Page 50.
The above des ption was prepared by Mark R. Seffels, PLS No.
L3533 of Averette in ri P.A. Fayetteville, North Carolina from deeds
and plats of record. .?' C?"Rr 1
oFss& f ??r
> SEAT.
Act
f???•t'- f2 ?
9- 23 4°
HAR RTH CA LitdA
flLED DA TIME Z.
BOO WE
?iUn
?U
High Density Residential Subdivisions
Deed Restrictions & Protective Covenances
In accordance with Title 15 NCAC 2H.1000 and S. L. 2006-246, the Stormwater Management Regulations,
deed restrictions and protective covenants are required for High Density Residential Subdivisions where
lots will be subdivided and sold and runoff will be treated in an engineered stormwater control facility. Deed
restrictions and protective covenants are necessary to ensure that the development maintains a "built-upon"
area consistent with the design criteria used to size the stormwater control facility.
I, William S. Wellons Jr. 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 P e r m i t Number 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 2, 578 for lots 59-80 and 6.941 for lots 47-58 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.
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.
?-
70- c rr n a Notary Public in the
J,& ?a. /?d JnG? c
ounty of
C
the due execution of the foregoing instrument. Witness my hand anilb'rlrt?al,
?D S NEAE'
S nature NOTARY =
=G PUBLIC
y Commission expires •,? -v? 17 ,k 2+
Form DRPC-3 Rev.2 05Nov2009 Page 1 of 1 AIVD COJ
''??r?nrrRr7l ? Ir IIq?A?``
Signature: ? Date:
I ,
State of ?rO
do hereby certify that ? m e !` ?? ' ,
/ personally appe
before me this ared
the /9 day of __nr1 , 20?, and acknowledge
201 10395
COOPERS CREEK PHASE II
STORM WATER CALCULATIONS
9
SEAL
027452
?"SCO TT Be`C
?1
+"50LUTION,5, INC.
? - I Coopers Creek Phase II Required St
i
?_Pond #1
I
Drainage Area:
i
7.00 acres
Impervious Area: 118,919 sf (2.73 ac)
% Impervious: 39%
orm Volume
I 1 inch Storm Event:
Rv = 0.05+0.009 I
Rv = runoff coefficient
I= percent impervious
Rv=0.05+0.009*39%
= 0.401
For volume that must be controlled:
Volume=3,630*Rd*Rv*A
Volume = 3,630*(1 inch)*(0.401)*7.00 acres = 10,189 cf
Designed for 90% TSS removal so no filter strip is required:
SA/DA ratio is 2.25 for a depth of 3.5 feet
Required surface area = 7.00 ac * (0.0225) = 0.1575 ac or 6,861 sf
Surface area provided = 15,568 sf
i
i
_ I
gg?
7-7
LX
- INC.
Coopers Creek Phase II Storm Water Narrative
"` i The portion of the project containing the wet pond is currently undeveloped. The site is being
developed into a single family subdivision. The road for the development is located along a ridge
through the project area. The site drains typically from south to north. There is a perennial stream
i located along the western property line.
i
U- o a v N r 1 Drainage Area #1
This area drains all of the impervious surfaces from the new. The storm water will be treated by a
permanent wet pond to be located on the south side of Shellbark Drive as shown on the drawings.
The storm water is conveyed from the new construction along the street curb and gutter and through
storm drainage to the new pond. The wet pond contains a forebay created by gabion baskets for the
initial treatment. The permanent pool elevation is controlled by a 1.25 inch orifice that is located on
the riser for the pond. The pond is also designed with an emergency spillway to ensure that the dam
is not breached.

9, 0, -7 7
a?
Coopers Creek Phase II
Storm Water Pond Volumes
Volume above permanent pool
Contour Contour Incr. Accum. Stage
Elev. Area Storage Storage (S) (Z)
(ft) (st) (ct) (ct) (ft)
247.4
247.5 15,568 778 778 0.10
248.0 19,150 8,680 9,458 0.60
248.5 20,255 9,851 19,309 1.10
249.0 21,375 10,408 29,717 1.60
249.5 22,508 10,971 40,687 2.10
250.0 23,656 11,541 52,228 2.60
Volume below permanent pool
Contour Contour Incr. Accum. Stage
Elev. Area Storage Storage (S) (Z)
(ft) (st) (cf) (CO (ft)
241.4 - - - 241.40
241.5 5,162 258 258 241.50
242.0 5,765 2,732 2,990 242.00
243.0 6,990 6,378 9,367 243.00
244.0 8,241 7,616 16,983 244.00
245.0 9,516 8,879 25,861 245.00
246.0 10,817 10,167 36,028 246.00
247.0 12,143 11,480 47,508 247.00
247.5 15,568 6,928 54,436 247.50
Forebay volume
Contour Contour Incr. Accum. Stage
Elev. Area Storage Storage (S) (Z)
(ft) (st) (cf) (cf) (ft)
241.4 - - - 241.40
241.5 1,275 64 64 241.50
247.0 2,245 9,680 9,744 247.00
247.5 2,701 1,237 10,980 247.50
Coopers Creek Phase 11 volumes.xls Printed 4/20/2011
Coopers Creek Phase II
Impervious calculations
This calculation is for the existing portion of the development where no storm water
measures are proposed.
Area: 7.43 acres
Existing
Streets: 32,439 sf
Trailers: 31,360 sf
Parking pads: 15,360 sf
Miscellaneous: 10,000 sf
Total: 89,159 sf
Proposed
Streets: 32,439 sf
Lots: 56,720 sf
Total: 89,159 sf
Difference: 0 sf
There are 22 lots in the existing portion of the development. With a total of
56,720 sf allowed for the lots, this results in 2,578 sf maximum for each lot. The
typical house footprint is 52'x40' for a total of 2,080 sf. The difference between the
house and what will be allowed will be the driveways for each of the lots.
Coopers Creek Phase 11 impervious area revised.xls Printed 4/20/2011
Culvert Report
Hydraflow Express Extension for AutoCAD® Civil 3D® 2011 by Autodesk, Inc.
Coopers Creek P hase II, HW-9 to HW-8
Invert Elev Dn (ft) = 246.00 Calculations
Pipe Length (ft) = 93.10 Qmin (cfs)
Slope (%) = 3.22 Qmax (cfs)
Invert Elev Up (ft) = 249.00 Tailwater Elev (ft)
Rise (in) = 30.0
Shape = Cir Highlighted
Span (in) = 30.0 Qtotal (cfs)
No. Barrels = 1 Qpipe (cfs)
n-Value = 0.012 Qovertop (cfs)
Inlet Edge = 0 Veloc Dn (ft/s)
Coeff. K,M,c,Y,k = 0.0045, 2, 0.0317, 0.69, 0.5 Veloc Up (ft/s)
HGL Dn (ft)
Embankment HGL Up (ft)
Top Elevation (ft) = 255.00 Hw Elev (ft)
Top Width (ft) = 26.00 Hw/D (ft)
Crest Width (ft) = 50.00 Flow Regime
E It r jtt
1?'J Si
lrc;_;Si
;,A" .1141
' .:oxf(ii'M C?. RIM* fl, t?'ft9 VC NUCt
Monday, Jan 3 2011
= 31.75
= 31.75
= (dc+D)/2
= 31.75
= 31.75
= 0.00
= 6.91
= 7.83
= 248.21
= 250.92
= 252.06
= 1.23
= Inlet Control
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Creek Phase II
>N
:ounty, North Carolina
Storm Outlet Structure
FES No.= PO-12
Pipe Dia= 24 in
Q10= 12.43 cfs
Qfull = 22.30 cfs
Vfull = 7.09 fps
From Fig. 8.06.b.1:
From Fig. 8.06.b.2:
Length
DATE DESIGN PHASE
12-23-10 PRELIM
PROJECT NO CONSTR
524 REVISION
BY RECORD
CSB OTHER
CHECKED BY (SPECIFY)
Q10/Qfull = 0.56
VNfull = 1.02
V = 7.3 fps
Zone = 3
D5o = 10 in
DMAx = 15 in
Riprap Class = 1
Apron Thickness = 22.5 in
Apron Length = 16.0 ft
Apron Width @ Outlet = 6 ft
Apron Width @ End = 18.0 ft
Coopers Creek Phase 11 Storm Drainage.xls LATEST REVISION: 4/19/2011 10:45 AM PAGE 1 OF 1
Coopers Creek Phase II
Drawdown Time
Temporary storage volume = 17072 cf
Orifice #I diameter = 2 in
# 1
Area of orifice = 0.0218 sf
Orifice #2 diameter = 0 in
# 1
Area of orifice = 0.0000 sf
Orifice Coefficient (Ca) = 0.60
Orifice elevation= 247.50 ft
Water elevation= 248.44 ft
Driving head (H) = 0.31 ft
Discharge (Q) = 0.0588 cfs
Drawdown time = 290297 s
80.6 hr
3.4 days
Coopers Creek Phase 11 pond #1 drawdown time.xls Printed 4/19/2011
Coopers Creek Phase II
Wet Pond #1
Antiflotation Calculation
Input Data
Safety Factor: 1.25
Top Width of Riser (ft) 4.00
Top Length of Riser (ft) 3.00
Thickness of Riser (ft) 0.50
Thickness of Bottom of Riser (ft) 0.50
Top of Riser (ft) 248.50
Invert of Riser (ft) 245.00
Volume of Riser (cf) 27.00
Unit Weight Of Concrete (lb/cf) 150.00
Unit Weight of Water (lb/cf) 62.40
Block Height (ft) 0.00
Block Width (ft) 4.00
Block Length (ft) 3.00
Output
Fw (Uplift Force, lb) 2620.80
Fc (Weight of Concrete,lb) 4050.00

Design Volume (cf) 27.00
Design Safety Factor 1.55
Volume OK
Coopers Creek Phase 11 pond antiflotation.xls 4/19/2011
4D Site Solutions, Inc.
DESIGN REQUIREMENTS:
A. Contain the 1 inch storm
':Coopers Creek Phase 11 - Detention Pond Pre-Development Runoff - I-Yr
Drainage Area, (DA) = 7.00 acres
Intensity, (I) _
Composite Runoff Coefficient, (C) _>
0.13 inches/hr
0.30
Maximum Release Rate, (Qi) _>
0.27 cfs
Coopers Creek Phase 11 - Detention Pond Post- Develop in en t Runoff - I-N r
Drainage Area, (DA) = 7.00 acres
Intensity, (I) = 0.13 inches/hr
Composite Runoff Coefficient, (C) _> 0.55
Peak Release Rate, (Qt) _> 0.50 cfs
Detention Pond Stage - Storage Function
Contour Contour Incr. Accum. Stage
Elev. Area Storage Storage (S) (Z)
(ft) (so (cf) (cf) (ft) In (S) In (Z) Z est

247.4 _ - _
247.5 15,568 778 778 0.10 6.66 -2.30 0.10

248.0
19,150
8,680
9,458 . ..
0.60 .................
9.15 .... ..........................
-0.51
0.66
248.5 20,255 9,851 19,309 1.10 •. 9.87 0.10 1.14
249.0 21,375 10,408 29,717 1.60 '•. 10.30 0.47 1.60
249.5 22,508 10,971 40,687 2.10 € 10.61 i 0.74 2.04
250.0 23,656 11,541 52,228 2.60 10.86 € 0.96 2.47
Regression Output:
b= 1.29 (X Variable Coef )
Ks= 16,230 (el"i`eCep)
Stage - Storage Equation is of the form: S = (Ks)(Z)b
printed: 4/19/2011 11:05 AM Page 1 of 19

Di a. l)1 x3:irle I
24 i3:ii=lti'.:
Area (r7 t;iti7 l f Ahj .14 ,Y

i r;rdwn f cxti__ (gyp) = 0.01058
lnv, of Barre! = 247.40 feet
k ser
Elev. of Riser Crest = 248.45 feet
Ret?tl?llar
Length Weir= 24 inches Width Weir- 36 inches
Total Weir Length= 10.00 feet
Area of Riser = 6.00 sq. ft.
Orifice in Riser
Dia. of Orifice = 2.00 inches
Number of Orifices = I
Area of Orifice, (Ab) = 0.02 sf
Orifice Coefficient (Cd) = 0.60
Inv. of Orifice = 247.50 feet
Dia. of Orifice = 2.000 inches
Number of Orifices = 0
Area of Orifice, (Ab) = 0.02 sf
Orifice Coefficient (Cd) = 0.60
Inv. of Orifice =
E
S
ilk 247.50 feet
mergency
p
ay
Width of Spillway (Approx.) =
15 feet
Weir Coefficient = 3.3
Crest Elevation = 249.00 feet
Suininarv of Results
Maximum Release Rate, (Qt) = 0.27 cfs
Release Rate, (Q1) = 0.10 cfs
Normal Water Surface Elev. = 247.50 feet
Water Surface Elev. @ Outlet (Qt) _
248.44 feet
printed: 4/19/2011 11:05 AM Page 2 of 19
Peak Inflow, (Qp) => 0.50 cfs
Time to Peak Calculation: CN= 75 P= 3.02 in.
Q*= 0.97 in. (depth of runoff)
Vol= 24,747 cf (vol. of runoff)
Time to Peak, (Tp) => 592.8 minutes
(SCS TR-55)
t1tv Q/QD t Q
min efs
0.00 0.000 0 0.00
0.02 0.001 10 0.00
0.03 0.003 20 0.00
0.05 0.006 30 0.00
0.07 0.011 40 0.01
0.08 0.017 50 0.01
0.10 0.025 60 0.01
0.12 0.034 70 0.02
0.13 0.044 80 0.02
0.15 0.056 90 0.03
0.17 0.069 100 0.03
0.19 0.083 110 0.04
0.20 0.098 120 0.05
0.22 0.114 130 0.06
024 0.131 140 0.07
0.25 0.150 150 0.07
0.27 0.169 160 0.08
0.29 0.190 170 0.09
0.30 0.211 180 0.11
0.32 0.233 190 0.12
0.34 0.255 200 0.13
0.35 0.279 210 0.14
0.37 0.303 220 0.15
0.39 0.328 230 0.16
0.40 0.353 240 0.18
S= 3.33 in.
printed: 4/19)201111:06 AM Page 3 Of 19
4D Site Solutions, Inc.
0.42 0.378 250 0.19
0.44 0.404 260 0.20
0.46 0.430 270 0.22
0.47 0.457 280 0.23
0.49 0.483 290 0.24
0.51 0.509 300 0.25
0.52 0.536 310 0.27
0.54 0.562 320 0.28
0.56 0.588 330 0.29
0.57 0.614 340 0.31
0.59 0.640 350 0.32
0.61 0.665 360 0.33
0.62 0.690 370 0.35
0.64 0.714 380 0.36
0.66 0.738 390 0.37
0.67 0.761 400 038
0.69 0.783 410 0.39
0.71 0.805 420 0.40
0.73 0.825 430 0.41
0.74 0.845 440 0.42
0.76 0.863 450 0.43
0.78 0.881 460 0.44
0.79 0.898 470 0.45
0.81 0.913 480 0.46
0.83 0.928 490 0.46
0.84 0.941 500 0.47
0.86 0.953 510 0.48
0.88 0.963 520 0.48
0.89 0.973 530 0.49
0.91 0.981 540 0.49
0.93 0.987 550 0.49
0.94 0.992 560 0.50
0.96 0.996 570 0.50
0.98 0.999 580 0.50
1.00 1.000 590 0.50
1.01 1.000 600 0.50
1.03 0.998 610 0.50
1.05 0.995 620 0.50
1.06 0.990 630 0.50
1.08 0.984 640 0.49
1.10 0.977 650 0.49
1.11 0.969 660 0.48
1.13 0.959 670 0.48
1.15 0.948 680 0.47
1.16 0.935 690 0.47
1.18 0.922 700 0.46
1.20 0.907 710 0.45
1.21 0.891 720 0.45
1.23 0.874 730 0.44
1.25 0.856 740 0.43
1.27 0.838 750 0.42
1.28 0.820 760 0.41
1.30 0.802 770 0.40
1.32 0.785 780 0.39
1.33 0.768 790 0.38
1.35 0.751 800 0.38
1.37 0.735 810 0.37
1.38 0.719 820 0.36
1.40 0.703 830 0.35
1.42 0.688 840 0.34
1.43 0.673 850 0.34
1.45 0.658 860 0.33
1.47 0.644 870 0.32
1.48 0.630 880 0.32
1.50 0.616 890 0.31
1.52 0.603 900 0.30
1.53 0.590 910 0
printed: 474011 11:05 AM
Page 4 of 19
1 Site Solutions, Inc.
1.55 0.577 920 0.29
1.57 0.565 930 0.28
1.59 0.552 940 0.28
1.60 0.540 950 0.27
1.62 0.529 960 0.26
1.64 0.517 970 0.26
1.65 0.506 980 0.25
1.67 0.495 990 0.25
1.69 0.484 1000 0.24
1.70 0.474 1010 0.24
1.72 0.464 1020 013
1.74 0.454 1030 0.23
1.75 0.444 1040 0.22
1.77 0.434 1050 022
1.79 0.425 1060 0.21
1.80 0.415 1070 0.21
1.82 0.406 1080 0.20
1.84 0.398 1090 0.20
1.86 0.389 1100 0.19
1.87 0.381 1110 0.19
1.89 0.372 1120 0.19
1.91 0.364 1130 0.18
1.92 0.356 1140 0.18
1.94 0.349 1150 0.17
1.96 0.341 1160 0.17
1.97 0.334 1170 0.17
1.99 0.326 1180 0.16
2.01 0.319 1190 0.16
2.02 0.312 1200 0.16
2.04 0.306 1210 0.15
2.06 0.299 1220 0.15
2.07 0.293 1230 0.15
2.09 0.286 1240 0.14
2.11 0.280 1250 0.14
2.13 0.274 1260 0.14
2.14 0.268 1270 0.13
2.16 0.262 1280 0.13
2.18 0.256 1290 0.13
2.19 0.251 1300 0.13
2.21 0.245 1310 0.12
2.23 0.240 1320 0.12
2.24 0.235 1330 0.12
2.26 0.230 1340 0.12
2.28 0.225 1350 0.11
2.29 0.220 1360 0.11
2.31 0.215 1370 0.11
2.33 0.211 1380 0.11
2.34 0.206 1390 0.10
2.36 0.201 1400 0.10
Panted: 4/19)2011 11:05 AM Page 5 of 19
2.38 0.197 1410 0.10
2.40 0.193 1420 0.10
2.41 0.189 1430 0.09
2.43 0.185 1440 0.09
2.45 0.181 1450 0.09
2.46 0.177 1460 0.09
2.48 0.173 1470 0.09
2.50 0.169 1480 0.08
2.51 0.165 1490 0.08
2.53 0.162 1500 0.08
2.55 0.158 1510 0.08
2.56 0.155 1520 0.08
2.58 0.152 1530 0.08
2.60 0.148 1540 0.07
2.61 0.145 1550 0.07
2.63 0.142 1560 0.07
2.65 0.139 1570 0.07
2.67 0.136 1580 0.07
2.68 0.133 1590 0.07
2.70 0.130 1600 0.07
2.72 0.127 1610 0.06
2.73 0.124 1620 0.06
2.75 0.122 1630 0.06
2.77 0.119 1640 0.06
2.78 0.116 1650 0.06
2.80 0.114 1.660 0.06
2.82 0.111 1670 0.06
2.83 0.109 1680 0.05
2.85 0.107 1690 0.05
2.87 0.104 1700 0.05
2.88 0.102 1710 0.05
2.90 0.100 1720 0.05
2.92 0.098 1730 0.05
2.93 0.096 1740 0.05
2.95 0.094 1750 0.05
2.97 0.091 1760 0.05
2.99 0.090 1770 0.04
3.00 0.088 1780 0.04
3.02 0.086 1790 0.04
3.04 0.084 1800 0.04
3.05 0.082 1810 0.04
3.07 0.080 1820 0.04
3.09 0.078 1830 0.04
3.10 0.077 1840 0.04
3.12 0.075 1850 0.04
3.14 0.073 1860 0.04
3.15 0.072 1870 0.04
3.17 0.070 1880 0.04
3.19 0.069 1890 0.03
3.20 0.067 1900 0.03
3.22 0.066 1910 0.03
3.24 0.064 1920 0.03
3.26 0.063 1930 0.03
3.27 0.062 1940 0.03
3.29 0.060 1950 0.03
3.31 0.059 1960 0.03
3.32 0.058 1970 0.03
3.34 0.056 1980 0.03
3.36 0.055 1990 0.03
3.37 0.054 2000 0.03
3.39 0.053 2010 0.03
3.41 0.052 2020 0.03
3.42 0.051 2030 0.03
3.44 0.050 2040 0.02
3.46 0.048 2050 0.02
3.47 0.047 2060 0.02
3.49 0.046 2070 0 Q
?
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3.51 0.045 2080 0.02
3.53 0.044 2090 0.02
3.54 0.043 2100 0.02
3.56 0.042 2110 0.02
3.58 0.042 2120 0.02
3.59 0.041 2130 0.02
3.61 0.040 2140 0.02
3.63 0.039 2150 0.02
3.64 0.038 2160 0.02
3.66 0.037 2170 0.02
3.68 0.036 2180 0.02
3.69 0.036 2190 0.02
3.71 0.035 2200 0.02
3.73 0.034 2210 0.02
3.74 0.033 2220 0.02
3.76 0.033 2230 0.02
3.78 0.032 2240 0.02
3.80 0.031 2250 0.02
3.81 0.031 2260 0.02
3.83 0.030 2270 0.01
3.85 0.029 2280 0.01
3.86 0.029 2290 0.01
3.88 0.028 2300 0.01
3.90 0.027 2310 0.01
3.91 0.027 2320 0.01
3.93 0.026 2330 0.01
3.95 0.026 2340 0.01
3.96 0.025 2350 0.01
3.98 0.025 2360 0.01
4.00 0.024 2370 0.01
4.01 0.023 2380 0.01
4.03 0.023 2390 0.01
4.05 0.022 2400 0.01
4.07 0.022 2410 0.01
4.08 0.022 2420 0.01
4.10 0.021 2430 0.01
4.12 0.021 2440 0.01
4.13 0.020 2450 0.01
4.15 0.020 2460 0.01
4.17 0.019 2470 0.01
4.18 0.019 2480 0.01
4.20 0.018 2490 0.01
4.22 0.018 2500 0.01
4.23 0.018 2510 0.01
4.25 0.017 2520 0.01
4.27 0.017 2530 0.01
4.28 0.017 2540 0.01
4.30 0.016 2550 0.01
4.32 0.016 2560 0.01
4.34 0.015 2570 0.01
4.35 0.015 2580 0.01
4.37 0.015 2590 0.01
4.39 0.015 2600 0.01
4.40 0.014 2610 0.01
4.42 0.014 2620 0.01
4.44 0.014 2630 0.01
4.45 0.013 2640 0.01
4.47 0.013 2650 0.01
4.49 0.013 2660 0.01
4.50 0.012 2670 0.01
4.52 0.012 2680 0.01
4.54 0.012 2690 0.01
4.55 0.012 2700 0.01
4.57 0.011 2710 0.01
4.59 0.011 2720 0.01
4.60 0.011 2730 0.01
4.62 0.011 2740 0
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4.64 0.010 2750 0.01
4.66 0.010 2760 0.01
4.67 0.010 2770 0.00
4.69 0.010 2780 0.00
4.71 0.010 2790 0.00
4.72 0.009 2800 0.00
4.74 0.009 2810 0.00
4.76 0.009 2820 0.00
4.77 0.009 2830 0.00
4.79 0.009 2840 0.00
4.81 0.008 2850 0.00
4.82 0.008 2860 0.00
4.84 0.008 2870 0.00
4.86 0.008 2880 0.00
4.87 0.008 2890 0.00
4.89 0.008 2900 0.00
4.91 0.007 2910 0.00
4.93 0.007 2920 0.00
4.94 0.007 2930 0.00
4.96 0.007 2940 0.00
4.98 0.007 2950 0.00
4.99 0.007 2960 0.00
5.01 0.006 2970 0.00
5.03 0.006 2980 0.00
5.04 0.006 2990 0.00
5.06 0.006 3000 0.00
5.08 0.006 3010 0.00
5.09 0.006 3020 0.00
5.11 0.006 3030 0.00
5.13 0.006 3040 0.00
5.14 0.005 3050 0.00
5.16 0.005 3060 0.00
5.18 0.005 3070 0.00
5.20 0.005 3080 0.00
5.21 0.005 3090 0.00
5.23 0.005 3100 0.00
5.25 0.005 3110 0.00
5.26 0.005 3120 0.00
5.28 0.005 3130 0.00
5.30 0.004 3140 0.00
5.31 0.004 3150 0.00
5.33 0.004 3160 0.00
5.35 0.004 3170 0.00
5.36 0.004 3180 0.00
5.38 0.004 3190 0.00
5.40 0.004 3200 0.00
5.41 0.004 3210 0.00
5.43 0.004 3220 0.00
5.45 0.004 3230 0.00
5.47 0.004 3240 0.00
5.48 0.003 3250 0.00
5.50 0.003 3260 0.00
5.52 0.003 3270 0.00
5.53 0.003 3280 0.00
5.55 0.003 3290 0.00
5.57 0.003 3300 0.00
5.58 0.003 3310 0.00
5.60 0.003 3320 0.00
5.62 0.003 3330 0.00
5.63 0.003 3340 0.00
5.65 0.003 3350 0.00
5.67 0.003 3360 0.00
5.68 0.003 3370 0.00
5.70 0.003 3380 0.00
5.72 0.003 3390 0.00
5.74 0.003 3400 0.00
5.75 0.002 3410 0
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5.77 0.002 3420 0.00
5.79 0.002 3430 0.00
5.80 0.002 3440 0.00
5.82 0.002 3450 0.00
5.84 0.002 3460 0.00
5.85 0.002 3470 0.00
5.87 0.002 3480 0.00
5.89 0.002 3490 0.00
5.90 0.002 3500 0.00
5.92 0.002 3510 0.00
5.94 0.002 3520 0.00
5.95 0.002 3530 0.00
5.97 0.002 3540 0.00
5.99 0.002 3550 0.00
6.00 0.002 3560 0.00
6.02 0.002 3570 0.00
6.04 0.002 3580 0.00
6.06 0.002 3590 0.00
6.07 0.002 3600 0.00
6.09 0.002 3610 0.00
6.11 0.002 3620 0.00
6.12 0.002 3630 0.00
6.14 0.001 3640 0.00
6.16 0.001 3650 0.00
6.17 0.001 3660 0.00
6.19 0.001 3670 0.00
6.21 0.001 3680 0.00
6.22 0.001 3690 0.00
6.24 0.001 3700 0.00
6.26 0.001 3710 0.00
6.27 0.001 3720 0.00
6.29 0.001 3730 0.00
6.31 0.001 3740 0.00
6.33 0.001 3750 0.00
6.34 0.001 3760 0.00
6.36 0.001 3770 0.00
6.38 0.001 3780 0.00
6.39 0.001 3790 0.00
6.41 0.001 3800 0.00
6.43 0.001 3810 0.00
6.44 0.001 3820 0.00
6.46 0.001 3830 0.00
6.48 0.001 3840 0.00
6.49 0.001 3850 0.00
6.51 0.001 3860 0.00
6.53 0.001 3870 0.00
6.54 0.001 3880 0.00
6.56 0.001 3890 0.00
6.58 0.001 3900 0.00
6.60 0.001 3910 0.00
6.61 0.001 3920 0.00
6.63 0.001 3930 0.00
6.65 0.001 3940 0.00
6.66 0.001 3950 0.00
6.68 0.001 3960 0.00
6.70 0.001 3970 0.00
6.71 0.001 3980 0.00
6.73 0.001 3990 0.00
6.75 0.001 4000 0.00
6.76 0.001 4010 0.00
6.78 0.001 4020 0.00
6.80 0.001 4030 0.00
6.81 0.001 4040 0.00
6.83 0.001 4050 0.00
6.85 0.001 4060 0.00
6.87 0.001 4070 0.00
6.88 0.001 4080 0
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6.90 0.001 4090 0.00
6.92 0.001 4100 0.00
6.93 0.001 4110 0.00
6.95 0.001 4120 0.00
6.97 0.001 4130 0.00
6.98 0.000 4140 0.00
7.00 0.000 4150 0.00
7.02 0.000 4160 0.00
7.03 0.000 4170 0.00
7.05 0.000 4180 0.00
7.07 0.000 4190 0.00
7.08 0.000 4200 0.00
7.10 0.000 4210 0.00
7.12 0.000 4220 0.00
7.14 0.000 4230 0.00
7.15 0.000 4240 0.00
7.17 0.000 4250 0.00
7.19 0.000 4260 0.00
7.20 0.000 4270 0.00
7.22 0.000 4280 0.00
7.24 0.000 4290 0.00
7.25 0.000 4300 0.00
7.27 0.000 4310 0.00
7.29 0.000 4320 0.00
7.30 0.000 4330 0.00
7.32 0.000 4340 0.00
7.34 0.000 4350 0.00
7.35 0.000 4360 0.00
7.37 0.000 4370 0.00
7.39 0.000 4380 0.00
7.40 0.000 4390 0.00
7.42 0.000 4400 0.00
7.44 0.000 4410 0.00
7.46 0.000 4420 0.00
7.47 0.000 4430 0.00
7.49 0.000 4440 0.00
7.51 0.000 4450 0.00
7.52 0.000 4460 0.00
7.54 0.000 4470 0.00
7.56 0.000 4480 0.00
7.57 0.000 4490 0.00
7.59 0.000 4500 0.00
7.61 0.000 4510 0.00
7.62 0.000 4520 0.00
7.64 0.000 4530 0.00
7.66 0.000 4540 0.00
7.67 0.000 4550 0.00
7.69 0.000 4560 0.00
7.71 0.000 4570 0.00
7.73 0.000 4580 0.00
7.74 0.000 4590 0.00
7.76 0.000 4600 0.00
7.78 0.000 4610 0.00
7.79 0.000 4620 0.00
7.81 0.000 4630 0.00
7.83 0.000 4640 0.00
7.84 0.000 4650 0.00
7.86 0.000 4660 0.00
7.88 0.000 4670 0.00
7.89 0.000 4680 0.00
7.91 0.000 4690 0.00
7.93 0.000 4700 0.00
7.94 0.000 4710 0.00
7.96 0.000 4720 0.00
7.98 0.000 4730 0.00
8.00 0.000 4740 0.00
8.01 0.000 4750 0
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8.03 0.000 4760 0.00
8.05 0.000 4770 0.00
8.06 0.000 4780 0.00
8.08 0.000 4790 0.00
8.10 0.000 4800 0.00
8.11 0.000 4810 0.00
8.13 0.000 4820 0.00
8.15 0.000 4830 0.00
8.16 0.000 4840 0.00
8.18 0.000 4850 0.00
8.20 0.000 4860 0.00
8.21 0.000 4870 0.00
8.23 0.000 4880 0.00
8.25 0.000 4890 0.00
8.27 0.000 4900 0.00
8.28 0.000 4910 0.00
8.30 0.000 4920 0.00
8.32 0.000 4930 0.00
8.33 0.000 4940 0.00
8.35 0.000 4950 0.00
8.37 0.000 4960 0.00
8.38 0.000 4970 0.00
8.40 0.000 4980 0.00
8.42 0.000 4990 0.00
8.43 0.000 5000 0.00
8.45 0.000 5010 0.00
8.47 0.000 5020 0.00
8.48 0.000 5030 0.00
8.50 0.000 5040 0.00
8.52 0.000 5050 0.00
8.54 0.000 5060 0.00
8.55 0.000 5070 0.00
8.57 0.000 5080 0.00
8.59 0.000 5090 0.00
8.60 0.000 5100 0.00
8.62 0.000 5110 0.00
8.64 0.000 5120 0.00
8.65 0.000 5130 0.00
8.67 0.000 5140 0.00
8.69 0.000 5150 0.00
8.70 0.000 5160 0.00
8.72 0.000 5170 0.00
8.74 0.000 5180 0.00
8.75 0.000 5190 0.00
8.77 0.000 5200 0.00
8.79 0.000 5210 0.00
8.80 0.000 5220 0.00
8.82 0.000 5230 0.00
8.84 0.000 5240 0.00
8.86 0.000 5250 0.00
8.87 0.000 5260 0.00
8.89 0.000 5270 0.00
8.91 0.000 5280 0.00
8.92 0.000 5290 0.00
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Storm Rout ing Table
WEIR ORIFICE 1st 2nd EMERGENCY TOTAL
TIME INFLOW STORAGE STAGE RISER RISER ORIFICE ORIFICE SPILLWAY OUTFLOW
min cfs (cf) (ft) cfs cfs cfs cfs cl's cfs
0.00 0.00 0 0.10 0.0 0.00 0.00 0.00 0.0 0.00
10.00 0.00 0 0.10 0.0 0.00 0.00 0.00 0.0 0.00
20.00 0.00 0 0.10 0.0 0.00 0.00 0.00 0.0 0.00
30.00 0.00 1 0.10 0.0 0.00 0.00 0.00 0.0 0.00
40.00 0.01 3 0.10 0.0 0.00 0.00 0.00 0.0 0.00
50.00 0.01 6 0.10 0.0 0.00 0.00 0.00 0.0 0.00
60.00 0.01 12 0.10 0.0 0.00 0.00 0.00 0.0 0.00
70.00 0.02 19 0.10 0.0 0.00 0.00 0.00 0.0 0.00
80.00 0.02 29 0.10 0.0 0.00 0.00 0.00 0.0 0.00
90.00 0.03 43 0.10 0.0 0.00 0.00 0.00 0.0 0.00
100.00 0.03 59 0.10 0.0 0.00 0.00 0.00 0.0 0.00
110.00 0.04 80 0.10 0.0 0.00 0.00 0.00 0.0 0.00
120.00 0.05 105 0.10 0.0 0.00 0.00 0.00 0.0 0.00
130.00 0.06 134 0.10 0.0 0.00 0.00 0.00 0.0 0.00
140.00 0.07 168 0.10 0.0 0.00 0.00 0.00 0.0 0.00
150.00 0.07 208 0.10 0.0 0.00 0.00 0.00 0.0 0.00
160.00 0.08 253 0.10 0.0 0.00 0.00 0.00 0.0 0.00
170.00 0.09 304 0.10 0.0 0.00 0.00 0.00 0.0 0.00
180.00 0.11 360 0.10 0.0 0.00 0.00 0.00 0.0 0.00
190.00 0.12 424 0.10 0.0 0.00 0.00 0.00 0.0 0.00
200.00 0.13 494 0.10 0.0 0.00 0.00 0.00 0.0 0.00
210.00 0.14 570 0.10 0.0 0.00 0.00 0.00 0.0 0.00
220.00 0.15 654 0.10 0.0 0.00 0.00 0.00 0.0 0.00
230.00 0.16 745 0.10 0.0 0.00 0.00 0.00 0.0 0.00
240.00 0.18 844 0.10 0.0 0.00 0.00 0.00 0.0 0.00
250.00 0.19 949 0.11 0.0 0.00 0.00 0.00 0.0 0.00
260.00 0.20 1063 0.12 0.0 0.00 0.00 0.00 0.0 0.00
270.00 0.22 1183 0.13 0.0 0.00 0.00 0.00 0.0 0.00
280.00 0.23 1311 0.14 0.0 0.00 0.00 0.00 0.0 0.00
290.00 0.24 1446 0.15 0.0 0.00 0.01 0.00 0.0 0.01
300.00 0.25 1587 0.17 0.0 0.00 0.01 0.00 0.0 0.01
310.00 0.27 1736 0.18 0.0 0.00 0.01 0.00 0.0 0.01
320.00 0.28 1891 0.19 0.0 0.00 0.01 0.00 0.0 0.01
330.00 0.29 2053 0.20 0.0 0.00 0.01 0.00 0.0 0.01
340.00 0.31 2221 0.21 0.0 0.00 0.02 0.00 0.0 0.02
350.00 0.32 2395 0.23 0.0 0.00 0.02 0.00 0.0 0.02
360.00 0.33 2575 0.24 0.0 0.00 0.02 0.00 0.0 0.02
370.00 0.35 2761 0.25 0.0 0.00 0.03 0.00 0.0 0.03
380.00 0.36 2952 0.27 0.0 0.00 0.03 0.00 0.0 0.03
390.00 0.37 3148 0.28 0.0 0.00 0.03 0.00 0.0 0.03
400.00 0.38 3350 0.29 0.0 0.00 0.03 0.00 0.0 0.03
410.00 0.39 3558 0.31 0.0 0.00 0.04 0.00 0.0 0.04
420.00 0.40 3771 0.32 0.0 0.00 0.04 0.00 0.0 0.04
430.00 0.41 3989 0.34 0.0 0.00 0.04 0.00 0.0 0.04
440.00 0.42 4212 0.35 0.0 0.00 0.04 0.00 0.0 0.04
450.00 0.43 4440 0.37 0.0 0.00 0.04 0.00 0.0 0.04
460.00 0.44 4672 038 0.0 0.00 0.05 0.00 0.0 0.05
470.00 0.45 4909 0.40 0.0 0.00 0.05 0.00 0.0 0.05
480.00 0.46 5149 0.41 0.0 0.00 0.05 0.00 0.0 0.05
490.00 0.46 5393 0.43 0.0 0.00 0.05 0.00 0.0 0.05
500.00 0.47 5641 0.44 0.0 0.00 0.05 0.00 0.0 0.05
510.00 0.48 5891 0.46 0.0 0.00 0.05 0.00 0.0 0.05
520.00 0.48 6145 0.47 0.0 0.00 0.06 0.00 0.0 0.06
530.00 0.49 6400 0.49 0.0 0.00 0.06 0.00 0.0 0.06
540.00 0.49 6658 0.50 0.0 0.00 0.06 0.00 0.0 0.06
550.00 0.49 6916 0.52 0.0 0.00 0.06 0.00 0.0 0.06
560.00 0.50 7177 0.53 0.0 0.00 0.06 0.00 0.0 0.06
570.00 0.50 7437 0.55 0.0 0.00 0.06 0.00 0.0 0.06
580.00 0.50 7699 0.56 0.0 0.00 0.06 0.00 0.0 0.06
590.00 0.50 7960 0.58 0.0 0.00 0.07 0.00 0.0 0.07
600.00 0.50 8221 0.59 0.0 0.00 0.07 0.00 0.0 0.07
610.00 0.50 8481 0.60 Primed: 01WO111 1:06AQi.00 0.07 0.00 0.0 Page 12 of 9907
620.00 0.50 8740 0.62 0.0 0.00 0.07 0.00 0.0 0.07
630.00 0.50 8997 0.63 0.0 0.00 0.07 0.00 0.0 0.07
640.00 0.49 9252 0.65 0.0 0.00 0.07 0.00 0.0 0.07
650.00 0.49 9505 0.66 0.0 0.00 0.07 0.00 0.0 0.07
660.00 0.48 9755 0.67 0.0 0.00 0.07 0.00 0.0 0.07
670.00 0.48 10002 0.69 0.0 0.00 0.07 0.00 0.0 0.07
680.00 0.47 10245 0.70 0.0 0.00 0.08 0.00 0.0 0.08
690.00 0.47 10484 0.71 0.0 0.00 0.08 0.00 0.0 0.08
700.00 0.46 10719 0.73 0.0 0.00 0.08 0.00 0.0 0.08
710.00 0.45 10950 0.74 0.0 0.00 0.08 0.00 0.0 0.08
720.00 0.45 11175 0.75 0.0 0.00 0.08 0.00 0.0 0.08
730.00 0.44 11395 0.76 0.0 0.00 0.08 0.00 0.0 0.08
740.00 0.43 11610 0.77 0.0 0.00 0.08 0.00 0.0 0.08
750.00 0.42 11819 0.78 0.0 0.00 0.08 0.00 0.0 0.08
760.00 0.41 12022 0.79 0.0 0.00 0.08 0.00 0.0 0.08
770.00 0.40 12219 0.80 0.0 0.00 0.08 0.00 0.0 0.08
780.00 0.39 12410 0.81 0.0 0.00 0.08 0.00 0.0 0.08
790.00 0.38 12596 0.82 0.0 0.00 0.08 0.00 0.0 0.08
800.00 0.38 12776 0.83 0.0 0.00 0.08 0.00 0.0 0.08
810.00 0.37 12951 0.84 0.0 0.00 0.08 0.00 0.0 0.08
820.00 0.36 13120 0.85 0.0 0.00 0.09 0.00 0.0 0.09
830.00 0.35 13285 0.86 0.0 0.00 0.09 0.00 0.0 0.09
840.00 0.34 13445 0.86 0.0 0.00 0.09 0.00 0.0 0.09
850.00 0.34 13599 0.87 0.0 0.00 0.09 0.00 0.0 0.09
860.00 0.33 13749 0.88 0.0 0.00 0.09 0.00 0.0 0.09
870.00 0.32 13894 0.89 0.0 0.00 0.09 0.00 0.0 0.09
880.00 0.32 14035 0.89 0.0 0.00 0.09 0.00 0.0 0.09
890.00 0.31 14171 0.90 0.0 0.00 0.09 0.00 0.0 0.09
900.00 0.30 14303 0.91 0.0 0.00 0.09 0.00 0.0 0.09
910.00 0.30 14431 0.91 0.0 0.00 0.09 0.00 0.0 0.09
920.00 0.29 14554 0.92 0.0 0.00 0.09 0.00 0.0 0.09
930.00 0.28 14673 0.92 0.0 0.00 0.09 0.00 0.0 0.09
940.00 0.28 14789 0.93 0.0 0.00 0.09 0.00 0.0 0.09
950.00 0.27 14900 0.94 0.0 0.00 0.09 0.00 0.0 0.09
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1960.00 0.03 15782 0.98 0.0 0.00 0.09 0.00 0.0 0.09
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3440.00 0.00 9181 0.64 0.0 0.00 0.07 0.00 0.0 0.07
3450.00 0.00 9139 0.64 0.0 0.00 0.07 0.00 0.0 0.07
3460.00 0.00 9097 0.64 0.0 0.00 0.07 0.00 0.0 0.07
3470.00 0.00 9055 0.64 0.0 0.00 0.07 0.00 0.0 0.07
3480.00 0.00 9014 0.63 0.0 0.00 0.07 0.00 0.0 0.07
3490.00 0.00 8972 0.63 0.0 0.00 0.07 0.00 0.0 0.07
3500.00 0.00 8931 0.63 0.0 0.00 0.07 0.00 0.0 0.07
3510.00 0.00 8889 0.63 0.0 0.00 0.07 0.00 0.0 0.07
3520.00 0.00 8848 0.63 0.0 0.00 0.07 0.00 0.0 0.07
3530.00 0.00 8807 0.62 0.0 0.00 0.07 0.00 0.0 0.07
3540.00 0.00 8765 0.62 0.0 0.00 0.07 0.00 0.0 0.07
3550.00 0.00 8724 0.62 0.0 0.00 0.07 0.00 0.0 0.07
3560.00 0.00 8683 0.62 0.0 0.00 0.07 0.00 0.0 0.07
3570.00 0.00 8643 0.61 0.0 0.00 0.07 0.00 0.0 0.07
3580.00 0.00 8602 0.61 0.0 0.00 0.07 0.00 0.0 0.07
3590.00 0.00 8561 0.61 0.0 0.00 0.07 0.00 0.0 0.07
3600.00 0.00 8521 0.61 0.0 0.00 0.07 0.00 0.0 0.07
3610.00 0.00 8480 0.60 0.0 0.00 0.07 0.00 0.0 0.07
3620.00 0.00 8440 0.60 0.0 0.00 0.07 0.00 0.0 0.07
3630.00 0.00 8399 0.60 0.0 0.00 0.07 0.00 0.0 0.07
3640.00 0.00 8359 0.60 0.0 0.00 0.07 0.00 0.0 0.07
3650.00 0.00 8319 0.60 0.0 0.00 0.07 0.00 0.0 0.07
3660.00 0.00 8279 0.59 0.0 0.00 0.07 0.00 0.0 0.07
3670.00 0.00 8239 0.59 0.0 0.00 0.07 0.00 0.0 0.07
3680.00 0.00 8199 0.59 0.0 0.00 0.07 0.00 0.0 0.07
3690.00 0.00 8160 0.59 0.0 0.00 0.07 0.00 0.0 0.07
3700.00 0.00 8120 0.58 0.0 0.00 0.07 0.00 0.0 0.07
3710.00 0.00 8081 0.58 0.0 0.00 0.07 0.00 0.0 0.07
3720.00 0.00 8041 0.58 0.0 0.00 0.07 0.00 0.0 0.07
3730.00 0.00 8002 0.58 0.0 0.00 0.07 0.00 0.0 0.07
3740.00 0.00 7963 0.58 0.0 0.00 0.07 0.00 0.0 0.07
3750.00 0.00 7924 0.57 0.0 0.00 0.07 0.00 0.0 0.07
3760.00 0.00 7885 0.57 0.0 0.00 0.07 0.00 0.0 0.07
3770.00 0.00 7846 0.57 0.0 0.00 0.07 0.00 0.0 0.07
3780.00 0.00 7807 0.57 0.0 0.00 0.06 0.00 0.0 0.06
3790.00 0.00 7768 0.57 0.0 0.00 0.06 0.00 0.0 0.06
3800.00 0.00 7730 0.56 0.0 0.00 0.06 0.00 0.0 0.06
3810.00 0.00 7691 0.56 0.0 0.00 0.06 0.00 0.0 0.06
3820.00 0.00 7653 0.56 0.0 0.00 0.06 0.00 0.0 0.06
3830.00 0.00 7615 0.56 0.0 0.00 0.06 0.00 0.0 0.06
3840.00 0.00 7577 0.55 0.0 0.00 0.06 0.00 0.0 0.06
3850.00 0.00 7539 0.55 0.0 0.00 0.06 0.00 0.0 0.06
3860.00 0.00 7501 0.55 0.0 0.00 0.06 0.00 0.0 0.06
3870.00 0.00 7463 0.55 0.0 0.00 0.06 0.00 0.0 0.06
3880.00 0.00 7425 0.55 0.0 0.00 0.06 0.00 0.0 0.06
3890.00 0.00 7388 0.54 0.0 0.00 0.06 0.00 0.0 0.06
3900.00 0.00 7350 0.54 0.0 0.00 0.06 0.00 0.0 0.06
3910.00 0.00 7313 0.54 0.0 0.00 0.06 0.00 0.0 0.06
3920.00 0.00 7275 0.54 0.0 0.00 0.06 0.00 0.0 0.06
3930.00 0.00 7238 0.54 0.0 0.00 0.06 0.00 0.0 0.06
3940.00 0.00 7201 0.53 0.0 0.00 0.06 0.00 0.0 0.06
3950.00 0.00 7164 0.53 0.0 0.00 0.06 0.00 0.0 0.06
3960.00 0.00 7127 0.53 printed: 219/2011

t 00

tos n?' 0.06 0.00 0.0
n6
Page 17 of 49"
3970.00 0.00 7090 0.53 0.0 0.00 0.06 0.00 0.0 0.06
3980.00 0.00 7054 0.52 0.0 0.00 0.06 0.00 0.0 0.06
3990.00 0.00 7017 0.52 0.0 0.00 0.06 0.00 0.0 0.06
4000.00 0.00 6981 0.52 0.0 0.00 0.06 0.00 0.0 0.06
4010.00 0.00 6944 0.52 0.0 0.00 0.06 0.00 0.0 0.06
4020.00 0.00 6908 0.52 0.0 0.00 0.06 0.00 0.0 0.06
4030.00 0.00 6872 0.51 0.0 0.00 0.06 0.00 0.0 0.06
4040.00 0.00 6836 0.51 0.0 0.00 0.06 0.00 0.0 0.06
4050.00 0.00 6800 0.51 0.0 0.00 0.06 0.00 0.0 0.06
4060.00 0.00 6765 0.51 0.0 0.00 0.06 0.00 0.0 0.06
4070.00 0.00 6729 0.51 0.0 0.00 0.06 0.00 0.0 0.06
4080.00 0.00 6693 0.50 0.0 0.00 0.06 0.00 0.0 0.06
4090.00 0.00 6658 0.50 0.0 0.00 0.06 0.00 0.0 0.06
4100.00 0.00 6623 0.50 0.0 0.00 0.06 0.00 0.0 0.06
4110.00 0.00 6587 0.50 0.0 0.00 0.06 0.00 0.0 0.06
4120.00 0.00 6552 0.50 0.0 0.00 0.06 0.00 0.0 0.06
4130.00 0.00 6517 0.49 0.0 0.00 0.06 0.00 0.0 0.06
4140.00 0.00 6482 0.49 0.0 0.00 0.06 0.00 0.0 0.06
4150.00 0.00 6448 0.49 0.0 0.00 0.06 0.00 0.0 0.06
4160.00 0.00 6413 0.49 0.0 0.00 0.06 0.00 0.0 0.06
4170.00 0.00 6378 0.49 0.0 0.00 0.06 0.00 0.0 0.06
4180.00 0.00 6344 0.48 0.0 0.00 0.06 0.00 0.0 0.06
4190.00 0.00 6310 0.48 0.0 0.00 0.06 0.00 0.0 0.06
4200.00 0.00 6275 0.48 0.0 0.00 0.06 0.00 0.0 0.06
4210.00 0.00 6241 0.48 0.0 0.00 0.06 0.00 0.0 0.06
4220.00 0.00 6207 0.48 0.0 0.00 0.06 0.00 0.0 0.06
4230.00 0.00 6173 0.47 0.0 0.00 0.06 0.00 0.0 0.06
4240.00 0.00 6140 0.47 0.0 0.00 0.06 0.00 0.0 0.06
4250.00 0.00 6106 0.47 0.0 0.00 0.06 0.00 0.0 0.06
4260.00 0.00 6073 0.47 0.0 0.00 0.06 0.00 0.0 0.06
4270.00 0.00 6039 0.47 0.0 0.00 0.06 0.00 0.0 0.06
4280.00 0.00 6006 0.46 0.0 0.00 0.06 0.00 0.0 0.06
4290.00 0.00 5973 0.46 0.0 0.00 0.06 0.00 0.0 0.06
4300.00 0.00 5940 0.46 0.0 0.00 0.06 0.00 0.0 0.06
4310.00 0.00 5907 0.46 0.0 0.00 0.05 0.00 0.0 0.05
4320.00 0.00 5874 0.46 0.0 0.00 0.05 0.00 0.0 0.05
4330.00 0.00 5841 0.45 0.0 0.00 0.05 0.00 0.0 0.05
4340.00 0.00 5809 0.45 0.0 0.00 0.05 0.00 0.0 0.05
4350.00 0.00 5776 0.45 0.0 0.00 0.05 0.00 0.0 0.05
4360.00 0.00 5744 0.45 0.0 0.00 0.05 0.00 0.0 0.05
4370.00 0.00 5712 0.45 0.0 0.00 0.05 0.00 0.0 0.05
4380.00 0.00 5679 0.44 0.0 0.00 0.05 0.00 0.0 0.05
4390.00 0.00 5647 0.44 0.0 0.00 0.05 0.00 0.0 0.05
4400.00 0.00 5616 0.44 0.0 0.00 0.05 0.00 0.0 0.05
4410.00 0.00 5584 0.44 0.0 0.00 0.05 0.00 0.0 0.05
4420.00 0.00 5552 0.44 0.0 0.00 0.05 0.00 0.0 0.05
4430.00 0.00 5521 0.43 0.0 0.00 0.05 0.00 0.0 0.05
4440.00 0.00 5489 0.43 0.0 0.00 0.05 0.00 0.0 0.05
4450.00 0.00 5458 0.43 0.0 0.00 0.05 0.00 0.0 0.05
4460.00 0.00 5427 0.43 0.0 0.00 0.05 0.00 0.0 0.05
4470.00 0.00 5396 0.43 0.0 0.00 0.05 0.00 0.0 0.05
4480.00 0.00 5365 0.42 0.0 0.00 0.05 0.00 0.0 0.05
4490.00 0.00 5334 0.42 0.0 0.00 0.05 0.00 0.0 0.05
4500.00 0.00 5303 0.42 0.0 0.00 0.05 0.00 0.0 0.05
4510.00 0.00 5273 0.42 0.0 0.00 0.05 0.00 0.0 0.05
4520.00 0.00 5242 0.42 0.0 0.00 0.05 0.00 0.0 0.05
4530.00 0.00 5212 0.41 0.0 0.00 0.05 0.00 0.0 0.05
4540.00 0.00 5182 0.41 0.0 0.00 0.05 0.00 0.0 0.05
4550.00 0.00 5151 0.41 0.0 0.00 0.05 0.00 0.0 0.05
4560.00 0.00 5121 0.41 0.0 0.00 0.05 0.00 0.0 0.05
4570.00 0.00 5092 0.41 0.0 0.00 0.05 0.00 0.0 0.05
4580.00 0.00 5062 0.41 0.0 0.00 0.05 0.00 0.0 0.05
4590.00 0.00 5032 0.40 0.0 0.00 0.05 0.00 0.0 0.05
4600.00 0.00 5003 0.40 0.0 0.00 0.05 0.00 0.0 0.05
4610.00 0.00 4973 0.40 0.0 0.00 0.05 0.00 0.0 0.05
4620.00 0.00 4944 0.40 0.0 0.00 0.05 0.00 0.0 0.05
4630.00 0.00 4915 0.40 printed: /i912011 7 1:05 0.00 0.05 0.00 0.0 page 18 of Qg05
1 Site Solutions, Inc.
4640.00 0.00 4886 0.39 0.0 0.00 0.05 0.00 0.0 0.05
4650.00 0.00 4857 0.39 0.0 0.00 0.05 0.00 0.0 0.05
4660.00 0.00 4828 0.39 0.0 0.00 0.05 0.00 0.0 0.05
4670.00 0.00 4800 0.39 0.0 0.00 0.05 0.00 0.0 0.05
4680.00 0.00 4771 0.39 0.0 0.00 0.05 0.00 0.0 0.05
4690.00 0.00 4743 0.39 0.0 0.00 0.05 0.00 0.0 0.05
4700.00 0.00 4715 0.38 0.0 0.00 0.05 0.00 0.0 0.05
4710.00 0.00 4687 0.38 0.0 0.00 0.05 0.00 0.0 0.05
4720.00 0.00 4658 0.38 0.0 0.00 0.05 0.00 0.0 0.05
4730.00 0.00 4631 0.38 0.0 0.00 0.05 0.00 0.0 0.05
4740.00 0.00 4603 0.38 0.0 0.00 0.05 0.00 0.0 0.05
4750.00 0.00 4575 0.38 0.0 0.00 0.05 0.00 0.0 0.05
4760.00 0.00 4548 0.37 0.0 0.00 0.05 0.00 0.0 0.05
4770.00 0.00 4520 0.37 0.0 0.00 0.05 0.00 0.0 0.05
4780.00 0.00 4493 0.37 0.0 0.00 0.05 0.00 0.0 0.05
4790.00 0.00 4466 0.37 0.0 0.00 0.05 0.00 0.0 0.05
4800.00 0.00 4439 0.37 0.0 0.00 0.04 0.00 0.0 0.04
4810.00 0.00 4412 0.36 0.0 0.00 0.04 0.00 0.0 0.04
4820.00 0.00 4385 0.36 0.0 0.00 0.04 0.00 0.0 0.04
4830.00 0.00 4359 0.36 0.0 0.00 0.04 0.00 0.0 0.04
4840.00 0.00 4332 0.36 0.0 0.00 0.04 0.00 0.0 0.04
4850.00 0.00 4306 0.36 0.0 0.00 0.04 0.00 0.0 0.04
4860.00 0.00 4279 0.36 0.0 0.00 0.04 0.00 0.0 0.04
4870.00 0.00 4253 0.35 0.0 0.00 0.04 0.00 0.0 0.04
4880.00 0.00 4227 0.35 0.0 0.00 0.04 0.00 0.0 0.04
4890.00 0.00 4201 0.35 0.0 0.00 0.04 0.00 0.0 0.04
4900.00 0.00 4176 0.35 0.0 0.00 0.04 0.00 0.0 0.04
4910.00 0.00 4150 0.35 0.0 0.00 0.04 0.00 0.0 0.04
4920.00 0.00 4125 0.35 0.0 0.00 0.04 0.00 0.0 0.04
4930.00 0.00 4099 0.34 0.0 0.00 0.04 0.00 0.0 0.04
4940.00 0.00 4074 0.34 0.0 0.00 0.04 0.00 0.0 0.04
4950.00 0.00 4049 0.34 0.0 0.00 0.04 0.00 0.0 0.04
4960.00 0.00 4024 0.34 0.0 0.00 0.04 0.00 0.0 0.04
4970.00 0.00 3999 0.34 0.0 0.00 0.04 0.00 0.0 0.04
4980.00 0.00 3974 0.34 0.0 0.00 0.04 0.00 0.0 0.04
4990.00 0.00 3950 0.33 0.0 0.00 0.04 0.00 0.0 0.04
5000.00 0.00 3925 0.33 0.0 0.00 0.04 0.00 0.0 0.04
5010.00 0.00 3901 0.33 0.0 0.00 0.04 0.00 0.0 0.04
5020.00 0.00 3877 0.33 0.0 0.00 0.04 0.00 0.0 0.04
5030.00 0.00 3853 0.33 0.0 0.00 0.04 0.00 0.0 0.04
5040.00 0.00 3829 0.33 0.0 0.00 0.04 0.00 0.0 0.04
5050.00 0.00 3805 0.33 0.0 0.00 0.04 0.00 0.0 0.04
5060.00 0.00 3781 0.32 0.0 0.00 0.04 0.00 0.0 0.04
5070.00 0.00 3758 0.32 0.0 0.00 0.04 0.00 0.0 0.04
5080.00 0.00 3734 0.32 0.0 0.00 0.04 0.00 0.0 0.04
5090.00 0.00 3711 0.32 0.0 0.00 0.04 0.00 0.0 0.04
5100.00 0.00 3688 0.32 0.0 0.00 0.04 0.00 0.0 0.04
5110.00 0.00 3665 0.32 0.0 0.00 0.04 0.00 0.0 0.04
5120.00 0.00 3642 0.31 0.0 0.00 0.04 0.00 0.0 0.04
5130.00 0.00 3619 0.31 0.0 0.00 0.04 0.00 0.0 0.04
5140.00 0.00 3597 0.31 0.0 0.00 0.04 0.00 0.0 0.04
5150.00 0.00 3574 0.31 0.0 0.00 0.04 0.00 0.0 0.04
5160.00 0.00 3552 0.31 0.0 0.00 0.04 0.00 0.0 0.04
5170.00 0.00 3529 0.31 0.0 0.00 0.04 0.00 0.0 0.04
5180.00 0.00 3507 0.31 0.0 0.00 0.04 0.00 0.0 0.04
5190.00 0.00 3485 0.30 0.0 0.00 0.04 0.00 0.0 0.04
5200.00 0.00 3464 0.30 0.0 0.00 0.04 0.00 0.0 0.04
5210.00 0.00 3442 0.30 0.0 0.00 0.04 0.00 0.0 0.04
5220.00 0.00 3420 0.30 0.0 0.00 0.04 0.00 0.0 0.04
5230.00 0.00 3399 0.30 0.0 0.00 0.04 0.00 0.0 0.04
5240.00 0.00 3378 0.30 0.0 0.00 0.04 0.00 0.0 0.04
5250.00 0.00 3356 0.30 0.0 0.00 0.04 0.00 0.0 0.04
5260.00 0.00 3335 0.29 0.0 0.00 0.03 0.00 0.0 0.03
5270.00 0.00 3315 0.29 0.0 0.00 0.03 0.00 0.0 0.03
5280.00 0.00 3294 0.29 0.0 0.00 0.03 0.00 0.0 0.03
5290.00 0.00 3273 0.29 0.0 0.00 0.03 0.00 0.0 0.03
printed: 4/19/2011 1 1:05 AM Page 19 of 19
Discharge (cfs)
3
e?
Q
N
d
d
O
O
Q
O
Q
DO
CS
Q
i
T 1
o
-1 r
-n O
O
n
O
O
_a
? H
O?
o
0
3 ?
M
CL
rt C =
CL
?0
Q Q a Q o 0 0
°0 0 0 0 0 0 0
DESIGN REQUIREMENTS:
A. Pass the 10 yr storm
Drainage Area, (DA) = 7.00 acres
Intensity, (1) :- 7.84 inches/hr
Composite Runoff Coefficient, (C) 0.30
Maximum Release Rate, (Qt„) _> 16.46 efs
Drainage Area, (DA) _
Intensity, (I) _
Composite Runoff Coefficient, (C) _>
7.00 acres
7.84 inches/hr
0.55
Peak Release Rate, (Qtt1) _> 30.18 cfs
Detention P
Contour ond Stage -
Contour Storage Funct
Incr. imi
Aceum.
Stage
Elev. Area Storage Storage (S) (Z)
(ft) (sf) (cf) (cf) (ft) In (S) In (Z) Z est

247.4 - - _
247.5 15,568 778 778 0.10 6.66 -2.30 0.10
248.0 19,150 8,680 9,458 0.60 € 9.15 -0.51 0.66
248.5 20,255 9,851 19,309 1.10 9.87 0.10 1.14
249.0 21,375 10,408 29,717 1.60 10.30 0.47 1.60
249.5 22,508 10,971 40,687 2.10 10.61 0.74 2.04
250.0 23,656 11,541 52,228 2.60 10.86 0.96 2.47
Regression Output:
b= 1.29 (X Variable Coefl)
Ks= 16,230 (ey"-intemept)
Stage - Storage Equation is of the form: S = (Ks)(Z) b
printed: 4/19/20112!59 PM Page 1 of 3

LarrJ
(Sf I
Dia. of Barrel = 24 inches
Area of Barrel, (Ab) _ 3.14 sf
1?il;e Lcl rfl:, (l') 65.0 t-ei,
;-I w1jon 110cii., 0110 0.010S
Inv. of Barrel = 247.40 feet
Riser
Elev. of Riser Crest 248.45 feet
f{ectangular
Length Weir= 24 inches Width Weir- 36 inches
Total Weir Length= 10.00 feet
Area of Riser = 6.00 sq. it.
Orifice in Riser
Dia, of Orifice --- 2.00 inches
Number of Orifices = I
Area of Ori fice, (Ab) = 0.02 sf
Orifice Coefficient (Cd) = 0.60
Inv. of Orifice = 247.50 feet
Dia. of Orifice = 2.000 inches
Number of Orifices = 0
Area of Orifice, (Ab) = 0.02 sf
Orifice Coefficient (Cd) = 0.60
Inv. of Orifice = 247.50 feet
Width of Spillway (Approx.) = 15 feet
Weir Coefficient = 3.3
Crest Elevation = 249.00 feet
Maximum Release Rate, (Qlo) = 16.46 efs
Release Rate, (Qt(7) = 10.53 cfs
Normal Water Surface Elev. = 247.50 feet
Water Surface Elev. c Outlet (QI„) = 248.91 feet

i`"'th iniIo\1'. (tfn)---
L'o1
i ime to Vv"Ak ( l p)
(5C5 i R-55)

l.?R in ide?Ch ni',unotil
40'65 cf (Vol_of-runof?)
10.0 nllnuk"s
-i
c?
....
?R
Rr

DESIGN REQUIREMENTS:
A. Pass the storm event
[he Palms at Summer Grove - Detention Pond Pre-Development Runoff - 100-yr
Drainage Area, (DA) = 7.00 acres
Intensity, (1) = 10.25 inches/hr
Composite Runoff Coelficient, (C) _> 0.30
Maximum Release Rate, (Q25) _> 21.53 cfs
Drainage Area, (DA) = 7.00 acres
Intensity, (I) = 10.25 inches/hr
Composite Runoff Coefficient, (C) _> 0.55
Peak Release Rate, (Q1f11/) _> 39.46 cfs
Detention Pond Stage - Storage Function
Contour Contour Incr. Accum. Stage
Elev. Area Storage Storage (S) (Z)
(ft) (sf) (cf) (cf) (ft) In (S) In (Z) Z est
247.4 - - -
247.5 15,568 778 778 0.10
248.0 19,150 8,680 9,458 0.60
248.5 20,255 9,851 19,309 1.10
249.0 21,375 10,408 29,717 1.60
249.5 22,508 10,971 40,687 2.10
250.0 23,656 11,541 52,228 2.60
Regression Output:
b= 1.29 (X Variable Coeft)
Ks= 16,230 (e intercept)
Stage - Storage Equation is of the form: S = (Ks)(Z) b
6.66
. ....................... .... -2.30
........
.
.
.
. 0.10

9.15 .
..
.
......
.
-0.51
0.66
's 9.87 0.10 1.14
10.30 0.47 1.60
10.61 0.74 2.04
€ 10.86 '• 0.96 2.47
pdnted: 4119/20113:22 PM Page 1 of 3
Barrel
Number of Barrels =
Dia. of Barrel =
Area of Barrel, (Ab) =
Pipe Length, (L) =
Friction Coetf., (Kp) =
Inv. of Barrel =
Riser
Elev. of Riser Crest
Rectangular
Length Weir= 24 inches
Total Weir Length=
Area of Riser =
Orifice in Riser
Dia. of Orifice =
Number of Orifices =
Area of Orifice, (Ab) _
Orifice Coefficient (Cd) _
Inv. of Orifice =
1
24 inches
3.14 sf
65.0 feet
0.01058
247.40 feet
248.45 feet
Width Weir= 36 inches
10.00 feet
6.00 sq. ft.
2.00 inches
1
0.02 sf
0.60
247.50 feet
Dia. of Orifice = 2.000 inches
Number of Orifices = 0
Area of Orifice, (Ab) = 0.02 sf
Orifice Coefficient (Cd) = 0.60
Inv. of Orifice = 247.50 feet
Width of Spillway (Approx.) = 15 feet
Weir Coefficient = 3.3
Crest Elevation = 249.00 feet
Maximum Release Rate, (Qlw) _
Release Rate, (Q100) =
Normal Water Surface Elev. =
21.53 cfs
31.08 cfs
247.50 feet
Water Surface Elev. @ Outlet (Q100) = 249.26 feet
printed: 41192011 3:22 PM
Page 2 of 3
4D Site Solutions, Inc.
Inflow Hydrograph - 100-yr
Peak Inflow, (Qp) =>
Time to Peak Calculation: CN=
Q*=
Vol=
Time to Peak, (Tp) =>
(SCS TR-55)
39.46 cts
75 P= 6.11 in.
3.38 in. (depth ofrunotf)
85,784 cf (vol. of runoff)
S= 3.33 in.
26.1 minutes
printed: 4/1912011 3:22 PM Page 3 of 3
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