SW8920903_HISTORICAL FILE_20120213

STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW81204(03
DOC TYPE ❑ CURRENT PERMIT
❑��APPROVED PLANS
Lr HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE - 1
YYYYMMDD

t i
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P. E. Dee Freeman
Governor Director Secretary
February 13, 2012
David Heatherly, Executive Vice President
Coastal Carolina Community College
444 Western Blvd.
Jacksonville, NC 28546
Subject: State Stormwater Management Permit No. SW8 920903
Coastal Carolina Community College-Maintenance Building
High Density Commercial Wet Detention Pond Project
Onslow County
Dear Mr. Heatherly:
The Wilmington Regional Office received a complete Stormwater Management Permit Application for Coastal
Carolina Community College - Maintenance Building on February 10, 2012. Staff review of the plans and
specifications has determined that the project, as proposed, will comply with the Stormwater Regulations set forth in
Title 15A NCAC 2H.1000 and Session Law 2008-211. We are forwarding Permit No. SW8 920903 dated February
13, 2012,for the construction, operation and maintenance of the BMP's and built-upon areas associated with the
subject project.
This permit shall be effective from the date of issuance until February 13, 2020,and shall be subject to the conditions
and limitations as specified therein. Please pay special attention to the conditions listed in this permit regarding the
Operation and Maintenance of the BMP(s), recordation of deed restrictions, procedures for changes of ownership,
transferring the permit, and renewing the permit. Failure to establish an adequate system for operation and
maintenance of the stormwater management system,to record deed restrictions,to transfer the permit,or to renew
the permit, will result in future compliance problems. A Designers Certification is required within 60 days of
completion of construction of the stormwater treatment facility. Refer to Section 11.5 of the permit for all Designers
Certification requirements.
If any parts, requirements,or limitations contained in this permit are unacceptable, you have the right to request an
adjudicatory hearing by fling a written petition with the Office of Administrative Hearings(OAH). The written petition
must conform to Chapter 150B of the North Carolina General Statutes, and must be filed with the OAH within thirty
(30)days of receipt of this permit. Unless such demands are made this permit shall be final and binding. You should
contact the OAH with all questions regarding the filing fee and/or the details of the filing process. The mailing
address, telephone and fax numbers for the Office of Administrative Hearings are:6714 Mail Service Center,
Raleigh, NC 27699-6714.Telephone [phone] or visit their website at www.ncoah.com.
If you have any questions,or need additional information concerning this matter, please contact Chris Baker, at(910)
796-7215.
Sincerely,
RirectorAFor Charles akild, P.
Division of Water Quality
GDS/csb: S:\WQS\Stormwater\Permits&Projects\2012\920903 HD\2012 02 permit 920903
cc: Robert Bartlett, P. E.,PMM Afire— +l e 7-f- E —
Onslow County Building Inspections
Wilmington Regional Office Stormwater File
Wilmington Regional Office
127 Cardinal Drive Extension,Wilmington,North Carolina 28405 One
Phone:[phone]\FAX:910-350-M0 Customer service:1-877-623-6748 NorthCarolina
Internet:w .ncwaterquality.org Naturally
An Fmini nnmrLmiM%Ar,mnt aArr,n„Fmmaoa,

State Stormwater Management,Systems
Permit No. SW8 920903
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY COMMERCIAL 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
Coastal Carolina Community College
Coastal Carolina Community College — Maintenance Building
444 Western Blvd., Jacksonville, Onslow County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with the
provisions of 15A NCAC 2H .1000 and Session Law 2008-211 (hereafter collectively referred
to as the "stormwater rules') the approved stormwater management plans and specifications
and other supporting data as attached and on file with and approved by the Division of Water
Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until February 13, 2020, and shall be
subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater runoff
a;; described in Section 1.8 on page 3 of this permit. The stormwater control has been
designed to handle the runoff from 248,902 square feet of impervious area.
3. A 50' wide vegetative buffer must be provided adjacent surface waters, measured
horizontally from and perpendicular to the normal pool of impounded structures, the
top of bank of both sides of streams and rivers and the mean high water line of tidal
waters.
4. The tract will be limited to the amount of built-upon area indicated on page 3 of this
permit, and per approved plans. The built-upon area for the future development is
limited to 58,992 square feet.
5. 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.
6. The runoff from all built-upon area within the permitted drainage area(s) of this project
must be directed into the permitted stormwater control system.
Page 2 of 7

State Stormwater Management Systems
Permit No. SW8 920903
7. The following design criteria have been provided in the wet detention pond and must
be maintained at design condition:
a. Drainage Area, ycres: 7.82
Onsite, ft : 340,640
Offsite, ft2: N/A
b. Total Impervious Surfaces, ft2: 248,902
Onsite, ft : 248,902
Offsite, ft2: N/A
C. Design Storm, inches: 1.5
d. Average Pond Design Depth, feet: 3.5
e. TSS removal efficiency: 90%
f. Permanent Pool Elevation, FMSL: 36.5
9. Permanent Pool Surface Areq, ft2: 27,670
h. Permitted Storage Volume, ft : 31,736
i. Temporary Storage Elevation, FMSL: 37.5
j. Pre-dev. 1 yr-24 hr. discharge rate, cfs: 21.15
k. Controlling Orifice: 2.5"0 pipe
I. Orifice flowrate, cfs: 0.11
M. Permitted Forebay Volume, ft3: 17,325
n. Fountain Horsepower 1.3
o. Receiving Stream/River Basin: UT to Sandy Run Branch /White Oak
P. Stream Index Number: 19-10-1
q. Classification of Water Body: "SC;NSW'
II. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in its entirety, vegetated
and operational for its intended use prior to the construction of any built-upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaired immediately.
3. The permittee shall, at all times, provide the operation and maintenance necessary to
assure the permitted stormwater system functions at optimum efficiency. The signed
and approved Operation and Maintenance Agreement 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. Mowiny and re-vegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device, flow spreader,
catch basins and piping.
g. Access to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept and made available upon request to
authorized personnel of DWQ. The records will indicate the date, activity, name of
person performing the work and what actions were taken.
5. Upon completion of construction, prior to issuance of a Certificate of Occupancy, and
prior to operation of this permitted facility, a certification must be received from an
appropriate designer for the system installed certifying that the permitted facility has
been installed in accordance with this permit, the approved plans and specifications,
and other supporting documentation. Any deviations from the approved plans and
specifications must be noted on the Certification. A modification may be required for
those deviations.
Page 3 of 7

State Stormwater Management Systems
Permit No. SW8 920903
6. 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 a fountain in this pond is 1/3 horsepower.
7. The facilities shall be constructed as shown on the approved plans. 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.
8. 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.
9. Access to the stormwater facilities for inspection and maintenance shall be maintained
via appropriate recorded easements at all times.
10. The permittee shall submit to the Director and shall have received approval for revised
plans, specifications, and calculations prior to construction, for any modification to the
approved plans, including, but not limited to, those listed below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built-upon area, details, etc.
b. Redesign or addition to the approved amount of built-upon area or to the
drainage area.
C. Further development, subdivision, acquisition, lease or sale of any, all or part of
the project area. The project area is defined as all property owned by the
permittee, for which Sedimentation and Erosion Control Plan approval or a
CAMA Major permit was sought.
d. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
11. Prior to the construction of any permitted future areas shown on the approved plans,
the permittee shall submit final site layout and grading plans to the Division for
approval.
12. The Director may notify the permittee when the permitted site does not meet one or
more of the minimum requirements of the permit. Within the time frame specified in
the notice, the permittee shall submit a written time schedule to the Director for
modifying the site to meet minimum requirements. The permittee shall provide copies
of revised plans and certification in writing to the Director that the changes have been
made.
13. Approved plans and specifications for this project are incorporated by reference and
are enforceable parts of the permit. A copy of the approved plans and specifications
shall be maintained on file by the Permittee at all times.
Page 4 of 7

State Stormwater Management Systems
Permit No. SW8 920903
III. GENERAL CONDITIONS
1. This permit is not transferable to any person or entity except after notice to and
approval by the Director. At least 30 days prior to a change of ownership, or a name
change of the permittee or of the project, or a mailing address change, the permittee
must submit a completed and signed Name/Ownership Change Form to the Division
of Water Quality, accompanied by the supporting documentation as listed on 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 the transfer request. Neither the sale of the project in whole
or in part, nor the conveyance of common area to a third party constitutes an
approved transfer of the stormwater permit.
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, 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 remains in force and effect until modified, revoked, terminated or renewed.
The permit may be modified, revoked and reissued or terminated for cause. The filing
of a request for a permit modification, revocation and re-issuance or termination does
not stay any permit condition.
8. 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. The permittee shall submit a permit renewal request at least 180 days prior to the
expiration date of this permit. The renewal request must include the appropriate
documentation and the processing fee.
Permit issued this the 13th day of February, 2012.
NO TH CAROLINNA ENVIRONMENTAL MANAGEMENT COMMISSION
or Charl���/akild,� E., i�reltor
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

State Stormwater Management Systems
Permit No. SW8 920903
Coastal Carolina Community College — Maintenance Building
Stormwater Permit No. SW8 920903
Onslow County
Designer's Certification
I, as a duly registered in the State
of North Carolina, having been authorized to observe (periodically/weekly/full time) the
construction of the project,
(Project)
for (Project Owner) hereby state that, to the best
of my abilities, due care and diligence was used in the observation of the project construction
such that the construction was observed to be built within substantial compliance and intent
of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specifications:
SEAL
Signature
Registration Number
Date
Page 6 of 7

State Stormwater Management Systems
Permit No. SW8 920903
Certification Requirements:
1. The drainage area to the system contains approximately the permitted acreage.
2. The drainage area to the system contains no more than the permitted amount
of built-upon area.
3. All the built-upon area associated with the project is graded such that the runoff
drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet 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 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 and located per the approved
plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf, and a
forebay.
15. The required system dimensions are provided per the approved plans.
16. All components of the stormwater BMP are located in either recorded common
areas, or recorded easements.
cc: NCDENR-DWQ Regional Office
Onslow County Building Inspections
Page 7 of 7

MEMORY TRANSMISSION REPORT
TIME :02-08-'12 12:06
FAX NO.1 : 910-350-2018
NAME :DENR Wilmington
FILE NO. 356
DATE 02.08 12:05
TO 8 912 52 3990804
DOCUMENT PAGES 2
START TIME 02.08 12:05
END TIME 02.08 12:05
PAGES SENT 2
STATUS OK
*** SUCCESSFUL TX NOTICE ***
s.afa oa Np.-f4 ca.-pe:pp
D<pax[me of Eavlro pl anA Na<aral Rmou rce
u Wllmlpsloe Raefoaal 011lcv ,
dn•+arb Eavo ParK c, Goverpor FAX COVER 3.HEET fs«p eri..un, ga�rs<ary
Fax: re10)350-2004
ifa/�'r��-'c �✓ry G i i� ->l�i i�-i..s �i i-a� /'¢-_st .��,.S '�— ,
12� �vOln<I L)xlv6 Eixmnp<n Wnm(n Bann,N(�]Hin9 a(41a)'�Y6.1�15 a An EYYYI tjCPnwnitY AIA r'a�a[ivo Aenen EmPn±yc

' State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Beverly Eaves Perdue, Governor FAX COVER SHEET Dee Freeman, Secretary
Date: _� 0� No. Pages (excl. cover):
r
To: � From: Jo Casmer
Co: ��/ ��� �� ��% Phone: [phone]
Fax: ZS2 y�1O p Fax: [phone]
'55? 4A Z�x Z-
1'7 Cardinal Drive Extension, Wilmington,NC 28405 o(910)796-7215 o An Equal ()ppo entity Affirmative Action Employ,,

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P. E. Dee Freeman
Governor Director Secretary
February 7, 2012
David Heatherly, Executive Vice President
Coastal Carolina Community College
444 Western Blvd.
Jacksonville, NC 28546
Subject: Request for Additional Information
Stormwater Project No. SW8 920903
Coastal Carolina Community College Maintenance Building
Onslow, County
Dear Mr. Heatherly:
The Wilmington Regional Office received a Stormwater Management Permit Application for
Coastal Carolina Community College Maintenance Building on February 2, 2012. A preliminary
review of that information has determined that the application is not complete. The following
information is needed to continue the stormwater review:
1. The permanent pool elevation for a stormwater wet pond must be no more than 6
inches above the seasonal high groundwater elevation. If the permanent pool
elevation exceeds the 6 inch maximum then the pond must be designed with a
clay or synthetic liner from the bottom of the pond to the permanent pool
elevation.
Please note that this request for additional information is in response to a partial, preliminary
review. The requested information should be received by this Office prior to February 15, 2012,
or the application will be returned as incomplete. The return of a project will necessitate
resubmlttal of all required items, including the application fee.
If you need additional time to submit the information, please mail, email or fax your request for a
time extension to the Division at the address and fax number at the bottom of this letter. The
request must indicate the date by which you expect to submit the required information. The
Division is allowed 90 days from the receipt of a completed application to issue the permit.
The construction of any impervious surfaces, other than a construction entrance under an
approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject
to enforcement action pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any original
documents that need to be revised have been sent to the engineer or agent. All original
documents must be returned or new originals must be provided. Copies are not acceptable. If
you have any questions concerning this matter please feel free to call me at [phone] or
email me at [e-mail].
Sincerely,
G VV-.+. 3)
Chris Baker
Environmental Engineer II
GDS/csb: S:1WQS1StormwateAPermits 8 Projects119921920903 HM2012 03 addinfo 920903
cc: Robert Bartlett, P. E., MBAU Architecture
Wilmington Regional Office
Wilmington Regional Office
127 Cardinal Drive Extension,Wilmington,North Carolina 28405 One
Phone:[phone] FAX:[phone] Customer Service:1-8776236748 North Carolina
Internet:www.ncxaterquality.org Naturally
An Equal Opportunity l AKimalive Actionfyl�/Employer K

f DWQ USE ONLY
Date Received Fee Paid P rmit Number
Applicable Rules: ❑Coastal SW - N95 ❑Coastal SW- 20 8 ❑ Ph II- ost onstruction
(select all that apply) ❑ Non-Coastal SW-HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑Other WQ M mt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
77tis 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.):
Coastal Carolina Community College-New Maintenance Building-(Parking Lot#4 Modification)
2. Location of Project(street address):
444 Western Blvd
City:Jacksonville County:Onslow Zip:28546
3. Directions to project(from nearest major intersection):
From intersection of NC Hwy 24+ US Hwy 17 proceed North 2.4 miles on Hwy 17 to Western Blvd., turn
right. CCCC is 0.5 miles on left.
4. Latitucle:34°46' 20" N Longitude:77°23' 05" W of the main entrance to the project.
if. PERMIT INFORMATION:
1.a.Specify whether project is (check one): ❑New ®Modification
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number 8920903 ,its issue date(if known) and the status of
construction: ❑Not Started ❑Partially Completed* ® Completed' "provide a designer's certification
2. Specify the type of project(check one):
❑Low Density ®High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application,list the stormwater project number, if
assigned, NA and the previous name of the project, if different than currently
proposed, NA
4.a.Additional Project Requirements (check applicable blanks;information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major ®Sedimentation/Erosion Control:9.03 ac of Disturbed Area
❑NPDES Industrial Stormwater ❑404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name,Project/Permit Number,
issue date and the type of each permit:NA
RECEIVED
FEB 0 2 .20)2
Form SWU-101 Version 07Jun2010 Page ] of 6
BY:

III. CONTACT INFORMATION
1.a.Print Applicant/ Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual,etc. who owns the project):
Applicant/Organization:Coastal Carolina Community College
Signing,Official&Title:David Heatherly, Executive Vice President
b.Contact information for person listed in item la above:
Street Address:444 Western Blvd
City:lac_ksonville State:NC Zip:28546
Mailing;Address(if applicable):
City: State: Zip:
Phone: (910 ) 455-1221 (910-938-6789) Fax: ( )
Email:[e-mail]
c.Please check the appropriate box.The applicant listed above is:
®The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer*(Complete Contact Information, item 2a and 2b below.)
2.a.Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization:Coastal Carolina Community College
Signing Official&Title:David Heatherly, Executive Vice President
b.Contact information for person listed in item 2a above:
Street Address:444 Western Blvd
City:Jacksonville State:NC Zip:28546
Mailing Address(if applicable):
City: State: Zip:
Phone: (910 ) 455-1221 (910-938-6789) Fax: ( )
Email:[e-mail]
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: ZF
CRIVED
Mailing Address: B 0 9 012City— State: Zip:
Form SWU-101 Version 07Jun2010 Page 2 of 7

Phone: ( ) Fax: ( )
Email:
4. Local jurisdiction for building permits: City of Jacksonville
Point of Contact:Jeremy Smith Phone#: (910 ) 938-5294
IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
High Density with runoff from the existingParking arking Lot#4 and proposed new maintenance building parkin
g
and drives will be directed to a stormwater wet detention basin(modifications required to existing
stormwater pond) for treatment before discharging from the site
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 White Oak River basin.
4. Total Property Area:97.83 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*: 97.83 acres
Total project area shall be calculated to exclude the followin the normal pool of irn ounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water(N=line or Mean High Water
(MHW)line, and coastal wetlands landward from the NHW(or MHW) line. 77re resultant project area is used to
calculate overall percent built upon area (BUA). Non-coastal wetlands landward of the NHW(or MHW) line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area)X 100 =41.64 %
9. How many drainage areas does the project have?1 (For high densihj, count 1 for each proposed engineered
stormwater BMP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
:Y:-.
EC EL VED
EB 0 2 .2012
Form SWU-101 Version 07Jun2010 Page 3 of 7

Basin Information Drainage Area 1 Drainage Area_ Drainage Area_ Draina a Area_
Receiving Stream Name UNT to Sandy
Run Branch
Stream Class SC NSW
Stream Index Number* 19-10-1
Total Drainage Area (so 340,640
On-site Drainage Area (so 340,640
Off-site Drainage Area(so 0
Proposed Impervious Area**(so 248,902
Impervious Area** total 73 07%
Impervious"Surface Area Drainage Area_ Drainage Area_ Drainage Area_ Drainage Area_
On-site Buildings/Lots (so 17,017
On-site Sheets (so 39,968
On-site Parking (so 11,123
On-site Sidewalks (so 3,625
Other on-site (so 16,682
Future(so 58,992
Off-site (so
Existing BUA***(so 101,495
Total (so: 248,902
Stream Class and Index Number can be determined at: http://vortal.ncdennor /wg ebhuq[ps/esu/classifications
" Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks,gravel areas, etc.
Report only that amount of existing BUA that will remain after development. Do riot report any existing BUA that
is to be removed and which will be replaced by new BUA.
11. How was the off-site impervious area listed above determined?Provide documentation. NA
Proieets in Union County: Contact DWQ Central Office 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:,t/portal.ncdennorg/web/wg/ws/su/bmp-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality(DWQ).
A complete package includes all of the items listed below. A detailed application instruction sheet and BMP
checklists are available from http://portal.ncdenr.org/web/wg/ws/su/statesw/forms dots. The complete
application package should be submitted to the appropriate DWQ Office. (The appropriate office may be
found by locating project on the interactive online map at http://portal.ncdenr.org/web/wq/ws/su/maps.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from http://portal.ncdenr.org/web/wq/ws/su/statesw/forms does.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form.
2. Original and one copy of the signed and notarized Deed Restrictions&Protective Covenants VK r�_—
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
http://www.envhelp.org/pages/onestopexRress.html for information on the Express program v ,v
and the associated fees. Contact the appropriate regional office Express Permit Coordinator forFID
additional information and to schedule the required application meeting.)
FEB 0 2 .2012
FormSWII-101 Version 07Jun2010 Page 4 of 7
RV•

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/s 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 BUA identified and dimensioned.
k. Existing contours, proposed contours,spot elevations, finished floor elevations.
1. Details of roads, drainage features,collection systems,and stormwater control measures.
m. Wetlands delineated,or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Exiting drainage(including off-site),drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers(where required).
9. Copy of any applicable soils report with the associated SHWT elevations(Please identify
elevations in addition to depths)as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"xl1" 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 SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: 825 Page No:432
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC Vk
Secretary of State or other official documentation,which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a,and/or 3a per NCAC 2H.1003(e).The
corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State,otherwise the application will be returned.
hft://www.secretaiy.state.nc.us/CorDorations/CSearch.aspx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary,a table listing each lot number, lot size,and the allowable built-upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from
htt orWl.ncdenr.org/web/wq/ws/su/statesw/forms does. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below,the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project,if required,shall include all the items required in the permit and listed
on the forms available on the website,that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land,that the required covenants cannot be changed or deleted
without concurrence from the NC DWQ and that they will be recorded prior to the sale of-any lot.
RECEIVED-]
Form SWU-]Ol Version 07Jun2010 Page 5 of 7
FEB 0 2 ,2012
RV•

Vlll. 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: Robert S. Bartlett
Consulting Firm: Bartlett Eneineering and Surveying PC
Mailing Address:1906 Nash Street NW
City:Wilsort State:NC Zip:27893
Phone: (252 ) 399-0704 Fax: (252 ) 399-0804
Email:[e-mail]
IX. PROPERTY OWNER AUTHORIZATION (if Contact I nfornnation, item 2 has been filled out, complete this
section,)
1, (print or type name of person listed in Contact Information, item 2a) certify that I
own the property identified in this permit application,and thus give permission to (print or type name of person
listed in Contact Information, item la) with (print or type name of organization listed in
Contact information, itenn la) 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.
As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent(entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement,or pending sale, responsibility for compliance with the DWQ Stormwater permit reverts back to
me,the property owner. As the property owner, it is my responsibility to notify DWQ immediately and submit a
completed Name/Ownership Change Form within 30 days;otherwise I will be operating a stormwater treatment
facility without a valid permit. I understand that the operation of a stormwater treatment facility without a valid
permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement action including
the assessment of civil penalties of up to$25,000 per day, pursuant to NCGS 143-215.6.
Signature: Date:
1, a Notary Public for the State of County of
do hereby certify that personally appeared
before me this_day of and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission expires
RECEIVED
FEB 0 2 .2012
Form SWU-101 Version 07Jun2010 Page 6 of 7 BY:

X. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in Contact Information, item In) David Heatherly-Executive Vice President
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 storrmmwaater pules under 15A NCAC 2H .1000, L 2006-246(Ph. II- Post Construction) or SL 2008-211.
Signature:_ Pf �7 � Date: 2 / }
I, S a/i M Al m e'O' /c a Notary //ub`rlic for//t//he S//tt�ate of fyd�'�'�i- 6-r,0 h0. County of
-, do hereby certify that,Iel/14 /Tea7hr�y personally appeared
before me this rday of F�6� _10 7,and acknowledge the due execution of theapplication for
a stormwater permit. Witness my hand and official seal,
N1.1
QTA/1y d ` SEAL
U
i2 2 ,
My commission expires
"•gNOVER 00
RECEIVED
FEB 0 2 .2012
Form SWU-101 Version 07Jun2010 Page 7 of 7
BY:

RTLETT
1906 Nash Street North Wilson,NC 27893-1726
Phone:[phone] Fax:[phone]
[e-mail]
January 31, 2012
NCDENR
Washington Regional Office
943 Washington Square N12H
Washington,NC 27889
REFERENCE: COASTALCAROLINA COMMUNITY COLLEGE-PARKING LOT 4
STORMWATER MODIFICATION- SOILS EVALUATION
INTRODUCTION: A preliminary evaluation of soils and site characteristics was
performed by Jon L. Meade, PhD on October 13, 2011 to evaluate potential suitability for
onsite stormwater control modifying a previously permitted existing wet-detention pond.
The soil series mapped for the location is GoA(Goldsboro) and Ra (Rains).
METHODS: Two soil sample bore holes (#1 and #2) were performed for the detention
pond. Locations are shown in Figure 1 with detailed information in Table 1. Soils are
generally clay loam at upper depths to clay at deeper depths.
CONCLUSIONS AND RECOMMENDATIONS: Soils in the proposed pond area were
mainly GoA (Goldsboro) and Ra (Rains) series. Based on site contours, the existing
ground elevations for the proposed pond expansion range between 41.3' to 41 X over the
pond site. Soil layers were typically clay loam to clay and the estimated seasonal high
water table (SHWT) was approximately 18" deep (Elevation approximately 39.8'-40.3').
The existing stormwater pond permanent pool elevation based on actual survey of the
outlet pipe structure is 36.19' or approximately 41`1 below the SHWT elevation. The
existing stormwater pond was permitted and constructed in 1992. The existing pond has
been functioning properly for 19 years with no report of problems or issues.
FEB 0 2 .2012
BY:___

—2— January 30,2012
For the expansion of the stormwater pond, the permanent pool elevation was set at
elevation 36.5' to allow for the continued drainage patterns and treatment of the existing
impervious areas previously permitted.
If you have any questions or need additional information, please contact our office.
Thank you.
Sincerely,
Bartlett Engineering & Surveying
Robert S. Bartlett, PE
Enclosure
RECE WED
FEB G 2 .2012
BY:

TABLE 1: SOIL PROFILE DESCRIPTIONS
LOCATION: BORE HOLE#1 (Wet-Detention Pond Expansion) SHWT-16"-18" BELOW EXISTING GROUND
DEPTH " COLOR TEXTURE DESCRIPTION
0-6 10YR 2/1 TOPSOIL-LOAMY
6-12 10YR 5/4-5/6 SANDY CLAY
12-16 10YR 6/3 SANDY CLAY LOAM WITH SOME 5/8
16-18 10YR 6/2 SANDY CLAY LOAM ESIMATED SHWT
10YR 5/8 REDOX CONCENTRATIONS
18-24 10YR 6/2 SANDY CLAY MORE DISTINCT FEATURES
10YR 5/8 REDOX CONCENTRATIONS
24-30 10YR 611 SANDY CLAY MIXED
10YR 6/6 FAINT
30-36 10YR 6/1 SANDY CLAY
10YR 5/8 STREAKS
2.5YR 5/6 STREAKS
36-34 10YR 6/1 SANDY CLAY TO CLAYEY SAND TRANSITION
10YR 5/8 STREAKS
2.5YR 5/6 STREAKS
LOCATION: BORE HOLE#2 (Wet-Detention Pond Expansion) SHWT-16"-22"
DEPTH " COLOR TEXTURE DESCRIPTION
0-6 10YR 2/1 TOPSOIL-LOAMY
6-12 10YR 5/4-5/6 SANDY CLAY
12-16 10YR 6/3 SANDY CLAY LOAM WITH SOME 5/8
16-22 10YR 6/2 SANDY CLAY LOAM ESIMATED SHWT
10YR 5/8 REDOX CONCENTRATIONS
22-28 10YR 6/2 SANDY CLAY MORE DISTINCT FEATURES
10YR 5/8 REDOX CONCENTRATIONS
28-32 10YR 4/3 SANDY CLAY
10YR 5/8 REDOX CONCENTRATIONS
10YR 6/2 LOW CHROMA
32-40 10YR 4/3 CLAYEY MIXED
10YR 5/8 REDOX CONCENTRATIONS
10YR 6/2 LOW CHROMA
FEB 0 2 .2012
BY:

COASTAL CAROLINA COMMUNITY COLLEGE FIGURE 2: BORE HOLE LOCATIONS
(EXISTING CONDITIONS) ; 40 '-c_ NOTE: SOIL SURVEY INFORMATION TAKEN FROM USDA
j NATURAL RESOURCES CONSERVATION SERVICE NATIONAL
COOPERATIVE SOIL SERVEY WEB SERVICE.
3935-- -m �,, T0� - GoA-GO SB 0 SERIES
__ �•! lawwl Il lyyy"�_ rn`-. 4 / LD OR 40� / -.47., �,.y \\ °SIP II��( �,h _YP 0\_ /
N / _may. SIT ra Ra-RAINS SERIES
s°no --- li '/� v� 42 � I' Y.q•'
40/ .q\ `,1 aiT.yS ,\_ _ / a2F�`gz •v.a.�,1 `\,I") ----- POND
EXPANSION
X
"4\.--- --=--------- ` j �II Ra (Rams)
�\il ; BORE HOLE#2
\�N \
j ,,'`\ GoA BORE HOLE#1
ON A
43. cc )\ \`( SOIL SERIES
`.,' \
\ % z"0 BOUNDARY
, I
iil
\ P �TCl7L` •r`
INW\ �� \\ FEB 0 2 .2012
�. - y
BAR TLE TT *s ,�, - �� o �Y:----
ENGINEERING & SURVEYING, PC
1906 NASH STREET NORTH GRAPHlu SCALE
WILSON, NORTH CAROLINA 27893
TEL [phone] FAX [phone] 100 0 50 100 200 400
License No. C-1551 www.bartletteng.com
DATE: NOVEMBER 2011 CADFILE: 11153 SOIL MAP
SCALE: 1' = 100' DRAWN BY: JM ( IN FEET )
CLIENT: MBAJ SURVEYED BY: 1 inch = 100 ft.

COASTAL CAROLINA COMMUNITY COLLEGE FIGURE 2: BORE HOLE LOCATIONS
NOTE: SOIL SURVEY INFORMATION TAKEN FROM USDA GoA—GOLDSBORO SERIES
(PROPOSED SITE) NATURAL RESOURCES CONSERVATION SERVICE NATIONAL Ra—RAINS SERIES
COOPERATIVE SOIL SERVEY WEB SERVICE.
p Jam'
yb•96
M•ZF g 4g'33"E �— % x + \SOIL SERIES
g0Zs St2' �_ — — — — — — �\ BOUNDARY
r . = z Ra \/\
/ BORE — / (RAINS FINE /
/ HOLE#2 BORE SANDY LOAM) }
/ HOLE//1�)( I STORMWATER
/ POND EX POND
EXPANSION \\ TO REMAINCD
GckA
I x
co
% _ _ ::::;nt;'.'• a` `S': \ (GOLDSBORO FINE t
—..� '`" . :... : ` ,>:?:t:_ SANDY LOAM) L
....::::•.:.......:: ::. .::..............................
t
0) C
o;
/ _
N
z
Yl
RF�Cov-Ffol
I
0
n
B A R TLE TT FEB 0 2 .2M
ENGINEERING & SURVEYING, PC GRAPHIC SCALE
1906 NASH STREET NORTH 60 0 30 so 120 BY'
WILSON, NORTH CAROLINA 27893 zw
TEL [phone] FAX [phone]
License No. C-1551 www.bartletteng.com
DATE: JANUARY 2012 CADFILE: 11153 SOIL MAP ( IN FEET )
SCALE: 1" = 60' DRAWN BY: JM
1 inch = 60 it.
CLIENT: MBAJ SURVEYED BY:

. �Ha f�-'Moorfle
!' ya
JIM
fx T +Jac sonvflle&
=�OR1 ely�Camp'-Lejeune• •'�,•
+ '"� • 'Piney',
(yfjr,LO` ale IJi..Cr:C•L7 ii. .'7�5 '.7r7 7.S�( ,
7e' q: �� 11J��1:]ii�'1�10• �11� 3�i�i%

Y . .
. • rr. . .. YD
Hal oo lip
/
P r
l
na i�Camp'Lejeune
AA
41
�� , � � .fly . .•J��ra �� '. . 5 r+,
c. r
T Y
'' - a ! 1'• Jacksonville Co
r COa51 I.Ca line "OMM un ,ColIM3e y , �.♦, t
Y
j r �
t j
v.. �v`�"y 1.✓{ � �' • -. ` ` :Y try ,A' , +�•'
-

Soil Map—Onslow County,North Carolina
3
2815W 2817M 2818M 281870 281840 282010 28MM MY 28 20 282 90
M'49 33' .
4
W .R
_ e
Fj
3
e
r IT
ti r� 7
N
o 14
34'46'18" n - �' •• ie° `�1 34'46'18'
2516M 281730 2BI18M 281870 281940+ 202010 2520B0 2821W 282220 282290
Map She:1:3,300 if prMt.6 pn A size(B.5-x 11l sheet
N Meters
n
r � 0 45 90 180 270
0 150 300 600 Feet
900
(USDA Natural Resources Web Soil Survey 1/30/2012
Conservation Service National Cooperative Soil Survey Page 1 of 3

� Y
r_
N 3950280 J85 J50 JBSOMO J&JOSJO Jl50820 30W710
Q77•2Y 11' 77'23'1Y'
§ t♦o ,' TAU
'
v o
N 3S O
N O
S 8 w
a
v
u
�� a• � �,,per ,, 7 > �
0 0 77.22'Ir zr Js•
ae sw ze ezo s n•
Jsa
J0.5 71a
Y Y
N
y Y
g"VECEI V EID
FEB 0 2 .2012
BY:

• 1. f j'f
� Ay•p
...
p CP f T f 4
s'.
itIra
�! fit.••'• r' '�•'
jel
•.r ..
�lj v .4r 1
1• 'l 4rS.,• '
v-":'1LImG;t '✓ ram
a r-�. �•. : tea. �•
rvv'
.F," ��' .r••�+ a 'Q•Lr. L•^•{
rf� yy�r�IY, I '
ip
.ram "•`}+ Y �.am
i
j.
at
Ir. I
r
RECEIVED
FEB 0 2 2012
BX:

(Page 1 of 2)
' 1
it .q?Tl'OF gi
7L �A....TV: `
ro 87 MRH 26 AID 1_ 59
o95n%432 7MIs -RESENFED
TO IAX OFFICE
eTaTr OF
NOATw caa0u CRAWFORD COLLINS
� cr
-- Excise Tax y3O.BO "' �g'O° Time, Book and Page
Parcel Identifier Number '
Mail after recording to:
Prepared by: GAYLOR, EDWARDS AND VATCHER
Attorneys at Law
219 New Bridge Street
Jacksonville, North Carolina 28541-1057
Brief description for index:
RORT9 CAROLINA GOAL WARRANTY DEED
This Deed made this 24th day of March 19 87 , by and between
GRANTOR GRANTEE ..
JACKSONVILLE COUNTRY CLUB, INC., a THE TRUSTEES OF
North Carolina non-profit Corporation COASTAL CAROLINA COMMUNITY COLLEGE
The designation Grantor and Grantee as used herein shall include said parties, oil
their heirs Successors and assigns, and shall include singular, plural,
masculine, feminine or neuter as required by context.
WITINIS.SETH, that the Grantor, for a valuable consideration paid by the
Grantee, the receipt of which is hereby acknowledged, 1as and by these
presents does grant, bargain, sell and convey unto the Grantee in fee simple,
all that certain lot or parcel of land situated in the Jacksonville Township
Onslw County, North Carolina, more Particularly described as follows:
COMMENCING at a concrete monument where the eastern edge of
Western Boulevard's right-of-way intersects the northern edge of
NCSR 1403's right-of-way, also known as Country Club Road;
thence on a bearing of N 81 degrees 28 minutes 49 seconds E for .
2011.81 feet to an iron stake and the TRUE POINT OF BEGINNING.
Thence from the TRUE POINT 07 BEGINNING and along the northern
edge of NCSR 1403's right-ofway N 70 degrees 37 minutes 55
seconds E for 179.97 feet to a set iron stake, said point being
a new division line in Jacksonville Country Club's property as
recorded in Deed Book 252 on Page 403 in the Onslow County
Registiy, thence for seven calls with the new division lines in
said Property. First call, N 15 degrees 00 minutes 18 seconds W
for 1713.43 feet to a set iron stake, Second call, N 60 degrees"
11 minutes 41 seconds W for 656.69 feet to a set iron stake.
Third call, N 33 degrees 19 minutes 22 seconds W for 342.87 feet
to a set iron stake, Fourth call, N 12 degrees 17.,minutes 32
seconds W for 299.34 feet to a set iron stake, Fifth call, N 74
degrees: 48 minutes 07 seconds E for 380.97 feet, Sixth call, N I
31 degrees 54 minutes 24 seconds W for 455.43. feet to a set -iron
stake, Seventh gall, S 69 degrees 07 minutes 31 seconds W for
508.64 feet to a set iron stake, said stake being located in the
existing line between Coastal Carolina Community College and a 7�A�
st-
Jacksonville
division line tbetween ry �COastal 'Carol thence for i a Community munity Cols with llegeiand i _t-� i�,,,(� �[ y N.��
Jacksonville Country C1ub;. First call, S 5 degrees 24 minutes OC
FEB 0 2 .2112
BY:
Book 825. Pace 432. File Flacber

(Page 2 of 3) .
a'SK =!15I'!JJ ..
seconds W. for $93.70 feet to an existing iron stake, Second
call, S 70 degrees 19 minutes 39 seconds W for 277.70 feet to an
exist-ng iron stake; thence with Country Club Villas as recorded
:n Map Book 21, Page 172 S 20 degrees 40 minutes 21 seconds E
for 6_2.90 feet to an existing iron stakes thence for five calls
with G. E. Robinson's property, new or formerly, as recorded in
-)eed 3ook 672 on Page 7 in the Onslw County Registry, First
call, N 80 degrees 46 minutes 58 seconds E for 249.78 feet to an
existing iron stake, Second call, N 67 degrees 27 minutes 13
seconds E for 324.64 feet to an existing iron stake, _Turd call,
N 67 degrees 21 minutes 23 seconds E for 250.02 feet to an
existing iron stake, Fourth call, N 67 degrees 32 minutes 55
seconds E for 124.90 feet to an existing iron stake, ?fifth call,
S -9 degrees 57 minutes 52 seconds E for 282.31 feet to the TRUE
PO:NT OF BEGINNING and containing 20.1 acres, and being a Dart '
of that property described in a deed from D.L. Phillips and
vise, Louise E. Phillips to Jacksonville Country Club, 'Inc.
dated January 5, 1955, and recorded in Book 252, Page 403 Onslow,
County Registry.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all
privileges and appurtenances thereto belonging to the Grantee in
fee simple.
And the Grantor covenants .with the Grantee that Grantor is
seized of the premises in fee simple, has the right to convey
the same in fee simple, that title is marketable and free and
clear of all encumbrances, and that Grantor w:11 warrant and
defend the title against the lawful clams of all persons
• whomsoever except for the exceptions stated herein.
IN WITNESS WBEAE01, the Grantor has caused this _nstrvment to be
signed in its corporate name by its duly authorized officers and
its seal to be hereunto affixed by authority of its Board of
Directors, this tie day and year first above written.
JACKSONVILLE COUNTRY CLUB, INC.
tald
1 • '; is ecretary Press ent
`• .�;• ..(CORPORATE SEAL)
NORTU�CAROLINA
ONSLEi;COUNTY
i'J
•'1 a Notary Public in and for the county and state aforesaid, certify
tut J.N. Mile per,onally appeared before me this day and
a_knowle�e� e s Ahe 1s tth!e Ass't Secretary of JACKSONVILLE COUNTRY CLUB,
=vC., a North Carolina corporation, and that by authority duly given and as
tie act of the corporation, the foregoing instrument was signed in its name by
::s President, sealed with its corporate seal, and attested by him as
_ts Ass't Secretary. witness my d official seal, this the 24th day of
My Commission expiresx - `•
Not Public
J�DW co
aom wmtar•4 sow taum .
ni.;■.ae,,;r.,y,!w SteDhenle A. Lanier ��pp�//��i XX� T1�11ff'��
N.u.fM roW k ad,wa.a.`,.w.«�to W..m,...yw.w Ir'..M.a.r,..,L1 s W..ab r R-E— EI V L' D
,See lie. 6th"r Narrh-
FEB 0 2 2012
BY:
Hook 825. Pace 432, File mnvber

Onslow County Property Records Site Page 1 of 1
Parcel ID: 040364 Map#: 346-2 Tax Year: 2011
Luc: Commercial/Ind/Primary Class: Commercial NBHD:Western Blvd. Commercial
ONSLOW TECHNICAL INSTITUTE TRU 444 WESTERN BLVD
Exempt: E
Parcel
Parcel 040364
Tax Year 2011
Property Addess 444 WESTERN BLVD
Unit Desc
Unit #
NBHD 2509 - Western Blvd. Commercial
Class Commercial
Land Use Code 34 - Commercial/Ind/Primary
Living Units
Mapping Acres 70.56
LAMA Acres 70.557
Location
Fronting
Zoning B-1-B-1
Map # 346-2
PIN Number 438711561171
Total Cards 16
Record Type R
Legal
Legal Description SR 1470
Township 110 -JACKSONVILLE
City Code 20 -JACKSONVILLE
Jurisdiction 1020 - JACKSONVILLE CITY
Plat Book-Page/Subd # NO-SUBDIV
Owner Details
Owned ONSLOW TECHNICAL INSTITUTE TRU
Owner 2
Customer ID 999050001
Address 444 WESTERN BLVD
JACKSONVILLE, NC
28540
Mailing Address
%Ownership 100
Nature of Ownership -
FEB 0 2 2012
BY:
http://property.onslowcountync.gov/Forms/PrintDatalet.aspx?pin=040364&gsp=PROFILE... 1/30/2012

WET DETENTION POND ANALYSIS-ALL RULES
FILE NAME: S:IWQSISTORMWATERIEXCELSPREADSHEETSIPOND1920903
PROJECT#:SW8 920903 REVIEWER: c baker
Initial Run Date Ifi eb 6,2012
PROJECT NAME: !Coastal Carolina Community College Maintenam Last modified 06-Feb-12
Receiving Stream: UT to Sandy Run Branch Class: SC NSW
Drainage Basin: (While Oak Within 1/2 mile SA? 0
Index No. 119-10-1 I
Site Area 97.83 acres
ODrainage Area 340640.00 square feet DA Area 7.82 acres
Rules-"2008"or"Ph2" 2008
IMPERVIOUS AREAS-BUA Runoff C
Buildings 17 0 .00 square feet 1
51
Street 5109191.00 Square feet 0.98
SW 3625.00 square feet 0.95
Future 58992.00 square feet 0.9s
Offsite square feet N55
Other 118177.00 square feet 0.95
lBUA at diff.DSG) square feet 0.95
TOTAL 248902.00 square feet
SURFACE AREA CALCULATION(with added DA and BUA at different design storm)
Overall%Impervious 73.07% SA/DA Ratio 7.31%
Average Design Depth 3.5 feet Req.SA 24890 sf
TSS,85 or 90: 1 90 % Prov.SA 27670 st
TEMPORARY POOL AND FOREBAY VOLUME CALCULATIONS
New BUA Old BUA
Drainage Area© 340640.00 at
BUA 248902.00 0.00 sf
Post development Rv= 0.708 #DIV/O! unitless
Old BUA Design Storm inches
Old BUA Design Volume 0
1.5"New BUA Design Storm Volume 30130
1 yr.24 hour precipitation depth(inches) 1.50 ham NOAA chart
Predevelopment Rv value 0.05 Use 0.05 if no existing BUA
1 yr.24 hr.Pre-development volume 2129 cubic feet
1 yr.24 hr.Post-development volume 30130 cubic feet
2008 Design Volume r 30130 cubic feet
Phase 2 Design Volume F30130 cubic feet
Required Volume 30130 cf Area,sf Inc.volume Acc.volume
Top of Sediment 31.50 mist. . . . . . . . . B429.o0 0.00 0.00
Bottom of Shelf 36.00 msl.......... 23652.00 72182.25 72182.25
Permanent Pool 36.50 mist. . . . . . . . . 27670.00 12830.50 85012.75
Top of Shelf 37.00 post.......... 32585.00 15063.75 100076.50
Temporary Pool 37.50 msl......... 34104.00 16672.25 116748.75
Volume met at elev - 38.31 msl FOREBAY
Vol.Prov,at TP 31736.00 cf Perm.Pool Volume= 85013
Req.Forebay Volume= 17003
Provided Volume= 17325.00
Percent= 20.4%
Calculated Average Depth,feet 13.52 Max Pump HP 113
ORIFICE CALCULATION
Average Head 0.30 feet 02 Area= 9.54 sq.inches
Flow Q2,cfs 0.174 cfs Q5 Area= 3.82 sq.inches
Flow Q5,cfs 0.070 cfs Orifice Area= 4.91 sq.inches
No.of Orifices 1 Avg.Flow Q= 0.090 cfs
Diameter,inches 2.50 or weir H x W in x
Drawdown= 3.9 days V of end contractions,N=
1 yr 24 hr intensity,in/hr 5.88 NOAA tl discharge coefficient,C= 3.30
Runoff Coefficient 0.77 unitless Effective weir length,L
1 yr 24 hr peak 35.34 cfs
Orifice flow<lyr24hr? YES-OK

COASTAL CAROLINA COMMUNITY COLLEGE
MAINTENANCE BLDG. ADDITION
444 Western Blvd.
Jacksonville, NC
Onslow Co.
STORMWATER BMP
PRELIMINARY CALCULATIONS
January 31, 2012
SEA
20106 : 131-11
B`........
�uu iman aoo\
BARTLETT
BI( EM&Sl1NEYWG,K
1906 Nash Street North Wilson,NC 2 7893-1 726
Phone:[phone] Fax:[phone]
Robma,banlenenecom �py� T� � 7?��('�
FEB 0 2 2012
F3Y:

y.
January 31,2012
Wilmington Regional Office BAWLETT
Department of Environment ENGII MING & SURVEYING, K
and Natural Resources 1906 Nash Street North Wilson,NC 27893-1726
Attn: Stormwater Phone:[phone] Fax:[phone]
127 Cardinal Drive
Wilmington,NC 28405
REFERENCE: STORMWA1-ER NARRATIVE-COASTAL CAROLINA COMMUNITY COLLEGE-
NEW NIAINIT.NANCE BUILDING JACKSONVILLE, NC
To Whom It May Concern:
STORMWATER: We are seeking a permit modification for the Coastal Carolina Commurtin, College
stormwater permit# SW8920903. The current permit consists of a parking lot (Parking Lot#4) that utilizes a
detention pond to treat runoff. Proposed modifications consist of addition of a new maintenance building and
associated drive and parking that will utilize the existing detention pond with modifications as the BDfP.
The, stormwater detention pond is designed to capture runoff generated by 1.5 inches of rainfall from all
currently permitted and proposed impervious surfaces (including future parking lot) except one entrance drive
to the site that is replacing an existing entrance drive that will be removed. The detention pond is designed to
treat at 90% TSS removal without vegetated filter. The drainage area is approximately 340,640 SF with
impervious area approximately 248,902 SF yielding a BUA/DA of 0.73. The SA/DA ratio value chosen was
7.5 from the Coastal (90%TSS Removal) SA/DA Table 10-4 based on an average pond depth of 3.5ft deep and
75%impervious area.
Stormwater will be conveyed by sheet flow and piping to the modified stormwater detention pond before
discharging the site into an existing drainage ditch. The ditch was evaluated by NCDENR Wilmington office
(approximately end of November 2011)and determined it was not a stream feature near the point of discharge.
If you have any questions or need additional information,please contact our office. Thank you.
Sincerely,
Robert S.Bartlett, PE
Enclosure
FEB 0 2 .2012
BY:

STORMWATER DETENTION POND(Designed according to NCDENR BMP Manual)
The stormwater detention pond was designed to meet the Coastal Stormwater Regulations.
Detention pond designed at 90%TSS removal and runoff from 1.5" rainfall.
Elevation: 36.5' (permanent pool)to 41.5' top of dike
Storage Elevation: 37.5' (temporary pool)
Inlet Box: Crest Elevation 39.75'
Inlet Box-24"x36"
Barrel: Free Outfall
Diameter= 15.0"
Emergency Weir Elevation=40.0'
Length=10'
Orifice Structure: 2.5"circular @ Elev. 36.5'
Orifice Structure2: I opening(2.0' wide x 1.0' height)@ Invert Elev. 37.5'
Drawdcwn: Approximately 3.5 days for 1.5"Runoff
Coastal Carolina Community College-Jacksonville,NC
STORMWATER BMP PRELIMINARY CALCULATIONS
DESIGN STORM POST DEVELOPED
RETURN EVENT DEPTH PEAK RUN-OFF MWSEL
YEARS IN CFS (FT)
1 3.6 0.40 39.3
2 4.38 1.34 39.4
10 6.77 7.91 39.7
25 8.43 13.91 39.9
100 11.5 23.33 40.1
k;'f_G;C! L V ED
FEB 0 2 .2012
BY:

PRELIMINARY POND DESIGN DATA
POND RESIDENTIAL
DRAINAGE AREA(ACRES) 7.82
IMPERVIOUS AREA 5.71
MAX IMPERVIOUS AREA 73%
AVG. POOL DEPTH(FEET) 3.5
TSS REMOVAL 90%
SA/DA RATIO@75% imp area 7.5 (From NCDWQ Stormwater BMP Chart)
SURFACE AREA REQUIRED(SF) 25,548
SURFACE AREA PROPOSED SF 27,670
DRAWDOWN ORIFICE SIZE(INCHES) 2.5
TEMP. POOL VOLUME PROVIDED 31,736
DRIVING HEAD(FT) 0.41
DISCHARGE(CFS) 0.105
DRAWDOWN TIME(DAYS) 3.50
OPTION#2 day = (0.25'(1+Aoot she A q
perm boot))+((( boi Shen+gbot_pona)/2) Depth/Amt snen)
Permanent Pool Elevation 36.5
Pond Bottom Elevation 31.50
Depth(Bottom of Vag. Shelf to Pond Bottom) 4.5 (Depth from bottom shelf to bottom pond)
Abot_shett 23652 EIev=36.0
Apwm_pl 27670 EIev=36.5
Abot_bona 8429
deg 3.52
DESIGNED TO CAPTURE 1.5" RUN-OFF
wQv
D.A. BUILT UPON BUA./ Rv STORAGE
BMP DRAINAGE AREA(BUA) D.A. REQUIRED
AREA AREA SF SF CF
DENTION BASIN 340,640 248,902 0.73 0.71 30130
FEB U 2 .2012
BY:

WET DETENTION BASIN VOLUMES DETERMINED FROM PLAN CONTOURS
PARKING LOT #4 MODIFICATION-NEW MAINTENANCE BLDG. (NCDENR)
FOREBAY VOLUMES BELOW PERMANENT POOL
AREA INCREMENTAL STORAGE VOLUME
STAGE ELEV FT ACRES AREA ISO FT VOLUME (CU FT) (CUMMULATIVE AVG VOLUME CU FT
0 32.00 0.0556 2,421 0 0
0.5 32.50 0.0621 2,707 1,280 1,280
1 33.00 0.0686 2,990 1,423 2,703
2 34.00 0.0831 3,621 3,306 6,009
3 35.00 0.0987 4,300 3,961 9,970
4 36.00 0.1152 5,017 4,659 14,629
4.5 36.50 0.1324 5,768 2,696 17,325
MAIN POND VOLUMES BELOW PERMANENT POOL
AREA INCREMENTAL STORAGE VOLUME
STAGE ELEV FT ACRES AREA (SQ FT) VOLUME CU FT CUMMULATIVE AVG VOLUME CU FT)
0 31.50 0.1935 8,429 0 0
0.5 32.00 0.2157 9,398 4,456 4,456
1.5 33.00 0.2618 11,404 10,401 14,857
2.5 34.00 0.3100 13,505 12,455 27,312
3.5 35.00 0.3606 15,706 14,606 41,918
4.5 36.00 0.4130 17,991 16,849 58,767
5 36.50 0.5003 21,795 9,947 68,714
TOTAL POND VOLUMESABOVE PERMANENT POOL
AREA INCREMENTAL STORAGE VOLUME
STAGE ELEV FT ACRES AREA(SQ FT) VOLUME CU FT (CUMMULATIVE AVG VOLUME CU FT
0 36.50 0.6352 27,670 0 0
0.5 37.00 0.7480 32,585 15,603 15,603
1 37.50 0.7829 34,104 16,133 31,736
1.5 38.00 0.8304 36,171 17,568 49,304
2.5 39.00 0.9157 39,890 38,031 87,335
3.5 40.00 1.0164 44,275 42,083 129,418
4.5 41.00 1.1861 51,668 47,972 177,390
FEB 0 2 .2012
BY:

Job File: P:\_PROJECT FILES\CCCCPOND\PS_PRE.PPW
Rain Dir: P:\_PROJECT FILES\CCCCPOND\
--_-----JOB TITLE====_____
Project Date: 1/9/2012
Project Engineer: Robert S. Bartlett
Project Title: Watershed
Project Comments:
RECEIVE' DI
SIN: 121E01CO709D Bartlett Engineering and Surveying, PC FEB 0 2 2012
PondPack Ver. 9.0041 Time: 11:09 AM Date: 1/10/2012
BY:

Table of Contents i
Table of Contents
as+aa+a+rraa++ar+aaa.r MASTER SUMMARY a+u a««+rra+aa.«araa+a
Watershed. . . . . . . Master Network Summary . . . . . . . . . . . . . 1.01
DESIGN STORMS SUMMARY •••+•:rraa•+rarrara
JACKSONVILLE. . . . Design Storms . . . . . . . . . . . . . . . . . . . . . . 2.01
TC CALCULATIONS +••+••:a+a.+++ti ar.a.
PRE-DEV. . . . . . . . . Tc Calcs . . . . . . . . . . . . . . . . . . . . . . . . . . . 3.01
CN CALCULATIONS
PRE-DEV. . . . . . . . . Runoff CN-Area . . . . . . . . . . . . . . . . . . . . . 4.01
RUNOFF HYDROGRAPHS •••*•*•••+••rra*••+•
Unit Hyd. Equations . . . . . . . . . . . . . . . . 5.01
PRE-DEV. . . . . . . . . Pre 1
Unit Hyd. Summary . . . . . . . . . . . . . . . . . . 5.03
SIN: 121E01CO709D Bartlett Engineering and Surveying, PC -
PondPack Ver. 9.0041 Time: 11:09 AM Date: 1/10/2012
FEB U 2 .2012
i3Y:

Type. . . . Master Network Summary Page 1.01
Name. . . . Watershed
File. . . . P:\_PROJECT PILES\CCCCPOND\PS PRE.PPW
MASTER DESIGN STORM SUMMARY
Network Storm Collection: JACKSONVILLE
Total
Depth Rainfall
Return Event in Type RNF ID
Pre 1 3.6000 Synthetic Curve TypelI 24hr
Pre 2 4.3800 Synthetic Curve TypeII 24hr
Pre 10 6.7700 Synthetic Curve TypeII 24hr
Pre 25 8.4300 Synthetic Curve TypeII 24hr
Pre100 11.5000 Synthetic Curve TypeIi 24hr
MASTER NETWORK SUMMARY
SCS Unit Hydrograph Method
(•Node=Outfall; Node=Diversion;)
(Thin= HYG Truncation: Blank=None; L=Left; R=Rt; LR=Left&Rt)
Max
Return HYG Vol Qpeak Qpeak Max WSEL Pond Storage
Node ID Type Event ac-ft Trun hrs cis ft ac-ft
_______ ____ ______ __________ __ _________ ________ ____________
•OUT 10 JCT 1 .113 12.6000 .43
`OUT 30 JCT 2 .205 12.5000 .98
*OUT 30 JCT 10 .589 12.4500 3.66
'OUT 10 JCT 25 .917 12.4500 6.03
'OUT 10 JCT 100 1.604 12.4500 10.96
PRE-DEV AREA 1 .113 12.6000 .43
PRE-DEV AREA 2 .205 12.5000 .98
PRE-DEV AREA 10 .589 12.4500 3.66
PRE-DEV AREA 25 .917 12.4500 6.03
PRE-DEV AREA 100 1.604 12.4500 10.96
SIN: 121EOIC0709D Bartlett Engineering and Surveying, PC 1Ii`l. E11 W �
PondPack Ver. 9.0041 Time: 11:09 AM Date: 1/10/2012
FEB 0 2 2012
BY:

Type. . . . Design Storms Page 2.01
Name. . . . JACKSONVILLE
File. . . . P:\_PROJECT FILES\CCCCPOND\
Title. . . Project Date: 1/9/2012
Project Engineer: Robert S. Bartlett
Project Title: Watershed
Project Comments:
DESIGN STORMS SUMMARY
Design Storm File,ID = JACKSONVILLE
Storm -rag Name = Pre 1
_ ____________________________________
Data Type, File, ID = Synthetic Storm TypeII 24hr
Storm Frequency = 1 yr
Total Rainfall Depth= 3.6000 in
Duration Multiplier = 1
Resulting Duration = 24.0000 hrs
Resulting Start Time= .0000 hrs Step= .1000 hrs End= 24.0000 hrs
Storm Tag Name = Pre 2
__ _________________________ _ ________
Data Type, File, ID Synthetic Storm TypeII 24hr
Storm Frequency = 2 yr
Total Rainfall Depth= 4.3800 in
Duration Multiplier = 1
Resulting Duration = 24.0000 hrs
Resulting Start Time= .0000 hrs Step= .1000 hrs End= 24.0000 hrs
Storm Tag Name = Pre 10
__ _______
Data Type, File, ID = Synthetic Storm TypeII 24hr
Storm Frequency = 10 yr
Total Rainfall Depth= 6.7700 in
Duration Multiplier = 1
Resulting Duration = 24.0000 hrs
Resulting Start Time= .0000 hrs Step= .1000 hrs End= 24.0000 hrs
Storm Tag Name = Pre 25
__ _ __________ ____________
Data Type, File, ID = Synthetic Storm TypeII 24hr
Storm Frequency = 25 yr
Total Rainfall Depth= 8.4300 in
Duration Multiplier = 1
Resulting Duration = 24.0000 hrs
Resulting Start Time= .0000 hrs Step= .1000 hrs End= 24.0000 hrs
Storm Tag Name = PYe100
____ _____ __ _________________________
-
Data Type, File, ID Synthetic Storm TypeII 24hr
Storm Frequency = 100 yr
Total Rainfall Depth= 11.5000 in
Duration Multiplier = 1
Resulting Duration = 24.0000 hrs
Resulting Start Time= .0000 hrs Step= .1000 hrs End= 24.0000 hrs
SIN: 121EOIC0709D Bartlett Engineering and Surveying, PC
v �1i1
PondPack Ver. 9.0091 Time: 11:09 AM Date: 1/10/2012
FEB 0 2 2012
BY:

Type. . . . Tc Calcs Page 3.01
Name. . . . PRE-DEV
File. . . . P:\_PROJECT FILES\CCCCPOND\P5 PRE.PPW
TIME OF CONCENTRATION CALCULATOR
--------------------------------------------------------------
----------
Segment 41: TC: SCS Lag
Hydraulic Length 361.00 ft
Runoff CN 55
Slope .002770 ft/ft
Avg.Velocity .11 ft/sec
Segment #1 Time; .8746 hrs
-------------------------------------------------------------------------
Total Tc: .8746 hrs
SIN: 121ROIC0709D Bartlett Engineering and Surveying PC
�IVED
PondPack Ver. 9.0041 Time: 11:09 AM Date: 1/10/2012 CEE
FEB 0 2 2012

Type. . . . Tc Calcs Page 3.02
Name. . . . PRE-DEV
File. . . . P:\_PROJECT FILES\CCCCPOND\PS PRE.PPW
-------------------- _ _-------___--------_--_-_--
Tc Equations used. . .
------------------------------------------------------------------------
SCS Lag
Tc = 0.000877 * (Lf**0.8) * ( (1000/CN) - 9)**0.7) * (Sf**-0.5)
Where: Tc = Time of concentration, hrs
Lf = Flow length, ft
CN = SCS Curve Number
Sf = Slope, ft/ft
SIN: 121EOIC0709D Bartlett Engineering and Surveying, PC ♦ �CCL� 7 4 D
PORdPaCk Ver. 9.0041 Time: 11:09 AM Date: 1/10/2012 `Y
FEB 0 2 .2012
BY:

Type. . . . Runoff CN-Area Page 4.01
Name. . . . PRE-DEV
File. . . . P:\_PROJECT FILES\CCCCPOND\PS PRE.PPW
RUNOFF CURVE NUMBER DATA
--------------------------------------------------------------------------
Impervious
Area Adjustment Adjusted
Soil/Surface Description CN acres tC tuc CN ,
-------------------------------- ---- --------- ----- ----- ------
Woods - good 55 3.570 55.00
COMPOSITE AREA 6 WEIGHTED CN ---> 3.570 55.00 (55)
SIN: 121E0IC0709D Bartlett Engineering and Surveying; PC
Pond Pack Ver. 9.0041 Time: 11:09 AM Date: 1/10/2012 FEB 0 2 2M2
F3Y:

Type. . . . Unit Hyd. Equations Page 5.01
Name. . . .
File. . . . P:\_PROJECT FILES\CCCCPOND\PS PRE.PPW
SCS UNIT HYDROGRAPH METHOD
(Computational Notes)
DEFINITION OF TERMS: ------------------------------------------------
At :: Total area (acres) : At is Ai+Ap
Ai is Impervious area (acres)
Ap is Pervious area (acres)
CNi is Runoff curve number for impervious area
CNp _ Runoff curve number for pervious area
fLoss = f loss constant infiltration (depth/time)
gxs .= Saturated Hydraulic Conductivity (depth/time)
Md = Volumetric Moisture Deficit
Psi := Capillary Suction (length)
hK is Horton Infiltration Decay Rate (time-1)
fo is Initial Infiltration Rate (depth/time)
fc is Ultimate(capacity)Infiltration Rate (depth/time)
Ia is Initial Abstraction (length)
dt is Computational increment (duration of unit excess rainfall)
Default dt is smallest value of 0.1333Tc, rtm, and th
(Smallest dt is then adjusted to match up with Tp)
UDdt is User specified override computational main time increment
(only used if UDdt is => .1333Tc)
D(t) is Point on distribution curve (fraction of P) for time step t
K = 2 / (1 + (Tr/Tp) ) : default K = 0.75: (for Tr/Tp = 1.67)
Ks = Hydrograph shape factor
is Unit Conversions * K:
((lhr/3600sec) * (lft/12in) * ( (5280ft)**2/sq.mi)) * K
Default Ks = 645.333 * 0.75 is 484
Lag is Lag time from center of excess runoff (dt) to Tp: Lag = 0.6Tc
P is Total precipitation depth, inches
Pa(t) is Accumulated rainfall at time step t
Pi(t) = Incremental rainfall at time step t
qp = Peak discharge (cfs) for lin. runoff, for lhr, for 1 sq.mi.
is (Ks * A * Q) / Tp (where Q = lin. runoff, A=sq.mi.)
Qu(t) = Unit hydrograph ordinate (cfs) at time step t
Q(t) = Final hydrograph ordinate (cfs) at time step t
Rai(t)= Accumulated runoff (inches) at time step t for impervious area
Rap(t)= Accumulated runoff (inches) at time step t for pervious area
Rii(t)= Incremental runoff (inches) at time step t for impervious area
Rip(t)= Incremental runoff (inches) at time step t for pervious area
R(t) = Incremental weighted total runoff (inches)
Rtm = Time increment for rainfall table
Si = S for impervious area: Si is (1000/CNi) - 10
Sp = S for pervious area: Sp is (1000/CNp) - 10
t = Time step (row) number
Tc = Time of concentration
Tb = Time (hrs) of entire unit hydrograph: Tb is Tp + Tr
Tp is Time (hrs) to peak of a unit hydrograph: Tp is (dt/2) + Lag
Tr is Time (hrs) of receding limb of unit hydrograph: Tr = ratio of Tp
SIN: 123E•11C0709D Bartlett Engineering and Surveying, PC RE`Lil' ZV11` D
PondPack Ver. 9.0041 Time: 11:09 AM Date: 1/10/2012
FEB U 2 2012
RY:

Type. .. . Unit Hyd. Equations Page 5.02
Name. . . .
File. . . . P:\_PROJECT FILES\CCCCPOND\PS PRE.PPW
SCS UNIT HYDROGRAPH METHOD
(Computational Notes)
PRECIPITATION: ------------------ _------_-__-----_ ---_--
Column (1) : Time for time step t
Column (2) : D(t) = Point on distribution curve for time step t
Column (3) : Pi(t) = Pa(t) - Pa(t-1) : C01. (4) - Preceding Col. (4)
Column (4) : Pa(t) = D(t) x P: Col. (2) x P
PERVIOUS AREA RUNOFF (using SCS Runoff CN Method) ------------------------
Column (5) : Rap(t) = Accumulated pervious runoff for time step t
If (Pa(t) is <= 0.2Sp) then use: Rap(t) = 0.0
If (Pa(t) is > 0.2Sp) then use:
Rap(t) = (Co1. (4)-0.2Sp)**2 / (Col. (4)+0.8Sp)
Column (6) : Rip(t) = Incremental pervious runoff for time step t
Rip(t) = Rap(t) - Rap(t-1)
Rip(t) = Col. (5) for current row - Col. (5) for preceding row.
IMPERVIOUS AREA RUNOFF ------------------------------------ _-----
Column (7 & 8) . . . Did not specify to use impervious areas.
INCREMENTAL WEIGHTED RUNOFF: ---------------------------------------------
Column (9) : R(t) = (AP/At) x Rip(t) + (Ai/At) x Rii(t)
R(t) = (AP/At) x Col. (6) + (Ai/At) x Col. (8)
SCS UNIT HYDROGRAPH METHOD: ----------------------------------------------
Column (10) : Q(t) is computed with the SCS unit hydrograph method
using R() and Qu() .
SIN: 121EOIC0709D Bartlett Engineering and Surveying, PC J"r l�'`y t, )-}�T"�
Pond Pack Ver. 9.0041 Time: 11:09 AM Date: 1/10/2012 `1�� V l.�.D
FEB 0 2 .2012
BY:

Type. . . . Unit Hyd. Summary Page 5.03
Name. . . . PRE-DEV Tag: Pre 1 Event: 1 yr
File. . . . P:\_PROJECT FILES\CCCCPOND\PS PRE.PPW
Storm. . . TypeII 24hr Tag: Pre 1
SCS UNIT HYDROGRAPH METHOD
STORM EVENT: 1 year storm
Duration = 24.0000 hrs Rain Depth = 3.6000 in
Rain Dir = P:\_PROJECT FILES\CCCCPOND\
Rain File -ID = - TypeII 24hr
Unit Hyd Type = Default Curvilinear
HYG Dir = P:\_PROJECT FILES\CCCCPOND\
HYG File - ID = - PRE-DEV Pre 1
Tc = .8746 hrs
Drainage Area = 3.570 acres Runoff CN= 55
Computational Time Increment = .11662 his
Computed Peak Time = 12.5944 hrs
Computed Peak Flow = .43 cfs
Time Increment for HYG File = .0500 hrs
Peak Time, Interpolated Output = 12.6000 hrs
Peak Flow, Interpolated Output = .43 cfs
DRAINAGE AREA
-------------------
ID:PRE-DEV
CN = 55
Area = 3.570 acres
S = 8.1818 in
0.2S = 1.6364 in
Cumulative Runoff
-------------------
.3801 in
.113 ac-ft
HYG Volume. . . .113 ac-ft (area under HYG curve)
"— SCS UNIT HYDROGRAPH PARAMETERS ....•
Time Concentration, TC = .87461 hrs (ID: PRE-DEV)
Computational Incr, Tm = .11662 hrs = 0.20000 Tp
Unit Hyd. Shape Factor = 483.432 (37.46% under rising limb)
K = 483.43/645.333, K = .7491 (also, K = 2/(1.(Tr/Tp))
Receding/Rising, Tr/Tp = 1.6698 (solved from K = .7491)
Unit peak, gp = 4.62 cfs
Unit peak time Tp = .58307 hrs
Unit receding limb, Tr = 2.33230 hrs
Total unit time, Tb = 2:91537 hrs
S/N: 121EO1C0709D Bartlett Engineering and Surveying, PC IE+C iLl: D
PondPack Ver. 9.0041 Time: 11:09 AM Date: 1/10/2012
FEB 0 2, 2012
BY:

Appendix A A-1
Index Of Starting Page Numbers for ID Names
JACKSONVILLE. . . 2.01
_____ P _____
PRE-DEV. . . 3.01, 4.01, 5.03
_____ W _____
Watershed. . . 1.01
SIN: 121E01C0909D Bartlett Engineering and Surveying, PC �.It� `li 1u `V -D
Pond Pack Ver. 9.0041 Time: 11:09 AM Date: 1/10/2012
FEB 0 2 2012
BY:

Job File: P:\_PROJECT FILES\CCCCPOND\P5 POST.PPW
Rain Dir: P:\_PROJECT FILES\CCCCPOND\
_----=-=JOB TITLE====_____
Project Date: 1/9/2012
Project Engineer: Robert S. Bartlett
Project Title: Watershed
ProjeCt Comments:
r -
SIN: 121EO1C0709D Bartlett Engineering and Surveying, PC
PondPack Per. 9.0041 Time: 11:07 AM Date: 1/10/2012
FEB U 2 2012
ByY

Table ol: Contents i
Table of Contents
...+...x+++........+... MASTER SUMMARY +.+...+..:...ar.aa....
watershed. . . . . . . Master Network Summary . . . . . . . . . . . . . 1.01
+....a....a+...... DESIGN STORMS SUMMARY ••••••••+......:..+
,JACKSONVILLE. . . . Design Storms . . . . . . . . . . . . . . . . . . . . . . 2.01
"""'•"""••^"*• TC CALCULATIONS *••••••..•.•.•aa.a..x
POST-DEV. . . . . . . . TC Calas . . . . . . . . . . . . . . . . . . . . . . . . . . . 3.01
.+.......+.......+.... CN CALCULATIONS •'••'aaa.....a.a..a..
POST-DEV. . . . . . . . Runoff CN-Area . . . . . . . . . . . . . . . . . . . . . 4.01
+.a....+..a.a...+a+. RUNOFF HYDROGRAPHS
Unit Hyd. Equations . . . . . . . . . . . . . . . . 5.01
POST-DEV. . . . . . . . Dev 1
Unit Hyd. Summary . . . . . . . . . . . . . . . . . . 5.03
............+a.......a. POND VOLUMES a.....a:a.a...a.+..+...
POND 10. . . . . . . . . Vol: Elev-Area . . . . . . . . . . . . . . . . . . . . . 6.01
SIN: 121EC•1C0709D Bartlett Engineering and Surveying, PC
.i.iL `Y ✓._J�
PondPa ck Ver. 9.0041 Time: 11:07 AM Date: 1/10/2012
FEB © 2 .2012
BY:�_

Table of Contents
Table of Contents (continued)
`••••"••••••+'+•••+ OUTLET STRUCTURES •'*'•*+*•*+•*••*+++•+
Outlet 2. . . . . . . . Outlet Input Data . . . . . . . . . . . . . . . . . . 7.01
Individual Outlet Curves . . . . . . . . . . . 7.04
Composite Rating Curve . . . . . . . . . . . . . 7.08
SIN! 121E01C0709D Bartlett Engineering and Surveying, PC _
PondPack Ver. 9.0041 Time: 11:07 AM Date: 1/10/2012 - 4
FEB 0 2 2012
'.3Y:

Type. . . . Master Network Summary Page 1.01
Name. . . . Watershed
File. . . . P:\_PROJECT FILES\CCCCPOND\PS POST.PPW
MASTER DESIGN STORM SUMMARY
Network Storm Collection: JACKSONVILLE
Total
Depth Rainfall
Return Event in Type RNF ID
Dev 1 3.6000 Synthetic Curve TypeII 24hr
Dev 2 4.3800 Synthetic Curve TypeII 24hr
Dev 10 6.7700 Synthetic Curve TypeII 24hr
Dev 25 8.4300 Synthetic Curve TypeII 24hr
Dev100 11.5000 Synthetic Curve TypelI 24hr
MASTER NETWORK SUMMARY
SCS Unit Hydrograph Method
('Node=Outfall; +Node=Diversion;)
(Trun= HYG Truncation: Blank=None; L=Left; R=Rt; LR=Left4Rt)
Max
Return HYG Vol ppeak Opeak Max WSEL Pond Storage
Node ID Type Event ac-ft Trun hrs cfs ft ac-ft
____ ______ __ _________ ________ ____________
•OUT 30 JCT 1 .509 14.1500 .40
-OUT 10 JCT 2 .703 12.9500 1.34
•OUT 10 JCT 10 1.339 12.4500 7.91
'OUT 10 JCT 25 1.802 12.3500 13.91
-OUT 10 JCT 100 2.677 12.3000 23.33
POND 10 IN POND 1 .532 12.2000 5.41
POND 30 IN POND 2 .727 12.2000 7.42
POND 10 IN POND 10 1.366 12.2000 13.82
POND 10 IN POND 25 1.829 12.1500 18.36
POND 10 IN POND 100 2.706 12.1500 26.79
POND 10 OUT POND 1 .509 14.1500 .40 39.29 .339
POND 10 OUT POND 2 .703 12.9500 1.34 39.40 .391
POND 10 OUT POND 10 1.339 12.4500 7.91 39.72 .547
POND 10 OUT POND 25 1.802 12.3500 13.91 39.87 .621
POND 10 OUT POND 100 2.677 12.3000 23.33 40.07 .721
SIN: 121EClC0709D Bartlett Engineering and Surveying, PC
PondPa Ck Ver. 9.0041 Time: 11:07 AM Date: 1/10/2012
Il'i1L��J�,1 Y J�•,�
FEB 0 2 2012
,BY:

Type. . . . Master Network Summary Page 1.02
Name. . . . Watershed
File. . . . P:\_PROJECT FILES\CCCCPOND\PS POST.PPW
MASTER NETWORK SUMMARY
SCS Unit Hydrograph Method
(+Node=Outfall; +Node=Diversion;)
(True= HYG Truncation: Blank=None; L=Left; R=Rt; LR=Left6Rt)
Max
Return HYG Vol Qpeak Qpeak Max WSEL Pond Storage
Node ID Type Event ac-ft Trun his cfs ft ac-ft
____________
POST-DEV AREA 1 .532 12.2000 5.41
POST-DEV AREA 2 .727 12.2000 7.42
POST-DEV AREA 10 1.366 12.2000 13.82
POST-DEV AREA 25 1.829 12.1500 18.36
POST-DEV AREA 100 2.706 12.1500 26.79
SIN: 121FOIC0709D Bartlett Engineering and Surveying, PC
PondPack Ver. 9.0041 Time: 11:07 AM Date: 1/10/2012 s-�-
FEB 0 2 2012
BY:

Type. . . . Design Storms Page 2.01
Name. . . . JACKSONVILLE
File. . . . P:\_PROJECT FILES\CCCCPOND\
Title. . . Project Date: 1/9/2012
Project Engineer: Robert S. Bartlett
Project Title: Watershed
Project Comments:
DESIGN STORMS SUMMARY
Design Storm File,ID = JACKSONVILLE
Storm Tag Name = Dev 1
___ __ _________________________________________
Data Type, File, ID = Synthetic Storm TypeII 24hr
Storm Frequency = 1 yr
Total Rainfall Depth= 3.6000 in
Duration Multiplier = 1
Resulting Duration = 24.0000 hrs
Resulting Start Time= .0000 hrs Step= .1000 hrs End= 24.0000 hrs
Storm Tag Name = Dev 2
----------------------------------------------------------------------
Data Type, File, ID = Synthetic Storm Typell 24hr
Storm Frequency = 2 yr
Total Rainfall Depth= 4.3800 in
Duration Multiplier = 1
Resulting Duration = 24.0000 hrs
Resulting Start Time= .0000 hrs Step= .1000 hrs End= 24.0000 hrs
Storm Tag Name = Dev 10
----------------------------------------------------------------------
Data Type, File, ID = Synthetic Storm TypeIT 24hr
Storm Frequency = 10 yr
Total Rainfall Depth= 6.7700 in
Duration Multiplier = 1
Resulting Duration = 24.0000 hrs
Resulting Start Time= .0000 hrs Step= .1000 hrs End= 24.0000 hrs
Storm Tag Name = Dev 25
_________________________________________ _ _______
Data Type, File, ID = Synthetic Storm TypeII 24hr
Storm Frequency = 25 yr
Total Rainfall Depth= 8.4300 in
Duration Multiplier = 1
Resulting Duration = 24.0000 hrs
Resulting Start Time= .0000 hrs Step= .1000 hrs End= 24.0000 hrs
Storm Tag Name = Dev100
_____ _____________________________________ __
Data Type, File, ID = Synthetic Storm TypeII 24hr
Storm Frequency = 100 yr
Total Rainfall Depth= 11.5000 in
Duration Multiplier = 1
Resulting Duration = 24.0000 hrs
Resulting Start Time= .0000 hrs Step= .1000 hrs End= 24.0000 hrs
SIN: 121E01CO709D Bartlett Engineering and Surveying, PCfM1^ y p l,�
POndPa Ck Ver. 9.0041 Time: 11:07 AM Date: 1/10/2012 � ✓1 to
FEB 0 � 2012

Type. . . . Tc Calcs Page 3.01
Name. . . . POST-DEV
File. . . . P:\—PROJECT FILES\CCCCPOND\P5—POST.PPW
TIME OF CONCENTRATION CALCULATOR
------------------------------------------------------------------------
Segment 41: Tc: SCS Lag
Hydraulic Length 624.00 ft
Runoff CN 81
Slope .005000 ft/ft
Avg.Velocity .35 ft/sec
Segment #1 Time: .4975 hrs
------------------------------------------------------------------------
Total Tc: .4975 hrs
SIN: 121ECIlC0709D Bartlett Engineering and Surveying, PC
PondPaCk Ver. 9.0041 Time: 11:07 AN Date: 1/10/2012
LV FEB 0 2 Z012
.' - -

Type. . . . Tc Calcs Page 3.02
Name. . . . POST-DEV -
File. . . . P:\_PROJECT FILES\CCCCPOND\PS POST.PPW
_______________________ ________________________ _____
Tc Equations used. . .
________________________________________________________________________
SCS Lag
Tc = 0.000877 ` (Lf`•0.8) * ((5000/CN) - 9)--0.7) ` (Sf••-0.5)
Where: Tc = Time of concentration, bra
Lf = Flow length, ft
CN = SCS Curve Number
Sf = Slope, ft/ft
SIN: 121EOIC0709D Bartlett Engineering and Surveying, PC
PondPack Ver. 9.0041 Time: 11:07 AM Date: 1/10/2012 .7 `f` ? �- Y-'�^-�•
FEB 0 2 2012

Type. . . . Runoff CN-Area Page 4.01
Name. . . . POST-DEV
File. . . . P:\_PROJECT FILES\CCCCPOND\PS POST.PPW
RUNOFF CURVE NUMBER DATA
__________________________________________________________________________
Impervious
Area Adjustment Adjusted
Soil/Sui:face Description CN acres tC %UC CN
________________________ ____ _____ _____ ------
Impervious Areas - Paved parking to 98 1.910 98.00
Open space (Lawns,parks etc.) - Goo 61 1.660 61.00
COMPOSITE AREA & WEIGHTED CN ---> 3.570 80.80 (81)
SIN: 121EOIC0709D Bartlett Engineering and Surveying, PC - --- �7
PondPack Ter. 9.0041 Time: 11:07 AM Date: 1/10/2012 _ �,1 v _'t `y ZD
FEB 0 2 2012

Type. . . . Unit Hyd. Equations Page 5.01
Name. . . .
File. . . . P:\_PROJECT FILES\CCCCPOND\PS POST.PPW
SCS UNIT HYDROGRAPH METHOD
(Computational Notes)
DEFINITION OF TERMS: ------------------------------------------------
At == Total area (acres) : At = Ai+Ap
Ai == Impervious area (acres)
Ap = Pervious area (acres)
CNi = Runoff curve number for impervious area
CNp = Runoff curve number for pervious area
£Loss = f loss constant infiltration (depth/time)
gKs = Saturated Hydraulic Conductivity (depth/time)
Md = Volumetric Moisture Deficit
Psi = Capillary Suction (length)
hK = Horton Infiltration Decay Rate (time'-1)
fo = Initial Infiltration Rate (depth/time)
fc = Ultimate(capacity)Infiltration Rate (depth/time)
is = Initial Abstraction (length)
dt = Computational increment (duration of unit excess rainfall)
Default dt is smallest value of 0.1333Tc, rtm, and th
(Smallest dt is then adjusted to match up with Tp)
UDdt = User specified override computational main time increment
(only used if UDdt is => .1333TC)
D(t) = Point on distribution curve (fraction of P) for time step t
K = 2 / (1 ♦ (Tr/Tp)) : default K = 0.75: (for Tr/Tp = 1.67)
Ks = Hydrograph shape factor
= Unit Conversions = K:
= ( (lhr/3600sec) • (lft/12in) - ( (5280ft)••2/sq.mi)) • K
Default Ks = 645.333 ` 0.75 = 484
Lag = Lag time from center of excess runoff (dt) to Tp: Lag = 0.6Tc
P = Total precipitation depth, inches
Pa(t) = Accumulated rainfall at time step t
Pi(t) = Incremental rainfall at time step t
qp = Peak discharge (cfs) for tin, runoff, for ihr, for 1 sq.mi.
= (Ks - A • Q) / Tp (where Q = lin. runoff, A=sq.mi.)
Qu(t) = Unit hydrograph ordinate (cfs) at time step t
Q(t) = Final hydrograph ordinate (cfs) at time step t
Rai(t)= Accumulated runoff (inches) at time step t for impervious area
Rap(t)= Accumulated runoff (inches) at time step t for pervious area
Rii(t)= Incremental runoff (inches) at time step t for impervious area
Rip(t)= Incremental runoff (inches) at time step t for pervious area
R(t) = Incremental weighted total runoff (inches)
Rtm = Time increment for rainfall table
Si = S for impervious area: Si = (1000/CNi) - 10
Sp = S for pervious area: Sp = (1000/CNp) - 10
t = Time Step (row) number
Tc = Time of concentration
Tb = Time (hrs) of entire unit hydrograph: Tb = Tp ♦ Tr
Tp = Time (hrs) to peak of a unit hydrograph: Tp = (dt/2) t Lag
Tr = Time (hrs) of receding limb of unit hydrograph: Tr = ratio of Tp
SIN: 121EU1C0709D Bartlett Engineering and Surveying, PC
PondPack Ver. 9.0041 Time: 11:07 AM Date: 1/10/2012 F EB 0 2 2012
BX:�_

Type. . . . Unit Hyd. Equations Page 5.02
Name. . . .
File. . . . P:\_PROJECT FILES\CCCCPOND\PS POST.PPW
SCS UNIT HYDROGRAPH METHOD
(Computational Notes)
PRECIPITATION: ----------------------- _------_
Column (1) : Time for time step t
Column (2) : D(t) = Point on distribution curve for time step t
Column (3) : Pi(t) = Pa(t) - Pa(t-1) : Col. (4) - Preceding Col. (4)
Column (4) : Pa(t) = D(t) x P: Col. (2) x P
PERVIOUS AREA RUNOFF (using SCS Runoff CN Method) -- --------------
Column (5) : Rap(t) = Accumulated pervious runoff for time step t
If (Pa(t) is <= 0.2Sp) then use: Rap(t) = 0.0
If (Pa(t) is > 0.2Sp) then use:
Rap(t) _ (Col. (4)-0.2SP)`-2 / (Ccl. (4)+0.8Sp)
Column (6) : Rip(t) = Incremental pervious runoff for time step t
Rip(t) = Rap(t) - Rap(t-1)
Rip(t) = Col. (5) for current row - Col. (5) for preceding row.
IMPERVIOUS AREA RUNOFF ------------------ --------_-----------_---
Column (7 & 8) . . . Did not specify to use impervious areas.
INCREMENTAL WEIGHTED RUNOFF: ----------------------- _-_----------
Column (9) : R(t) _ (Ap/At) x Rip(t) + (Ai/At) x Rii(t)
R(t) _ (AP/At) x Col. (6) + (Ai/At) x Col. (8)
SCS UNIT HYDROGRAPH METHOD: ----------------- _------__-_------_--
Column (10) : Q(t) is computed with the SCS unit hydrograph method
using RO and Quo .
SIN: 121EOIC0709D Bartlett Engineering and Surveying, PC
PondPack Ver. 9.0041 Time: 11:07 AM Date: 1/10/2012
FEB U 2 2012
,v-

Type. . . . Unit Hyd. Summary Page 5.03
Name. . . . POST-DEV Tag: Dev 1 Event: 1 yr
File. . . . P:\_PROJECT FILES\CCCCPOND\PS_POST.PPW
Storm. . . TypeII 24hr Tag: Dev 1
SCS UNIT HYDROGRAPH METHOD
STORM EVENT: 1 year Storm
Duration = 24.0000 hrs Rain Depth = 3.6000 in
Rain Dir = P:\_PROJECT FILES\CCCCPOND\
Rain File -ID = - TypeII 24hr
Unit Hyd Type = Default Curvilinear
HYG Dir = P:\_PROJECT FILES\CCCCPOND\
HYG File - ID = work_pad.hyg - POST-DEV Dev 1
Tc = .4975 hrs
Drainage Area = 3.570 acres Runoff CN= 81
Computational Time Increment = 06633 hrs
Computed Peak Time = 12.2056 hrs
Computed Peak Flow = 5.42 cfs
Time Increment for HYG File = .0500 hrs
Peak Time, Interpolated Output = 12.2000 hrs
Peak Flow, Interpolated Output = 5.41 cfs
DRAINAGE AREA
-------------------
1D:POST-DEV
CN = 81
Area = 3.570 acres
S = 2.3457 in
0.2S = .4691 in
Cumulative Runoff
-------------------
1.7899 in
.532 ac-ft
HYG Volume. . . .532 ac-ft (area under HYG curve)
"'•• SCS UNIT HYDROGRAPH PARAMETERS ...•+
Time Concentration, Tc = .49751 hrs (ID: POST-DEV)
Computational Incr, Tm = .06633 hrs = 0.20000 Tp
Unit Hyd. Shape Factor = 483.432 (37.46% under rising limb)
K = 483.43/645.333, K = .7491 (also, K = 2/(1+(Tr/Tp))
Receding/Rising, Tr/Tp = 1.6698 (solved from K = .7491)
Unit peak, qp = 8.13 cfs
Unit peak time Tp = .33167 hrs
Unit receding limb, Tr = 1.32669 hrs
Total unit time, Tb = 1.65837 hrs
SIN: 121EO1C0709D Bartlett Engineering and Surveying, PC /'v}J � T_
PondPack Ver. 9.0041 Time: 11:07 AM Date: 1/10/2012 Y'La`4 CEA l V i/
FEB 0 2 201"2
I3X:

Type. . . . Vol: Elev-Area Page 6.01
Name. . . . POND 10
File. . . . P:\_PROJECT FILES\CCCCPOND\PS POST.PPW
Elevation Planimeter Area Al+A2+sgr(A1•A2) Volume Volume Sum
(ft) (sq.in) (acres) (acres) (ac-ft) (ac-ft)
----------------------------" -----------_---------_----------
38.50 ----- .3739 .0000 .000 .000
39.00 ----- .4543 1.2403 .207 .207
40.00 ----- .5045 1.4375 .479 .686
41.00 ----- .5563 1.5906 .530 1.216
POND VOLUME EQUATIONS
Incremental volume computed by the Conic Method for Reservoir Volumes.
Volume = (1/3) • (EL2-EL1) • (Areal + Area2 + sq.rt. (Areal•Area2))
where: EL1, EL2 Lower and upper elevations of the increment
Areal,Area2 = Areas computed for ELI, EL2, respectively
Volume = Incremental volume between EL1 and EL2
SIN: 121EO1C0709D Bartlett Engineering and Surveying, PC .f'41�7PQ 7
Pond Pack Ver. 9.0041 Time: 11:07 AM Date: 1/10/2012 'liJLi11 !/
FEB 0 2 .2012
73Y:�_

Type. . . . Outlet Input Data Page 7.01
Name. . . . Outlet 2
File. . . . P:\_PROJECT FILES\CCCCPOND\PS POST.PPW
REQUESTED POND WE ELEVATIONS:
Min. Elev.= 38.50 ft
Increment = .25 ft
Max. Elev.= 41.00 ft
OUTLET CONNECTIVITY
ara+aa.ru rrr+aaaarrraaaaa•:rraa++a.a urra«u.
---> Forward Flow Only (UpStream to DnStream)
<--- Reverse Flow Only (DnStream to UpStream)
<---> Forward and Reverse Both Allowed
Structure No. Outfall E1, ft E2, ft
____________ -___ ------- --------- _______-_
Weir-Rectangular WR ---> TW 39.500 41.000
Inlet: Box IB ---> CV 39.250 41.000
Orifice-Circular 01 ---> CV 38.500 41.000
Culvert-Circular CV ---> TW 38.400 41.000
TW SETUP, US Channel
SIN: 121EOIC0709D Bartlett Engineering and Surveying, PC .�' �
PondPa Ck Ver. 9.0041 Time: 11:07 AM Date: 1/10/2012
FEB 0 2 2012

Type. . . . Outlet Input Data Page 7.02
Name. . . . Outlet 2
File. . . . P:\_PRO.IECT PILES\CCCCPOND\PS POST.PPW
OUTLET STRUCTURE INPUT DATA
Structure ID = WR
Structure Type = Weir-Rectangular
_____________
# of Openings = 1
Crest Elev. = 39.50 ft
Weir Length = 16.00 ft
Weir Coeff. = 2.800000
Weir TW effects (Use adjustment equation)
Structure ID = IB
Structure Type = Inlet Box
____________________________________
# of Openings = I
invert Elev. = 39.25 ft
Orifice Area = 3.5000 sq.ft
Orifice Coeff. _ .600
weir Length = 8.00 ft
Weir Coeff. = 2.800
x, Submerged = .000
x, Reverse = 1.000
Kb,Barrel = .000000 (per ft of full flow)
Barrel Length = .00 ft
Mannings n = .0000
Structure ID = 01
Structure Type = Orifice-Circular
____________________________________
# of Openings = 1
Invert Elev. = 38.50 ft
Diameter = .1667 ft
Orifice Coeff. _ .600
SIN: 121EQIC0709D Bartlett Engineering and Surveying, PC ll' E`�.)'�"�y
PondPack Ver. 9.0042 Time: 11:07 AM Date: 1/10/2012
FEB 0 2 2012
BY:_ _

Type. . . . Outlet Input Data Page 7.03
Name. . . . Outlet 2
File. . . . P:\_PRO.7ECT FILES\CCCCPOND\PS POST.PPW
OUTLET STRUCTURE INPUT DATA
Structure ID = CV
Structure Type = Culvert-Circular
------------------------------------
No. Barrels = 1
Barrel Diameter = 1.2500 ft
Upstream Invert = 38.40 ft
Dnstream Invert = 38.40 ft
Horiz. Length = 115.00 ft
Barrel Length = 115.00 ft
Barrel Slope = .00000 ft/ft
OUTLET CONTROL DATA. . .
Mannings n = .0150
Re = .0000 (forward entrance loss)
Kb = .030922 (per ft of full flow)
Kr _ .5000 (reverse entrance loss)
HW Convergence = .001 +/- ft
INLET CONTROL DATA. . .
Equation form = 1
Inlet Control K = .0078
Inlet Control M = 2.0000
Inlet Control c = .03790
Inlet Control Y = .6900
T1 ratio (HW/D) = 1.136
T2 ratio (HW/D) = 1.296
Slope Factor = -.500
Use unsubmerged inlet control Form 1 equ. below T1 elev.
Use submerged inlet control Form 1 equ. above T2 elev.
In transition zone between unsubmerged and submerged inlet control,
interpolate between flows at T1 6 T2. . .
At T1 Elev = 39.82 ft ---> Flow = 4.80 cfs
At T2 Elev = 40.02 ft ---> Plow = 5.49 cfs
Structure ID = TW
Structure Type = TW SETUP, DS Channel
------------------------------------
FREE OUTFALL CONDITIONS SPECIFIED
CONVERGENCE TOLERANCES. . .
Maximum Iterations= 30
Min. TW tolerance = .01 ft
Max. TW tolerance = .01 ft
Min. HW tolerance = .01 ft
Max. HW tolerance = .01 ft
Min. Q tolerance = .10 cfs
Max. Q tolerance = .10 cfs
SIN: 121EOIC0709D Bartlett Engineering and Surveying, PC
POndPack Ver. 9.0041 Time: 11:07 AM Date: 1/10/2012
FEB 0 2 2012
BY:

Type. . . . Individual Outlet Curves Page 7.04
Name. . . . Outlet 2
File. . . . P:\_PROJECT PILES\CCCCPOND\PS POST.PPW
RATING TABLE FOR ONE OUTLET TYPE
Structure ID = WR (Weir-Rectangular)
--------------------------------------
Upstream ID = (Pond water Surface)
DNstream ID = TW (Pond Outfall)
WE Elev,Device Q Tail Water Notes
---------------- --------------- ---- _------__-_--
WE Elev. Q TW Elev Converge
ft cfs ft /-ft Computation Messages
-------- ------- ------- ----- ------" __------__
36.50 .00 Free Outfall WS below an invert; no flow.
38.75 .00 Free Outfall WE below an invert; no flow.
39.00 .00 Free Outfall WS below an invert; no flow.
39.25 .00 Free Outfall WE below an invert; no flow.
39.50 .00 Free Outfall WS below an invert; no flow.
39.75 5.60 Free Outfall H=.25; Htw=.00; Qfree=5.60;
40.00 15.84 Free Outfall H=.50; Htw=.00; Qfree=15.84;
40.25 29.10 Free Outfall H=.75; Htw=.00; Qfree=29.10;
40.50 44.80 Free Outfall H=1.00; Htw=.00; Qfree=44.80;
40.75 62.61 Free Outfall H=1.25; Htw=.00; Qfree=62.61;
41.00 82.30 Free Outfall H=1.50; Htw=.00; Qfree=82.30;
SIN: 121E01C0709D Bartlett Engineering and Surveying, PC '�^
PondPack Ver. 9.0041 Time: 11:07 AM Date: 1/10/2012 - t-" -V ED
FEB 0 2 .2012

Type. . . . Individual Outlet Curves Page 7.05
Name. . . . Outlet 2
File. . . . P:\_PROTECT FILES\CCCCPOND\PS POST.PPW
RATING TABLE FOR ONE OUTLET TYPE
Structure ID = IS (Inlet Box)
----- -------------------------
Upstream ID = (Pond Water Surface)
DNstream ID = CV (Culvert-Circular)
Pond WE. Device (into) Converge Next US HGL Q SUM US Chan. TW
Elev. Q HW HGL US HGL US HGL Error Error TW Error
ft ofs ft ft ft +/-ft +/-cfs ft +/-ft
-------- -------- ------- -------- ------- ------ ------ ------- -------
38.50 .00 . . . . . . . . . . . . . . . Free Outfall
WS below an invert; no flow.
38.75 .00 . . . . . . . . . . . . . . . Free Outfall
WS below an invert; no flow.
39.00 .00 . . . . . . . . . Free Outfall
WS below an invert; no flow.
39.25 .00 . . . . . . . . . . . . . . . Free Outfall
WS below an invert; no flow.
39.50 2.23 39.50 39.50 39.50 .000 .000 Free Outfall
US HGL+Loss > crest: Flow set to Downstream outlet.
39.75 3.05 39.75 39.75 39.75 .000 .000 Free Outfall
US HGL+Loss > crest: Flow set to Downstream outlet.
40.00 3.67 40.00 40.00 40.00 .000 .000 Free Outfall
US HGL+LOss > crest: Flow set to Downstream outlet.
40.25 4.22 40.25 40.25 40.25 .000 .000 Free Outfall
US HGL+Loss > crest: Flow set to Downstream outlet.
40.50 4.73 40.50 40.50 40.50 .000 .000 Free Outfall
US HGL+Loss > crest: Flow set to Downstream Outlet.
40.75 5.19 40.75 40.75 40.75 .000 .000 Free Outfall
US HGL+Loss > crest: Flow set to Downstream outlet.
41.00 5.63 41.00 41.00 41.00 .000 .000 Free Outfall
DS HGL+Loss > crest: Flow set to Downstream outlet.
SIN: 121EOIC0709D Bartlett Engineering and Surveying, PC � '
PondPack Ver. 9.0041 Time: 11:07 AM Date: 1/10/2012
FEB 0 2 2012

Type. . . . Individual Outlet Curves Page 7.06
Name. . . . Outlet 2
File. . . . P:\_PROJECT FILES\CCCCPOND\PS POST.PPW
RATING TABLE FOR ONE OUTLET TYPE
Structure ID = 01 (Orifice-Circular)
--------------------------------------
Upstream ID = (Pond Water Surface)
DNstream ID = CV (Culvert-Circular)
Pond WS. Device (into) Converge Next DS HGL Q SUM US Chan. TW
Elev. Q HW HGL US HGL US HGL Error Error TW Error
ft cfs ft ft ft +/-ft +/-cfs ft +/-ft
-------- -------- ------- -------- ------- ------ ------ ------- -------
38.50 .00 . . . . . . . . . . . . . . . Free Outfall
WS below an invert; no flow.
38.75 .04 38.75 38.59 38.59 .001 .000 Free Outfall
H =.16
39.00 .06 39.00 38.62 39.62 .005 .000 Free Outfall
H =.36
39.25 .08 39.25 38.65 38.64 .005 .000 Free Outfall
H =.60
39.50 .00 39.50 39.50 39.50 .000 .000 Free Outfall
Full riser flow. Q=0 this opening.
39.75 .00 39.75 39.75 39.75 .000 .000 Free Outfall
Full riser flow. Q=0 this opening.
40.00 .00 40.00 40.00 40.00 .000 .000 Free Outfall
Full riser flow. 0=0 this opening.
40.25 .00 40.25 40.25 40.25 .000 .000 Free Outfall
Full riser flow. Q=o this opening.
40.50 .00 40.50 40,50 40.50 .000 .000 Free Outfall
Full riser flow. Q=0 this opening.
40.75 .00 40.75 40.75 40.75 .000 .000 Free Outfall
Full riser flow. Q=0 this opening.
41.00 .00 41.00 41.00 41.00 .000 .000 Free Outfall
Full riser flow. Q=0 this opening.
SIN: 121EDIC0709D Bartlett Engineering and Surveying, PC RECIZI;i N E'sl'. J
PondPa Ck Ver. 9.0041 Time: 11:07 AM Date: 1/10/2012
FEB 0 2 .2012
BY:

Type. . . . Individual Outlet Curves Page 7.07
Name. . . . Outlet 2
File. . . . P:\_PROJECT FILES\CCCCPOND\PS POST.PPW
RATING TABLE FOR ONE OUTLET TYPE
Structure ID = CV (Culvert-Circular)
--------------------------------------
Mannings open channel maximum capacity: .00 cfs
UPstream ID's= IS, 01
DNstream ID = TW (Pond Outfall)
Pond WS. Device (into) Converge Next DS HGL Q SUM DS Chan. TW
Elev. Q HW HGL DS HGL DS HGL Error Error TW Error
ft cfs ft ft ft +/-ft +/-cfs ft +/-ft
-------- -------- ------- -------- ------- ------ ------ ------- -------
38.50 .00 38.40 Free Free .000 .000 Free Outfall
38.75 .04 38.59 Free Free .000 .000 Free Outfall
BACKWATER CONTROL. . Vh= .002ft hwDi= .183ft Lbw= 115.Oft
39.00 .06 30.62 Free Free .000 .000 Free Outfall
BACKWATER CONTROL. . Vh= .003ft hwDi= .216ft Lbw= 115.Oft
39.25 .08 38.64 Free Free .000 .000 Flee Outfall
BACKWATER CONTROL. . Vh= .004ft hwDi= .237ft Lbw= 115.Oft
39.50 2.23 39.50 Free Free .000 .000 Free Outfall
BACKWATER CONTROL. . Vh= .066ft hwDi= 1.035ft Lbw= 115.Oft
39.75 3.05 39.75 Free Free .000 .000 Free Outfall
FULL FLOW. . .Lfull=1.38ft Vh=.096ft HL=.100ft
40.00 3.67 40.00 Free Free .000 .000 Free Outfall
FULL FLOW. . .Lfull=49.19ft Vh=.139ft HL=.351ft
40.25 4.22 40.25 Free Free .000 .000 Free Outfall
FULL FLOW. . .Lfull=73.12ft Vh=.184ft HL=.600ft
40.50 4.73 40.50 Free Free .000 .000 Free Outfall
FULL FLOW. . .Lfull=86.91ft Vh=.231ft HL=.850ft
40.75 5.19 40.75 Free Free .000 .000 FIee Outfall
FULL FLOW. . .Lfu11=95.70ft Vh=.278ft HL=1.100ft
41.00 5.63 41.00 Free Free .000 .000 FIee Outfall
FULL FLOW. . .Lfull=101.14ft Vh=.327ft HL=1.351ft
SIN: 121E01CO709D Bartlett Engineering and Surveying, PC Y\JCiCU,1 Y ED
Pond Pack Ver. 9.0041 Time: 11:07 AM Date: 1/10/2012
FEB © 2 2012
)
I

Type. . . . Composite Rating Curve Page 7.08
Name. . . . Outlet 2
File. . . . P:\—PROJECT FILES\CCCCPOND\P5_POST.PPW '
'•... COMPOSITE OUTFLOW SUMMARY �••'
WS Elev, Total Q Notes
________ Converge
_________________________
Elev. Q TW Elev Error
ft cfs it +/-ft Contributing Structures
_______ ________ _____ __________________________
38.50 .00 Free Outfall (no Q: WR,IB,01,CV)
38.75 .04 Free Outfall 01,CV (no Q: WR,IB)
39.00 .06 Free Outfall 01,CV (no Q: WR,IB)
39.25 .08 Free Outfall 01,Cv (no Q: WR,IB)
39.50 2.23 Free Outfall IB,CV (no Q: WR,01)
39.75 8.65 Free Outfall WR,IB,CV (no Q: 01)
40.00 19.51 Free Outfall WR,IB,Cv (no Q: 01)
40.25 33.32 Free Outfall WR,IB,CV (no Q: 01)
40.50 49.53 Pree Outfall WR,IB,CV (no Q: 01)
40.75 67.80 Free Outfall WR,IB,CV (no Q: 01)
41.00 87.93 Free Outfall WR,IB,CV (no 0: 01)
,A �e�L V 1�'Jlf
SIN: 121E01C0709D Bartlett Engineering and Surveying, PC
PondPack Ver. 9.0041 Time: 11:07 AM Date: 1/10/2012 FEB 0 2 2012
BY:

Appendix A A_1
Index of Starting Page Numbers for ID Names
JACKSONVILLE. . . 2.01
O -----
Outlet :2. . . 7.01, 7.04, 7.08
P -----
POND 10. . . 6.01
POST-DEV. . . 3.01, 4.01, 5.03
_____ N -----
Watershed. . . 1.01
SIN: 121E01CO709D Bartlett Engineering and Surveying, PC r •'!" Lj`w �'
PondPack 'let. 9.0041 Time: 11:07 AM Date: 1/10/2012
FEB 0 2 .2012
,:5Y:

20c( o�
Fa DENR Use
Reviewer:
North Carolina Department of Environment and 2_
�I Natural Resources L ; of
NCDENR Request for Express Permit Review
[ -a �
FILL-IN all the information below and CHECK the Permitis)you are requesting for express review. FAX or Email the completed form to Express
Coordinator along with a completed DETAILED narraffve site plan(PDF rile)and vicinity map(same items expected in the application oackage
of the project location.Please include this form in the application package.
Asheville Region-Alison Davidson 828-2%4698;a11son.dav7dsonfdncmail.net Enter Relates a
• Permhaof rogues
• Fayetteville of Raleigh Region-David Lee 919-791d203;david.leeGdnomaiLnet
• Mooresville&-Patrick Grogan 704-663.3772 or patrick.aropanAncmail.net SW 8920903
• Washington Region-Lyn Hardison 252-946.9215 or Ivn.hardison(ftcmall.net SW
• Wilmington Region-Janet Russell910-350.2004 or lanet.russell(alncmaiLnet SW
SW
NOTE:Project application received slier 12 noon will be stamped in the following work day. Sw
Project Name:COASTAL CAROLINA COMMUNITY COLLEGE-NEW MAINTENANCE BLDG County:ONSLOW
Applicant:JON MEADE Company:BARTLETT ENGINEERING AND SURVEYING PC
Address: 1906 NASH ST City:WILSON State:NC Zip:27693-_
Phone:[phone] Fax:[phone] Email:Lon
@badlenera.mm
Physical Location:JACKSONVILLE,NC
Project Drains into UT TO SANDY RUNS BRANCH waters—Water dassificabon SC NSW(19-10-1 (for classification see-
hao:lm2o enr state ric usibimslreoorls/reuortsWB htmn
Project Located in WHITE OAK River Basin.Is project draining to class ORW waters?N,within%mile and draining to Cass SA waters N or within 1 mile
and draining to class HOW waters?N
Engineer/Consultant:JON MEADE Company:BARTLETT ENGINEERING AND SURVEYING PC RECEIVED
Address: 1906NASHST City:WILSON State:NC Zip:27ss3-_ JAN 2 6 2012
Phone:222-39"704 Fax:252-399-OW Emailjon@b!gefl—w com
SECTION ONE: REQUESTING A SCOPING MEETING ONLY
❑Scalping Meeting ONLY ❑DWO,❑DCM,❑DLR.❑OTHER:
BY:
SECTION TWO: CHECK ONLY THE PROGRAM(S).YOU ARE REQUESTING FOR EXPRESS PERMITTING.
❑401 Unit ❑Stream Origin Determination:_#of stream calls—Please attach TOPO map marking the areas in questions
❑Intermittent/Perennial Determination:_#of stream calls—Please attach TOPO map marking the areas in questions
❑401 Water Quality Certification ❑Isolated Welland(_linear It or_acres)
❑Riparian Buffer Authorization ❑Minor Variance ❑Major General Variance
®State Stormwater ®General ❑SFR, ❑SFR<1 ac. ❑Bkhd&Bt Rmp, ❑ Clear&Grub, ❑Utility ❑Other
❑Low Density ❑Low Density-Curb&Gutter _#Curb Outlet Swales ❑Off-site[SW_ (Provide permit#)J
®High Density-Detention Pond 1#Treatment Systems, ❑High Density-Infiltration _#Treatment Systems
❑High Density-Bio-Retenfion _#Treatment Systems ElHigh Density—SW Wetlands 1#Treatment Systems
❑High Density-Other _#Treatment Systems /®MOD:®Major❑Minor❑Plan_Revision❑Redev.Exclusion SW s920963(Provide perms 0)
❑Coastal Management ❑Excavation&Fill ❑Bridges&Culverts ❑Structures Information
❑Upland Development ❑Manna Development ❑Urban Waterfront
®Land Quality ®Erosion and Sedimentation Control Plan with 9_0 acres to be disturbed.(CK# (for DENR use))
SECTION THREE—PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT'(for'both oino'sco and express meetihn reouestl
Wetlands on Site❑Yes®No Buffer Impacts:®No❑YES: _acre(s)
Wetlands Delineation has been completed:❑Yes®No Isolated wetland on Property❑Yes®No
US ACOE Approval of Delineation completed:❑Yes❑No 404 Application in Process w/US ACOE: ❑Yes ® No Permit
Received from US ACOE❑Yes❑No
•...........i....i.........u..!♦....i!!*Mti}ayYMRiq*FOL DENR use only*!*.�**.*...♦a!!luia*..u*asu*<psss�s!*.s�la!!s!<u giro
Fee Splitfor multlPle units: Cheek# 1 Tota/FseAmount $
SUBMITTAL DATES Fee suB69TrAL 5ATE I Fee
LAMA S Variance( Met 0 Min) s
SW( HD, LD, Gen) S 401: g
Los S Stream Dater,_ S
NCDENR EXPRESS March 2009

January 26,2012
BAWLETT
B�GMMG&OR-MG,K
Wilmington Regional Office
Department of Environment 1906 Nash Strew North Wilson,NC 27893.1726
and Natural Resources Phone:[phone] Fax:[phone]
Attn:Stormwater
127 Cardinal Drive
Wilmington,NC 28405
REFERENCE: SITE NARRATIVE-COASTAL CAROLINA COMMUNITY COLLEGE-
NEW MAINTENANCE BUILDING JACKSONVILLE,NC
To Whom It May Concern:
STORMWATER: We are seeking a permit modification for the Coastal Carolina Community College
stormwater permit# S\V8920903. The current permit consists of a parking lot (Parking Lot#4) that utilizes a
detention pond to treat runoff. Proposed modifications consist of addition of a new maintenance building and
associated drive and parking that will utilize the existing detention pond with modifications as the BMp..
The stormw^ater detention pond is designed to capture runoff from all currently permitted and proposed
impervious surfaces (including future parking lot) generated by 1.5 inches of rainfall (drainage area is
approximately 340,640 SF). Stormwater will be conveyed by sheet Flow and piping to the modified stormwater
detention pond before discharging
EROSION CONTROL The erosion control plan consists of modifying an entrance drive to the site,
associated utility installation,new maintenance building and associated drives,parking,and modification to the
existing detention pond (currently permitted through NCDENR). In addition, a new parking lot is planned
with modifications to an existing storm"ter detention pond (stormwater permitted through the City of
Jacksonville) for a total disturbed acreage of 9.03 acres.
If you have any questions or need additional information,please contact our office. Thank you.
Sincerely,
RECEIVED
JAN 2 6 2a12
jofiathan L.Meade
t �
Environmental Specialist BY:

1 3 8 4 5 8 ) 8 — -•—�'—^��'
A A
,mom AT � S9yp yy ow�_ Iwwra �
R n .r r -aa" k� B q
NEW
MT RE 1.W AG vA•\ - Y
_ NUUNTENANCE
IMPERMMS AREA A m BUILDING
D / (*1 REWIRE A
SEPMAIE EGS PUN�� ,w'� •.Imsu nm..lna
ep. �_ r Qy s� 3• 1 NOT FOR
:� "m'_ r" ,*ys"• �° , \ a ti . �; _ ' CONSTRUCTION
ZT
e r ..n.nia....wr.m.ur...wv ..n.w, — _ _ C • ,� 1.. !`\.\�1\t \\
.w
SILT PENLE cnicuiwriorvs cRAPM scut
olssle.ron PnolamEr enorcnwscr�EouE
MNN SLIEOLLE(10.'EM 81piM—)—+
•� of lwS E%ISTNGPIPEOVREiS-0ISSIPATOR PPD.VVILET PROTELPOHSCMEOIILE y ? T i r 'ram
® ®"TM•'D SKINAER SEOIMN sashouE EROSION ®a
ANDSEDIMENT
f HIM.
.. . r .. . ... ,
F •^ Lr�. �_ ,_ S �'_.'•'r�� C"' CONTROL
— — •• •• ••..m F PLAN 1
--r rEwoRMvolveasmn cucuAno s BARTLETT
EROSION AND SEDIAAIENT
CONTROL PLAN PHASE 1 TTn co
oz.osez C307

1 2 3 5 S ] S i �-
I �..rYL ".4x'T
NEW
'� .4• ``-`\\, \/ k \\ il'- c•.. '.� \ , ?; -''>`�' MAINTENANCE
\ \'- \ ',\�\F"\\;J. ? , -I\I\'. J BUILDING
"-! a •� !_ `'
i� � •, r, �i em..rmam. .w..nn
NOT FOR
CONSTRUCTION
\ I
%tkt= 'IiT fv�3' .s
E
........... °�_ GW. scud MSnNG
,.. _ 'o �•m l Ili \ - .f. CONDRIONS
PLAN F ..,. r awn. ma'mn'm,.rms.m
' .'^"' BARTu r F L
E 1111 CD
Pddw
- vm c.vwr. mo rl
t 2 3 < 5 S 7 S 0203.12 Clol

• \\ \ //\` .INV:39.32 TOTAL LOT AREA:
A/ „% TOTAL DISTURBED AREA:
\ \ r /&
F39.17 \ Ae �� \
rf o'
\jr INV.
C" 39.04/�� a
IX 2'
TRENCH
\ 9RNN All I
AOO \\\ a SILT
\ yY \ JI FENCE
CHECK
DAM < F
�11 1DEWATE ° 0�
,1 1 10 AiION` \ A,
V ATTACH i J
SKIMMER TO \ �i
I I tq OUTLET
f^ STRUCTURE
1 I I / III I ��% /.; ::::'•�::,�:;:;':�:;•::�:: i>:;�>:�::
I I I I T I I I I I I
I I Ill i� F'.• . . : . :. "•.••:•>•::•.' :
.::�:%:; :;::;:%'•.:: �::•':�:�.�%' .:.��:.��::�:�::'•�:
� III I I tr • ::. .. �a. , I��` ii;�GW �.:">: : 9P1{
.: .: ::::....::: ••:•>�>:• :•: •�
I III �'� I \\! o- I 1 't'+�RB �`:� ?f::� :�i:� :��''`'.';'�':"::�t:::':;%:•�'.�:.;.'� :��:
II I� CONSTRUCTIONII
III ' I I i iI�'>::?:.'; :}y :'j(•: ;: ii.
ENTRANCE .: :::l:;. .� :�:.;�t :..:::: . •:. F; ::;•.
� :>;;:�;':> �. •>: I�� j'� is•`;•:;;».. •�, •;:• ��
III f I I ':' `. i::•':`i:>i-,�z�•: •
III 1 :,� ::.; : ::. . :::•>:•:::•>:.;•:
I FES �• --a.'� 4:�?>i�1;y[• ;�K� ::.f7�_<;.<;;:�•;: :} f: [ :>::<:::;f
IIII IIII w�Y��'��^V��+�i3��� ,� :.''� ../ '•.'.a(j[:;:; ::!•:•:•:••f��.::•:4f•:^.:i: O>':;`•'i:•'?�'i:
I IIIII �� 1 :;•'' .,'>:::>�:;;.::;:•:;:
IIII II /i ZmTan S-amx y k i.` :..; i:' FI
IIIII I � :. :*•• ..��::'.•
IIII II �/
MA IAL
II ITEMPORARY \-- MA
AND PROVIDE SILT
Nv. IIIII rl SQ STOCKPILE/ STAGING FENCE OUTLET AT
40.58 lI II WASTE AREA AREA LOWEST POINT
li I I j j I
II IIII
II I
JR CONSTRUCTION SEQUENCE:

a�21 c;,cA ForDENRUseONLY
Reviewer. 1 L it CIA'�� North Carolina Department of Environment and Submit I—7
l.of,s
Natural Resources
NCDENR Request for Express Permit Review Time: I C) o%
Confirm: to-zce
FILL-IN all the information below and CHECK the Permits)you are requesting for express review. FAX or Email the completed form to Express
Coordinator along with a completed DETAILED narrative site plan(PDF file)and vicinity map(same items expected in the application packaoe
of the project location.Please include this form in the application package.
Enter Related SW a(a• 1 ,2(q
• Asheville Region-.Alison Davidson 828.296-4698;alison.davidsonCaDncmail.net permits of request
• Fayetteville or Raleigh Region-David Lee 919-7914203;david.180oncmail.net
• Mooresville&-Patrick Grogan 704-663.3772 or Datrick.arogan(Mncmail.net SW 8920903 Ab
• Washington Region-Lyn Hardison 252-946.9215 or Ivn.hardisonfrDncmait net SW
• Wilmington Region-Janet Russell 910-350-2004 or ianetrussellfpincmail.net SW
NOTE:Project application received after 12 noon will be stamped in the following work day. Sw
Project Name:COASTAL CAROLINA COMMUNITY COLLEGE-DRIVE ADDITION County:ONSLOW Vt 3
Applicant:JON MEADE Company: BARTLETT ENGINEERING AND SURVEYING PC
Address: 1906 NASH ST City:WILSON, State:NC Zip:27893-_
Phone:[phone], Fax:[phone],Email:[e-mail]
Physical Location:JACKSONVILLE,NC
Project Drains into UT TO SANDY RUNS BRANCH waters-Water classification SC NSW(19-10-1 (for classification see-
htto://h2o.enr.state,nC,Lls/bims/reports/reportsWB.htmi
Project Located in WHITE OAK River Basin. Is project draining to class ORW waters?N,within''/I mile and draining to class SA waters N.or within 1 mile
and draining to class HOW waters?N
Engineer/Consultant:JON MEADE Company:BARTLETT ENGINEERING AND SURVEYING PC
Address: 1906 NASH ST City:WILSON,State: NC Zip:27893-_ RECEIVED
Phone:[phone],Fax:[phone],Email:[e-mail]
SECTION ONE: REQUESTING A SCOPING MEETING ONLY OCT 2 1 2011
®Scoping Meeting ONLY ®DWQ, ❑OCM, ❑ DLR, ® OTHER:_ BY.
SECTION TWO: CHECK ONLY THE PROGRAM (S)YOU ARE REQUESTING FOR EXPRESS PERIfifi �—
❑401 Unit ❑Stream Origin Determination:_#of stream calls-Please attach TOPO map marking the areas in questions
❑ Intermittent/Perennial Determination:_#of stream calls-Please attach TOPO map marking the areas in questions
❑401 Water Quality Certification ❑ Isolated Wetland(_linear ft or_acres)
❑ Riparian Buffer Authorizafion ❑ Minor Variance ❑ Major General Variance
®State Stormwater ® General ❑SFR, ❑SFR< 1 ac. ❑Bkhd&Bt Rni ❑ Clear&Grub, ❑ Utility ❑Other
❑Low Density ❑Low Density-Curb&Gutter _#Curb Outlet Swales ❑Off-site[SW_ (Provide permit#)]
®High Density-Detention Pond 1#Treatment Systems ❑High Density-Infiltration _#Treatment Systems
❑High Density-Bio-Retention _#Treatment Systems ❑High Density-SW Wetlands 1#Treatment Systems
❑High Density-Other _#Treatment Systems /® MOD:®Major❑ Minor❑ Plan Revision❑ Redev. Exclusion SW 8920903(Provide permit#)
❑Coastal Management ❑Excavation&Fill ❑ Bridges&Culverts ❑ Structures Information
❑Upland Development ❑ Marina Development ❑ Urban Waterfront
®Land Quality ®Erosion and Sedimentation Control Plan with 3_0 acres to be disturbed.(CK# (for DENR use))
SECTION THREE- PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT(for both scoping and express meeting request)
Wetlands on Site❑Yes®No Buffer Impacts: ® No❑YES: _acre(s)
Wetlands Delineation has been completed: ❑Yes❑ No Isolated wetland on Property El Yes®No
US ACOE Approval of Delineation completed: ❑Yes❑ No 404 Application in Process w/US ACOE: ❑Yes ❑ No Permit
Received from US ALOE❑Yes❑No
+as++s++++r+rsrrssrsssasssasessss++++r+++rrrrrsssrssrsssFOr DENR use Only+++•sssssasassss+++++r+s♦rarsassas+sss++rss+++++rrrr+rssssrs
Fees lit for multiplepermits: Check# Total Fee Amount $
SUBMITTAL DATES Fee SUBMITTAL DATES Fee
CAM A $ Variance(❑Ma);❑Min) $
SW(❑HD,❑LD,❑Gen) $ 401: $
LOS $ Stream Deter,_ $
NCDENR EXPRESS;March 2009

2 J 4 5 6 J 8
A 1 m tl A
a-
urd a
c \
NOT FOR
CONSTRUCTION
\A
�C FTVED
OCT 2 1 2011 E
F
BARI ET
OVERALL PLAN
.�.... �. �, © Fri —
1 12 1 3 l 1 5 6 1 7~ 1 8 my

2 ] 4 5 6 ) 6
RE IVED
3 -
OCT 2 1 2011
Mgt--..,g j I NOT FOR
�1} a CONSTRUCTION
s-
I
BAR1lETT
®'�:T-- 'e crtvwc xus © _—
_ � ., _ oasrwncornrraNs
� mW rye --
1 2 S 4 5 6 )M 8

Far DENRUse ONLY Scope
�� Reviewer: LL._.
,Y- North Carolina Department of Environment and sum` 3
el Natural Resources -
NCDENR' Request for Express Permit Review
Time: �(�: 3�.
Confirm:
WIN all all the informal l on be wand CHECK the Permit(s)you are requesting for express review. FAX or Email the completed form to Express
Coordinator along with' co leted DETAILED narrative site plan PDF file and vicinity ma same items expected in the application package
of the project location. teas include this form in the application package.
- --e.r..va sw
• Asheville Region-Alison Davidson 828-296-4698;alison.davidson(o).ncmaiLnet
• Fayetteville or Raleigh Region-David Lee 919-791-4203;david.lee(a)ncmail.net � oA
• Mooresville&-Patrick Grogan 704-663-3772 or patrick.arocan(ftcmail.net 0 C�t1 v�
• Washington Region-Lyn Hardison 252-946-9215 or Ivn.hardison(�ncmail.net 1
• Wilmington Region-Janet Russell 910-350.2004 or ianet.russell(aD-ncmail.net � v
NOTE:Project application received after 12 noon will be stamped in the following wor.
Project Name:COASTAL CAROLINA COMMUNITY COLLEGE-DRIVE ADDITION County:ONSI 3
Applicant:JON MEADE Company: BARTLETT ENGINEERING AND SURVEYING.PC
Address: 1906 NASH ST City:WILSON, State: NC Zip:27893-_
Phone:[phone],Fax:[phone], Email:[e-mail]
Physical Location:JACKSONVILLE,NC
Project Drains into UT TO SANDY RUNS BRANCH waters-Water classification SC NSW(19-10-1 (for classification see-
hftp://h2o.enr.state.nc.us/bims/reports/reportsWB.htmi)
Project Located in WHITE OAK River Basin. Is project draining to class ORW waters?N,within V2 mile and draining to class SA waters N or within 1 mile
and draining to class HOW waters?N . .- -
Engineer/Consultant:JON MEADE Company: BARTLETT ENGINEERING AND SURVEYING,PC
Address: 1906 NASH ST City:WILSON, State: NC Zip:27893-_
Phone:[phone], Fax:[phone], Email:[e-mail] i
ECTION ONE: REQUESTING A SCOPING MEETING ONLY
q feG•.
Scoping Meeting QNLY ® DWQ, ❑DCM, ❑DLR, ®OTHER:_ - --
SECTION TWO: CHECK ONLY THE PROGRAM (S)YOU ARE REQUESTING FOR EXPRESS PERMITTING
❑401 Unit ❑Stream Origin Determination:_#of stream calls-Please attach TOPO map marking the areas in questions
❑ Intermittent/Perennial Determination:_#of stream calls-Please attach TOPO map marking the areas in questions
❑401 Water Quality Certification ❑ Isolated Wetland(_linear ft or_acres)
❑Riparian Buffer Authorization ❑Minor Variance ❑ Major General Variance
® State Stormwater ® General ❑ SFR, ❑SFR< 1 ac. ❑Bkhd&Bt Rmp, ❑ Clear&Grub, ❑Utility ❑Other
❑Low Density ❑Low Density-Curb&Gutter _#Curb Outlet Swales ❑ Off-site[SW (Provide permit#)]
®High Density-Detention Pond 1#Treatment Systems ❑High Density-Infiltration _#Treatment Systems
❑High Density-Bio-Retention _#Treatment Systems ❑High Density-SW Wetlands 1#Treatment Systems
❑High Density-Other _#Treatment Systems /®MOD:® Major❑Minor❑Plan Revision ❑Redev. Exclusion SW 8920903(Provide permit#)
❑Coastal Management ❑ Excavation&Fill ❑Bridges&Culverts ❑ Structures Information
❑ Upland Development . ❑ Marina Development ❑ Urban Waterfront
®Land Quality ®Erosion and Sedimentation Control Plan with?acres to be disturbed.(CK# (for DENR use))
SECTION THREE-PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT(for both scoping and express meeting request)
Wetlands on Site❑Yes® No Buffer Impacts: ®No❑YES: _acre(s)
Wetlands Delineation has been completed: El Yes[I No Isolated we0and on Property El Yes® No
US ACOE Approval of Delineation completed: ❑Yes❑ No 404 Application in Process w/US ACOE: ❑Yes ❑ No Permit
Received from US ACOE ❑Yes❑ No
*For DENR use only*.**.....rrrrar.s+r**r*rr+r*.***..rrrrr***.rrrr**r.*r.*r*.*•
S lit for multiplepermits: Check# Total Fee Amount $
SUBMITTAL DATES 1 Fee I I SUBMITTAL DATES Fee
CAMA $ 1 Variance(❑Maj;❑Min) $
SW(❑HD,❑LD,❑Gen) $ 401: $
LOS $ Stream Deter— $
NCDENR EXPRESS March 2009

GC- � � � l� T 4 `� 20c-�03
�� sk-r�- � LPL � ccesS
� 0dC�on
Cow Cd � L408 � �
ao CD
•

Instrument Prepared By: City of Jacksonville Attorney's Office
Brief Description for Index:
Parcel Identifier:
Mail After Recording To: City Attorney's Office
PO Box 128
Jacksonville,NC 28541
STATE OF NORTH CAROLINA
COUNTY OF ONSLOW
CITY OF JACKSONVILLE'S STORMWATER OPERATION, MAINTENANCE, EASEMENT
AND ACCESS AGREEMENT FOR STRUCTURAL STORMWATER MANAGEMENT OF
BMPS
THE CITY OF JACKSONVILLE'S STORMWATER OPERATION, MAINTENANCE,
EASEMENT AND ACCESS AGREEMENT FOR STRUCTURAL STORMWATER MANAGEMENT
OF BMPS (the"Agreement") made this 8th day of April 12009
by and between Coastal Carolina Community College
whose address and telephone number are 444 Western Blvd. (910) 455-1221
(hereinafter referred to as "Developer")
with, to and for the benefit of the CITY OF JACKSONVILLE, a municipal corporation of the State of
North Carolina, whose address is PO Box 128, Jacksonville, North Carolina 28541 (hereinafter referred
to as the "City"). Developer, or any subsequent successors and assigns are herein referred to
collectively as the "Owners" and individually as "Owner".
Operation and Maintenance Agreement—Non-Association Page 10 of 49
March 1,2:009

WITNESSETH
WHEREAS, the City, under various state and federal laws, is required to regulate the
maintenance of Structural BMPs (as defined herein) constructed to serve new or re-development within
the City's planning jurisdiction to ensure that, following initial construction, the Structural BMPs are
operated, maintained, and to the extent necessary, repaired in accordance with applicable state and
federal laws; and
WHEREAS, the City may be subject to substantial regulatory and financial penalties from the
State of North Carolina and the federal government if the above-referenced rules and regulations are not
applied to new or re-developments occurring within the planning jurisdiction of the City; and
WHEREAS, the City Council of the City of Jacksonville has determined that, to maintain the
City of Jacksonville's compliance under applicable state and federal regulations, certain obligations are
to be met by Developers and subsequent owners of Structural BMPs; and
WHEREAS, Developer is the owner in fee simple of that certain "Property" situated in Onslow
County, North Carolina and more particularly described on Exhibit A; and
WHEREAS, the Property is located within the planning jurisdiction of the City and subject to
certain stormwater standards set forth in Jacksonville City Ordinance 2009-07 (the "Ordinance"), as may
be amended from time to time; and
WHEREAS, the Developer has submitted construction drawings depicting the Stormwater Area
and Structural BMPs (both herein defined), for the purpose of establishing a stormwater management
system for the Property, and
WHEREAS, these Structural BMPs are required to comply with the Ordinance and that failure to
maintain the Structural BMPs is a violation of the Ordinance potentially subjecting each lot owner of the
Property to significant daily civil penalties and other enforcement actions; and
WHEREAS, the City also requires that the Developer grant or dedicate to the City an access and
maintenance easement over and across the Property and Stormwater Areas for the purpose of inspecting,
maintaining, repairing, reconstructing and replacing the Structural BMPs set forth in the Ordinance and
this Agreement; and
WHEREAS, this Agreement has been procured in accordance with the requirements of N.C.
General Statutes Chapter 143, Article 21, Part 1 and Jacksonville City Ordinance 2009-07.
NOW, THEREFORE, for a valuable consideration, including benefits Developer may derive
there from,the receipt of which is hereby acknowledged, the Owner and City hereby agree as follows:
I. RECITALS. The foregoing recitals shall constitute an integral part of this Agreement,
and this Agreement shall be incorporated herein and made a part thereof.
2. PROPERTY. As required by the City in connection with the development of this
Property, the Developer shall install engineered stormwater control structures and other stormwater
Operation and Maintenance Agreement—Non-Association page 11 of 49
March 1,2009

structural Best Management Practices (BMPs) and associated appurtenances and vegetation
(collectively, the "Structural BMPs") as shown on the construction drawings prepared by Parker &
Associates, Inc. entitled C.C-C.C. addrg Lot H5 Fqm� and dated 04 06 09
—on portion of Property as described in Exhibit B (the"Stormwater Areas"), for purposed
of establishing a stormwater management system for the Property, and that Developer assumes specific
maintenance, replacement, reconstruction and repair, responsibilities set forth in the Ordinance and with
respect to the Structural BMPs; and
3. GRANT OF EASEMENT. Developer hereby dedicate, bargain, sell, grant, and convey
unto the City, its successors and assigns, a perpetual, non-exclusive and irrevocable right and easement
over, under, through, and across the Stormwater Areas and access through the Property to and from the
Stormwater Areas for the purpose of permitting City inspection and, if deemed necessary, as determined
by the City; maintenance, replacement, reconstruction, and repair of the Structural BMPs, as more fully
set forth herein and in the Ordinance (the "Protection Easement"). Said easement shall be clearly
identified and labeled on the approved final plat for Property. Said easements shall be permanent and
shall run with the land.
4. CONSTRUCTION AND MAINTENANCE STORMWATER MANAGEMENT
FACILITIES. The Developer shall be responsible for the construction of the Stormwater BMPs; and
prior to conveying control of the Stormwater Area, their appurtenances and vegetation to another Owner
by deed or easement, the Developer will be responsible for maintenance, repair, reconstruction, and
replacement thereof in the manner specified herein and in strict compliance with the Stormwater
Ordinance 2009-07 which is incorporated herein by reference and made a part thereof (the
"Ordinance"). At all times, the Stormwater BMPs shall perform as designed and shall at all times
comply with all applicable laws, ordinances, regulations, rules and directives of governmental
authorities.
5. OWNERSHIP AND/OR TRANSFER OF PROPERTY AND STORMWATER AREAS.
Developer agrees that it shall not transfer ownership and/or control of the Structural BMPs until
construction has been completed in accordance with the Stormwater Permit, as defined in the Ordinance,
approved Stormwater Areas and Structural BMPs plans, and the City has inspected and approved the
same. In addition, the Developer and any new Owner must request that the Permit for the Structural
BMPs be reissued to any subsequent Owner.
The Developer agrees that it shall not transfer, convey, assign or otherwise relinquish or release
its responsibility for the operation and maintenance of its Structural BMPs until a Permit has been issued
to Developer's successor, or new owner at which time Developer shall be released from any obligations
hereunder arising from events or circumstances occurring after the date the Structural BMPs is
transfen-ed and the Permit is reissued to the new Owner of the Property; and
15. INSPECTION. The Developer, its successors and assigns, shall ensure that the Structural
BMPs are inspected by one of the following professional services: Qualified Registered North Carolina
Professional engineer, surveyor, landscape architect, soil scientist, aquatic biologist, or person certified
by the North Carolina Cooperative Extension Service for Stormwater treatment practice inspection and
maintenance (the "Professional"). The Professional shall submit an annual inspection report, a copy
attached hereto as Exhibit C, which may be amended from time to time, to the City. The inspection
report shall be due annually 30 days from the date of the final structural stormwater BMP construction
Operation and Maintenance Agreement—Non-Association Page 12 of 49
March 1,2009

inspection approval by the City. The inspection shall cover the entire Stormwater Area as well as any
Structural BMPs.
7. USE OF PROTECTION EASEMENT. The City, its officers, employees, contractors and
agents may access the Property and enter the Stormwater Areas for purposes of exercising City's rights
hereunder. This Agreement shall in no way obligate the City to maintain, replace, reconstruct and repair
the Structural BMPs, and the City shall not be liable to any person, firm, partnership, company,
corporation, governmental agency, or entity for the condition or operation of the Structural BMPs.
Further, this Agreement shall in no way diminish, limit, or restrict the right of the City to enforce any of
its ordinances as permitted by law.
8. DEFAULT. If the Developer, or subsequent Owners shall fail to comply with the
foregoing requirements or any other obligations imposed herein, in the Ordinance as the same may be
amended from time to time, the City, in its sole discretion, may perform such work and recover the costs
thereof from the person who is then responsible for the performance of such requirements and
obligations provided, however, that, except in cases of emergencies, the City will give the Owner
written notification of deadline for correcting the violation and an opportunity to cure the Owner's
default hereunder. If the City exercises its right hereunder and maintains, repairs, reconstructs or
replaces all or a portion of the Structural BMPs, then following acceptance and payment of the work, the
City shall deliver to the Owner written notice of the costs of such work, and the Owner shall pay all such
costs within forty-five (45) days after receipt of such notice. Any costs not paid by the Owner to the
City within the forty-five (45) day period shall be delinquent, and the Owner shall be considered in
default of this Agreement. In the event of such default, the City may either bring an action at law
against the Owner for the cost of the work, plus interest at the rate of eight percent (8%) per annum,
collection costs, and reasonable attorney fees, or foreclose a lien against the Property, or both.
Any payment required by this Agreement which is not paid to the City within thirty (30) days
after its due date shall be delinquent. In the event of such default, the City may bring an action against
the Owner for nonpayment plus interest at a rate of eight percent (8%) per year, collection costs, a late
payment charge of three hundred dollars ($300) during the first forty five (45) days of default and five
hundred dollars ($500) thereafter and reasonable attorneys' fees.
The remedies set forth herein are cumulative; the City may, for example, bring an action for
collection and foreclose its lien claim.
9. RESERVATION BY RECORD OWNER. The Developer and its successors and assigns
shall in all other respects remain the owner of the Property, subject to the Protection Easement, and may
make al I lawful uses of the Property not inconsistent therewith.
10. NO WAIVER OF RIGHT. The City does not waive or forfeit the right to take action to
ensure compliance with the terms, conditions and purposes of this Agreement by a prior failure to act.
11. NOTICE. Written notice as required hereunder shall be provided to the City Manager of
the City of Jacksonville at PO Box 128, Jacksonville, NC 28541, and to the Owner at Coastal Carolina
Cortunur ty Collecte at 444 Western Blvd. , Jacksonville NC 28546
Written notice shall be deemed received four (4) days following its deposit, first class mail, with the
United States postal system. In the event notice to the Owner is returned, the City may notify the Owner
at the mailing address provided by the Onslow County Tax Assessor.
Operation and Maintenance Agreement—Non-Association Page 13 of 49
March 1,2009

12. SUCCESSORS AND ASSIGNS. The designation of Developer and Owner shall include
the heirs, assigns, and successors to the Developer and Owner. The designation of City shall include the
assigns and successors to the City.
13. TERM. This Agreement shall continue as a servitude running in perpetuity with the
Property.
14. CONTROLLING LAW. This Agreement is to be governed by the laws of the State of
North Carolina. Any and all applicable laws, rules, and regulations, ordinances, codes, and orders of any
and all governmental bodies, agencies, authorities, and courts will be construed pursuant to the laws of
the State of North Carolina. All claims and disputes arising from any contract shall be construed
pursuant to the laws of the State of North Carolina. The State of North Carolina is the proper jurisdiction
for all claims and disputes arising under any contract and the proper venue is the Onslow County
Superior Court.
15. INDEMNIFICATION. Developer and successors and assigns agree to protect, defend,
indemnify and hold the City, its officers, employees and agents free and harmless from and against any
losses, penalties, damages, settlements, costs, charges, professional fees or other expenses or liabilities in
connection with or arising out of this Agreement and/or the performance hereof that are due to the
negligent:acts of the Developer, its officers, employees, or agents.
TO HAVE AND TO HOLD the aforesaid rights, privileges and easements herein to the City, its
successors and assigns forever, and Developer does covenant that Developer are seized of said premises
in fee or by easement and have the right to convey the same, the Developer will warrant and defend such
title to the same against claims of all persons whosoever.
IN WITNESS WHEREOF, the Developer and City have executed this Agreement and under seal
as of the day and year first above written.
P.EVEWPER-
By: Coastal Carolina Ommxity (SE L)
Name: David Heatherly
Its: Executive Vice President (Title)
Operation and Maintenance Agreement—Non-Association Page 14 of 49
March 1,2009

STATE OF NORTH CAROLINA DEVELOPER
COUNTY OF ACKNOWLEDGEMENT
I, the undersigned Notary Public, certify aV t 1Aecc� er�V
personally came before me this day and acknowledged he/she is the (title) F><2Lu k 1 V�
c�P0- - of Ccxxs5}--A Cvr-c+trr.' C-Uru-,.u� -y C�1\WCAJ2-
(name of entity) a (circle one) corporation, limited liability company, general partnership and the he/she
as such officer being authorized to do so executed the foregoing instrument on behalf of said entity.
WITNESS my hand and official stamp seal this the � h day of f t 20 09
y �Cowr
rSE � otary Pu 'c
My Commission Expires:
r
Operation and Maintenance Agreement—Non-Association Page 15 of 49
March 1,2009

CITY OF JACKSONVILLE:
By: (SEAL)
Name: Kristoff T. Bauer
Its: City Manager (Title)
ATTEST:
City Clerk
STATE OF NORTH CAROLINA CITY MANAGER
COUNTY OF ONSLOW ACKNOWLEDGEMENT
This is to certify that on the day of 20 before me
personally came , with whom I am personally
acquainted, who, being by me duly sworn, says that she is the City Clerk and Kristoff T. Bauer is the
City Manager of the City of Jacksonville, the municipal corporation described in and which executed the
foregoing; that she knows the corporate seal of said municipal corporation; that the seal affixed to the
foregoing instrument is said corporate seal, and the name of the municipal corporation was subscribed
thereto by the said City Clerk and that the said corporate seal was affixed, all by order of the governing
body of said municipal corporation, and that the said instrument is the act and deed of said municipal
corporation.
WITNESS my hand and official stamp seal this the day of 20
(SEAL) Notary Public
My Commission Expires:
APPROVED AS TO FORM:
City Attorney Date
Operation and Maintenance Agreement—Non-Association Page 16 of 49
March 1,2009

f-
PG�c30NVILLEAVC FOR OFFICE USE ONLY
V Date Received:
n Q
1 Review Fee:5
� `o-
'r4p 0' Permit No:
te',It•ONE�ippCX4.
City of Jacksonville Date Issued:
Application for Stormwater Permit
Proiect Information
Project Name: C.C.C.C. Parking Lot #5 Expansion
Project Location: Highway/Street: Off Western Blvd. on Coastal Carolina Road
Latitude:_34 .7733 Longitude:_7 7 • 381 5
Property Owner: David Heatherly, Executive virp President-
Property Owner Address: 444 Western Blvd.
Property Owner Telephone: ( 91 0 ) 4 5 5-1 2 21 _
Deed Boolc 390 Page No. 627
_
PINS 438711 5611 71 Lot Acreage 70. 56 _
Purpose of Development: ResideE)l Comocial Xpther
Existing Impervious Coverage(acres) N/A Proposed Impervious Coverage(acres) 0 . 60
© High Density ❑ Low Density
Applicant Information(OwnerlDeveloper)
BusinessName(s): Coastal Carolina Community Colleges___
ApplicantName(s): David Heatherly, Executive Vice President
Address: 444 Western Blvd.
Jacksonville, NC 7jp 28540
Telephone: ( 91 0 ) 455-1 221 Fax: [phone]
Email Address: [e-mail]
Designer lnformadon(Person to contact regarding questions or revisions to the plan)
Company: Parker & Associates, Inc.
Cordacthlame: Jason A. Houston, PE
Address: 306 New Bridge Street
Jacksonville, NC Zip 28540
Telephone: (91 0 ) 455-241 4 Fax: ( 91 0 ) 455-3441
Email Address: [e-mail]@bizec,rr.com
ATTACH PERMIT TO THIS APPLICATION
Stormwater Application Page 30 of 49
March 1,2009
1�

_ v
DESIGNER'S CERTIFICATION
"I hereby certify that, to the best of my ability,this plan has been prepared in accordance with
the latest City of Jacksonville Manual of ecification and a rd Details and City Code."
CARI��i��
Signature: yy9 i
4 SEAL r
Printed Name/ndTitle: Jason A. Houston, PE = 34978
Date: 04/08/09 Registration Number: PE34978 0kgiiHW��\\`\
OWNER'S/DEVELOPER'S CERTIFICATION
"I/We hereby certify that all site construction, drainage and grading will be done pursuant to
this plan and that the applicable Stormwater Management conditions and requirements of the
City of Jacksonville, the State of North Carolina and the Federal Government and its agencies
are hereby made part of this plan."
Signature:Printed Name: David L. Heatherly
Title: Executive VP Date: o4/o8/09

DESIGNER'S CERTIFICATION
"I hereby certify that,to the best of my ability, this plan has be n prepared in accordance with
the latest City of Jacksonville Manua Specifications- d andard Details and rr C1(1Qdd@jj�
ZH CARA�/i��
Signature:
11 4x SEAL 9r;
Printed Na yr = 34978
Date: ` 18109 Registration Number: PE 3`!978 � S '• . t �
g N,A 11110
HO\)S ssss
OWNER'S/DEVELOPER'S CERTIFICATION
"I/We hereby certify that all site construction, drainage and grading will be done pursuant to
this plan and that the applicable Stormwater Management conditions and requirements of the
City of Jacksonville, the State of North Carolina and the Federal Government and its agencies
are hereby made part of this plan."
Signature:
Printed Name: Jti"� ,c�
Title: V—�Pe,,c7 je__ �� Date:` 0 `1 r

r.
Submittal Worksheet for Dry Detention, Wet Retention, Extended Detention
Wetland Basins, and other BMP Facilities:
The City of Jacksonville will follow the City Code and the North Carolina Department of
Environment and Natural Resources, Division of Water Quality Stormwater Site Planning
Guidance Manual and the Stormwater Best management Practices Handbook with regard to
Dry Detention, Wet Retention Basin, Extended Detention Wetland Basins and other BMP's
within the City's jurisdiction. Please provide complete documentation and details where
applicable. A complete stormwater management plan submittal includes a worksheet for each
basin, design calculations, plan and specifications showing all basin and outlet structure
details, and a fully executed operation and maintenance agreement. An incomplete submittal
package will result in a request for additional information and will substantially delay final
review and approval of the project. Indicate "Not Applicable" where appropriate if design is a
dry detention basin.
I. Project Information (please complete the following information):
Project Name:_ C.C.c.c. Parking Lot N5 Expansion
For projects with multiple basins, specify which basin this worksheet applies to:
Basin Bottom Elevation ft. (average elevation of the floor of the
32.5 basin)
Permanent Pool Elevation 39.5 ft. (elevation of the orifice invert out)
Temporary Pool Elevation 40.0 ft. (elevation of the outlet structure invert in)
Permanent Pool Surface (water surface area at permanent pool
Area 6,075 sq. ft. elevation)
Drainage Area 1 .03 ac. (on-site and off-site drainage to the basin)
Impervious Area 0.61 ac. (on-site and off-site drainage to the basin)
Permanent Pool Volume cu. ft. (combined volume of main basin and
19,322 forebay)
Temporary Pool Volume cu. ft. (volume
oli me detained on top of the permanent
3,513
Forebay Volume cu. ft. (volume detained on top of the forebay
a;R44 pool)
SA/DA used 7_0% (surface area to drainage area ratio)
Diameter of Orifice and 1 .o in./ (draw down orifice diameter and number
Number of)
Submittal W orksheel
March 1,2009 Page 39 of 49

Applicant's WeOetention Ponds
Initials . (items to be added to Dry Detention pond requirements:to yield a Wet
SA/DA is based on minimum $9% TSS removal (based on Coastal Counties
Tables). To%
The temporary pool, located above the permanent pool, sized to detain the
41Xrunoff volume from the 15`4as1\of runoff ("first flush"). The 15t+nch draws down
r in a minimum of 2 to 5 days. 1• " 1•5-° _
Minimum permanent water quality pool depth is 3 to 6 feet with minimum of 3
feet.
The forebay volume is approximately equal to a minimum of 20% of the total
basin volume
Sediment storage is provided in the permanent pool
The storage for flood control located above both the permanent and temporary
(15t in� of runoff) water quality pools.
A merged and vegetated 10' wide perimeter shelf provided (below the
normal pool elevation) at a slope not exceeding 79:1. Inward from edge of
shelf, basin side slopes are no steeper than 3:1. 1O
An emergency basin drain with gate valve is provided to drain the basin
sufficient to drain the pond in 24 hours for riser repairs and sediment removal.
,U/,4 A minimum 30-foot vegetated filter is provided at the outlet
A specific sediment clean-out benchmark is listed (elevation or depth) in the
O&M plan

PARKER & ASSOCIATES INC.
9 5,aping
Consulting Engineers - Land Surveyors - Land Planners S
306 New Bridge Street + P.O. Box 976
Jacksonville, NC 28541-0976 ..:':,:": >':;:'::,':<::':::
[phone] . Fax: [phone]
COASTAL CAROLINA COMMUNITY COLLEGE
PARKING LOT #5 EXPANSION
JACKSONVILLE, NORTH CAROLINA
'A ICIAI/l��i
STORMWATER WET DETENTION POND NESS/���y�'.
G '7
ENGINEERING CALCULATIONS = :4� SEALr;
34078
APRIL 2009Cl
0�.
11
y/o8/oy
1. AREA
Total Drainage Area 45,000 SF
Impervious Area:
Parking Lot 26,362 SF
Percent Impervious = Impervious = 26,362 = 58.6 %
Total 45,000
2. PERMANENT POND SURFACE AREA
From Table 10-4 from NCDENR Stormwater BMP Manual for 60 % impervious,
3.0 average basin depth without Vegetative Filter (90% TSS Removal) Yields
SA/DA = 7.00%
45,000 SF x 7.00 % = 3,150 SF surface area required
Permanent pool elevation is 39.5
Area at 39.5 elevation = 6,075 SF provided OK
EMAIL ADDRESS: TEXT MESSAGES TO: paite:tAbizee.rr.com MAPS AND PLANS TO: paid raft(a)bizec rr.com
♦ ENVIRONMENTAL ENGINEERING i STORMWATER,WATER AND WASTEWATER SYSTEMS
4 FEASIBILITY AND DEVELOPMENT CONSULTING ♦ GLOBAL POSITIONING SURVEYS ♦SUBDIVISION AND CONSTRUCTION PLANS

ENG-2
3. REQUIRED TEMPORARY WATER QUALITY STORAGE VOLUME
Retain 1.5" of runoff from area draining to pond
Use Schueler "Simple Method" from Stormwater Best Management Practices
Manual
RV = 0.05 + 0.009 (1)
RV = Runoff coefficient (inch per inch)
I = Percent Impervious
RV = 0.05 + 0.009 (58.6) = 0.577 inch / inch
Find Temporary Water Quality Volume
V = (Design Rainfall) (RV) (Drainage Area)
_ (1.5 inch) (0.577 inch / inch) (1 ft.) (45,000 SF)
(12 in.)
= 3,246 CF Required
4. DESIGN TEMPORARY WATER QUALITY STORAGE VOLUME
Use 0.5 Ft. Temporary Pool Depth
Area at 39.5 elevation (permanent pond) = 6,075 SF
Area at 40.0 elevation (vegetated shelf) = 7,975 SF
Average Area = 7,025 SF
Storage Vol.= 7,025 SF x 0.5 Height = 3,513 CF provided
3,513 CF provided > 3,246 CF required OK

ENG-3
5. RELIEVE TEMPORARY WATER QUALITY VOLUME IN 2 TO 5 DAYS
Q = Cd A 2gh (orifice equation)
Q = 3,246 CF - 2 days = 0.0188 CFS
Q = 3,246 CF _ 5 days = 0.0075 US
Cd = 0.60
g = 32.2 fUsec
h = 0.25 average height
For 2 Day Release
Solve For A = Q = 0.0188 = 0.0078 SF
Cd 2gh (0.6) 2(32.2)(0.25)
Solve for Orifice Diameter, D
A = 0.0078SF = rrR2
R = 0.0498 ft. = 0.598 inch
D = 1.2 inch
For 5 Day Release
Solve For A = Q = 0.0075 = 0.0031 SF
Cd 2gh (0.6) 2(32.2)(0.25)
Solve for Orifice Diameter, D
A = 0.0031 SF = rr R2
R = 0.0315 ft. = 0.38 inch
D = .76 inch
Use 1.0 inch diameter orifice

} ENG-4
6. FOREBAY VOLUME
Main Bay Area at Elevation 39.5 = 4,500 SF
Bottom of Vegetative Shelf Elevation 39.0 = 3,255 SF
Average Area = 3,878 SF
Volume = 3,878 SF X 0.5 Ft. = 1,939 CF
Main Bay Area at Elevation 39.0 = 3,255 SF
Main Bay Area at Elevation
Bottom of Pond 32.5 = 603 SF
Average Area = 1,929SF
Volume = 1,929 SF X 6.5 Ft. = 12,539 CF
TOTAL MAIN BAY VOLUME 14,478 CF
Forebay Area at Elevation 39.5 = 1,350 SF
Forebay Area at Elevation 32.5 = 34 SF
Average Area = 692 SF
Volume = 692 SF X 7 Ft. = 4,844 CF
Forebay Volume shall contain at a minimum 20% of the total permanent
pool volume.
Permanent Pool Volume= Mainbay & Forebay = 14,478 CF + 4,844 CF
= 19,322 CF
Forebay Volume = 4,844 CF
FOREBAY VOLUME / PERMANENT POOL VOLUME
= 4,844 CF / 19,322 CF = 25.1 % O.K.

} ` ENG-5
7. AVERAGE DEPTH
Total Pond Volume = 19,322 CF
Permanent Pool Surface Area = 6,075 SF
Average Depth = 19,322 CF = 3.18 Ft. O.K.
6,075 SF
8. POND ROUTING
Pre-development discharge, Post Development Q (CFS) and Post Development
discharge. See attached HydroCAD Pond Routing Diagram and Calculations.
c 1.JAH.CCCC_Park i ng Lot5Expa nsion.Ca I cs.4.6.09

'-•�4yr,57'.•
_t t.
15 2P
Parking Area (post) Wet Pond
Parking Area (pre)
Subs\\ a
Reach on Llnk Dinage Diagram for CCCC Parking Lot#5 Expansion
/ Prepared by Parker 8 Associates, Inc, Printed 4/1/2009
FHydr.0 D®8.50 s/n 005202 ©2007 HydroCAD Software Solutions LLC

CCCC Parking Lot#5 Expansion Type 11 24-hr 1 Year 24-HR Rainfall=3.53"
Prepared by Parker & Associates, Inc Printed 4/1/2009
HydroCAD®8.50 s/n 005202 @ 2007 HydroCAD Software Solutions LLC Page 2
Summary for Subcatchment IIS: Parking Area (post)
Runoff 2.89 cfs @ 11.96 hrs, Volume= 0.120 af, Depth> 1.39"
Runoff by SCS TR-20 method, UH=SCS, Time Span= 4.00-19.99 hrs, dt= 0.03 hrs
Type II 24-hr 1 Year 24-HR Rainfall=3.53"
Area (sf) CN Description
26,362 95
18,638 55
45,000 78 Weighted Average
45,000 Pervious Area
Tc Length Slope Velocity Capacity Description
min (feet) (ft/ft) (f/sec) (cfs)
5.0 Direct Entry,
Subcatchment 1S: Parking Area (post)
Hydrograph
e Runoff
3 p45� -Q pe II 24-hr 1 Year 24-HR
Rainfall=3.53"
Ti : Runoff Area=45,000 sf
2 Runoff Volume=0.120 of
Runoff Depth>1.39"
Tc=5.0 min
CN=78
jw"
4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19
Time (hours)

CCCC Parking Lot#5 Expansion Type 1124-hr 1 Year 24-HR Rainfall=3.53"
Prepared by Parker & Associates, Inc Printed 4/1/2009
HydroCAD@ 8.50 s/n 005202 @ 2007 HydroCAD Software Solutions LLC Page 3
Summary for Subcatchment 3S: Parking Area (pre)
Runoff = 0.44 cfs @ 11.99 hrs, Volume= 0.026 af, Depth> 0.30"
Runoff by SCS TR-20 method, UH=SCS, Time Span= 4.00-19.99 hrs, dt= 0.03 hrs
Type II 24-hr 1 Year 24-HR Rainfall=3.53"
Area (sf) CN Description
26,362 55
18,638 55
45,000 55 Weighted Average
45,000 Pervious Area
Tc Length Slope Velocity Capacity Description
min (feet) (ft/ft) (ft/sec) (cfs)
5.0 Direct Entry,
Subcatchment 3S: Parking Area (pre)
Hydrograph
0.48 ❑RunoH
042 Chn� a�� 0L15 Type II 24-hr 1 Year 24-HR
04 0.38 Rainfall=3.53"
�
0.3
0.34 Runoff Area=45 000 sf
-
0.32 ) Runoff Volume=0.026 of
0.3-
0.28 Runoff Depth>0.30"
0.26
3 0.24 Tc=5.0 min
u 0.22
0.2 CN=55
0.18
o.16
0.14"
o.12-
0.1
0.08
0.06
0.04
0.02 /
4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19
Time (hours)

CCCC Parking Lot#5 Expansion Type // 24-hr 1 Year 24-HR Rainfall=3.53"
Prepared by Parker & Associates, Inc Printed 4/1/2009
HydroCADO 8.50 s/n 005202 ©2007 HydroCAD Software Solutions LLC Page 4
Summary for Pond 2P: Wet Pond
Inflow Area = 1.033 ac, 0.00% Impervious, Inflow Depth > 1.39" for 1 Year 24-HR event
Inflow = 2.89 cfs @ 11.96 hrs, Volume= 0.120 of
Outflow = 0.09 cfs @ 14.22 hrs, Volume= 0.037 af, Atten= 97%, Lag= 135.4 min
Primary = 0.09 cfs @ 14.22 hrs, Volume= 0.037 of
Routing by Dyn-Stor-Ind method, Time Span= 4.00-19.99 hrs, dt= 0.03 hrs
Peak Elev= 40.02' @ 14.22 hrs Surf.Area= 8,000 sf Storage= 3,673 cf
Plug-Flow detention time= 257.6 min calculated for 0.037 of (31% of inflow)
Center-of-Mass det. time= 168.2 min ( 962.9 - 794.7 )
Volume Invert Avail.Storage Storage Description
#1 39.50' 21,971 cf Custom Stage Data (Prismatic)Listed below(Recalc)
Elevation Surf.Area Inc.Store Cum.Store
(feet) (sq-ft) (cubic-feet) (cubic-feet)
39.50 6,075 0 0
40.00 7,975 3,513 3,513
41.00 9,211 8,593 12,106
42.00 10,519 9,865 21,971
Device Routing Invert Outlet Devices
#1 Primary 39.50' 15.0" x 115.0' long Culvert Ke= 0.600 A- CLOlc+- Wuvk
Outlet Invert= 39.50' S= 0.0000 '/' Cc= 0.900 n= 0.013
#2 Device 1 39.50' 1.0" Vert. Orifice/Grate C= 0.600 4-- 1" Or;-AuL
#3 Device 1 40.00' 2.00' x 2.00' Horiz. Orifice/Grate Limited to weir flow C= 0.600 &-41°fir
#4 Primary 40.50' 10.0' long x 5.0' breadth Broad-Crested Rectangular Weir
Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00
2.50 3.00 3.50 4.00 4.50 5.00 5.50 ��°`
Coef. (English) 2.34 2.50 2.70 2.68 2.68 2.66 2.65 2.65 2.65
2.65 2.67 2.66 2.68 2.70 2.74 2.79 2.88
Primary OutFlow Max=0.09 cfs @ 14.22 hrs HW=40.02' (Free Discharge)
Culvert (Passes 0.09 cfs of 0.39 cfs potential flow)
2=Orifice/Grate (Orifice Controls 0.02 cfs @ 3.33 fps)
3=Orifice/Grate (Weir Controls 0.07 cfs @ 0.46 fps)
=Broad-Crested Rectangular Weir ( Controls 0.00 cfs)

1 1
CCCC Parking Lot#5 Expansion Type 1124-hr 1 Year 24-HR Rainfall=3.53"
Prepared by Parker & Associates, Inc Printed 4/1/2009
HydroCADO 8.50 s/n 005202 ©2007 HydroCAD Software Solutions LLC Page 5
Pond 2P: Wet Pond
Hydrograph
G Inflow
z.es cls G Primary
3_ Inflow Area=1 .033 ac
Peak Elev=40.02'
i Storage=3,673 cf
2 :
u
o x ,
LL
1'
Y�
4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19
Time (hours)
01 C F5
4 (c« d lR Pre -ca o� o yy FS
Poi Q � Lvj Pry-Q 0�

�iLrited �.erseRaa27� asza�.�ddoaia�d�eYytG
CONSULTING ENGINEERS ARD LAND SURVEYORS
LETTER OF TRANSMITTAL P. 0. DRAWER 976
JACKSONVILLE, NORTH CAROLINA 28541 0976
919.455-2414
TO: Date: -November 2, 1992
-------------------------------
Attn: _Ms_._J inda_L�e�tj_s--------------
Ms. -Linda Lewis ___________ Ref: __L9astal_4ar91ina_____________
sion Of Environmentar Management
127 Cardi_naf Drive Extension ------LLDrUm11nl.ty__CojdP.ge_______-____
--- Wi fmi ngton,- Nortfi Cai offna -287+Z-51 384+3--------- ------P�ag-Lot_.#4t---------------
JESA Job No. ________________
GENTLEMEN:
WE ARE SENDING YOU ® ATTACHED ❑ UNDER SEPARATE COVER
❑ PRINTS ❑ PLANS ❑ SPECIFICATIONS
❑ COPY OF LETTER ❑ OTHER
DESCRIPTION:
----Notarized-Operation and Maintenance Plan for the above referenced project.
---------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------
THESE ARE TRANSMITTED AS CHECKED BELOW:
❑ FOR APPROVAL El AS REQUESTED
❑ FOR REVIEW AND COMMENT M FOR YOUR USE
❑ FOR BIDS DUE -------------------------------------------------------------------- 19------
❑ PRINTS RETURNED AFTER LOAN TO US
❑ OTHER -----------------------------
REMARKS
u UuuuU U � ---RECEIVED----------
------ �
----
k ------------
�0Y 1442------------
-1 - ---- ---------=------
--------- ------ - --- ng � ia1 --------
NOV-0 d 1992---- ---------------------------w11mItD Regional-0-11-1-:-1
------------------- - ---- --------------------------------nFm =-------
DEM
-----------------
� - _ ------------
Gordon Adams , P.E.
CF (P)
COPIES TO: ------------------------------------
(if enclosures are not as noted, kindly notify us at once)
GRM/mew

OPERATION AND MAINTENANCE
SECTION III
To assure that the stormwater pond operates as it was designed,
proper maintenance of the stormwater pond and all appurtenances are
necessary. Coastal Carolina Community College, as OWNER, will be
responsible for proper maintenance of the pond. The following list
is a guideline to help the OWNER properly maintain this system.
1. To assure that the pond will not fill with sediment during the
construction period of Parking Lot #4, it is imperative that
the erosion and sediment control measures designed be
installed and maintained properly to prohibit any sediment
from entering the pond until stabilization of the entire site
has occurred.
Grassing requirements should he followed strictly and a stand
of grass shall be provided within 30 days to stabilize the
dike and embankments and assure minimal erosion.
Rip rap structures should be installed and maintained as shown
and described in the plans and the erosion and sedimentation
control "Narrative Report" to help reduce erosive velocities
of stormwater encountered.
Once stabilization has occurred these items should be checked
on a monthly basis and properly repaired should any damage
occur.
2. A pumping system will be required to completely drain the pond
for maintenance. Bottom of pond elevations should be checked
every year to determine the amount of sediment build-up. If
sediment build-up is greater than one foot, the pond should be
drained and excavated to the original pond bottom elevation.
I� IS C
RECEIVED
NOV 0 4 1992
DEM NOV 3 1992
rROJ # 910203 Wilmington Regional Office
DEM

3. The riser pipe, trash rack and small orifice opening should be
checked every month to assure no clogging of the system or
damage to the system has occurred. The trash rack screen and
small orifice should be cleaned monthly to assure proper
operation of the pond.
4. Mow back slope of dam frequently enough to preclude growth of
trees which may result in soil piping along root channels.
AGREED TO :
PoM OWENS
astal Carolina Community College
444 Western Blvd.
Jacksonville, NC 28540
STATE OF NORTHCAROLINA
COUNTY OF Q�lZoe�teecC�
I, a Notar Public for said County and
State, do r y certify that Lkv-�� personally
appeared before me this day and a nowledged the due execution of
the foregoing instrument.
W n ss my hand and official seal, this the a 9 - day of
19 9�
Notary Public
My commission expires:
SUMMER
NOV 0 4 1992
D E M
p.RoJ gtogc3
-2-