SW8081222_HISTORICAL FILE_20120119

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 osII-L2
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2012 0l kc�
YYYYMMDD

�.
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
January 19, 2012
Matthew W. Jordan, CEO
Cape Fear Utility Authority
235 Government Center Drive
Wilmington, NC 28403
Subject: State Stormwater Management Permit No. SW8 081222
Pump Station 35 Expansion
High Density Commercial Sand Filter Project
New Hanover County
Dear Mr. Jordan
The Wilmington Regional Office received a complete State Stormwater Management Permit
Application for Pump Station 35 Expansion on December 7, 2011. Staff review of the plans and
specifications has determined that the project, as proposed, will comply with the Stormwater
Regulations set forth in Session Law 2008-211 and Title 15A NCAC 2H.1000. We are
forwarding Permit No. SW8 081222 dated January 19, 2012, for the construction of the subject
project.
This permit shall be effective from the date of issuance until February 27, 2019, and shall be
subject to the conditions.and limitations as specified therein. Please pay special attention to the
Operation and Maintenance requirements in this permit. Failure to establish an adequate
system for operation and maintenance of the stormwater management system will result in
future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within thirty (30) days following
receipt of this permit. This request must be in the form of a written petition, conforming to
Chapter 150B of the North Carolina General Statutes, and filed with the Office of Administrative
Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands are made this
permit shall be final and binding.
Please replace plan sheets C-0.0, C-1.2 and the cover sheet with the new enclosed plan set. If
you have any questions, or need additional information concerning this matter, please contact
Chris Baker, or me at [phone].
Sincerely,
5�-
eeoette c5 ott
Stormwater Supervisor
Division of Water Quality
GDSlcsb: S:IWQSIStormwater\Permits & Projects00081081222 HD12012 01permit 081222
cc: Paul Shivers, P.E., Highfill Infrastructure Engineering, PC
New Hanover County Building Inspections
City of Wilmington Development Services
New Hanover County Engineering
Wilmington Regional Office
Wilmington Regional Office '
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 One
Phone: [phone] FAX: [phone] Customer service: 1-877-623-6748 NotthCarolina
Internet:w .nmaterquality.org n l�Nn//�
An Equal Opportunity l Affirmative Action Employer li/�a'a ral

State Stormwater Management Systems
Permit No. SW8 081222
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
Matthew Jordan and Cape Fear Public Utility Authority
Pump Station 35 Expansion
6337 Oleander Drive, Wilmington, New Hanover County
FOR THE
construction, operation and maintenance of an underground sand filter(s) in compliance
with the provisions of Session Law 2008-211 and 15A NCAC 2H .1000 (hereafter
referred to as the "stormwater rules') and the approved stormwater management plans
and specifications and other supporting data as attached and on file with and approved
by the Division of Water Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until February 27, 2019, and
shall be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.8 on page 3 of this permit. The stormwater
control has been designed to handle the runoff from 3,675 square feet of
impervious area.
The system must be operated with a 50' vegetated filter.
4. The tract will be limited to a total of 10,049 square feet of built -upon area. Of this
total, 6,374 is existing, pre-1988 built -upon area that is not being collected or
treated. The remaining 3,675 square feet of built -upon area is being collected
and treated in the proposed sand filter, as indicated in Section 1.8 on page 3 of
this permit, and the approved plans.
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.
Page 2 of 8

State Stormwater Management Systems
Permit No. SW8 081222
6. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
7. The post-1988 proposed built -upon areas associated with this project shall be
located at least 50 feet landward of all perennial and intermittent streams.
8. The following design criteria have been provided in the sand filter(s) and must be
maintained at design condition:
Sand Filter#1
a. Drainage Area, acres:
0.13
Onsite, ft2:
5,856
Offsite, ft2:
0
b. Total Impervious Surfaces, ft2:
3,675
Onsite, ft2:
3,675
Offsite, ft2:
0
C. Design Storm, inches:
1.5
d. Sediment Chamber Surface Area, ft2:
144
e. Sand Filter Surface Area, ft2:
144
f. Type of Filter, open/closed:
Closed
g. Bottom of Filter Elevation, FMSL:
2.58
h. Bypass Weir Elevation, FMSL:
8.16
i. SHWT, FMSL:
5.67
j. Permitted Storage Volume, ft3:
455
k. Type of Media:
Sand
I. Expected Infiltration Rate, ft/day
3.5
m. Orifice Diameter, inches:
3 underdrains @6"
n. Draw Down Time, hrs:
40
Predevelopment 1 year 24 hour peak
°'
0.28
flow rate, cfs:
Post development 1 yr 24 hour peak
p'
0.58
flow rate, cfs:
q. Receiving Stream / River Basin
Bradley Creek /
CPF24
r. Index Number:
18-87-24-4-(2)
s. Stream Classification
SC
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 facilities shall be constructed as shown on the approved plans. This permit
shall become voidable unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other
supporting data.
Page 3 of 8

State Stormwater Management Systems
Permit No. SW8 081222
4. 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.
5. The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency. The approved Operation and Maintenance Plan must be followed in its
entirety and maintenance must occur at the scheduled intervals including, but not
limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of bypass structure, filter media, flow
spreader, catch basins, piping and vegetated filter.
g. A clear access path to the bypass structure must be available at all times.
6. Records of maintenance activities must be kept for each permitted BMP. The
records will indicate the date, activity, name of person performing the work and
what actions were taken.
7. The permittee shall submit to the Division of Water Quality an annual summary
report of the maintenance and inspection records for each BMP. The report shall
summarize the inspection dates, results of the inspections, and the maintenance
work performed at each inspection.
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 shall be maintained via appropriate
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. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project
area. The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
Page 4 of 8

State Stormwater Management Systems
Permit No. SW8 081222
11. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
12. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction.
13. 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.
III. GENERAL CONDITIONS
This permit is not transferable to any person or entity except after notice to and
approval by the Director. In the event of a change of ownership, or a name
change, the permittee must submit a completed Name/Ownership Change form
to the Division of Water Quality, signed by both parties, and accompanied by the
supporting documentation as listed on page 2 of the form. The approval of this
request will be considered on its merits and may or may not be approved.
The permittee is responsible for compliance with all permit conditions until such
time as the Division approves the transfer request.
Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
4. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
5. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
6. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
7. The permit issued shall continue in force and effect until revoked or terminated.
The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance 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 issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit
as allowed by the laws, rules and regulations contained in Session Law 2008-
211, Title 15A NCAC 21-1.1000, and NCGS 143-215.1 et.al.
Page 5 of 8

State Stormwater Management Systems
Permit No. SW8 081222
10. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
11. The permittee shall notify the Division in writing of any name, ownership or
mailing address changes at least 30 days prior to making such changes.
12. The permittee shall submit a permit renewal application 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 19th day of January, 2012.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Division of Water Quality
By Authority of the Environmental Management Commission
Page 6 of 8

State Stormwater Management Systems
Permit No. SW8 081222
Pump Station 35 Expansion
Stormwater Permit No. SW8 081222
New Hanover 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 specification:
Signature
Registration Number
Date
SEAL
Page 7 of 8

State Stormwater Management Systems
Permit No. SW8 081222
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 bypass structure elevations are per the approved plan.
6. The bypass structure is located per the approved plans.
7. A Trash Rack is provided on the.outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. All required design depths are provided.
13. All required parts of the system are provided.
14. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Regional Office
New Hanover County Building Inspections
Page 8 of 8

DWQ USE -ONLY
Date Received
Fee Paid
Permit Number
Applicable Rules: ❑ Coastal SW —1995 ❑ Coastal SW — 2008 ❑ Ph II -Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M mt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. 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.):
Pump Station 35 Expansion
2. Location of Project (street address):
6337 Oleander Drive
City:Wilmington County:New Hanover Zip:28403
3. Directions to project (from nearest major intersection):
On US 76 (Oleander Drive) approximately 1 mile south of intersection of US 76 (Oleander Drive) and US 74
(Eastwood Road)
4. Latitude:34° 12' 49.5" N Longitude:77° 50' 05.5" W of the main entrance to the project.
IL PERMIT INFORMATION:
1. a. Specify whether project is (check one): [—]New EModification
b. if this application is being submitted as the result of a modification to an existing permit, list the existing
permit numberSW8 081222 , its issue date (if known)Febntary 27, 2009 , and the status
of construction: ❑Not Started [:]Partially Completed* E Completed* *provide a designer's certification
2. Specify the type of project (check one):
❑Low Density EHigh Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application, list the stormwater project number, if
assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on requited state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major ESedimentation/Erosion Control: ac of Disturbed Area
❑NPDES Industrial Stormwater ❑404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:Erosion Control Project #NewHa-2009-004 issued August 26, 2008
RECEIVED
DEC 0 7 2011
BY:
FormSWU-101 Version07Jun2(11O Page I of

Ill. 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 oroiect):
Applicant/Organization: Cape Fear Public Utility Authority
Signing Official & Title:Matthew W. lordan, Chief Executive Officer
b.Contact information for person listed in item la above:
Street Address:235 Government Center Drive
City:Wilmington State:NC Zip:28403
Mailing Address (if appiicable):235 Government Center Drive
City:Wilmington State:NC Zip:28403
Phone: (910 ) 799-6064
Email:[e-mail]
Fax: (910 ) 6066
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/,
Signing Official &
b.Contact information for person listed in item 2a above:
Street Add
City:
Mailing Address (if
City:
Phone: f )
Email:
State:
Fax: ( )
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:Cape Fear Public Utility Authority
Signing Official & Title:Chris Bowling Project Manager
b.Contact information for person listed in item 3a above:
Mailing Address:235 Government Center Drive
City:Wilmington State:NC Zip:28403
Phone: (910 ) 332-6673
Email:Chris.Dowlinocfpua.org
4. Local jurisdiction for building permits:
Point of Contact:
Fax: (910 ) 332-6353
Phone N:
DEC 0 7 Z011
Form SWU-101 Version 07Jun2010 Page 2 of 6

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Stormwater from the 12re-1988 building the 12ost-1988 building on the south side of the site along with the
proposed generator and fuel tank will be treated by a buried pre -cast concrete sand filter.
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 PUDApproval 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 11— Post Construction
3. Stormwater runoff from this project drains to the Cape Fear River basin.
4. Total Property Area: 0.55 acres
5. Total Coastal Wetlands Area: 0.049 acres
6. Total Surface Water Area: 0 acres
7. Total Property Area (4) — Total Coastal Wetlands Area (5) — Total Surface Water Area (6) = Total Project Area':
0.501 acres
Total project area shall be calculated to exclude the following the normal pool of imppounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water (NHW) line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHVV) line. The 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 = 43.9 %
9. How many drainage areas does the project have?3 (For high density, count I for each proposed engineered
stormwater 8MP. 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.
1JasinSInforinak'ion ) o ' ;;
.. +W}I �.k_
c'!Drauta eyArearl'�
Draina e A _if
4�
..l.�raina a Area 3
w'. . ..
�'+ ITT
Draiha Areas:;;
Receiving Stream Name
see attachment
see attachment
see attachment
Stream Class *
Stream Index Number
Total Drainage Area (sf)
On -site Drainage Area (so
Off -site Drainage Area (sf)
Proposed Impervious Area** (so
Impervious Area** (total)
'm �ervtous Surface Area +
Iharna egArea°_
I�raina Ar ,
ma e Area _
ihauta a Areartf;
On -site Buildings/Lots (sf)
On -site Streets (sf)
On -site Parking (sf)
I 1�- f
On -site Sidewalks (sf)
Other on -site (sf)
I DEL, 0 7
Future (sf)
Off -site (sf)
Y:
Existing BUA*** (sf)
Total (sf):
" Stream Class and Index Number can be determined at: http://portal.ncdenr.orghveb/7vg4is/csu/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 not report any existing BUA that is
to be removed and which will be replaced by new BUA.
Form SW U-101 Version 07Jun2010 Page 3 of 6

11. How was the off -site impervious area listed above determined? Provide documentation. N/A
Projects in Union County: Contact DLVQ 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 028.0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from lit42://portal.ncdeiir.org/web/wqZwsZsu/bml2-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/wq/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 h� //12ortal.ncdenr.org/web/wq/ws/su/maps.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from http://12ort-,il.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
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
lid://www.envhelp.org/pages/onestopexpress.html for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/management for
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' i mile of the site boundary, include the'i
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.
I. 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. I RECEIVED
k. Existing contours, proposed contours, spot elevations, finished Floor elevations.
I. Details of roads, drainage features, collection systems, and stormwater control measuE@C 07 Zp»
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 person5who
made the determination on the plans. =—
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
Form SWU-101 Version 07Jun2010 Page 4 of 6

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"xll" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DWQ to verify the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: 5330 Page. No: 1728 _
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC _
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.
http://www.secretary.state.nc.L[S/Corl2oratioiis/CSearch.asi2x
VIL DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from
htto://portal nedennorg/web/wq/ws/so/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.
Vill. 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:Paul R. Shivers P.E.
Consulting Firm: Highfill Infrastructure Engineering PC
Mailing Address:3804 Park Avenue
City:Wilmington State:NC Zip:28403
Phone: (910 ) 313-1516
Email:[e-mail]
Fax: (910 ) 313-373
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or type name of person listed in Contact Information, item 2a) . certify that I
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Information, item 1a) with (print or type name of organization listed in
Contact Information, item 1a) to develop the project as currently proposed. A copy of
the 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.
RECFI VED
DEC 0 7 2011
BY:
Form SWU-101 Version 07Jun2010 Page 5 of 6

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DWQ Stormwater permit reverts back to
me, the property owner. As the property owner, it is my responsibility to notify DWQ immediately and submit a
completed Name/Ownership Change Form within 30 days; otherwise 1 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.
Date:
a Notary Public for the State of
do hereby certify that
County of
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
X. APPLICANT'S CERTIFICATION
I, (print or type name ofperson listed in Contact Information, item la) Matthew W. Iordan
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of the
applicable stormwater rules Linder 15A NCO2H.W, SL 2006-246 (Ph. II — Post Construction) or SL 2008-211.
Signature: DDate:�//�/Z7//�
1,, A rea r a Notary Public for the State of Atrloh �QPO�iA ounty of
4001
N W HAn ay er , do hereby certify that m O—ftk&) W - ']&oCan personally appeared
before one thi.q:P4 day of INIQV art% olo i 1 • and acknowledge the due execution of the application for a
stormwater permit. Witness my hand and official seal, /�jL>!/t@___ G064ka �
If
SEAL
My corn
Form SW U-101 Version 07Jun2010 Page 6 of 6

owoy
080
••. °FAQ,_.+!

Stormwater Management Permit Application Form
Supplemental Data for Section III. Project Information; 6.
Pumn Atatinn 35 Fxnansion
Basin�lnformation
Draina a Areali�
Draina a Area 2�
Bradley Creek
Drain_a a Area 3]jj�
Bradley Creek
Total
Bradley Creek
Receiving Stream Name
Bradley Creek
Stream Class & Index No.
SC; 18-87-24-4- 2
SC; 18-87-24-4-(2)
SC; 18-87-24-4-(2)
SC; 18-87-24-4- 2
Total Drainage Area (s ft)
5,856
11,189
6,891
23,936
On -site Drainage Area s ft
5,856
11,189
6,891
23,936
Off -site Drainage Areas ft
Existin Im ervious Area s ft)
2,781
3,360
3,014
9,155
Proposed Im ervious Area (s ft)894
894
Impervious* Area total
62.8
30.0
43.7
42.0
1 '"= R s' E rfaee Area
Draina A ea
•mina a ea 2
Drainna • e e
Tlot I
On -site Buildings (sgft)
2,781
1,497
4,278
On -site Streets s ft)
On -site Parkin s ft
3,360
3,360
On -site Sidewalks (sqft)
Other on -site s ft
894
1,517
2,411
Off -site s ft)
Total s ft):
3,675
3,360
3,014
10,049
' Impervious area is defined as the built upon area including, but not limited to, buildings, roads,
parking areas, sidewalks, gravel areas, etc.
Note: Drainage Areas 2 and 3 will not require permitted treatment as all impervious in those areas was
constructred prior to 1988.
DEC 0 7 2011

Pump Station 35 Expansion
Stormwater Permit No. SW8 081222
New Hanover County
Designer's Certification
State Stormwater Management Systems
Permit No. SW8 081222
of Peem,+ 51.E rVF'1I1 lH•a�:yjy^
I, PAv j R S►,.veei , as a duly registered Pro s i:+n4t1 En I'A#W in the
State of North Carolina, having been authorized to observe (periodicall wee ull
time) the construction of the project,
W
for Cv0+ Fear P„ ti 1;c 0.1.'+$ (Project Owner) hereby state that, to the
best of my abilities, due care and diligent a used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
N
Signature lax 030236
11/►r)►I
Registration Number 03oz3C
Date Il/11/n
g2ECE1V :4�;a.:i
DEC 0 7 2011
BY:
Page 7 of 8

f" I
!e�. •`.u�F; :-t �`G7i^�'M1 C. j':fA••�y 1i6 .l• i.^.1'i
i;`�,11I aSfP10 iafj t.AfiU�,
'• %AOA.1 jo/.{:ratlt
0
i U
Iti9V. ! 1 ;ujh
n`n\'jt

State Stormwater Management Systems
Permit No. SW8 081222
Certification Requirements:
Ce,+:•� cf �ei,r f 5w 8 DY1-12X h•J:fic.}:•..
s�b.•,11, dated ttIt/ n
✓ 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 bypass structure elevations are per the approved plan.
✓
6.
The bypass structure is located per the approved plans.
7.
A Trash Rack is provided on the outlet/bypass structure. S4,) f,'itc- %r~t°s
✓
8.
All slopes are grassed with permanent vegetation.
►,/
9.
Vegetated slopes are no steeper than 3:1.
✓
10.
The inlets are located per the approved plans and do not cause short-
circuiting of the system.
✓
11.
The permitted amounts of surface area and/or volume have been
provided.
✓
12.
All required design depths are provided.
✓
13.
All required parts of the system are provided.
✓
14.
The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Regional Office
New Hanover County Building Inspections
DEC 0 9 2011
Page 8 of 8

„�;i:)�$•�el ,C>:-1�6r 31rJ1. ,•.^e1)�1 .'iC. ;•P:�i)�.'i'.9,i
iIsj• ..

IqCompleteness Review Checklist
Project Name: itlM97f�YalU/J Received Date:
Project Location: MAC. Accepted Date
Rule(s)
2008 Coastal
[:]1995 Coastal
Phase II (WiRO)
Universal [::]1988 Coastal
Type of Permit: New or god
r PR
Existing Permit tt Mod
r PR): p$ pECert on File?
Density: HD or LD
%: ____D(% 0I<?)
Type: Commercial or Residential
F—TCG:
OOffsite to SW8
Exempt
Stream Class: EISA Map
Subdivided?: Subdivision or Single Lot
ORW Map
Paperwork r
E95-u"Plolement(s) (1 original per BMP) BMP Type(s): 61(1Nt� r1cTC��
E:11d&M with correct/original signatures (1 original per BMP except LS/VFS and swales) _— lU
t�pplication with correct/original signatures
❑Corp or LLC: Sig. Auth. per SoS or letter Note to Reviewer:
r 5505 (within 6mo) — T CrtC.CS ShwU\ArC MC)l
Soils Report with SHWT
culations (signed/sealed)
�No obvious errors�SYt�U
Density includes common areas, etc
ed Restrictions, if subdivided:
Signed & Notarized
Plans
Sets Details (roads, cul-de-sacs, curbs, sidewalks, BMPs, Buildings, etc)
Grading Wetlands: Delineated or No Wetlands
Vicinity Map Layout (proposed BUA dimensions)
Legend �DA Maps Project Boundaries
Infiltration
Wet Pond
Offsite
Soils Report
Soils Report
❑PE Cert for Master Lot #:
SHWT:
SHWT:
Deed Rest for Master Lot # Matches Master
Bottom:
PP:
BUA Permitted (Master): sf
Visited:
BUA Proposed (Offsite): sf
Additional Information:
Permitted Proposed: Proposed: Proposed:
BUA (sf)
DA (sf)
PP (el)
SHWT (el)
Depth (ft)
SA (sf)

H I G H F I L L 3804 Park Avenue, Unit A
INFRASTRUCTURE Wilmington, North Carolina 28403
ENGINEERING, P.C. Tel[phone] Fax[phone]
NC Firm License No. C-2586
November 18, 2011
State Stormwater Review Program
NCDENR - DWQ
127 Cardinal Drive Extension
Wilmington, NC 28405
RE: Pump Station 35 Expansion - Permit Modification
Stormwater Permit No.: SW8 081222
FIIEPC Project No.: KHA0801
a
To Whom it May Concern,
PC'D DrC 0 7 z011
The Cape Fear Public Utility Authority has completed the Pump Station 35 Expansion Project. Upon
review of the constructed project it was determined that there was 163 square feet of additional drainage
area and 130 square feet of additional impervious area in Drainage Area I than indicated in state
stormwater permit SW8 081222. Attached is the permit modification package that indicates that the
designed and installed sand filter best management practice will treat the additional area and impervious
area indicated above.
Also attached is the certification that indicates that the project was constructed per the included permit
modification.
Please contact me if you have any questions at [phone] or at [e-mail]. Thank you for
your assistance.
Sincerely,
IIIGI-IFILL INFRASTRUCTURE ENGINEERING, P.C.
14 -/"&�.
Paul R. Shivers, P.E.
Project Engineer
enclosuresr#5-0S,00 Peri"' Fee RRC]'���1=Li
I
cc: Chris Bowling, CFPUA DEC 0 7 2011
Chris Ford, PE, Kimley-Horn and Associates, Inc. BI';_
intelligent solutions —sustainable infrastructure

STORMWATER MANAGEMENT NARRATIVE
FOR
PUMP STATION 35 EXPANSION
CAPE FEAR PUBLIC UTILITY AUTHORITY
WILMINGTON, NC
August 2008
REVISED February 2009
REVISED November 2011 (Permit #SW8 0811222 Permit Modification)
HIEPC Proiect No. KHAO801
N�
5 S
rA
030236
21
NC Finn License No. C-2586
Prepared by;
LL3804 Park Avenue, Unit A
TURE Wilmington, North Carolina 28403
Lt. P.C. Tel [phone] Fax [phone]

Table of Contents
1.0 Purpose
2.0 Project Narrative
a) Project Description
b) Existing Site
c) Stormwater Design Information
d) Maintenance Requirements
3.0 USGS Vicinity Map
4.0 Property Information (NHC GIS)
b) 6337 Oleander Drive Property Deed
5.0 ECS Soils Report
6.0 FlydraFlow Hydrographs
7.0 Detailed Sand Filter Calculations
8.0 Stormwater Management Permit Application
9.0 Sand Filter Supplement
10.0 Operation and Maintenance Agreement
11.0 Deed Restrictions and Protective Covenants Form
12.0 Watershed Classification Form
13.0 Drawing List
Cover
C-0.0
C-1.2

1.0 PURPOSE
This Stormwater Narrative provides data for the North Carolina Division of Water
Quality (DWQ) that demonstrates stormwater requirements will be met at the project site.
This data is based on soils investigations conducted at the site to identify seasonal high
water table (SHWT) and infiltration rate.
The measures designed in this report have adequate capacity to control and treat runoff
from the impervious surfaces required upon completion of this project.
2.0 PROJECT NARRATIVE
a) Project Description
Pump Station 35 is located on Oleander Drive at Bradley Creek and is currently
contained on two neighboring properties. This pump station is one of the Cape Fear
Public Utility Authority's largest pump stations and this project will provide greater
capacity and reliability. The majority of this project will be internal including but not
limited to pump, screening and electrical upgrades to give greater capacity. The only
impervious surface that will be added to the site will be a new generator and a larger
generator fuel tank to supply the station with enough fuel to operate for five days during a
power outage until fuel will need to be replenished. This will include a total of 894 sgft
of additional impervious surface. All other work associated with this project will be
within existing structures.
The stormwater runoff from this additional impervious surface along with impervious
surface from two existing buildings will be managed by a sand filter of buried trench
design due to site constraints.
A vicinity map showing the location of the project is included in Appendix A and on the
drawings.
b) Existing Site
Pump Station 35 was constructed in components between 1981 and 1985 on one piece of
property. The property deed and copies of record drawings indicating construction date
are included in Appendix B. In 2007, the adjacent property was purchased that had two
existing buildings, a large gravel driveway/parking area and a billboard. Research
indicates that the existing building closest to Oleander Drive was constructed in 1955 and
that the other building was constructed in 1994. The driveway/parking area was installed
in 1955 with that building and was expanded for use in constructing Pump Station 35
from 1981 through 1985. The property deed and copies of tax records indicating
structure construction dates is included in Appendix C.
Based on existing conditions and the proposed project, the Wilmington Regional Office
of the Division of Water Quality indicated that this project would require a permit and
would be considered high density.

c) Stormwater Design Information
The information presented in this section describes the specific design data used in the
design of the stormwater measures.
i) Rainfall Data
The pre- and post -development peak runoff rates and the volume of runoff
generated by the I -year, 24-hour storm were modeled using Hydraflow 2004.
The program uses the Rational runoff method and rainfall data for the specific
site.
The precipitation data is for this design came from NOAA. The 24-hour rainfall
depth for the 1-year storm is 3.81 inches and the intensity is 0.27 inches/hour.
ii) Survey Information
A detailed land survey is provided by McKim and Creed. Vertical data based on
NAVD 88.
iii) Offsite Runoff
Due to site and surrounding topography, no offsite runoff will flow onto this site.
iv) Soils Investigation
ECS Carolinas, LLP, performed a soil investigation on July I, 2008. At this
time, ECS conducted a subsurface soil and groundwater exploration at two
requested locations. Based on findings the soil appeared to fill to the depths
reached in the boring locations where refusal was not immediate. On the one
boring that reached deep enough, the Seasonal High Water Table (SH WT) was
estimated to be 40" below the surface. The ECS investigation report is included
in Appendix D.
As this would place the SH WT in fill, only a properly designed buried trench
sand filter will meet DWQ State Stormwater requirements for control and
treatment of runoff for this project. As this is a rigid enclosed system, Mr.
Vincent Lewis, state soils scientist for the North Carolina Department of
Environment and Natural Resources, was not asked to visit the site for
verification of the findings.
The bottom of the designed sand filter will be below the SH WT but will be
designed to counter flotation and the system will have no other interaction with
the SHWT.
v) Design of the Buried Trench Sand Filter System
The buried trench sand filter system proposed for this project will utilize pre -cast
concrete sections connected on -site into a water tight strurcture. Run-off from
the drainage area being treated will be conveyed to the sand filter by surface Flow
and will enter the sand filter through grates over the sedimentation chamber

portion of the sand filter.
vi) Site Characteristics
The total site area including both properties and all drainage area is 0.55 acres.
The site has been subdivided into three drainage areas based on treatment
requirements. See the Chart 2.1 for project drainage area information.
Chart 2.1 - Drainage Area Statistics
Drainage
Area I
Drainage
Area 2
Drainage
Area 3
Total
Area
Total Area
5,856 ftZ
11,189 ft
6,891 1`12
23,936 ft
Existing Impervious Area
2,781 fit
3,360 ft
3,014 ft
9,155 ft
Proposed Impervious Area
894 fir'
0 ft2
0 ft2
894 ft
• Existing Impervious Area in Drainage Area I included in design of sand
filter.
Drainage Areas I & 2 will not be controlled and treated as the impervious surface
in those areas was constructed prior to 1988. All of the run-off from Drainage
Area I will be managed by a pre -cast concrete buried sand filter.
vii) Pre and Post Development Rate
In order to meet the requirements for Structural Stonnwater Controls, the
required storage volume must be discharged at a rate equal to or less than the
predevelopment discharge rate for a one-year, 24-hour storm.
To determine the pre and post development flow rates, the Rational Method was
used along with the modeling program I lydraflow. The run-off coefficients used
were as follows:
C for impervious area = 95
C for grassed area = 35
Using the above C values 35 was used for pre -development now even though
existing impervious area as we assumed no development. The Hydraflow model
calculated a composite C value of 72 for the post development flow based on
38% of the area at a C of 35 and 62% of the drainage area at a C of 95. Based on
these C values, the model indicated the peak flows calculated by the model are as
follows:
Pre -development peak flow = 0.28 cuft/s
Post -development peak flow = 0.58 cuft/s
See appendix E for Fydraflow model hydrographs.
These flows are so low it is impractical to restrict the Post -development flow to
the Pre -development flow rate as this will have negative impacts on the treatment
quality of the sand filter.

viii) State Stormwater Requirements
The site is located within'/2 miles of and draining to SC classification waters.
State stormwater requirements are that the system must contain and treat the
entire 1.5" storm volume.
Based on using a buried trench sand filter the key values calculated are as
follows:
Rv = 0.613
Volume of 1.5" Storm = 424 cult
Water Quality Volume = 289.47 cult
Minimum Sedimentation Basin Surface Area = 19.14 sqft
Minimum Sand Filter Bed Surface Area = 37.37 sqn
The sand filter designed for this project has the following criteria:
Volume of storage above sand filter media = 455 cuff
Sedimentation Basin Surface Area = 144 sqft
Sand Filter Bed Surface Area = 144 sqft
'therefore all design criteria are met. For review of the calculations of the above
values see Appendix F.
ix) City of Wilmington Stormwater Requirements
This project does not fall within the threshold of the City of Wilmington's
stormwater requirements.
x) Underdrain and Outlet Discussion
The sand filter will have an underdrain that conveys the treated run-off to the
discharge chamber. The calculated required underdrain for this project was a
minimum of 2 — 6" perforated pipes at a slope of 0.5%. For a 1.5 safety factor
this design includes 3 — 6" underdrain perforated pipes.
The total maximum effluent flow of the sand filter based on combining the max
flow through the filter and the filter overflow is 12.87 cuft/s. This is the max
flow that the filter will allow to pass and anything above this flow will not enter
the sand filter. Based on this effluent flow, the minimum diameter of the effluent
pipe was calculated as 7 inches. Due to a desired safety factor of 1.5 the pipe
outlet used for this sand filter is 12 inches.
Stormwater rules require a level spreader length of 65 If per 1 cuft/s with a 50'
buffer strip between the level spreader and the wetland. Due to the nature of this
project, DWQ agreed that we could install a level spreader with sufficient length
to reduce the velocity to less than 2 ft/s. Therefore we propose the installation of
15 If of level spreader at the sand filter discharge. The Hydraflow model
indicates that the peak flow for a 100-year storm will be 1.2 cuft/s. Assuming
this peak flow is passed through the sand filter with no attenuation and using the

weir equation, the velocity of flow over 15 If of weir is 0.92 ft/s. This is well
below 2 ft/s as requested by DWQ for this project.
xi) Additional Measures
In order to minimize filter media pass through the sand filter is designed with a
geotextile fabric to be placed between the #57 stone covering the underdrain pipe
and the sand filter media.
d) Maintenance Requirements
i) The filter media in the sand filter will be cleaned, washed, course masonry sand
meeting the requirements of ASTM C33.
ii) The sand filter must be inspected quarterly and within 24 hours after every storm
event greater than 1.5 inches.
iii) Records of inspection and maintenance will be kept on site and will be available
upon request.
iv) The drainage area will be carefully managed to reduce the sediment load to the
sand filter.
v) Once a year the sand media will be skimmed to remove potential areas of
fouling.
vi) Any filter media removed due to fouling will be replaced to maintain the proper
filter media depth.
vii) The sand filter media will be replaced whenever it fails to function properly after
vacuuming.

1111111111111111
2008029339
FOR REGISTRATION REGISTER OF DEEDS
REBECCA P SMITH
NEW HANOVER COUNTY, NC
20M JUL 11 11:39:27 M
W5330 PG1728-1765 FEE:$122,00
-----Tiu iffitrumm"radied-by��-B , ew over County n y C'ounty,
Attorney, 230 Goverment Center Drive, Suite #125 Wilmington, NC 28403
NORTH CAROLINA
NEW HANOVER COUNTY
Multiple Tax Parcel Numbers,
See Exhibit "A"
THIS DEED, entered into this l s f day of l%4/y 2009, between NEW
HANOVER COUNTY, a political subdivision of the State of North Carolina, and the
NEW HANOVER COUNTY WATER AND SEWER DISTRICT, a body politic and
clorpomte of the State of North Carolina ("GRANTORS"), AND CAPE FEAR PUBLIC
UTILITY AUTHORITY, ("GRANTEE") a body politic and corporate of the State of
North Carolina., 235 Government Center Drive, Wilmington, HC 28403
Said Grantors, in consideration of One ($1.00) Dollar and other valuable
consideration, have bargained, conveyed, granted, remised, released, and forever
quitclaim unto said Grantee and its successors and assigns, all the right, claim title and
RETURNED T�0 M W�

interest, of, in, and to those certain tracts or parcels of land lying and being in New
Hanover County, North Carolina, and more particularly described in Exhibit "A",
attached hereto and incorporated herein by reference. Provided, should any property
conveyed hereunder cease to be used for public water and/or sewer purposes, said
parcel(s) shall be re -conveyed to New Hanover County upon payment of the
consideration of one dollar.
TO HAVE AND TO HOLD the above described real estate and all privileges and
appurtenances thereunto belonging, to the said party of the second part, its successors and
assigns free and discharged from all right, title, claim, or interest of the said Grantors or
anyone claiming by, through, or under them, subject to the above in enumerated
condition.
IN WITNESS WHEREOF, the parties of the fire part have hereunto set their hand
and seal, the day and year first above written.
NEW WOVER COUNTY
BY:
Chairman
County Clerk

NEW WOVER COUNTY
WATER 4SFWER DISTIUCT
BY
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
I, a Notary Public of the State and County Aforesaid,
certify that Sheila L. Sch personally came before me this day and acknowledged that
she is Clerk to the New Hanover County Board of Commissioners, and that by authority
duly given and as the act of the Board, the foregoing instrument was signed in its name
by County Commissioner Chairman, Robert G. Greer, sealed with its corporate seal and
attested by herself as its Clark
WITNESS my hand and notarial seal, this the day of ATM t . 2008.
M CommissionE Expires: 14i i00 S� oPFlCIALSEAL
Y XP 1I� ) HEATHER PADGETY
Notary Pubk
0MIO cou ty, No
My Cammeebn 0":
Notary Public

STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
t, KecLKeS r PpdaL11- a Notary Public of the State and County aforesaid,
certify that Sheila L. Schdh personally came before 'me this day and acknowledged that
she is Clerk to the New Hanover County Board of District Commissioners, and that by
authority duly given and as the act of the District, the foregoing instrument was signed in
its name by Chairman of New Hanover County Water & Sewer District sealed with its
WITNESS my hand and notarial seal, this the 4(p day of Sun t •2008.
Notary Public
My Commission Expires: 1111,60001
OFFICIAL SEAL
d$�4THER PADGETT
x, No;ary public
Onslow Cou , NC

R06718-008-001-000 0 Masonboro Sound Road
All those rights -of -way and easements within Windward oaks
Subdivision as shown on the plat (a) thereof recorded in the
New Hanover County Registry in:
Map Book 33 Pages 187 & 188 Map Book 33 Pages 273
274
R06612-007-008-000 1200 Beasley Road
BEING that parcel designated "Pumping Station Site Pee
Simple Title• on a map entitled •Map of Utility Rights of Way,
Sewer outfall- Beasley Road to Eagles Nest, New Hanover County
Water and Sewer District,• and recorded at Map Book 26 ,
Page 19 , New Hanover County Registry.
oe
R06710-003-005-001 0 Bmxlo Lane
Waft all of that tract shorn as "Sewer Lift
Station Situ on the asp of Between The
Creeks, dated June, 1978, by Howard X.
Loughlin, Registered Land Surveyor. and
recorded in nap Book is at Page 85 in the new
Hanover County Registry-
88373CT, bowever, to the sixty (60) foot easement and
right of way shorn as Braxlo Lane upon said map.
SUBMT, also, to the restrictions recorded in Book 1138
at Page 125 of the New Hanover County Registry.
R06217-002-007-001 116 Kilarnv Road
All that Lot 19, Utility Lot as more fully shown on Map Book 12, Page 24,
New Hanover County Registry.

R06217-005-001-004 138 Quail Ridee Road
BEGINNING at a point in the southwestern line of the mason-
boro Loop Road, said point located south 44 degrees 14 minutes east
291.00 feet as measured with said southwestern line from its inter-
section with the centerline of Quail Ridge Road (a road leading
westwardly from Masonboro Loop -Road, described in Book 873Page 362)s
running thence from said Beginning with the southwestern line of the
Hasonboro Loop Road south 44 degrees 14 minutes east 94.00 feet. to
a points thence south S degrees *46 miwatee veit­15.6o feet to a
points thence north 72 degrees 50 minutes vest 62.66 feet to a
points thence north 44 degrees 14 minutes west 39.00 feet to a
points thence north 45 degrees 46 minutes east 115.00 feet to the
Point of BEGINNING, Containing 9985 square feet in area and being
part of the William P. palls Tract recorded in Book 1071, Page 920,
New Hanover County Registry. A plot of this parcel is attached as
Exhibit A and incorporated herein by reference.
R06218-003-001-001 103 Darby Street
BEGINNING at a point in the northern line of the Greenville Loop
Road at the southwestern corner of Lot 112 of Poxcroft as shown
by Map of roxccoft recorded in Map Book 10, page 39, New Hanover
County Registry, said southwestern corner being in the run of a
branchs running thence tcom said oagmweg walk khe aor4hern i,ne
of Greenville Loop Road South 64 degrees 12 a,autes 3u seconds
East 40.00 feet to a points thence North 25 degrees 47 minutes 30
seconds Bast 50.00 feet to a points thence parallel with said
northern line of Greenville Loop Road North 64 degrees 12 minutes
30 seconds Nest 65 feet more or laps to the run of aforesaid
branchs thence down and with said run southward 55 feet more or
less to the point of BEGINNING, the some being part of Lot'112,
foacroft.
BEING a portion of that property conveyed to Robert Holder by
deed dated November 241 1900, and ceeocded in Book 1117, Page
1803, of the New Hanover County Registry.
R06216-010-006-000 6419 Shinnwood Road
Being all of that property designated as 'Shinn Point Pumping Station
Site" on a map entitled `Map of Utility Rights of Way Shinn Point,
Marywood Area° recorded at Map Book 26, Page 32, New Hanover County
Registry.
R06309-003-024-000 0 Shandy Lane
BEING all of that property designated as 'Pump Station Site Fee Simple
Title: on a map entitled 'Map of Utility Rights of Way Shandy Avenue
Area° recorded at Map Book 26, Page 126, New Hanover County Registry.

R06200 003-049-002 6513 Greenville Loop Road
Legal Description of Lift Station Lot, Greenville Mobile Home Village.
Harnett Township, Neu Hanover County, N.C.
Beginning at an old concrete monument in the northern line of the .... .....
Greenville Hobs -la -Home Village Tract an 1Sesetibed in 06ok'021'ai page
1721 of the New Hanover County Registry. Said point of beginning being
located N 66 degrees 11 minutes seconds W - 401.07 feet; N 42 degrees
15 minutes R - 110.0 feet; N 65 degrees 49 minutes 14 seconds W - 787.82
feet; S 29 degrees 40 minutes 19 seconds W : 7.13 feet; N 66 degrees 16
minutes 41 seconds W - 210.09 feet; N 66 degrees 9 minutes 13 seconds W
- 168.42 feet from the point of intersection of the northern line of
said tract with the western line of Greenville Loop Road, secondary road
t1421. (60 foot right of way). The point of intersection on said right
Of Way line being located N 66 degrees Slmdnutea 08seoonds W - 31.58
feet from a point on the center line of Greenville Loop Road which is
located N 42 degrees 2 minutes 8 veranda R - 284.26 feat, as measured
along the center line of Secondary Road 01421 from the point of
Intersection of the center line of Secondary Road g 1421 with the center
line of Turtle Hail Drive as shown on a map of Section 1. Turtle Hall.
recorded In Map Book 17 at Page 35 of the New Hanover County Registry.
Running thence from said point of beginning S 7 degrees 16minuces
39seeonds W - 81.20 feet to the northern right or way line of Greenville
Casson Road; thence with said right of way line and 15 feet from the
center line thereof N 57 degrees 3ainutes 46seconds W - 50.0 feet to a
point: thence leaving said right of way and running N 23 degrees
36minutes 34eaconds R - 92.66 feat to a point in the northern line of
the Greenville Mobile Homo Village Tract: thence with the northern line
of said tract S 64 degrees Slwinutes 48seeonds R - 29.12 feet to a
point: thence S 28 degrees 43ainutes 32seeonds W - 29.19 feet to the
point of beginning and containing 3574.74 square feet.- more or less, and
being designated as the Lift Station Lot.
R06313-001-020-000 6323 Hawksblll Drive
Being a parcel identified as `Pumping Station Site Fee Simple Title" on a
map entitled "Map of Utility Rights of Way Towles Road Area for New
Page 125, New Hanover County Registry.

R05620-003-015-000 6341 Oleander Drive
BflGIrEM at a point in the no thapstern line of Oleander
Drive (U.S. Highway 76) (50.0 feet from the oenterline
thereof) at its intersection with the southsestern Lille of
the tract conveyed to the North Carolina State Highway and
Public b=ks emnissirn by deed dated My 30, 1955 re-
"it►1De6d M 5668Page -U ih fTii, NeW HanoVec
Oounty registry, said point located 166.25 feet as measured
sarthwesb and with said northwestern line from a paint in
the line of the norttsrest projection of the southwest face -
of the scut]west abubaent of the Bradley Creek Highway
Bridge: running thence fray said Beginning with the south-
west line of State Highway and Public Wbaks Ommission
Tract north 59 degrees 10 minutes west 53.72 feet to a
podilt= thence north 17 degrees 58 minutes 30 seconds east
135.27 feet to a poiuti thence south 59 degrees 10 minutes
east 49.59 feet to a paint in the northwest line of Oleander
Drive; thence with said line south 16 degrees 17 minutes
west 66.25 feet and south 16 degrees 16 udrates 3,0 seoa I
west 70.00 feet to the Point of MMNMGt Wr►taWng 0.15E
acre and being part of the said State HigbwaV and Public
1adw pomWsson Tract as recorded in Book 566, Page 548.
R05620-007-006-000 6601 West Airlie Road
BEGINNING at a point in the eastern line (50.00 feet from
the centerline) of Oleander Drive (U.S. Highway 76), said point
located from the centerline of the north end of the concrete bridge
over Bradley Creek by courses of north 15 degrees 11 minutes 55
seconds east 202.66 feet as measured with the centerline of Oleander
Drive and south 74 degrees 48 minutes 05 seconds east 50.00 feet
at right anngglle_s therefrom, said point also located
feetas measured with said eaet-
ern line from the point of curvature of a curve to the eastwards
running thence from said Beginning with the eastern line of Oleander
Drive north 15 degrees 11 minutes 55 seconds east 45.00 feet to a
point; thence south 74 degrees 45 minutes 05 seconds east 35.00
feet to a point; thence south 15 degrees 11 minutes 55 seconds
west 4S.00 feet to a paints thence north 74 degrees 45 minutes
05 seconds west 35.00 feet to the point of BEGINNING, containing
1575 square feet in area and being part of the Landmark Properties
Tract recorded in Deed book 1236, Page 222, New Hanover County
Registry. A plot of this parcel is attached as Exhibit A and
incorporated herein by reference.

t�.+owsrc�iaefrres
OS 1f9� f :.
I j[
' � col ;_•g. .:'
P[ 6
to IYfiyi �.•
.. •u� � t �t>. xfmGJ•+•.PRA :tom..
- p
tv
UP4Y ,
NG'✓ FFAN4kJS aOLJ►•RY q/gT1lR A
�$.�L"1,• oecm�s 'tea K.
.:. i
NeNRYVaF4
�
a # p t►r 3
. r• CpNRiL7U4'/HDn+�+'pliMNM. ::•'f
�� • • ! 01I Ri1fiGZYJ

R05600 006-002-001 6124 Wriehtsville Avenue
BEGINNING at an icon pipe in the curve of the southern line of
Wrightsville Avenue (30 feet from the centerline), said point
located westward 72.0 feet as measured with said southern line
from its intersection with the southern extension of the.
centerline of Rogersville Rood as shown on nape ''Division of
Property of Nancy Williams," recorded in Nap Book 7, Page 45, New
Hanover County Registryr- running thence from said Beginning Kith
said curve of the southern line of Wrightsville Avenue westward
112 feet more or lees to an iron pipe that is located by chord
South 80 degrees 26 minutes 56 seconds Nest 111.37 feet from the
point of Beginnings thence South 0 degrees 33 minutes 04 seconds
Bast 71.43 feet to an iron pipe near the edge of Bradley Creek
shrehl thence generally with the edge of said marsh South 74
degrees .04 minutes 33 seconds gpet 214.71. feet to an iron pipet
thence North 0 degrees 33 minutes 04 seconds West 121.39 feet to
the Point of BEGINNING, containing 0.24 acres.
R06300-001 011-001 417 Bradley Creek Point Road
NEW MOVER COUNTY
LIFT STATION SITE NO. 51
BEGINNING at the concrete monument at the northwestern corner
of tba Mary R. Winborne Lot recorded in Book 1276, Page 1809,
Nev Hanover County Registry, said monument located north 64 degrees
42 minutes west 197.70 feet from a point in the centerline of
Bradley Creek Point Road as shown on a map of Bradley Creek Point
recorded in Nap Book 10, Page 27, New Hanover County Registry,
said point in the centerline of Bradley Creek Point Road located
south 7 degrees 15 minutes east 193.04 feet from the point of
intersection of Curve 116 as shown on said maps running thence
from said Beginning with the western line of said Minborne Lot
south 26 degrees 47 minutes west 25.00 feet to a point) thence
south 64 degrees 42 minutes east 25.00 feet to a point; thence
north 26 degrees 47 minutes et.st 25.00 feet to a point in the
northern line of said Winborne Loti thence with said northern
line north 64 degrees 42 minutes west 25.00 feet to the Point
of BEGINNING]

R06206-007-001-002 111 Hinton Avenue
BEaDUM at a point in the Eastern right of may lure of Hinton AAe (20
feet Itax the center line), said point being the most Northern corrAr of the
New Hanover Bounty Water 4, sewer District Lift Steticn, as described in Dock
1318 at Page 259 of the New Nanoiver Oamty Ragistsy. Shama an Hap Dedivision
Portion of Mrs. J.R. Vick Divinicn and recorded in Nap Book 31 at Page 344
of the New Hanover oounty Registry. lemming theme from said beginning point
with the Eastern right of wad line..oi R-U*A Avmue,.North 35 degness.13
-- minutes Oast 5.0 feet to a point. Rsmiog thence South 54 degrees 47 minutes
Fast 30.0 feet to a point. Rmning tiseksoa south 35 degrees 13 minutes West
5.0 feet to a potent. leaning thence North 54 degrees 47 ninates West 30.0 feet
to the point of beginning.
R05017-009-020-000 156 Nash Drive
Being all of Lot No. 156, Hillsdale Section 3, per plat of the same
recorded in Map Book 5, Page 14, New Hanover County Registry, and
being the same property conveyed to Sellers by deed dated October 18,
1949, recorded in Book 486, Page 433, New Hanover County Registry.
R06208-011-044-000 6825 Camp Wrieht Road
Being all of Parcel "X' as shown on a map of Bradley Hills recorded in
Map Book 15, Page 42, New Hanover County Registry.
R05600-003-004-001 205 Airlie Road
BEGINNING at the Beginning point ('southeastern corner)'of the
tract conveyed 'to Franklin G. Lee and wife, Retell C. Lee,
recorded is Book 1169, Page 023-, Efew Hanover County Registry,
running thence from said Beginning with. the• eastern line of said
tract North 26 degrees 30 minutes East 50.00.feet to a point,
thence North 61 degrees 30 minutea.Wast 34.61 feet to a point in
the western line of said tracts thence with said western line
South 26 degrees 30 minutes West 50.00 feet to the southwestern
South 6t degrees JO.minpte§. Bast 3e.B1 feet to the .Roint. of
Beginning. ..
iQGE' ER WITH AN PASE!19" more particularly described' as followas
B> ID11190 at A point' to the porthp;n..lioe.:(30.G. fast fran. this . .
centerline) of Airlie Road at the southwest corner of Lot il. as.
showh on.:en unrecorded map of Bra43.ey..F4tgtQs, by Rod HaeRae, said
point.also being the southwest'corner of the. tract doriveyed by
Ethel Beinird to."P.'ranklin G. Lee.'and wife, Retell C. Lee,.
recorded in Book 960, Page 653 4 vel Hanover County Registry (tax
Parcel 56-00-3-2)l running thence from said Beginning with the
western line of setA tract North 2E decrees 3n minutes East
152.04 feet to a point, thence South 61 degrees 30 minutes East
35.00 feet to a coint, thence South 28 degrees 30 loinutes Nest
152.13 feet to a point in the northern line of hirlie Roadl
-thence with said northern line North 61 degrees 17 minutes west
15.00 feet to the point of Beginning.

R05714-008-016-000 7214 Wrightsville Avenue
I. AESCRIPTION OOF EHTIRE TRACT oft TRACTS APPSCM BY TAKINOI
LATE 13.AND 14
AVI AN?IC VIEW PROPERTY
_ BROIHN'ltio at a point in tho southern line of U:S.
Highway i76 at its intersection -with the northwestern
line of Lpt 14, Atlantic View Property as reoorded•in
Map Book 1, Page 5, Rev Hanover County Registry, said
point located South 63 degrees 46 minutes East 227.59
feet as measured with said southern line from its inter-
saotion with the eastern line of.etoklay Drive as shown
by map of Soundcrest recorded in Map Book 5, Page 44,
New Hanover County Registryt running thence from said
Beginning with the southern line of U.B. Highway t76
South 83 degrees 46 minutes East 136.66 feet to the
southeastern line of Lot 13, Atlantic View, thence with
said southeastern line South 49 degrees 12 minutes West
179.60 feet to the southernmost corner of Lot 131 thence
with the southwestern line of Lot 13 and 14 North 40
degrees 14 minutes 24 seconds West 100.00 feet to the
westernmost corner of Lot 141 thence with the north-
western line of Lot 14 North 49 degrees 12 minutes East
65.45 feet to the point of BEOINNINO, containing 13,249
square feet in area, and being a portion of Lots 13 and
14 of Atlantic View Property according to a plat of the
same recorded in Map Book 1, Page 5, New Hanover County
Registry.
2. STATEMENT OF THE PROPERTY TAKEN+
The property taken is the fee simple title to the tract
hereinafter described in paragraph 3 as Area Taken, and
this fee simple interest is necessary in order for New
Hanover County to construct a pump or lift station on
this site, said pump being a necessary and integral part
__ of NB11-�ianQKa!-COOn:.y�6-8@4ta�B-@
Wrightsville Sound.
3. DESCRIPTION OF AREA TAKEN,
LOT 14
ATLANTIC VIEW PROPERTY
BEOINNINO at a point in the southern line of U.S.
Highway f76 at its intersection with the northwestern
line of Lot 14, Atlantic View Property as recorded in
Map Book I, Page 5, Now Hanover County Registry, said

point located south 83 degrees 46 minutes East 227.59
feet as measur6d with, said southern line. from its inter-
section with the eastern line of St6k1ey Drive an. shown
by map of•86undcrast recorded in Map Book 8, Page 44,
Now. lisnover County Ragi4tryf - running . thence from said
444inning With the sogthorn line of U,B. gighway f76
Booth 04egr6ed 46, 011nut6s East 6SJ3 feat to the.
southeastern. lin6 of_.Lot 144. Wattic,Yieve tliant a with
41d't4utheaetern l$ae gout-h 49 degrees U.minutes hest
132.51• test io• the .southernmost :corner of -Lot 141 thence
.with the.southweetarry line of Lot 14 Borth 40 degrees 14
minutes 24 seconds Nest 50.00 feet to the westernmost
corner of Lot 14r thence with the northwestern line of
Lot 14 North 49 degrees 12-minutes East 85.45 feet to
the point of 82GINS180i containing 5,447 square feet in
area, and being a portion of Lot 14 of Atlantic View
Property according to a plat of the some recorded in Flap
Book 1, page 5, New Hanover County Registry.
R07213-010-018-000 229 Channel Haven Drive N
BEING all of Lot 32 of Section 1 of Tanglewood Subdivision as the same
is shown on a map of Section 1 of said subdivision recorded in Map Book
7, page 29 in the Office of the Register of Deeds of New Hanover County.
R07709-001-013-000 5238 Masonboro Harbour Drive
BEGINNING at a point in the center of a ditch at is inter-
section with the southern line (30.0 feet from the centerline) of
Masonboro Bound Road (S.R. 1515) formerly known as the Granger
Point Road, said point located from the point of intersection of
the centerlines of Hasonboro Sound Road and Masonboro Loop Road
(S.R. 1148) by couaea of south 46 degrees 50 minutes east 726.33
feet with the centerline of Nasonboro Sound Road and south 43 deg-
rees 10 minutes west 30.00 feet at right angles therefromr running
thence from said Beginning with the southern line of Kaeonboro
Bound Road south 46 degrees 50 minutee east 55.00 feet to a point;
thence south 43 degrees 10 minutes vast 41.00 feet to a pointy
thence north 46 degrees 5o minutes wrest 49.39 feet to a point in
the center of a ditch; thence with the center of said ditch north
35 degrees 23 minutes east 41,3E feet to the Point of SR91NNING,
containing 2140 square feet in area and being part of the Herman
Walton Tract recorded in Deed Book 332, Page 436, New Hanover
County Registry.

R07912-007-021-000 1630 Sound Watch Road
Beginning at a point which marks the Southeast comer of Lot number
7 of Intracoastal Watch as recorded in Map Book at Page of the
New Hanover County Registry. Said beginning point being located
South 59 degrees 01 minute 42 seconds East, 1173.77 feet from the
Eastern line of Myrtle Grove Road; thence, From The Point Of
Beginning, along the Eastern line of said Lot 7, North 30 degrees 16
minutes 26 seconds East.126.69 feet to a point which marks the
Northeast comer of said Lot 7; thence, along the Southern line of
Sound Watch Drive, a cul-de-sac with a 50 foot radius, a cord being,
South 18 degrees 59 minutes 32 seconds East, 52.79 feet to a point
in said cul-de-sac which marks the Northwest comer of Lot 8; thence,
along the western line of said Lot 8, South 30 degrees 16 minutes
26 seconds West, 91.60 feet to a point; thence, North 59 degrees 01
minute 42 seconds West, 40.0 feet to the point of beginning, and
containing 0.10 acre, more or less.
R07100-005-003-000 0 Navaho Trail
BEING a 0.10 acre tract as shown on the map marked in Deed Book
1458, Page 633, New Hanover County Registry.

R07205-003-008-000 O Masonboro Sound Road
Being a 25 x 25 Pt. paroal of land in t1ason oro Township and on the wet side of
Mason Moll bin, and more fully described as follows. Beginning at a stake in the
western right-of-.aay line of mason Rroll goad, said stakebeing located 5 39 degrees
36' 50" N, 403.84 ft. from a P.R. nail at the intersection of the centerlines of
Knon Kroll Rd. and masonboco Saud Rd., said P.R. Nail being located S 74 degrees
29, 8, 214.14 ft. and S 71 degrees 59 E, 13.03 ft. froo� the..intersectim of the
Omtsrlbtes of tD.4a�i td S:Wd Td'. &M' Cliff Side Dr. kming tlwstoe from the point
cc beginning S 8 degrees 44' 130 E, 25 ft. to a point: Thence S 78 degrees 20' 05" N,
25.00 ft. to a point, Thence N 8 degrees 44' 130 N, 25.00 ft. to a point, Thence
N 78 degrees 20. OS' E, 25.00 ft. to the beginning and being 625 sq. ft. more or less.
R06200-005-035-000 6239 Old Military Road
RD DE® DESf,W ION (W PROPOSBD gAML43LY 98iPBY POMP
STATION am POit NEW HUWM COWM
A a:nio trsa a pared dlmdbdag mdbdsgfalbmMTowoddp, NewilamvwCrmtly
North Qwfisa and b ft a pat of Wet OW as d=2W in dead book 80, papa Sn
Record+ d Nee Hamva Cnxsly, North Qtm sod beio8 ace partlada t dowibai es
tomes
Begbsbg as an fret as the =mdiastan edge d a private SS R. aeocn easement, aid ken
bdmg bated N 414300 W 22737 kd w he soatkvestem boa d Wa tact as detoabod
b deed boot 849, page 996. ham the somkem mama Of the aforesaid ttaa" add soaikan
cocoa also being In Ws an COW S dtemoa Am an ken k awdd �
boated We Eomviog Dearig and
mrthoasan d&-cif dOH MMayRood (608. dghA-cfMl beftb MW at the cad
of ante makuaised rwA S 37 39.10 E AM fat to an asi»ba koa, thence S 41-S630 E
S1491 fat to an kM dicaw S 41-" E 18.49 fat to an exbft iron, theca S 41-"
E 11.51 fat to We poke of
Proceed hem said begkmbg point N OW-W E 30.00 feat to an iron, dMos N 41M5 W
W 37.00 feet to an iron, thence S 4&M-W W 30J12 fat to an kop, Wane S 41S6-30 E
2SA9 feet to an eking kcs, theaee S 41-53-W E 11.51 fen to the point Of begbubg 801
containing 1,110 square fat according to a Amoy by Haoower Design Saw1cm PA is J*,
1991.
AB beamp are magnetic [dative to doed book 849, page 59C
R06200-006-015-018 0 Greenville Loop Road
That area identified as ■Area a• as the same Is shove on a nap
entitled • M4 fid ,ti A 'duly recorded in Nap book 1
at Page Ito the Nov 8aaoverCounty Registry, incorporated herein by
reference and to which reference is hereby made for a more complete
description of said easement.
The alcove-daaaribad is a portion of the property conveyed to GRMrM by
dead recorded in Back1IL6 , Page/gs3 Nw Hanover County Registry.

R07611-002-014-000 113 Colchester Place
A. FM BMW&Z 2itIM-0
•argamtj Deed from Masonboro properties, Inc. to
Masonboro Utilities, Inc. recorded December 21, 1976 in
Book 2094 at page 737 of the New Hanover County Registry-
Begiaaia4 at an iron pipe at the southeast
corner of Lot 16 in BldaL 7 of Waterford
subdivision. Section 1, a nap of which is
recorded in Map Hook 17 at Page 37 in the New
Hanover county Registry of Deeds, said iron
pipe also lies in the western right of way
line of Masonboro Loop Road, State Road 1520;
thence North 59 degrees 10 mimosa 45 seconds
Hest 665.63 feet to an iron pipe at the
southwest corner of Lot 10 and the southeast
corner of Lot 9, each lot is in Block 7 of
Waterford subdivision, section 1, as above
referenced; thence North 59 degrees 55 minutes
25 seconds West 480 feet to an iron pipe at
the southwest corner of Lot 2 in Block 5 of
Waterford Subdivision, section i, as above
referenced; thence South 30 degrees 04 minutes
35 seconds West 62.70 feet to a point in the
northern line of Lot 29 of Horndale
subdivision, as recorded in Map Book 8 at Page
71 in the New Hanover County Register of

Deeds; thence South 59 degrees 55 minutes 00
seconds Bent 92.14 feet to an iron pipe at the
northeast corner of said Lot 29 of Horniale
Subdivision, as above referenced; thence South
22 degrees 23 minute 55 seconds West 25.59
feet to a point in the eastern line of Lot 29
of Horadale subdivision, as above referenced;
thence South 5a degrees 5o minutes 30 seconds
Bast M.44 feet to a point; th -ROM 30
degrees 04 minutes 35 seconds Bast 71.11 feet
to a point; thence South 59 degrees 55 minutes
25 seconds Cast 360.49 feet to a point; thence
south 31 degrees 09 minutes 30 seconds hest
44.77 feat to an old stone; thence South 59
degrees 10 minutes 30 Seconds East 639.49 feet
to an iron pipe in the western right of way
line of Masonbore Loop Road, State Road 1520;
thence Korth 27 degrees 53 minutes 15 SOMA
Cast 62.63 feet to the point of beginning.
EXCEPTING, HOWEVER, that certain area described in a
quit -claim deed from Kasonboro Utilities, Inc. to
Nasonborc Properties, Inc. dated August 30, 1978 and
recorded in Book 2144 at *age 1443 of the New Hanover
County Registry and more fully described as follows:
Beginning at an iron pipe at the northwest
corner of Lot 7 of Block 7 of Section 4 of
Waterford Subdivision as shown on the map of
Section 4 duly recorded in Map Book is at Page
III in the Office of the New Hanover County
Registry in the eastern right-of-way line of
Colchester Place (60' vide); running thence,
along the eastern right-of-way line of
Colchester Place is• to an iron pipe at the
southwest corner of Lot 8 of Block 7 of
Section i recorded in Map Book 17 at Page 37
in the Office of the New Hanover County
Registry; thence North 59 degrees 55 minutes
25 seconds West 60' to an iron pipe at the
southeast corner of Lot 5 of Block 5 of
Section 1 of Waterford Subdivision as shown on
the map of Section 1 as above referenced, in
the western right-of-way line of Colchester
Place; thence along the western right-of-way
line of Colchester Place 180 to the northeast
corner of Lot 6 of Block 5 of Section 4 of
Waterford Subdivision as shown on the map of
Section 4 as above referenced; thence south 59
degrees 55 minutes 25 seconds East 601 to the
point of beginning.

R06705-005-024-000 1425 Sun Court Villa Drive
na= 163 SDBcooRT Vn As
A. PBB SIMMM TRW":
•arranty.Deed from Suncourt Homeowners Association, Inc.
to Cape Year Utilities, Inc. recorded January 26, 1993 in
Book 1641 at Page 1222 of the New Hanover County
Registry. The tracts conveyed by said deed are described
as follows:
Parcel it LIFT STATION SITE: FEE SIMPLE
Beginning at a point that is located South 63
degrees 59 minutes 29 seconds West 16.47 feet
and South 16 degrees 52 minutes 52 seconds
Rant 7.54 feet from a point on the Westerly
right- of -way line of Pine Grove Drive (60
foot right-of-way), also known as Nasonboro
Loop Road and also known as S.R. 1492. Said

beginning point being located South 22 minutes
33 minutes 00 seconds East 336.26 feet as
Measured along the easterly line of Suncourt
Villas as shown on a map recorded in Condo Nap
Hook 6 At Page 71 of the New Hanover County
Registry, from a point in the dividing line
between said Sunoourt Villas and Section i
Sawgrass as shown on a Aap. recorded in . Nap
Hook 31 at page 79 of said Registry. Last
said point being located 994.9 feet, as
measured in a southerly direction along the
r' extension of the easterly line of Suncourt
FS Villas from a point on the center -line of the
n bridge over Newletts Creek, all as shown on
said map of Suncoert Villas recorded in Condo
Nap Hook 6 at Page 71 of said Registry.
Running thence from said beginning point:
1. South 16 degrees 52 minutes 52 seconds
East 30.00 feet to a point; thence
a
4 2. South 73 degrees 07 minutes 08 seconds
West 30.00 feet to a pofat; thence
3. North 16 degrees 52 minutes 52 seconds
West 30.00 feet to a point; thence
A. North 73 degrees 07 minutes 08 seconds
East 30.00 feet to the point of
beginning.
Parcel 20 ACCESS EASEMENT
i06E2m with the following access easement for ingress,
egress and regress to and from the lift station above
described to State Road No. 1492:
Heginai" at a point in the westerly right -or -
Way line of Pine Grove Drive (60 foot right-
of-way, also known as Nasonboro Loop Road and
also known as S.R. 01492. Said beginning
point being located South 22 degrees 33
minutes o0 seconds East 336.25 feet as
measured along the easterly line of Suncourt
Villas as shown on a map recorded in Condo Nap
Hook 6 at Page 71 of the New Hanover County
Registry, from a point in the dividing line
between said Suncourt Villas and Section i
sawgrass as shown on a map recorded in Nap
Book 31 at Page 79 of said Registry. Last
said point being located 994.6 feet, as
measured in a southerly direction along the

extension of the easterly line of Suncourt
Villas from a point on the center -line of the
bridge over NMewletts Creek, all as shown on
said map of Suncourt Villas recorded in Condo
flap Book 6 at Page 71 of said Registry.
Running thence from said beginning point;
i. South 63 degrees 59 minutes 29 seconds
West 16.47 feet to a point; thence
2. South 16 degrees 52 minutes S2 seconds
East 7.54 feet to a point. Last said
point being the point of beginning of the
above described sewer lift station
easement; thence
3. South 73 degrees 07 minutes 08 seconds
Rest 30.00 feet along the northerly line
of the above described sewer lift station
easement to a point; thence
4. North 16 degrees 52 minutes 52 seconds
Rest 33.11 feet to a point; thence
5. North 63 degrees 59 minutes 29 seconds
East 42.19 feet to a point in the
vasterly right-of-way line of said Pine
Grove Drive. Last said point being in a
curve having a radius of 2685.39 feet;
thence
]g1e_o�L-�atd-r►iraeV0ng--tha
westerly right-of-way line of said Pine
Grove Drive as it curves to the east to
the point of beginning that is South 25
degrees 42 minutes 41 seconds East a
chord distance of 30.00 feet from the
preceding point.

R06619-014-001-001 409 Greenwich Lane
wglaning at an old iron pipe in the western
right of way line of Greenwich Lane (60.0 foot
right of way) at the northeastern corner of
Lot 238, section •G", Lansdowne Estates as
recorded n kap 'book 21; at gage 35, of e
New Hanover county Registry; running thence
from said beginning point, along the northern
line of said Lot 238 and the northern line of
a 15 foot drainage easement, North 69 degrees
19 minutes West 40.0 feet to an iron pipe;
running thence South 21 degrees 40 minutes
West 40.0 feet to an iron pipe; running thence
South 69 degrees 38 minutes Bast 36.8 feet to
an iron pipe in the western right of way line
of aforementioned Greenwich Lane (30.0 feet
from the center thereof); running thence,
along the western right of way line of said
Greenwich Lane, around a curve to the right,
to the point of beginning, said point being
North 26 degrees 18 minutes East a chord
distance of 40.0 feet from the preceding
point, the same being the northeastern portion
of aforementioned Lot 238, subject, however,
to aforementioned 15 foot drainage easement.

R05007-004-003-000 _ 5605 ATHENS LANE
All of Lot 5 in Block B of Section 2 of Green Meadows Subdivision as the same is shown on
map of Section 2 of said subdivision recorded in Map Book 6 at Page 60 in the New Hanover
County Registry.
R05009-005-041-000 237 EASTWOOD ROAD
BEING all of that property described as "Pump Station Site" on a map recorded in Map Book 27,
Page 115, New Hanover County Registry.
R04307-001-011-000 2113 W 1UTE ROAD
All those rights -of -way and easements within Meadowbrook Sections 1-8 Subdivision as shown
on the plat (s) thereof recorded in the New Hanover County Registry in
Map Book 32 Page 288; Map Book 32, Page 338; Map Book 33, Page 22; Map Book 33, Page
162; Map Book 33, Page 352; Map Book 34, Page 87; Map Book 34, Page 336 and Map Book
35, Page 23.
R04306-014-016-000 826 BAY BLOSSOM DRIVE
Well Site No. 1, Section 2, Indian Wells at Gordon Woods
BEING all that tract of land entitled "Well Site" located between the northwest end of Bay
Blossom Drive (50 foot right-of-way) and Harris Road (S.R.2117 a 60 foot right-of-way) as
shown on that map entitle "Section 2, Indian Wells at Gordon Woods" recorded in Map Book 31
at Page 346 and revised in Map Book 33 at Page 63 of the New Hanover County Registry.
R02800-004-039-000 100 PLANTATION ROAD
Being that 2.87 acres more or less, parcel more particularly described as being Lot 60 A, a
U
New Hanover County Registry.
R03600-003-098-000 100 PLANTATION ROAD
BEING all of Ranch 69, Section II, Greenview Ranches, as more particularly described in a map
of said Greenview Ranches recorded in Map Book 9 at Page 16 of the New Hanover County
Registry, reference to which map is hereby made for a more particular description.
R03600-003-059-000 100 PLANTATION ROAD
BEING all of Ranch 32 as shown on a map of Greenview Ranches, Section 1 of Ranches, by
Jack Provost, Registered Surveyor, and recorded on May 4,1967 in Map 9, at Page 48 of the

New Hanover County Registry, reference to which map is hereby made for a more particular
and detailed description.
R02800-001-152-000 7850 PLANTATION ROAD
BEING all of Ranch 101, Section V, GREENVIEW RANCHES, as more particularly described
in a map of said Greenview Ranches recorded in Map Book 13 at Page 11 of the New Hanover
County Registry, reference to which is hereby made for a more particular description.
R03611-006-007-000 150 BEAWOOD ROAD
All of Lot #52R as shown on Revised map of Lots 51 and 52 of Brickstone Estates, which map is
filed and recorded in the office of the New Hanover County Register of Deeds on January 24,
1990 in Book 30, at Page 185.
R03619-006-006-001 320 BAYSHORE DRIVE
Being a 0.040 acre tract on the south side of Bayshore Drive as shown in Deed Book 1459, Page
950, of the New Hanover County Registry.
03600-003-190-000 1741 PLANTATION ROAD
BEING all of Lot 12 (A), a 2.066 acre parcel, more or less, 0.268 acre in easements,1.798 acres,
more or less, net, as further shown in Deed Book 5081, Page 479 in the New Hanover County
Registry.
R02800-004-032-000 100 PLANTATION ROAD
Beginning at a point in the common boundary of Plantation Road and Lot 63 and the intersection
of Plantation Road and Deerfield Road, as shown on a plat of Section VIII of Greenview
point in the common boundary of Deerfield Road and Lot 63, thence west 366.9 feet to a
common boundary of Lot 63 and the northeast corner of Lot 67, thence north to a point in the
common boundary of Lot 63 and Plantation Road, thence 255.5 feet along the common boundary
with Plantation Road to the point of the beginning. Being the entire eastern portion of said Lot
63, constituting 2.26 acres, more or less, (2.68 acres, more or less including rights -of -way).

R03618-009-001-000 101 OAK RIDGE LANE
TAX PARCEL IO NO. i618-0o9-001-000
WEST BAY ESTATES WELL SITE NO, it
BEGINNING at the intersection of the.Southern-lin8 of Oak
-- Ridge Larie (45 loot right -of -ray) with the Western line
of Market Street (U.S. Highway 117 - a 100 foot right-of-
way); running thence along said Western line of Market
Street South 45 degrees 19 minutes 38 seconds best 240.0
feet to a point; thence leaving said Western line, North
44 degrees 26 minutes 2 seconds West 260.28 feet to a
Point; thence along a curve to the West having a radius
of 55.00 feet to a point located North 41 degrees 01
minutes 07 seconds East 40.0 feet from the preceding
point; thence North 75 degrees 20 minutes 27 seconds East
196.85 feet to a point in the aforesaid southern line of
Oak Ridge Lane; thence along said Southern line South S4
degrees 30 minutes 30 seconds East 167.20 feet to the
point of beginning, containing 1.13 acres more or less.
Subject, however, to an easement in favor of AT&T along
the old abandoned Seaboard Coastline right-of-way, also
shown as "Well Site" on map entitled "Section 1 English
Moor at West Bay Estates," as recorded in Map Book 34 at
Page 3 of the New Hanover County Registry.
R05105-001-025-000 0 ARBORETUM DRIVE
BEING a 3,056 sq. ft. parcel situated at the Northern End of lance Drive as shown in Deed
Book 1459, Page 956 of the New Hanover County Registry.
BEING a parcel on the South side of Bayshore Drive -as show in Deed Book 1450, Page 145, of
the New Hanover County Registry.
R02800-001-173-000 1900 PLANTATION ROAD
BEING that 2.78 acre, more or less, parcel more particularly described as being Lot 345 B, a
portion of Lot 345, Section X, Greenview Ranches, as shown in Deed Book 4999, Page 375,
New Hanover County Registry.

R03614-006-036-000 7526 OLD OAK ROAD
TAX PARCEL ID NO. 3614-006-036-000
WSST BAY ESTATES WELL SITE NO. 2
BEGINNING at a point in the southwestern end of Old Oak
Road (eo foot right-ofway) as sham on that map of
Section 1, Greenview Ranches recorded in Map Book 8, Page
25 of the New Hanover county Registry, said point being
located South 56 degrees 00 Minutes 46 seconds East 30.00
feet from the center line of Old Oak Road; running thence
along the Southwestern line of said Section 1, South 56
degrees 00 minutes 46 seconds East 222.70 feet to .r
point; thence leaving said Southwestern line South 3!
degrees 59 minutes 14 seconds Nest 175.11 feet to a
point; thence North 73 degrees 28 Minutes 26 seconds Kest
175.11 feet to a point; thence North 16 degrees 31
minutes 34 seconds East 134.77 feet to a point; thence
along a curve to the. East to the point of beginning
located North 25 degrees 15 minutes 24 seconds East
100.25 feet from the preceding point, containing 0.95
acres more or less.
R03708-002-015-M 8706 THORNBLADE CERCLE
The Pump Station Site at Thomblade Circle at Porters Neck Plantation as more fully described in
Deed Book 2666, Page 477, New Hanover County Registry.
R02900-003-096-000 827 FLITCH CREEK ROAD
Fump 8taUon rte at Ls ps err at orters ec entaUon as more y cn m
Deed Book 2666, Page 475, New Hanover County Registry.
R03700-004-095-000 650 PORTERS NECK ROAD
BEING as of those certain tracts or Woob of lend located In Wilmington, New Hanover County. NC and mom
pidoulary and spedlkre►y doeobed as the.Utipty Easement and Lift Station Site for BWe Pobnr as shown upon the
maps rsfsrernced below, which said nape are trrcoporabd heroin fully by Marenoe.
Map of Pubtio Access and Utility Easement end Uft Station Site for Blue Point recorded In Map Book 41 at Pape 28,
Now Haorwer Cooly Regiatry.
Togedar with any and ati pdvlbges, aPD~as11003. InIPWOments, heredibmants end dam whatsoever In Berea
tracts described herein. Subled, however. tow of the covenants. condtlona and restrictions of record in the Off ors
of the Register of Deeds of New Hanover County.

R03600-005-089-000 7910 MARKET STREET
BEING all that 41,916 square foot, 0.962 acre Well Site as more specifically shown on a plat of
March Oaks Subdivision, Section One, recorded in Map Book 37, Page 101, New Hanover
County Registry.
R03600-005-016-001 7998 MARKET STREET
BEING A TRACT OF LAND LYING IN HARNETT TOWNSHIP, NEW
HANOVER COUNTY, NORTH CAROLINA, AND BEING MORE FULLY
DESCRIBED AS FOLLOWS'
BEGINNING AT A POINT IN THE EASTERN RIGHT OF WAY OF U.S.
HIGHWAY 17, SAID POINT BEING THE NORTHWESTERNMOST CORNER OF
LOT 5 ACCORDING TO A MAP OF A SURVEY OF THE LANDS OF CHARITY
P. SIDBURY, PREPARED BY H.F. UNDERWOOD, RLS, AND RECORDED IN
HAP BOOK 14, PAGE 6, OF THE NEW HANOVER COUNTY REGISTER OF
DEEDS. THENCE FROM THE POINT OF BEGINNING ALONG THE RUN OF
SWEETWATER BRANCH SOUTH 75 DEGREES 17 MINUTES 00 SECONDS WEST
113.42 FEET TO A POINT; THENCE LEAVING SAID BRANCH NORTH 42
DEGREES 52 MINUTES 00 SECONDS WEST 53.51 FEET TO A POINT IN
THE EASTERN RIGHT OF WAY OF U.S. HIGHWAY 17; THE110E ALONG
SAID RIGHT OF WAY SOUTH 47 DEGREES 08 MINUTES 00 SECO11DS WEST
100.00 FEET TO THE POINT OF BEGINNING CONTAINING 0.06 ACRES
AND BEING A PORTION OF LOT 5 ACCORDING TO A MAP OF A SURVEY
OF THE LANDS OF CHARITY P. SIDBURY, PREPARED BY M.F.
UNDERWOOD, RLS, A110 RECORDED IN MAP BOOK 14, PAGE 6 OF THE
NEW HANOVER COUNTY REGISTER OF DEEDS.
R03600-005-090-000 208 BAYFIELD DRIVE
All of Well Site #2 as shown on the map entitled "Plat for Marsh Oaks Well Site #2", recorded in
MapjhoU7 Dnn+nb oe e3R l' f thNew Hanover County 4opFnrnnrn to which map is hc=by
u i
made for a more particular and detailed description.
Together with a non-exclusive easement for ingress and egress over and across the "30'
ACCESS EASEMENT' connecting the above Well Site #2 to Bayfield Drive, as shown on the
above map.
R03508-003-003-000 7307 MURRAYVILLE ROAD
BEING that 1.66 acre well site within Quail Woods, Section 13, Subdivision as shown on the
plat (s) thereof recorded in Map Book 36, Page 114 in the New Hanover County Registry.

R03511-004-064-000 1228 SHENANDOAH STREET
TAX PARCEL ID. NO. 3511-004-064-000
WELL SITE BRITTANY WOODS SECTION 10
BEGINNING at a point in the Eastern line of Shenandoah
Street- .(50.foot sight -of -way). said. point -.being the
Northernmost corner of Lot•158, section 10 Brittany Woods
and recorded in leap Book 33 at Page 374 of the Now
Hanover county Registry; running thence from said
beginning point along said Eastern line of Shenandoah
Street, North 24 degrees 03 minutes 38 seconds East 66.79
feet to a point; running thence along a curve to the East
to a point that is located North 30 degrees 49 minutes 23
seconds East 255.0 feet from the preceding point; thence
leaving said Eastern line of Shenandoah Street South 56
degrees 56 minutes 43 seconds East 120.0 feet to a point;
thence South 38 degrees 23 minutes 12 seconds East 120.0
feet to the Northernmost corner of Lot 155 as shown on
the aforesaid map; running thence with the Northwestern
line of said lot, South 48 degrees 24 minutes 24 seconds
West 170.13 feet to the Eastern corner of aforesaid Lot
158; thence along the North line of Lot 1S8, North 63
degrees 06 minutes 26 seconds West 173.24 feet to the
point of beginning.
R03510-003-021-000 278 CANDLEWOOD DRIVE
MI UUM at a point in the run of Smith Creek, said point
being the Southeast corner of the Margaret A. Olean Tract 01,
as shown in a deed from Margaret A. Olean to Robert Hill
Construction Company, Inc., and recorded in Deed Book 1109 at
page 89 in the Now Hanover County Registxyi Running thence
aim�tas West 206.05 feet to a point is the Sonthexa right of
ray line of Sagehill Drive; !Dunning thence with the southern
right of way line of 889ehi11 Drive, North 35 degrees 58
minutes Nest 201.82 feet to a point] Running thence South 03
degrees 40 minutes East 244.82 feet to a point in the run of
Smith Creek; Running thence with the run of Smith Creek, South
68 degrees 54 minutes East 21.99 feet and North 79 degreea 42
minutes East 181.25 feet to the point of beginning.
Containing 1.06 acres more or lees. The same being part of
the above mentioned Margaret A. Olsen tract 01.

R04505-007-006-000 318 PAGES CREEK DRIVE
BEING all that 4576 sq. ft. pump station site as more fully shown in Deed Book 2751, Page 363,
New Hanover County Registry. Together with an adjoining 15' and 7 %s' wide permanent water
and sewer and access easement as more fully shown in Deed Book 2751, Page 363, New
Hanover County Registry.
R07820-005-031-000 190 PASSAGE GATE WAY
BEING all that lift station site as shown on Map Book 34, Page 371, New Hanover County
Registry.
R07000-006-009-001 3523 RIVER ROAD
BEING a 0.66 acre parcel on the East side of River Road as shown in Deed Book 1464, Pago
885, New Hanover County Registry.
R07600-006-086-000 5800 RIVER ROAD
BEING all that 33, 702.32 square foot lift station site, comprising 0.744 'F, acres, more fully
show on a plat recorded in Map Book 37, Page 98, New Hanover County Registry.
R07816-006-009-000 543 CATHAY ROAD
ALL of Lot 133 in Section 3 of Monterey Heights Subdivision as the same is shown on a map of
Section 3 of said subdivision recorded in Map Book 17, Page 51 in the New Hanover County
Registry.
R07913-002-003-000 402 CATHAY ROAD
ALL of Lot 105 in Section 2 of Monterey Heights Subdivision as the same is shown on a map of
at Page 23 in the New Hanover
Registry
R04200-002-063-000 _ - 1381 KERR AVE N
BEING all that 0.31 acre parcel as shown on Map Book 36, Page 184, New Hanover County
Registry, the same being a portion of the designated "Proposed Pump Station Site".
R04200-002-065-000 _1381 KERR AVE
BEING all that 0.11 acre parcel as shown on Map Book 36, Page 184, New Hanover County
Registry, the same being a portion of the designated "Proposed Pump Station Site".

R02400-002-018-000 118 HAMPTON ROAD
ALL of the real property as specifically described as that "portion of Deed Book 900, Page 851"
as shown on a plat recorded in Deed Book 2691, Page 662 and as described in Deed Book 2691,
Page 663, New Hanover County Registry.
R02420-OM-019-000 60 STONEY ROAD
Btuot = at a paint in the Yastsru right of line of
Stony Road 460 foot -right of MW 8 said point being
the Southeast corner of Trot 216, Section 60 Walnut Ri.1ls,
we of saws being recoudsd in Mop Boot 30 at Page 20 of
the few samwer County msgistzy. meaning thence from
saiA beginning point with the Sautbazz Liza of Section 6,
ilalnmtt trills, North 76 degssss 03 minutes 45 seooa I West
183.0 feet to the Sauthirestern canons, of Lot 217 o Section
6r Walnut Bill. Said paint also being the Easteviumst
corner of Lot 267Rr Section So Walnut Bi71s, as eboion as
nap zecorded is Book 31 at Page 334 of the New
Hanover County tbamial theme with the
Ir atbeastern line of Section 6, Walnut wills, South 34
degrees 39 Minutes 30 seconds Yost 49.23 feat and South
63 degrees 50 minutes 1S seconds Yost 151.11 foot to the
Sctatbesnmost Cosner of Lot 266, Section Be Walnut Millar
as shown on sup recacded in Map Boot 31 at Page 259 of
the New samver County Registry. Honnin9 thence South 50
31 minutes 1S seconds East 266.26 feet to a
t. Tmnzug theme North 47 degrees 36 minutes 15
seconds Seat 11.10 feet to a point. Running thauce with
a care to the North to a point that is located forth 29
preceding point. Said point being located in the
Southern line of said Section 6, Walnut ei1.1s,
thence North 78 degrees 03 minutes 4S seconds Pest —5.06
feet to the point of beginning. Containing 1.19 acres
More or less.
R02615-002-086-000 0 MONTICELLO COURT
Being all that certain land designated as "LIFT STATION' as shown on a map of Heather Ridge,
Section 5, recorded in Map Book 33, Page 245, New Hanover County Registry.
Together with all improvements, fixtures and appurtenances thereto.

R02517-005-016-000 3027 HARVEST ROAD
All those rights -of -way and easements within Apple Valley Subdivision as shown on the plat(s)
thereof recorded in the New Hanover County Registry in Walnut Hills Subdivision Section 14,
recorded in Map Book 34, Page 74 and Section 15, Map Book 34, Page 75 and Apple Valley
Subdivision, Section 1, Map Book 35, Page 25 and Section 2, Map Book 35, Page 26, New
Hanover County Registry:
R02520-004-016-000 519 CARVER COURT
Beginning at a point. in the Northeastern line of the
Wrightsboro Private Schools, Inc., tract as shown on map
recorded in Book 939 at Page 719 in the New Hanovex
County Registry, said point being located North 57
degrees, 42' West 320.0 feet as measured along the
Northeastern line of the Wrightsboro Private Schools,
Inc., tract from the Northwest right of way line of Alex.
Trask Drive; running thence from said beginning point
North 32 degrees 18' East 35.0 feet to a point; thence
South 86 degrees 48' East 206.25 feet to a point in the
Northern end of Bramble Court; thence with the Northern
end of Bramble Court as it curves'to the East to a point
which is located North 11 degrees 54' 300 east 15.18 feet
from the preceding point; thence North 86 degrees 48'
West 208.55 feet to a point; thence North 03 degrees 11,
30" East 129.94 feet to a point; thence South 68 degrees
08' West 69.74 feet to a point; thence South 61'degrees
33' West 120.34 feet to a point in the Northeastern line
of the Wrightsboro Private Schools. sne____�� «
wYLAs said 19or eas •ern line South 57 degrees 42' East
170.0 feet to the point of beginning, containing 0.3
acres, more or less, SUBJECT, HOWEVER, to a drainage
easement 30 feet in width which is reserved along the
entire Southwestern line of the tract above described.
Being the same premises described as Lift Station 42 by Deed dated February 6,1980 and
recorded February 19,1980 in Book 1164, Page 1331 in the New Hanover County Registry.
R02517-006-006-000 0 BOUNTIFUL LANE
BEING all that certain tract of land denominated as "Well Site" on the plat of Walnut Hills,
Section 12, as recorded in Map Book 32, Page 202 in the New Hanover County Registry.

Being the same premises conveyed herein by Deed dated August 31,1992 from Apple Valley,
Inc., and recorded on September 8, 1992 in Book 1618, Page 1954 of the New Hanover County
Registry.
R03408-003-002-000 4322 WATSON DRIVE
All of that pared or tract deed INWP Sufic- Mfg S.R«° as shows on map of
Comptop Ceoelag S*b&d a - SeWpp t at shswa oa Map Rank 26, PW 17S aQ the
New Hawwa COMO Registry, tapellnet wkh a 2W 04 ty easement for sewn am
dewdbed as foUwm
A strip of land unirorra is width of 20 feet aad elwasg nuMeMwaedly sloop the
dlviding Ihw hetweep Lot 34 and Lot 35 Compton (kendop sobdMdm4 Sedion 2
(Map Rook 24 pope 176) to the wet ApAt of way of N.C. Hl *PW Lit, Nnence do"
and with rho west d& of way of N.C. H4*m 132 sou-beedwardb to tbk above
deMIbed Pomp Sestina trail.
Subject, however, to the 3W Drabur Basement and the IW Draloa6e Easement shown
upon Bald map.
R02620-003-007-000 2607 NORTHCE ASE PKY SE
All of that parrod or Umd dedptated'Ov bead water Nova p Tads - 0.1468 saes
as dma an nap eadttic& W" foc Record - NordoCbaae Patio of Camewa -
Sedion 1 - Revido- of Pared A sod Paned W said asap being recadal at Mop
Book 28 Page 183 of the New Hanover Coaift Repisdry, togdbw with a 26 toot
access and waft essement as shawo an aid map: ahro to@dber with a 68 fact
dninape and utUlty emwed as shown ap add map
All of that pared an tract delgaated 'Well Site No. I. 1097 S.R" as show- on snap
eaMed 'Nap for Record - Amssam NertiQue Caeporadianr - Ud tr F.asasedg and
map being recorded at Map Book A Page 233 of the New Hanover Comity Registry,
together with the 36 fed udllty and scans easement show- upon said snap; also
together with the 15 fat ud ty and saves easement shown upon sdd -uq; also
togedw with the 100 fed ut ft enewad shown upon said aM also together with a
30 fed ud ty and dcdwr easement shoo- upon aid sap

R01100-006-039-000 205 LINVILLE DRIVE
BEING all that parcel identified as "new Hanover County Lift Station at Bridgewater Bluffs -
Phase II" as more fully shown on a plat recorded in Map Book 41, Page 37, New Hanover
County Registry.
--' R01800-006-009-000 4447 PARMELE ROAD
BEING all that pump station site as more fully shown in Deed Book 2830, Page 770, New
Hanover County Registry, together with a forty-five foot (45') wide permanent utility easement.
R04200-001-024-001 1391 HERR AVE N
BEGINNING AT A POINT in the western line (50.0
feet from the centerline) of North Kerr Avenue
(state Road 1175), said beginning point being
located from the point of intersection of the
centerline of North Kerr Avenue (state Road
1175) and the center of the bridge over Smith
Creek North 11 degrees 29 minutes West 40.84
feet North 13 degrees 30 minutes West 76.69 feet,
North 26 degrees 51 minutes West 139.36 feet,
North 38 degrees 52 minutes West 84.73 feet,
North 41 degrees 13 minutes West 108.75 feet,
and South 48 degrees 47 minutes West 50,00 feet;
running thence from said Beginning point South 48
degrees 47 minutes Nest 100.00 feet to a
thence North 41 degrees 13 ml nl%,.�e t.__.
t=hence North 48 degrees 47 minutes
Bast 100.00 feet to a point in the Western line
Of North Kerr Avenue (State Road 1175), thence
with said western line of North Kerr Avenue
(State Road 1175) South 41 degrees 13 minutes
Bast 100.00 feet to the Point of BEGINNING,
and being the same property Conveyed to New
Hanover County from Hanover CasiPAnY, a North
Carolina Corporation, by warranty deed dated
January 7, 2976, and recorded March 25, 1976,
in Book 1057 at page County Registry. 860 of the New Hanauer

R01807-001-010-000 310 DEERFIELD ROAD
BEING all of Lot 32 and that tract designated as Well Site Prince George Estates Subdivision,
according to a map of same recorded in Map Book 16, Pages 50 and 50A of the New Hanover
County Registry, reference to which is hereby made for a more particular description, together
with an easement or right of way over all of the streets in Prince George Estates Subdivision as
shown oa th6 aforesaid rhAp; for the purpose of Inaintain'tng, installing end repairing water
distribution lines, mains and valves.
R0IBII-001-001-000 2 DEERFIELD ROAD
BEING all of Lot 32 and that tract designated as Well Site Prince George Estates Subdivision,
according to a map of same recorded in Map Book 16, Pages 50 and 50A of the New Hanover
County Registry, reference to which is hereby made for a more particular description, together
with an easement or right of way over all of the streets in Prince George Estates Subdivision as
shown on the aforesaid map, for the purpose of maintaining, installing and repairing water
distribution lines, mains and valves.
R03805-002-008-000 8545 BALD EAGLE LANE
The Pump Station located on Lot 35A at Porters Neck Plantation as more fully described in Deed
Book 2865, Page 485, New Hanover County Registry.
Together with, a 2260 square foot access easement to the Pump Station Site as more fully
described in Deed Book 2865, Page 486, New Hanover County Registry.
R03611-002-004-000 7858 RAMTREE ROAD
Being all that lot designated as "Well Site" upon the map of Brickstone Estates, Section 1,
recorded in Map Book 16, at Page 31, of the new Hanover Registry, reference to which is hereby
made for a more particular description.

R03512 007 003 000 7405 OVAIL WOODS ROAD
S. Lift Station Teemooraty Basement with Co in0 tion
Ste: Coastal Carolina Developers, Inc. and coastal Carolina
Utilities, Inc. have bargained and sold and by these presents do
bargain, sell and convey to the Grantee a temporary right and
easement-, 8ubjeat: however: to the lbdtattaw-tMMaih ooi►taiii®il
for the installation, replacement, maintenance, repair and
operation of the Quail Woods section 1 Lift Station, which Lift
Station Easement is described as follows:
Being all that Tract of lain! entitled 'Utility Site' an
the South side of Hu rrmyville Road and joining Lot 11OR
as short: on that Nap entitled ■Revision of Lots 104
through 110, Section 1, Quail Woods Subdivision` as
recorded in Cap Book 27 at Page 123 of the New Hanover
County Registry_
This conveyance of the Lift Station Temporary Easement at
Quail hoods Section i shall terminate when it is no longer needed
by the Grantee as a lift station and when the lift station is
disassembled and removed by the Grantee. This conveyance is
expressly subject to the condition subsequent that the Grantee
shall we and operate this easement tract only for a sewer lift
station and sewer for and/or gravity main or mains. If the
Grantee shall abandon this Lift station Easement or discontinue the
use of the lift station thereon, then this Lift Station Basement
shall t wainate.
To have and to hold the aforesaid easement and all privileges
thereunto belonging to the Grantee, subject, however, to the above
conditions and reservations and subject expressly to the condition
subsequent stated above.

R03518-005-002-000 605 GOVERNORS ROAD
TU PARCEL+ ID NO. R03518-003-002-000
JIM errs u
lO MM= DEN from Reavis Ho18ee, IDe. tb King's Grant Watei
Company recorded July 12, 1974 in Hook 1009 at Page 514 of the
New Hanover County Registry and described as follows:
BROIRUG at a point in the northern line of Reavis Homes,
Inc. tract, said point being located north 46 degrees, is
minutes, 30 seconds east, 288.25 feet and north 75 degrees, 41
minutes, 30 seconds west 470.0 feet from the intersection of
the northwestern line of Harris Road with the southern line of
Governors Road (said intersection point being the most eastern
corner of Lot 156 of Parkwood Estates, Section 4, as the same
is shown on a map recorded in ,Map Book 12 at Page 40 of the
New Hanover County Registry) and running thence from said
beginning point, north 75 degrees, 41 minutes, 30 seconds west
182.63 feet along Reavis homes, Inc. northern line; thence
south 14 degrees, 19 minutes, 45 seconds west, 173.81 feet to
a point in the northern line of a proposed sixty -foot street;
thence along the northern line of said proposed sixty -foot
street as it curves slightly to the right to a point in the
northwestern line of Governors Road, which point is south 48
degrees, 57 minutes east 142.0 feet from the preceding points
thence VAmftheastwardly along the northvestern line of said
Governors Road to a point which is north 60 degrees, 35
minutes east 124.27 feet from the preceding point; thence
north 1 degree, 42 minutes, 30 seconds east 155.5S feet to the
point of Beginning.
R03512-007-004-000 1200 DOVE FIELD DRIVE

minutes 32 ssa onds •Bast 15B0a96 ifeetlfzom thenend of9thee9southern
rigbt-of-rap of lira Acre Road, thence ftoa the point of begin-
ning ruas North 93 degrees 28 minutes 57 seconds West 143.90 feet
to an icon pipes runs thence South 87 degrees 42 minutes 25
seconds Beat 500 feet to en iron pipes tuns thecae through a long
gh .84nib_.80_degraea_57 sinutes_.25..seonds-Bast-347.56 feet -
to -an icon pipes runs thence South 74 degrees 12 minutes 25 seconds
Bast 735t56 feet to an iron piper runs thence through a long
chord South 49 degrees 16 minutes 17 seconds Bast 425.75 feet to
an iron pipet cans thence South 24 degrees 20 minutes 09 seconds
Bast 236,40 feet to an iron pipet runs thence North 65 degrees 39
minutes 51 seconds Bast 694.51 feet to an iron pipes runs thence
through a long chord South 32 degrees 17 minutes 13 seconds Bast
10844 feet to an iron pipet runs thence South 24 degrees 20
minutes 09 seconds East 52.50 feet to an iron piper runs thence
North 65 degrees 39 minutes 51 seconds Bast 50.00 feet to on iron
piper runs thence North ,24 degrees 20 minutes 09 seconds West
52.50 feet to an iron pipet runs thence on a long ebotd North 31
degrees 22 minutes 6 seconds West 108.31 feet to an iron pipe;
runs thence North 65 degrees 39 minutes 51 seconds Bast 183.67
feet to an iron piper runs thence South 54 degrees 55 minutes 36
seconds East 297.65 feet to a concrete motatmentt tuna thence
South 33 degrees 56 minutes 01 second West 2152.26 feet to a
concrete monuments runs thence South 77 degrees 55 minutes 58
seconds West 1131.41 feet to an icon pipes tuns thence North 15
degrees 42 minutes 26 seconds Vast 410.61 feet to an icon pipes
runs thence North 56 degrees 16 minutes 01 second Bast 363.00
feet to an icon piper runs thence North 60 degrees 22 minutes 46
seconds Bast 112.98 feet to an iron piper runs thence South 81
degrees 16 minutes 41 seconds Bast 98.16 feet to an iron piper
runs thence South 65 degrees 59 minutes 14 seconds East 144.48
feet to an iron piper runs thence North 54 degrees 13 minutes 12
seconds Bast 53.00 feet to an iron piper runs thence North 16
degrees 49 minutes 14 seconds West 633.92 feet to an iron pipet
runs thence North 83 degrees 33 minutes 23 seconds West 556.00
feet to an icon pipes runs thence North 16 degrees 12 minutes 04
seconds West 162.53 feet to an iron pipes runs thence North 83
degrees 33 minutes 23 seconds West 200.00 feet to an iron pipet
theme North 16 d rece- SS minutes 30 seconds Veut 65.21 feet
an iron pipes thence South 63 degrees 33 minutes 23 seconds East
149.96 feet to an iron pipet thence North 07 degrees 47 minutes
56 seconds East 95.75 feet to an iron piper thence North 07
degrees 46 minutes 37 seconds Bast 90.00 feet to an iron piper
thence North 07 degrees 45 minutes 49 seconds East 93.65 feet to
an icon piper thence North 09 degrees 18 minutes 24 seconds East
96.19 feet to an icon pipet thence North 11 degrees 56 minutes 15
seconds Bast 96.19 feet to an iron pipet thence North 14 degrees
34 minutes 06 seconds East 96.19 feet to an icon pipet thence
North 16 degrees 49 minutes 22 seconds East 92.93 feet to an iron
pipet thence North 17 degrees 07 minutes 35 seconds East 86.00
feet to an icon pipes thence North 81 degrees 22 minutes 47
seconds West 38.48 feet to an iron pipet thence North 86 degrees
10 minutes 04 seconds West 60.93 feet to an iron pipet thence
North 67 degrees 42 minutes •25 seconds West 400.39 feet to an
iron piper thence North 16 degrees 33 minutes 30 seconds West
213.27 feet to an iron piper thence North 03 degrees 28 minutes
57 seconds West 143.90 feet to the point of beginning the same
containing 84.87 acres, more or less.

R05620-003-013-000 6337 OLEANDER DRIVE
BEGINNING on an iron on the western right=ofway of U.S. 76 (Oleander Drive), said
right-of-way having a width of 100 feet, said beginning point being located North 25 degrees 11
minutes 3 seconds East 703.91 feet from a point at the intersection of the centerline of Oleander
Drive and Bradley Drive; proceed from said beginning point with the western right-of-way of
Oleander Drive a curve to the left having a radius of 1385.52 feet and a chord of North 21
degrees 38 minutes 10 seconds East 69.34 feet to a point on said right-of-way, thence continuing
with said right-of-way and said curve a chord of North 18 degrees 56 minutes 42 seconds East
60.81 feet to an iron, thanes North 59 degrees 50 minutes 00 seconds West 130.86 feet to an iron,
thence South 23 degrees 55 minutes 34 seconds West 129.98 feet to an iron, thence South 59
degrees 50 minutes 00 seconds East 138.96 feet to the point of beginning, according to a survey
by Hanover Design Services in January of 1989. All hearings arc magnetic relative to Map Book
20, Page 50.
EXCEPTING from the above described tract an easement to the City of Wilmington as
shown and described in Deed Book 1440 at Page 1204. New Hanover County Registry.
ALSO EXCEPTING from the above described tract an easement to TLC Properties, hk.
as described in Deed Book 5094 at Page 2141, New Hanover County Registry.

TY:
11`017011
0
REBECCA P. SMITH
REGISTER OF DEEDS, NEW HANOVER
216 NORTH SECOND STREET
WILMINGTON, NC 28401
Filed For Registration: 07/11/2008 11:39:27 AM
Book: RE 5330 Page: 1728-1765
Document No.: 2008029339
DEED 38 PGS $122.00
Recorder: JOHNSON, CAROLYN
State of North Carolina, County of New Hanover
YELLOW PROBATE SHEET IS A VITAL PART OF YOUR RECORDEp DOCUMENT.
PLEASE RETAIN WITH ORIGINAL DOCUMENT AND SUBMIT FOR RE-RECORDING.
*2008029339* Pocu EwoF
2008029339

EZZZZZZZZZZ=,
ECS CAROLINAS, LLP July 7, 2008
CAR MauiShioe sc,1rE� •Construction Materials ° Environmental • Facilities
Highfill Infrastructure Engineering, P.C.
3804 Park Avenue, Unit A
Wilmington, North Carolina 28403
Re: Seasonal High Water Level Estimation
Pump Station 35
Wilmington, North Carolina
ECS Project No. 22.14224
Dear Mr. Shivers,
ECS Carolinas, LLP (ECS) recently conducted an estimation of the Seasonal High Water Level (SHWL)
for the storm water treatment area at the Pump Station 35 in Wilmington, North Carolina. This letter,
with attachments, is the report of our estimation.
Field Testing
On July 1, 2008 ECS conducted an exploration of the subsurface soil and ground water conditions at two
requested location shown on the attached Site Diagram. ECS met with W. Paul Shivers with Highfill in
order to locate the borings. The purpose of this exploration was to obtain subsurface information of the
in -place soils for the proposed storm water treatment areas. We explored the subsurface soil and ground
water conditions by advancing hand auger borings into the existing ground surface at the requested boring
locations. We visually classified the subsurface soils and obtained representative samples of each soil
type encountered. We also recorded the ground water level observed at the time of each hand auger
boring. The attached SHWL sheet provides a summary of the subsurface conditions encountered at each
hand auger boring location.
The ground water level and the seasonal high ground water level (SHWL) were estimated at each boring
location below the existing grade elevation. Below is a summary of each boring location.
Location
Water Level
SHWL
1
Auger Refusal @ 36"
Auger Refusal @ 36"
2
96 inches
40 inches
The SHWL may vary within the proposed site due to changes in subsurface conditions and elevation.
Several borings were terminated due to auger refusal between 12 and 36 inches below the existing grade
elevation (gravel backfill). Please see the attached drawing illustrated the area of refusal.
If you have any questions regarding this report, please contact us at [phone].
Respectfully,
ECS�CAROLINAS, LLP
K. Brooks WaL�_.
Staff Geologist
Attachments: Site Diagram/SHWL sheet
4 SolWalid . , P. gHd���
Principal Engineer
7211 Ogden Business Park • Suite 201 • Wilmington, NC 28411 • [phone] • Fax [phone] • www.ecslinrited.com
Asheville. NC - Charlotte, NC • Greensboro, NC • Greenville, SC • Raleigh, NC • Swansboro, NC * • Wilmington, NC
. testing services only

EXISTING
PROPERTY
LINE
_ � r
EXISTING
BUILDING
'A OFWUSAL
z L--
N
•' 2
EXISTING GRAVEL EXISTING
DRIVEWAY BILLBOARD
n rt, ,n,•.,..n.:rr
EXISTING WASTEWATER
PUMP STATION AND
APPURTENANCES
a0 P
m
SITE MAP
98Dt Puk Av IhWM
PS 35 EXPANSION°ri�'ai�"o.9ia
eie'
PROPOSED BORE LOCATION
Fm, Bt&813-0013
vnvn•.M1beumm
�nm �rw
Infrastructure Engineering, P.C. tiP
„W„�.„,,,p,,,,,, nor xotc,geq wncoxornmronox
SIIWL LOCATIONS
0
Pump Station 35
Wilmington, NC
ECS Project No. 22-14224
July 1, 2008
p
KBW
P>!d►A®0_BMASI

Season High Water Level Estimation
Pump station 35
Wilmington, North Carolina
ECS Project No. 22.14224
July 1, 2008
Location Depth Soil Description
1 0-12" Grey gravely SAND
12"-24" Tan/grey silty CLAY
24"-36" Brown silty SAND w/heavy organic debris
Auger refusal @ 36"
The Seasonal High Water Table nor the Water Table were encountered due to the
backfill conditions and auger refusal.
Location Depth
2 0-6"
6"-12"
12"-40"
40"-90"
90"-100"
Soil Description
Grey silty SAND
Orange CLAY w/ sand
Tan/grey fine SAND
Orange/tan sandy CLAY
Greenish/grey fine SAND
Seasonal High Water Table was estimated to be at 40 inches below the existing
grade elevation.
Ground water was encountered at 96 inches below the existing grade elevation.

Hydrograph Summary Report Hydraflow Hydmgraphs Extension for AutoCADS Civil 3DO2010 by Autodesk, Inc. v9.24
Hyd.
No.
Hydrograph
type
(origin)
Peak
now
(cfs)
Time
interval
(min)
Time to
Peak
(min)
Hyd.
volume
(cult)
Inflow
hyd(s)
Maximum
elevation
(ft)
Total
strge used
(cuft)
Hydrograph
Description
1
Rational
0.283
1
5
85
---
--
—
PS 35 Pre Construction
2
Rational
0.583
1
5
175
---
--
--
PS 35 Post Construction
PS 35 Expansion Sand Filter—As-built.gpw
Return Period: 1 Year
Wednesday, Nov 9, 2011

2
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2010 by Autodesk, Inc. v9.24
Wednesday, Nov 9, 2011
Hyd. No. 1
PS 35 Pre Construction
Hydrograph type
= Rational
Peak discharge
= 0.283 cfs
Storm frequency
= 1 yrs
Time to peak
= 5 min
Time interval
= 1 min
Hyd. volume
= 85 cuft
Drainage area
= 0.130 ac
Runoff coeff.
= 0.35
Intensity
= 6.230 in/hr
Tc by User
= 5.00 min
OF Curve
= Wilmington.IDF
Asc/Rec limb fact
= 1/1
0 1
Hyd No. 1
PS 35 Pre Construction
Hyd. No. 1 -- 1 Year
Q (cfs)
0.50
0.45
0.40
0.35
0.30
0.25
0.20
0.15
0.10
0.05
000
2 3 4 5 6 7 8 9 10
Time (min)

3
Hydrograph Report
HydraBow Hydrographs Extension for AutoCAD® Civil 3DO 2010 by Autodesk, Inc. v9.24
Wednesday, Nov 9, 2011
Hyd. No. 2
PS 35 Post Construction
Hydrograph type
= Rational
Peak discharge
= 0.583 cfs
Storm frequency
= 1 yrs
Time to peak
= 5 min
Time interval
= 1 min
Hyd. volume
= 175 cuft
Drainage area
= 0.130 ac
Runoff coeff.
= 0.72*
Intensity
= 6.230 in/hr
Tc by User
= 5.00 min
OF Curve
= Wilmington.IDF
Asc/Rec limb fact
= 1/1
Composite (Area/C) = [(0.050 x 0.35) + (0.080 x 0.95)1 / 0,130
•
�� tttttttttttttt�.0
3 4 5 6 7 8

4
Hydrograph Summary Report Hydraflow Hydrographs Extension for AutoCAD®Civil 3002010 by Autodesk, Inc. v9.24
Hyd.
No.
Hydrograph
type
(origin)
Peak
flow
lots)
Time
interval
(min)
Time to
Peak
(min)
Hyd.
volume
(cuft)
Inflow
hyd(s)
Maximum
elevation
(fit)
Total
strge used
(cuft)
Hydrograph
Description
1
Rational
0.581
1
5
174
--
----
PS 35 Pre Construction
2
Rational
1.196
1
5
359
—
—
--
PS 35 Post Construction
PS 35 Expansion Sand Filter_As-built.gpw
Return Period: 100 Year
Wednesday, Nov 9, 2011

5
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil M 2010 by Autodesk, Inc. v9.24 Wednesday, Nov 9, 2011
Hyd. No. 1
PS 35 Pre Construction
Hydrograph type
= Rational
Peak discharge
= 0.581 cfs
Storm frequency
= 100 yrs
Time to peak
= 5 min
Time interval
= 1 min
Hyd. volume
= 174 cuft
Drainage area
= 0.130 ac
Runoff coeff.
= 0.35
Intensity
= 12.780 in/hr
Tc by User
= 5.00 min
OF Curve
= Wilmington.IDF
Asc/Rec limb fact
= 1/1
0 1
Hyd No. 1
PS 35 Pre Construction
Hyd. No. 1 -- 100 Year
Q (cfs)
1.00
0.90
0.80
0.70
0.60
0.50
0.40
0.30
0.20
0.10
0.00
2 3 4 5 6 7 8 9 10
Time (min)

0
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3DO 2010 by Autodesk, Inc. v9.24 Wednesday, Nov 9, 2011
Hyd. No. 2
PS 35 Post Construction
Hydrograph type
= Rational
Peak discharge
= 1.196 cfs
Storm frequency
= 100 yrs
Time to peak
= 5 min
Time interval
= 1 min
Hyd. volume
= 359 cuft
Drainage area
= 0.130 ac
Runoff coeff.
= 0.72`
Intensity
= 12.780 in/hr
Tc by User
= 5.00 min
OF Curve
= Wilmington.IDF
Asc/Rec limb fact
= 1/1
Composite (Area/C) = [(0.050 x 0.35) + (0.080 x 0.95)] / 0.130
Q (cis)
2.00
1.00
0.00
0 1
— Hyd No. 2
PS 35 Post Construction
Hyd. No. 2 -- 100 Year
2 3 4 5 6 7 8 9
Q (cfs)
2.00
1.00
1 0.00
10
Time (min)

Pump Station 35 Expansion
Sand Filler Design Calculations
for
Cape Fear Public Utility Authority
DA Dslnwe Fi
eam • Or ee C4as rafdn S ND
Roofiine of 1994 bldg 1668 so ft 9355
Gen 494 sq It B70
Fuel 400 sq It 112
Rooflina of 1959 bldg 1113 so it
Casite Acres = 0.104 Acres
Onsito Impervious Area - 0 Gael Acres
Of sde Area = 0.WO Acres
Of site Impervious Area = 0.000 Acres
Total Area = 0.134 Acres
Total Impervious Area = 0084 Acres
Percent Impervious = Impervious drainage area (acresy0rainlege Area (arises) = 630 %
!)•Yrm na vol me to tte eoM ollad hom 1.3 IncA storm
Rv = runoff coefficient = storm runoff (inches) / storm rainfall (inches)
I = Percent impervious = impervious portion of the storage area (acres) I Drainage area (acres)
Rv=0.05+0 X,9(1)
Rv=0.05+0.009- 63.0 0617(in /in)
Volume to be controlled from the design storm event per Schueler (1987) "Simple Method'
Design rainfall 1.5 (in)
Rv = 0.617 (in / in)
Drainage Area = 0.134(acres)
Volume required (d) = rainfall (in) x Rv (in / in) x Drainage area (acre) x 1112 (feet I inches) x 43560 (at I acre)
Vuq = 1.5 0617 0.134 0OB33 43560 = 450 putt
Delaware Sand filter storage volume above sand surface
chamberwidth = 8.00 f1 Includes both forebay and filter chambers
chamber length = 36,0 it
chamber depth above sand surface 1.58 1
Cross -sectional Area (A) = depth Width = 12.64 sot
Volume proposed= 12.6 of 36.0 = 455 cull
Volume proposed = 455 > V,.y = 450 cuff
OK -basin volume sufficient for design event
e rmina Water Quail alum*
VdQV (wft) =Water Quality Volume using Sculers Simple Method
VVW=(R,/1)-(Macresyi)'(43,560si acre)'(1.5 InchRamil)'(1112)
Rv = 0617
Aq = Drainage area to sandfilter = 0.134 acres
NAV= 0.62 0,134 43560 0.083 = 299.946 cu0
VVGVadl = 075-MV = 224.96 cult
Eatabllah Maximum tread n sand tll r and determine aurtad sa meMation Basln and SandffQer
h. = average head on the sand filter 0 79 it
max. head on sand filter (26) = 1.58 B
A, = Surface area of the sed basin
A, = Surface area of the sand filter
Therfore the minimum As+Af = 142.38 soft
Minimum Sedimentation Basin Surface Area based on Camp Hazen Equation
(assumes Trap Efficiency of the chamber to be 0.9 (unitless) and the settling velocity to be 0.0004 Ns)
A, = 240-R,'Ad
A. - 240 0.617 0,134 19.83 soft
Minimum San i fiaer bed by Darcys Law
or = depth of the sane filter bad = 3 00 fl
k = coatof permeability for the sand filter bed = 3 50 Wei per NCDENR Stormwater BMP Manual (July 2007)
t= time required to drain the WOV through = 1 66 day Par NCDENR Stormwater BMP Manual (July 2007)
sand filler
At = = 40.86 scift
Prepared by.
Highfill Infrastructure Engineering, PC
Page 1 of 2

Pump Station 35 Expansion
Sand Filter Design Calculations
for
Cape Fear Public Utility Authority
urface area of the sediment basin plus combined with the sand filler multiplied by the max filter depth must W greater than the water quality volume
a designed (AHAs)'hmax > WOV
95.90 299946 No- min surface area calculated will not contain WO
I ryd storage 1,5 inch storage volume > WOV
450 299946 OK -required 1.5 inch storage volume will contain WOV
Actual Volume provided > WOV
455 299.946
OK - provided volume Will contain WOV
flow rate through soil media and apply a safely factor of 10 (this will be the undertlrain design flow)
Maximum filler infiltration rate= 4 8 inlhr Based on nonwoven geotextile specification
Convened infiltration rate = 0.0067 We
Filter surface area = 144 sgfl
Max flawrete through filter= 0.96 cuflb
Flow rate through filter with Safety factor of 10 =
0=((16'0'n)/(S"O. 5))"(3/8) _
Minimum number of 4" diameter undertlrain pipes required=
Minimum number of 6" diameter undertlrain pipes required=
9 fi0 curs
7.80 inches Using 0.5% slope and n=0.11
2
2 Install 36" undertlrain pipes
outlet pipe diameter based using peak flow of the max flow rate through the filter and overflow
Peek Flow through filter media =
960 cufVs bused on Uncommon Design
Weir Length =
4.00 it
Max weir height =
0 42 it
Peak Flow through filter overflow =
3.27 curs based on the weir equation 0 = C'L'W(3/2)
Taal flow =
12.87 cattle
on mannings equiation the minimum diameter based on a known flow = (2,
1589-n'(0/Sx(112))"(3/8)
n =
00010 based on PVC cutlet pipe
S =
0.01 1%slope as indicated on plans
Sandfilter Drawdown time = Proposed VolumelMax flow to filter
455 cult / 0.58 curs =
062 8
7 in. Minimum pipe diameter to convey full few M given slope
78045 a = 0.22 hours
Prepared by.
Mighfill Infrastructure Engineering, PC
Page 2 of 2

HIGHFILL INFRASTRUCTURE ENGINEERING, PC
SAND FILTER BOUYANCY CHECK
PRO': Pum Station 35 Expansion
FOR: Ca a Fear Public Utility Authority
BY: PRS Checked: JRC
DATE: 2/1312009
Note: Dimensions used for calculations from Pump Station 35 Expansion drawing C-1.2
Volume of Concrete
Bouyancy:
Tank Base
Base Width A
42.17 FT
(9" extension)
Tank Volume Displaced:
2536.96 CUFT
Base Width B
10.92 FT
(9" extension)
Assume completely submerged
Base Thickness
1.00 FT
Base Volume
460.50 CUFT
VOL OF WATER DISPLACED:
2536.96 CUFT
Tank Walls
UNIT WT CONC.
62.4 #/CUFT
Tank (OD) Length
40.67 FT
BOUYANT FORCE:
158306 #
Tank (OD) Width B
9.42 FT
Tank Wall Thickness
0.42 FT
Wall Height
5.42 FT
Tank Wall Volume
278.17 CUFT
Tank Lid
Tank (OD) Length
39.83 FT
Tank (OD) Width
8.58 FT
Tank Lid Thickness
0.42 FT
3 Small Hatches
6.75 SOFT
(1.5'x1.5')
3 Large Hatches
18.00 SOFT
(4'xl.5')
7 Grates
56.00 SOFT
(2'x4')
Lid Volume
109.62 CUFT
Tank Inner Wall
Wall Length
39.83 FT
Wall Height
5.00 FT
14 Small openings
4.67 SOFT
(1.33'x0.25')
1 Large opening
2.50 SOFT
(3'x0.83')
Wall Thickness
0.58 FT
Interior wall volume
111.35 CUFT
TOTAL VOL OF CONIC: 959.6 CIF
UNIT WT CONC. 150 #/CF
CONC. WEIGHT: 143945 #
Add Soil Weight (if extended base)
Tank OD area: 383.11 SOFT
EXTENDED BASE AREA: 460.50 SOFT
DEPTH OF BURY: 5A2 FT
VOL OF SOIL ANCHOR: 419.43 CF (NO REFRACTION ANGLE = S.F.)
UNIT WT SOIL: 65 #/CF (SATURATED)
SOIL WEIGHT: 27263 #
Total Weight = 171207 # Total Bouyancy = 158306 #
Note: Total weight does not include castings, hatches, grates or outlet chamber baffle walls
SF: 1.00
Check: OK
If ADD ANCHOR, Volume of Conc Req'd =-1227.4 CIF

uWQU EO L
Date Received
Fee Paid
Permit Number
Applicable Rules: ❑ Coastal SW -1995 ❑ Coastal SW - 2008 ❑ Ph II - Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M mt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
L 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.):
Pump Station 35 Expansion
2. Location of Project (street address):
6337 Oleander Drive
City:Wilmington County:New Hanover Zip:28403
3. Directions to project (from nearest major intersection):
On US 76 (Oleander Drive) approximately 1 mile south of intersection of US 76 (Oleander Drive) and US 74
(Eastwood Road)
4. Latitude:34* 12' 49.5" N Longitude:77* 50' 05.5" W of the main entrance to the project.
It. 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 numberSW8 081222 , its issue date (if known)February 27, 2009 , and the status
of construction: ❑Not Started []Partially Completed* ® Completed* "provide a designer's certification
2. Specify the type of project (check one):
❑Low Density ®High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application, list the stormwater project number, if
assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major ®Sedimentation/Erosion Control _
❑NPDES Industrial Stormwater ❑404/401 Permit: Proposed Impacts
ac of Disturbed Area
bAf any of these permits have already been acquired please provide the Project Name, Project/ Permit Number,
issue date and the type of each permitErosion Control Project NNewHa-2009-004 issued August 26, 2008
FormSWU-101 Version07Jun2010 Pagel of6

Ill. 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 proiect):
Applicant/Organization: Cape Fear Public Utility Authority
Signing Official & Title:Matthew W. Jordan Chief Executive Officer
b.Contact information for person listed in item I above:
Street Address:235 Government Center Drive
City:Wilmington State:NC Zip:28403
Mailing Address (if applicable):235 Government Center Drive
City:Wilmington State:NC Zip:28403
Phone: [phone]
Email:matt.'[e-mail]
Fax: (910 ) 6066
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/
Signing Official &
b.Contact information for person listed in item 2a above:
Street Add
State:
Mailing Address (if
Zip:
Phone: ( ) Fax:
Email:
3. a. (Optional) Print the name and title of another contact such as the projects construction supervisor or other
person who can answer questions about the project:
Other Contact Person/ Organ ization:Cape Fear Public Utility Authority
Signing Official & Title:Chris Bowling Project Manager
b.Contact information for person listed in item 3a above:
Mailing Address:235 Government Center Drive
City:Wilmington State:NC Zip:28403
Phone: (910 ) 332-6673
[e-mail]
Fax: [phone]
4. Local jurisdiction for building permits: New Hanover County
Point of Contact: Phone #:
FormSWU-101 Version07Jun2010 Page 2of6

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the Stormwater runoff will be treated.
Stormwater from the pre-1988 building the 12ost-1988 building on the south side of the site along with the
proposed venerator and fuel tank will be treated by a buried pre -cast concrete sand filter.
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW -1995 ❑ Ph II - Post Construction
3. Stormwater runoff from this project drains to the Cape Fear River basin.
4. Total Property Area: 0.55 acres 5. Total Coastal Wetlands Area: 0.049 acres
6. Total Surface Water Area: 0 acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) -Total Surface Water Area (6) = Total Project
Area':0.501 acres
Total project area shall be calculated to exclude the folloroing the normal pool of impounded structures, the area
behoeen the banks of streams and rivers, the area below the Normal High Water (NHW) line or Mean High Water
(MHW) line, and coastal wetlands landroard from the NHW (or MHW) line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landroard of the NHW (ar MHW) line nray
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 45.9 T.
9. How many drainage areas does the project have?3 (For high density, count 1 for each proposed engineered
storrmvater 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.
85s"iri Infoiiriatidn + -1'4
`�Draina`e Area ';
,afna`e Acq#A
I D7aina eW 3
Drains a+Area';
Receiving Stream Name
see attachment
see attachment
see attachment
Stream Class *
Stream Index Number
Total Drainage Area (sf)
On -site Drainage Area (sf)
Off -site Drainage Area (sf)
Proposed Impervious Area**(so
I
% Impervious Area** total
I'm ervious": urfaee:Area
+Drains e'�Area
sine e Area .
lDra ria a Aiea i!
.5i a i`
�Fhama e)A'rea ':5
On -site Buildings/Lots (sf)
On -site Streets (so
On -site Parking (so
On -site Sidewalks (so
Other on -site (sf)
Future (so
Off -site (sf)
Existing BUA*** (so
Total (so:
Strewn Class and Index Number can be determined at: hutty://yortal.ncdenr.org oebhoa/ps/csu/classifications
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidermalks, gravel areas, etc.
Form SWU-101 Version 07Jun2010 Page 3 of

***Report only that amount of existing BUA that will remain after development. Do not report any existing BUA that
is to be removed and Which Will be replaced by new BUA.
11. I -low was the off -site impervious area listed above determined? Provide documentation. N/A
Projects in Union County: Contact DIVQ Central Office staffto check if the project is located within a Threatened 8r
Endangered Species %vatershed that may be subject to more stringent stormvater 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 htti)://r)ortal.ncdenr.orL/web/wci/ws/su/bmr)-nianual.
VI. SUBMI17ALREQUIREMENTS
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 fromhttp://portal.ncdenr.org/web/wq/ws/su/statesw/forms does. Thecomplete
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 ham://portal.ncdenr.org/web/wci/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 ham://portal.ncdennorg/web/wq/ws/su/statesw/forms dots.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form.
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form. (if required as per Part Vit 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/onesto2express.html for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/management for _
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'/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 MFIW or NF{W line of tidal
waters, and any coastal wetlands landward of the MHW or NFIW 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.
I. Details of roads, drainage features, collection systems, and stormwater control measures.
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
Form SWU-101 Version 07Jun2010 Page 4 of

9. Copy of any applicable soils report with the associated SH WT 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"x1l" 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 verfij the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: 5330 Page No: 1728 _
1"I. For corporations and limited liability corporations (LLC): Provide documentation from the NC _
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.
h ttp: / /www.secretary.stite.nc.us/Corporations/CSearch.aspx
VIL DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be
provided as an attachment to the completed and notarized deed restriction form. The appropriate deed
restrictions and protective covenants forms can be downloaded from
ham://portal.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.
Vill. 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:Paul R. Shivers, P.E.
Consulting Firm: Fliehfill Infrastructure Engineering, PC
Mailing Address:3804 Park Avenue
City:Wilmington
Phone: [phone]
1'smail:pshivers©hiepc.com
State:NC Zip:28403
Fax: [phone]
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
1, (print or type name of person listed in Contact Information, item 2a) certify that I
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Information, item 1a) with (print or type nature of organization listed in
Contact Information, item 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.
Form SWU-101 Version 071un2010 Page 5 of6

As the legal property owner 1 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.
Signatu
a Notary Public for the State of County of
do hereby certify that
before me this _ day of
stormwater permit. Witness my hand and official seal,
X. APPLICANT'S CERTIFICATION
SEAL
personally appeared
and acknowledge the due execution of the application for a
My commission
],(print or type name of person listed in Contact Information, item 1a) Matthew W. lordan
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of the
applicable stormwater rules under 15A NC 2H . SL 2006-246 (Ph. II — Post Construction) or SL 2008-211.
Signature: r . Date/ Z
1, ' `r) ►�f Q r a Notary Public for the State of A/Ortb c6VO1iA ounty of
Nw HLll1 ly&' . do hereby certify that (Y')l hfi) (� • zErdav, personally appeared
before me thi� day of n/OVPmi-er' 020 l 1 , and acknowledge the due execution of the application for a
stormwater permit. Witness my hand and official seal, _Ao."Gee^
� A •`-I 6ycte- `�
SEAL
My commission
Form SWU-101 Version 07Jun2010 Page 6 of 6

Stormwater Management Permit Application Form
Supplemental Data for Section III. Project Information; 6.
Pumo Station 35 Exoansion
68Sm nfOriT1
Receiving Stream Name
Bradley Creek
a
Bradley Creek
e
Bradley Creek
Bradley Creek
Stream Class
SC
SC
SC
SC
Stream Index Number
18-87-24-4-(2)
18-87-24-4-(2)
18-87-24-4-(2)
18-87-24-4-(2
Total Drainage Area (s ft)
5,856
11,189
6,891
23,936
On -site Drainage Area sgft
5,856
11,189
6,891
23,936
Off -site Drainage Area sgft)
Existing Impervious Area (sft)
2,781
3,360
3,014
9,155
Proposed Impervious Area s ft
894
894
% Impervious* Area (total)
62.8
30.0
43.7
42.0
Im enrio'us` Surface 9rea
Ora
Draina a Sea
Drain a Area 3
Ttotal
On -site Buildin s s ft
On -site Streets s ft
On -site Parkin s ft
On -site Sidewalks s ft
Futures ft
Other on -site s ft
894
894
Off -sites ft
Existin s ft
2,781
3,360
3,014
9,155
Total (s ft):
3,675
3,360
3,014
10,049
' Impervious area is defined as the built upon area including, but not limited to, buildings, roads,
parking areas, sidewalks, gravel areas, etc.
Note: Drainage Areas 2 and 3 will not require permitted treatment as all impervious in those areas was
constructred prior to 1988.

Permit Number'
(to be provided by DWQ)
WAiFgOG
N r
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
SAND FILTER SUPPLEMENT
This form must be filled out on line, printed and submitted with all of the required information.
Make sure to also fill out and submit the Required Items Checklist (Section III) and the 18M Agreement (Section IV)
0 EOT INFORMATION
Project name
Contact name
Phone number
Date
Drainage area number
II DE ION INFORMATION
Site Characteristics
Pump Si�a5ont35iExpan`sidh T
Pa ITR hiva%-PEE._ - -
I;
910 ?3 1516^_
i10110/I rev 12t 3TAQ rev 11/9111(`permd m6a ficad6n
_ �, -._.
Drainage area (AD) 5,856.00 it' OK
Impervious area 3,675.0 ft'
% Impervious (1,) 62.8% %
Design rainfall depth (Ro) 1.50 in
Peak Flow Calculations
1-yr, 24-hr runoff depth 118
dft/sec
in
1-yr, 24-hr intensity in/hr
Pre -development 1-yr, 24-hr runoff h/sec
Post -development 1-yr, 24-hr runoff
Pre/Post 1-yr, 24-hr peak control 0.30 h3/sec
Storage Volume
Design volume (WOV) 299.9 it
Adjusted water quality volume (WOVA4)
Volume contained in the sedimentation basin and on top of the sand filter
Top of sand filter/grate elevation
Weir elevation (between chambers)
Maximum head on the sedimentation basin and sand filter (hM„r;na)
Average head on the sedimentation basin and sand filter (hA)
Runoff Coefficient (Rv)
224.96
_ 465.00
ft3 OK
ft3
it amsl
If amsl
ft Insufficient depth.
it OK
(unitless)
.,.8_
_ 5 8.7,
"_�_ 1:58
- 0.70
0.61
Type of Sand Filter
Open sand filter?
SHWT elevation
Bottom of the sand filter elevation
Clearance (ds,,,,)
Closed/pre-cast sand filler?
SHWT elevation
Bottom of the sand filter elevation
Clearance (dsHwr)
If this is a closed, underground closed sand filter: The clearance between
the surface of the sand filler and the bottom of the roof of the underground
N
Y or N
It amsl
It amsl
Y or N
it amsl
it amsl
- �..
-
". �Y""_ -.
-_- _.,5j5
1.58
-392
structure (dsv.)
Form SW401-Sand Filter-Rev.S 2009Septt7 Parts I and II. Project Design Summary, Page 1 of 2

Permit
(to be provided by DWD)
Sedimentation Basin
Surface area of sedimentation basin (As)
Sedimentation basin/chamber depth
Sand Filter
Surface area of sand filter (AF)
Top of sand media filter bed elevation
Bottom of sand media filter bed/drain elevation
Depth of the sand media filter bed (dF)
Coefficient of permeability for the sand filter (k)
Outlet diameter
Outlet dischargeHlowrate
Time to drain the sand filter (t)
Time to drain the sand filter (t)
Additional Information
Does volume in excess of the design volume bypass the sand filter?
Is an off-line flow -splitting device used?
If draining to SA waters: Does volume in excess of the design volume Flow
evenly distributed through a vegetated filter?
What is the length of the vegetated filter?
Does the design use a level spreader to evenly distribute Flow?
Is the BMP located at least 3011 from surface waters (50ft if SA waters)?
If not a closed bottom, is BMP located at least 100ft from water supply wells?
Are the vegetated side slopes equal to or less than 3:1
Is the BMP located in a recorded drainage easement with a recorded access
easement to a public Right of Way (ROW)?
What is the width of the sedimentation chamber/forebay (Wsd)?
What is the depth of sand over the outlet pipe (dpipe)?
144.0 rye OK. Meets minimum, but may need to be increased to
3. It
144. it' OK. Meets minimum, but may need to be increased to
5 671 It amsl
3.25 ft amsl
2.42 It
[Ajf2
(f /day)
in
ft/sec
hours OK. Submit drainage calculations.
1.67 days
YorN OK
YorN OK
Y or N Excess volume must pass through filter.
YorN OK
YorN OK
YorN OK
YorN OK
Y or N OK
OK
OK
Form SW401-Send Filter-Rev.5 2009Septl7 Parts I and 11. Project Design Summary, Page 2 of 2

Permit No.
(to be provided by DWO)
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal
package will result in a request for additional information. This will delay final review and approval of the project. Initial
in the space provided to indicate the following design requirements have been met. If the applicant has designated an agent,
the agent may initial below, If a requirement has not been met, attach justification.
Initials Page/ Plan
Sheet No.
Pis_("� 1. Plans (1"- 50' or larger) of the entire site with labeled drainage area boundaries
• System dimensions (length, width, and depth) for both the sedimentation chamber and the filter
chamber,
Maintenance access,
Flow splitting device,
Proposed drainage easement and public right of way (ROW),
Design at ultimate build -out,
Off -site drainage (if applicable), and
C- 12 - Boundaries of drainage easement.
PAS 2. Plan details (1' = 30' or larger) for the sand filler showing:
- System dimensions (length, width, and depth) lot both the sedimentation chamber and the filter
chamber,
- Maintenance access, &a'j 01:4rw,y
-Flow splitting device, 1nF114•1 o te4lo�
-Vegetative filter strip dimensions and slope (if SA waters),.%
- Proposed drainage easement and public right of way (ROW),
- Design at ultimate build -out,
- Off -site drainage (if applicable), and
• Boundaries of drainage easement. fe-pai-I O'd^41 1
(� G_I• > 3. Section view of the sand filter (1' = 20' or larger) showing:
Depth(s) of the sedimentation chamber and sand filter chamber,
Depth of sand filter media,
Connection between the sedimentation chamber and the sand filter chamber and weir elevation,
SHWT elevation,
Outlet pipe, and
Clearance from the surface of the sand filter to the bottom of the roof of the underground structure (if
jec� o� 5 o applicable).
iQs _ 4. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
results of the soils report must be verified in the field by DWO, by completing & submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information.
Qtz> sacfr,.. 7.0
5. Supporting calculations (including drainage calculations)
PRL ,S%dil A J0.0 6. Signed and notarized operation and maintenance (0&M) agreement
PAS— tl•1' 7. A copy of the deed restrictions (if required).
Form SW401-Sand Filter-Rev.52009Sept 17 Part III, Page 1 of 1

Permit
(to be provided by DWQ)
Drainage Area Number:
Sand Filter Operation and Maintenance Agreement
1 will keep a maintenance record on this BMP. This maintenance record will be kept in a log in a
known set location. Any deficient BMP elements noted in the inspection will be corrected, repaired or
replaced immediately. These deficiencies can affect the integrity of structures, safety of the public, and
the removal efficiency of the BMP.
Important maintenance procedures:
— The drainage area will be carefully managed to reduce the sediment load to the sand filter.
— The sedimentation chamber or forebay will be cleaned out whenever sediment depth exceeds
six inches.
— Once a year, sand media will be skimmed.
— The sand filter media will be replaced whenever it fails to function properly after maintenance.
The sand filter will be inspected quarterly and within 24 hours after every storm event greater than
1.0 inches (or 1.5 inches if in a Coastal County). Records of operation and maintenance will be kept in
a known set location and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall be repaired
immediately.
BM element
Potential roblem
How I will remediate the roblem:
Entire BMP
Trash debris is resent.
Remove the trash/debris.
Adjacent pavement (if
Sediment is present on the
Sweep or vacuum the sediment as soon as
applicable)
pavement surface.
possible.
Perimeter of sand filter
Areas of bare soil and/or erosive
Regrade the soil if necessary to remove the
gullies have formed.
gully, and then plant a ground cover and
water until it is established. Provide lime
and a one-time fertilizer application.
Vegetation is too short or too long.
Maintain vegetation at an appropriate
height.
Flow diversion structure
The structure is clogged.
Unclog the conveyance and dispose of any
sediment offsite.
The structure is damaged.
Make any necessary repairs or replace if
damage is too large for repair.
Forebay or pretreatment area
Sediment has accumulated to a
Search for the source of the sediment and
depth of greater than six inches.
remedy the problem if possible. Remove
the sediment and stabilize or dispose of it
in a location where it will not cause
impacts to streams or the BMP.
Erosion has occurred.
Provide additional erosion protection such
as reinforced turf matting or riprap if
needed to prevent future erosion
problems.
Weeds are present.
Remove the weeds, preferably by hand. If
a pesticide is used, wipe it on the plants
rather than spraying.
Form S W401-Sand Filter O&M-Rev.4 2009Sept17 Page I of 3

BMA element
Potential roblem:
Ho I will remediate the problem:
Filter bed and underdrain
Water is ponding on the surface for
Check to see if the collector system is
collection system
more than 24 hours after a storm.
clogged and Flush if necessary. If water
still ponds, remove the top few inches of
filter bed media and replace. If water still
ponds, then consult an expert.
Outlet device
Clogging has occurred.
Clean out the outlet device. Dispose of the
sediment offsite.
The outlet device is damaged
Repair or replace the outlet device.
Receiving water
Erosion or other signs of damage
Contact the NC Division of Water Quality
have occurred at the outlet.
401 Oversight Unit at 919-733-1786.
Form SW401-Sand Filter O&M-Rev.4 2009SepIl7 Page 2 of 3

Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the performance of the
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior
to any changes to the system or responsible party.
Prqject name:Pump Station 35 Expansion
BMP drainage area number:
Print name:Matthew W. Jordan
Title:Chief Executive Officer
Address:235 Government Center Drive; Wilmington, NC 28403
Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been
sold and a resident of the subdivision has been named the president.
1, A.lndrea A • D-owJAn , a Notary Public for the State of
l\/otit rt Caro I L1—.J- , County of New H a,oyer , do hereby certify that
M oJfk ew W • O ro(&n personally appeared before me this aPa- day of
A ,oV ember o ( l , and acknowledge the due execution of the forgoing sand filter
maintenance requirements. Witness my hand and official seal, P41cw& A •�aYoh.�
My commission expires 115.115
Form SW40i-Sand Filter O&M-Rev.4 2009Septl7 Page 3 of 3

High Density Commercial Subdivisions
Deed Restrictions & Protective Convenances
In accordance with Title 15 NCAC 2H.1000 and S.L. 2006-246, the Management Regulations, deed
restrictions and protective covenants are required for High Density Commercial Subdivisions where
lots will be subdivided and sold and runoff will be treated in an engineered stormwater control facility.
Deed restrictions and protective covenants are necessary to ensure that the development maintains a
built -upon area consistent with the design criteria used to size the stormwater control facility.
I, Matthew W. Jordan , acknowledge, affirm and agree by my signature below, that
I will cause the following deed restrictions and covenants to be recorded prior to the sale of any lot
within the project known as Pump Station 35 Expansion
1. The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number S W 8 08 t 222 as issued by the Division of Water Quality
under the Stormwater Management Regulations.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming
under them.
4. The covenants pertaining to stormwater may not be altered or rescinded without the express
written consent of the State of North Carolina, Division of Water Quality.
5. Alteration of the drainage as shown on the approved plan may not take place without the
concurrence of the Division of Water Quality.
6. The maximum allowable built -upon area per lot is square feet.
*Note: If the BUA per lot varies, please substitute the following statement for the one above and
provide a complete listing of the proposed BUA for each lot:
The maximum built -upon area per lot, in square feet, is as listed below:
Lot # BUA Lot # BUA Lot # BUA Lot # BUA
1 10,049 _
This allotted amount includes any built -upon area constructed within the lot property boundaries,
and that portion of the right-of-way between the front lot line and the edge of the pavement. Built
upon area includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate,
coquina and parking areas, but does not include raised, open wood decking, or the water
surface of swimming pools.
7. All runoff from the built -upon areas on the lot must drain into the permitted system. This may be
accomplished through a variety of means including roof drain gutters which drain to the street,
grading the lot to drain toward the street, or grading perimeter swales to collect the lot runoff
and directing them into a component of the stormwater collection system. Lots that will naturally
drain into the system are not required to provide these additional measures.
8. The owner of each lot, whose ownership is not retained by the permittee, is required to submit a
separate stormwater permit application to the Division of Water Quality and receive a permit
prior to construction.
9. The project and each lot will maintain a 30** foot wide vegetated buffer between all impervious
areas and surface waters.
**50 foot for projects located in the 20 coastal counties.
Form DRPC-1 Rev.2 05Nov2009 Page I of 2

High Density Commercial Subdivisions
Signature:
rlaa
I, 1:10d y'LOO,-�-I/ H . <J9r� ,n , a Notary Public in the
State of lNorlh Caro l;na- , County of N J 8aw yek-
do hereby certify that M jLJ4 I&J W • a0y-O(O-n personally appeared
before me this the ::� day of 61OV e(vL�e/ 2011 and acknowledge
the due execution of the foregoing instrument. Witness my hand and official seal,
AndAe do�- ,Q Q "d 6L
Signature
My Commission expires
Form DRPC-1 Rev.2 05Nov2009 Page 2 of
SEAL

Permit
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
WATER QUALITY CLASSIFICATION REQUEST FORM
This form may be photocopied for use as an original.
PROJECT INFORMATION
In order to determine the receiving stream for a project in a coastal county or whether a State Stormwater
Management Permit will be required for a project in a non -coastal county, the classification of the closest
downslope surface waters (the surface waters that any sheet flow or overflow from the project would flow toward)
must be determined. Please complete Sections I and II below. DWO Staff will determine the receiving stream
classification, complete Section III, and return the completed form to you.
1. Project Name: Pump Station 435 Expansion County: New Hanover
2.. Contact Person: Paul R. Shivers P.E.
3. Mailing Address: 3804 Park Ave., Unit A
4. City Wilmington State NC Zip 28451 Phone No. 910-313-1516
5. Name of closest downslope surface waters: Bradley Creek
6. Signature of contact person: ?ej x �� 0aIa: 7 �25 0
7. Is a Sedimentation Erosion Control Plan or a CAMA Major Permit required? ®YES []NO
If. REQUIRED ITEMS
An 8.5" x 1 V copy of the appropriate portion of a USGS quad sheet showing the projects property
boundaries, receiving stream, major roads or State Roads numbers, and nearest town or city must be
attached.
Mail the entire package to: NCDENR Division of Water Quality
Surface Water Protection Section — Slormwater
at the Appropriate Contact Address (see the following page)
III. CLASSIFICATION REQUEST (To be completed by Regional Office personnel)
1. Name of surface waters w I e'
2. River Basim-Co t Index N
3. Classification (as established by the EMC):
4. Proposed Classification, if applicable: _
5. State Stormwaler Management Permit requir ?, Y NO
6. Signature of Regional Office personnel: Date_���q�
cc: DWO -Regional Office
Consultant
Building Inspector
Central Files JUL 2 9 pO
SWU-I11.060608 Page 1 of 2 -"'