SW8061001_Historical File_20061027

Michael F. Easley, Governor
Wil eiam G. Rops Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
October 27, 2006
Craig Rigsbee, Member Organizer
The Hammocks at Port Swansboro, LLC
1143 Hammocks Beach Road
Swansboro, NC 28584
Subject: Stormwater Permit No. SW8 061001
The Hammocks at Port Swansboro
High Density Subdivision Project
Onslow, County
Dear Mr. Rigsbee:
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for The Hammocks at Port Swainsboro on October 19, 2006. Staff review of the
plans and specifications has determined that the project, as proposed, will comply with the
Stormwater Regulations set forth in Title 15A NCAC 2H.1000. We are forwarding Permit No.
SW8 061001 dated October 27, 2006, for the construction of the subject project.
This permit shall be effective from the date of issuance until October 27, 2016, 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.
If you have any questions, or need additional information concerning this matter, please
contact Chris Baker, or me at [phone].
Edward Beck
Regional Supervisor
Surface Water Protection Section
ENB/csb: S:IWQSISTORMWATIPERMIT1061001.oct06
cc: Paul Wysocki, Downeast Engineering Services
Onslow County Building inspections
Division of Coastal Management
Chris Baker
Wilmington Regional Office
Central Files N�°��n Caro a
dv ,
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Phone [phone] Customer Service
Internet: www.ncwatgrguality.org Location: 512 N. Salisbury St. Raleigh, NC 27604 Fax [phone]'7-623-6748
An Equal Opportunity/Affirmative Action Empioyer— 50% Recycled/10% Post Consumer Paper

State Stormwater Management Systems
Permit No. SW8 061001
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Craig Rigsbee, The Hammocks at Port Swansboro, LLC
The Hammocks at Port Swansboro
Onslow County
FOR THE
construction, operation and maintenance of an underground infiltration trench in
compliance with the provisions of 15A NCAC 2H .1000 (hereafter referred to as the
"stormwaterrules') 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 October 27, 2016, and
shall be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.6 on page 3 of this permit. The stormwater
control has been designed to handle the runoff from 141,204 square feet of
impervious area. This trench must be operated with a 50' vegetated filter.
3. The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans.
4. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
5. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
Page 2 of 7

State Stormwater Management Systems
Permit No. SW8 061001
6. The following design criteria have been provided in the infiltration trench and
must be maintained at design condition:
a.
Drainage Area, acres:
6.57
Onsite, ft2:
286,189
Offsite, ft2:
NA
b.
Total Impervious Surfaces, ft2:
141,204
C.
Design Storm, inches:
1.5
d.
Trench Dimensions, L x W x H, ft:
153 X 51 X 2.17
e.
Storm Chamber, Volume (cf)/Number:
75/162
f.
Bottom Elevation, FMSL:
32
g.
Bypass Weir Elevation, FMSL:
34.17
h.
Permitted Storage Volume, ft3:
18,630
i.
Type of Soil:
Onslow Series
j.
Expected Infiltration Rate, in/hr:
2.0
k.
Seasonal High Water Table, FMSL:
29.66
1.
Time to Draw Down, hours:
13.56
M.
Receiving Stream/River Basin:
Queens Creek J White Oak
n.
Stream Index Number:
19-41-16
o.
Classification of Water Body:
"SA"
II. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency. The 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.
Page 3of7

State Stormwater Management Systems
Permit No. SW8 061001
4. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
5. 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.
6. 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.
7. 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.
8. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
9. 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.
10. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
11. 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.
12. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
Page 4 of 7

State Stormwater Management Systems
Permit No. SW8 061001
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a formal permit transfer request to the Division of Water Quality,
accompanied by a completed name/ownership change form, documentation
from the parties involved, and other supporting materials as may be appropriate.
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.
2. 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.
3. 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.
4. 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.
5. The permittee grants DENR Staff permission to enter the property during normal
business hours for the pur ose of inspecting all components of the permitted
stormwater management facility.
6. 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.
7. 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.
8. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
9. The permittee shall notify the Division any name, ownership or mailing address
changes within 30 days.
Permit issued this th 7th day of October 2006. 2006.NORT AROLINA, NVIRONMENTAL MANAGEMENT COMMISSION
zszlelt-
for Al imekP. E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

State Stormwater Management Systems
Permit No. SW8 061001
The Hammocks at Port Swansboro
Stormwater Permit No. SW8 061001
Onslow County
Designer's Certification
I, , as a duly registered
in the State of North Carolina, having been authorized to observe (periodically/ weekly/
full time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built -within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
Page 6 of 7

State Stormwater Management Systems
Permit No. SW8 061001
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
Onslow County Building Inspections
Page 7 of 7

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMViTATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
L GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
CIA16 PJM W�TF It !�1?bA.fJlt
3. Mailing Address for person listed in item 2 above:
City: 2W
Telephone Number.
State:_ _j4k_ ZiP:f�0 W
4. Project Name (subdivision, facility. or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
fNF, ;WNWAt. hwMew
5. Location of Project (street address):
City:
6. Directions to project (from nearest major intersection):
•
7. Latitude: 4o 4[ 44" A Longitude: 77a W of project
8, Contact person who can answer questions about the project:
A M
Name: ME AA Telephone Number: f 7�1/ ) �%d " 7�(04►/
IL PERMIT INFORMATION:
1. Specify whether project is (check one)
JNew Renewal
Form SWU-I01 Version 3.99 Page 1 of 4
Modification

2. If this application is being submitted a� tie result of a renewal or modification to an existing permit, list the
existing permit number u /� and its issue date (if known)
3. Specify the type of project check one):
Low Density High Density Redevelop General Permit Other
4. Additional Project Req ents (check applicable bunks):
_CAMA Major Sedimentation/Erosion Control _ �404/401 Permit �NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
In the space provided below. summarize how stormwater will be treated. Also attach a detailed narrative
(nne to two uagees) describing stormwater management for the project .
2. Stormwater runoff from this project drains to the VJ9a DA9 River basin.
3. Total Project Area: W • acres 4. Project Built Upon Area: 9 _ %
5. How many drainage areas does the project have?—J—_
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project. attach an additional sheet with the information for each area provided in the same format as below.
Basin Information
Drainage Area 1
Drainage Area 2
Receiving Stream Name
Receiving Stream Class
Drainage Area
Existing Impervious" Area
Proposed ImpervioueArea
% impervious' Area (total)
Impervious` Surface Area
Drainage Area 1
Drainage Area 2
On -site Buildings
On -site Streets
On -site Parking
IWO
On -site Sidewalks
Other on -site
Off -site
Tom;
Total:
* impervious area is defined as the built upon aria including, out not nnuma w. ourrump. ruam. paaau►g - rus.
sidewalks, gravel areas, etc
Form SWU-101 Version 3.99 Page 2 of 4

7. How was the off -site impervious area Iisted above derived? AJ'
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table
listing each lot number, size and the allowable built -upon area for each lot must be provided as an attachment.
1. The following covenants are intended to ensure ongoing compliance with state stormwater management permit number
as issued by the Division of Water Quality. These covenants may not be
changed or deleted without the consent of the State.
2. No more than square feet ofany lot shall he covered by structures or impervious materials.
Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material but do not include wood
decking or the water surface of swimming pools.
3. Swales shall not be filled in, piped, or altered except as necessary to provide driveway crossings.
4. Built -upon area in excess of the permitted amount requires a state stormwater management permit modification prior to
construction.
5. All permitted runoff from outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall he performed in a manner that maintains the integrity
and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, 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 State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BMP specked for this project. Contact the Stormwater and General Permits Unit at [phone] for the status
and availability of these forms.
Form SWU-102
Wet Detention Basin Supplement
Form SWU-103
Infiltration Basin Supplement
Form SWU-104
Low Density Supplement
Form SWU-105
Curb Outlet System Supplement
Form SWU-106
Off -Site System Supplement
Form SWU-107
Underground Infiltration Trench Supplement
Form SWU-108
Neuse River Basin Supplement
Form SWU-109
Innovative Best Management Practice Supplement
Fonn SWU-101 Version 3.99 Page 3 of 4

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. The complete application package should be
submitted to the appropriate DWQ Regional Office.
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
• Original and one copy of the Stormwater Management Permit Application Form
• One copy of the applicable Supplement Form(s) for each BMP
• Permit application processing fee of $420 (payable to NCDENR) 1�
• Detailed narrative description of stormwater treatment/management
• Two copies of plans and specifications, including: Init'
- Development/Project name
- Engineer and firm
-Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
Existing drainage (including off -site), drainage easements. pipe sizes, runoff calculations
Drainage areas delineated
- Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designa
Mailing
City:_
Phone:
VIII. APPLICANT'S CERTIFICATION
1, (print or type name of person listed in General Information, item 2)
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project wi be constructed in conformance with the approved plans, that the required deed restrictions
and protective v n is willf reco and that the proposed project complies with the requirements of 15A
NCAC 2H .10 . / /
Date: l0
Form SW- 101 Version 3.99 Page 4 of

DOWNEAST ENGINEERING SERVICES
" 6244 W. CORBETT "E.
SWANSBORO, NC, 28584
tel: [phone] RECEIVED
, fax [phone]
OCT 1 9 2006
LETTER OF TRANSMITTAL BY:
To: NC DNER
127 Cardinal Dr. Ext
Wilmington, NC 28405
Attn.: Mr. Chris Baker
We are sending you:
X Attached
Under separate cover
_ Originals
Date: 10/19/06 Job No:06-131
Project: The Hammocks at Port Swansboro
1143 Hammocks Beach Rd.
Swansboro, NC 28584
X_ Blueprints
_ Specifications
_ Copy of letter
_ Computer disk _x Other:
copies
_ Shop drawings
Copies
Date
Description
2
09/29/06
Stormwater Plan including complete design drawings revised 10/19/06
2
Pump Station Specifications, calculations, piping specifications, etc.
Revised
2
Deed to Property
2
Financial responsibility form
2
Underground Inlfiltration Trench Supplement Revised
2
Checklist
These are being transmitted as checked below:
X_ For approval
_ For your use
_As requested
Remarks:
Via: _ Mail
_ For review and Comment _ Return for corrections
_ Approved as submitted _ For bid
_ Approved as noted
_ Picked -up _Hand delivered _ Other
Received by: TDast Engineering Services:
'P�.UJ Tn��

The Hammocks at Port Swansboro
Swansboro
Onslow County
PCR Investments, Incorporated, dba as The Hammocks at Port Swansboro proposes to
construct a residential multi -family townhome subdivision to be located at 1143
Hammocks Beach Road The project site consists of approximately 6.57 acres and fronts
both NC Highway 24 (Corbett Avenue) and Hammocks Beach Road (NCSR 1511).
Approximately 57 townhomes and a clubhouse are proposed for construction
The townhome project is to be located on the site of a former mobile home park. The
property is mostly flat, with some trees located on the property. The Town of Swansboro
recently rezoned the property to R-6 Residential District to allow construction of the
townhome project and has given preliminary subdivision approval to the project.
The development will be served by municipal water and sewer service. The Hammocks at
Port Swansboro has received a sewer allocation for the project, and adequate water
capacity is currently available. There are no local stormwater or erosion control agencies
or ordinances with jurisdiction over the project site.
The applicants are pursuing express permits to develop the project. In addition to
stormwater and erosion and sedimentation control approvals, the project will require
appropriate authorization to extend municipal water and sewer facilities to the site.
There are no CAMA AECs located on the property and only a limited area of wetlands.
The US Army Corps of Engineers (USACE) has concurred with the delineation of a
small area of jurisdictional wetlands on the southwestern corner of the property. A very
small area of wetlands (approximately 100 square feet) will be impacted by the i
installation of a sewer line. An on -site meeting has occurred with an USACE
representative, who has confirmed that the proposed activity is eligible for a Nationwide
Permit.
An On -site evaluation by the Division of Water Quality has determined that the project
site is within one-half mile of and draining to SA waters or unnamed tributaries to SA
waters. The project proposes to manage stormwater in accordance with requirements for
high -density development. An infiltration system designed to control the runoff from all
surfaces generated by one and one-half inches of rainfall is the primary stormwater
management mechanism included in the project_ Stormwater containment and subsequent
recharge within the infiltration system will be facilitated by use of the "Storm Chamber"
system (or equal) manufactured by Hydrologic Solutions. Additional information
regarding stormwater management is included in the Stormwater Management Narrative
included with the Stormwater Management Permit Application Form.
RECP' INTr;L-)
OCT I P Z006
BY:

Stormwater Management Narrative
The Hammocks at Port Swansboro
1143 Hammocks Beach Road
Onslow County
Swansboro, NC 28584
The Hammocks at Port Swansboro is a proposed 6.57 acre, 57 unit, townhouse development.
The project is within a coastal county and, per an on -site evaluation by NCDENR personnel,
determined to be "within one-half mile of and draining to SA waters or unnamed tributaries to
SA waters".
The project is to manage storm water in accordance with the North Carolina Administrative
Code, section I SA NCAC 2H.1005 (2) (b)), regarding high density development. An infiltration
system designed "to control the runoff from all surfaces generated by one and one-half inches of
rainfall" is the primary storm water management mechanism included in the project.
An evaluation of the infiltration area as to the site's suitability for the intended purpose was
performed and is included with this submittal. Stormwater containment and subsequent recharge
within the infiltration area is to be facilitated by the use of the "Storm Chamber" system (or
equal) manufactured by Hydrologic Solutions. The system is to be installed such that its bottom
is a minimum of two feet above the seasonal high water table. This level is approximately at the
existing infiltration site grade. The Storm Chambers and associated stone, et cetera will be
installed within fill material placed above this elevation. Therefore, the required design storm
water volume shall be collected in other areas and pumped into the elevated Storm Chambers.
The project site has been divided into two drainage areas each with its own runoff collection
system. In each of the drainage areas stormwater is to be collected from the surface by catch
basins adjacent or within the project streets. The storm water is then to be conveyed via gravity
flow through piping from the catch basins to concrete tanks (one for each drainage area). At the
pipe inlets the tanks are to provide sediment or grit chambers which drain to separate pump
chambers equipped with pump and switch systems.
The pump systems are designed to jointly deliver a volume equivalent to the runoff from all
surfaces generated by one and one-half inches of rainfall to the Storm Chambers. Runoff in
excess of this volume is to bypass the infiltration system by being permitted to overflow directly
from the two pump chambers to appropriate vegetative filters and existing drainage routes. The
excess runoff will be distributed across a forty (40) foot long level concrete slab on grade at each
pump station to achieve sheet flow distribution.

Maintenance:
The pumping equipment used for this project will require proper routine maintenance and shall
be preformed in strict accordance with the manufacturer's requirements. Any malfunctions in
pumping operations will be automatically noted at the control panel of each pumping station by
audible and visual appurtenances. In addition, we recommend that at a minimum, a monthly
inspection is made, recorded and filed by the project owner of the entire stormwater system. The
StormWater Chamber System has been provided with adequate inspection ports as designated by
the manufacturer to inspect and remove any sediment that accumulate in the chamber system.
Properly maintained and managed, the majority of sediment materials will occur in the influent
chamber of the pumping stations.

The Hammocks at Port Swansboro
Swansboro
Onslow County
Built Upon Area (BUA)
Infiltration System design utilizing Two (2) collection/pump stations
as follows:
Pump Station No. 1
Building 1 6802 sf (incl. bldg. porch roof, storage and sidewalk from house to curb)
Building 2 7630 sf
Building 3 1786 sf
Building 4 7762 sf
Pool Apron 1512 sf
(12xl26)
Club House 1248 sf
(26x48)
Total 26740 sf
Paving road 1029xl8' = 18522 sf
Parking Area 588x25
144x20 =17580 sf
Curb/Gutter 2176x2 = 4352 sf
Sidewalks 1175x4 = 4700 sf
Pump Station 37.33x40= 1493 sf
Total: 46647 sf
Total Impervious area Pump Station #1 = 26740 + 46647 = 73387 sf
1.5"/12"ft=0.125 (Rainfall event)
Total (BUA) @ Pump Sta. No. 1 = 73387sf x 0.125 = 9173 cf
Total (BUA) @ Pump Sta. No. 2 = 67817sf x 0.125 = 8477 cf
(see pg. 2) Total BUA=141204sf 17650 cf
as
I

The Hammocks at Port Swansboro
Pump Station No. 2
Building 5
5146 sf
Building 6
4318 sf
Building 7
6296 sf
Building 8
6294 sf
Building 9
6294 sf
Building 10
6016 sf
Total:
34364 sf
Paving Road 635xi8 =
11430 sf
Parking Area 630x25 =
15750 sf
Curb/Gutter 121 x2 =
2420 sf
Sidewalks 590x4 =
2360 sf
Pump Station 37.33x40 =
1493 sf
Total:
33453 sf
Total (BUA) @ Pump Station No. 2 = 67817 sf
Total Impervious Area (Pump Stations 1 & 2) = 67817 + 73387=141204 sf
Total area of site: 6.57 ac or 286189 sf
Impervious = 141204/286189 = 0.49 or 49%
Vegetative area (286189—141204)
= 144985 sf
Pump Station No. 1 0.46 x 144985 = 66693 sf
Pump Station No. 2 0.54xl44985 = 78292 sf
Using Schueler (1987) pg. 6 Stormwater BW
Rv = 0.05 + 0.009 (I)
= 0.05+0.009(0.49)
= 0.49 Pump Sta. No. I = 73387+66693=140080/43560
= 3.22 ac
Pump Sta. No. 2 = 67817+78297=146109 /43560
= 3.35 ac
1
01

The Hammocks at Port Swansboro
Pump Sta. No. 1 Volume = Rainfall (Rv) (Drainage Area) 1/12
=1.5 (0.49) 3.22 AC (1/12)
= 0.1972 Acre feet
or 8591 cf
Pump Sta. No. 2 Volume = Rainfall (Rv) (Drainage Area) 1/12
=1.5 (0.49) 3.35 AC (1/12)
= 0.2052 Acre feet
or 8938 cf
Total volume (Pump Sta. 1 & 2) = 8591 + 8938 = 17529 cf
Total Storage needed at infiltration basin:
Pump Station No. 1 & No. 2 = (8591 + 8938 cf) x 7.48 g/cf
= 131117 gallons
Storage @ infiltration basin:
162 chambers @ 115cf x 7.48 = 139352 gal
therefore ok
o¢S N CAR
,a q!RPfESSIpN9�'ly
i
fHGM1EER �
1 0 "
3

P. 1
COMMUNICATION RESULT REPORT ( OCT.17.2OO6 4:47PM )
TTI NCDENR WIRO
FILE MOLE OPTION ADDRESS (GROUP) RESULT PAGE
~-------------------------------OKP. ---------------------------------------
862 MEMORY T—1-910
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL E-2) BUSY
E-3) NO ANSWER E-4) NO FACSIMILE CONNECTION
State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Offioe
Michael F. Ba91ey, Governor William G. boss Jr., Secretary
FAX COVER SHEET
Date: A. - ,17- D
CO:
FAX #: deb
xErirnztxs
No. Of Pages: (excluding cover)
From: w
C0:1% NC DENR
FAX#x 910-350-2004
i37 Cardinal Drive Extanalo", Wilmington, N.C. 28405-3945 Telephone [phone] FAX [phone]
An Equal Vppartunity Allirmativa Action Employer

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
October 11, 2006
Craig Rigsbee
The Hammocks at Port Swansboro, LLC
1143 Hammocks Beach Road
Swansboro, North Carolina 28584
Subject: Request for Additional Information
Stormwater Project No. SW8 061001
The Hammocks at Port Swansboro
Onslow County
Dear Mr. Rigsbee:
The Wilmington Regional Office received a Stormwater Management Permit Application for
The Hammocks at Port Swansboro on September 15, 2006. A preliminary review of that
information has determined that the application is not complete. The following information is
needed to continue the stormwater review:
1. Please delineate the vegetative filter for each of the pump station overflows and
details.
2. Four (4) observation wells are referred to on the "Required Items Checklist".
Please show the location of the wells on plans.
3. The built upon area (BUA) shown on the plans is not the same as the BUA used
in the calculations, please correct.
4. A design storm -of 7" is shown on the "Underground Infiltration Trench
Supplement" form yet a 1.5" design storm is used in the calculations, please
correct.
5. Please add the nearest intersection of two major roads to a legible vicinity map.
A major road is any 1, 2 or 3 digit NC, US or interstate highway.
6. Please add two (2) typical roadway sections to the plans, one (1) showing the
road and single bay parking, the other showing the road and double bay parking.
Dimension typical sections.
7. The runoff coefficient Rv is calculated and used as the C runoff coefficient in the
Rational Equation. These runoff coefficients are not the same and are used in
two (2) different methods. Please select the method of your choice and revise
and resubmit sealed calculations.
N,ipw�ehCarolina
atunally
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Phone [phone] Customer Service
Internet: www.ncmg=ualily.org Location: 512 N. Salisbury St. Raleigh, NC 27604 Fax [phone]
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/109% Post Consumer Paper

The Hammocks at Port Swansboro
October 11, 2006
Stormwater Application No. SW8061001
Please note that this request for additional information is in response to a preliminary
review. The requested information should be received by this Office prior to November
13, 2006, or the application will be returned as incomplete. The return of a project will
necessitate resubmittal of all required items, including the application fee.
If you need additional time to submit the information, please mail or fax your request for
a time extension to the Division at the address and fax number at the bottom of this
letter. The request must indicate the date by which you expect to submit the required
information.
The construction of any impervious surfaces, other than a construction entrance under
an approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and
is subject to enforcement action pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any
original documents that need to be revised have been sent to the engineer or agent. All
original documents must be returned or new originals must be provided. Copies are not
acceptable. If you have any questions concerning this matter please feel free to call me
at [phone].
Sincerely,
Chris Baker
Environmental Engineer II
ENB/csb S:IWQSISTORMWATERIADDINF0120061SW8061001
cc: Paul Wysocki, Downeast Engineering Services
Chris Baker
Page 2 of 2

Page 1 of 1
Elaine F Marshall
Secretary
Corporations
Corporations Home
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Click here to:
North Carolina
DEPARTMENTOF TFIE
PC Box 29B22 Raleigh, NC 276 6-0622 (9i9)807-2000
Date: '10/11 /2006
View Document Filings I
To- Print apre-populated Annual Report Form I Annual Report Count I Fil
an Annual Report I
Corporation Names
Name Name Type
WC The Hammocks at Port Legal
Swansboro, LLC
Limited Liability Company Information
SOSID:
0838007
Status:
Current -Active
Date Formed:
3/31/2006
Citizenship:
Domestic
State of Inc.:
NC
Duration:
Perpetual
Registered Agent
Agent Name:
Registered Office Address:
Registered Mailing
Address:
Principal Office Address:
Rigsbee, Anthony C
1121 West Corbett Avenue
Swansboro NC 28584
1121 West Corbett Avenue
Swansboro NC 28584
1121 West Corbett Avenue
Swansboro NC 28584
Principal Mailing Address: 1121 West Corbett Avenue
Swansboro NC 28584
For questions or comments about the North Carolina Secretary of States web site, please send e-mail to Webmaster.
http://www.secretary.state.nc.us/Corporations/Corp.aspx?PitemId=7947776 10/11/2006

s
C200608900397
SOSID: 838007
Date Filed: 3/31/2006 8:25:00 AM
Elaine F. Marshall
* = State of North Carolina North Carolina Secretary of State
Department of the Secretary of State C200608900397
Limited Liability Company
ARTICLES OF ORGANIZATION
Pursuant to §57C-2-20 of the General Statutes of North Carolina, the undersigned does hereby- submit
these Articles of Organization for the purpose of forming a limited liability company.
1. The name of the limited liability company is: THE HAMMOCKS AT PORT SWANSBORO LLC
2. If the limited liability company is to dissolve by a specific date, the latest date on which the
limited liability company is to dissolve: Qf no date for dissolution is specified, there shall be no
limit on the duration of the limited liability company.) PURPETUAL
3. The name and address of each person executing these articles of organization is as follows:
(State whether each person is executing these articles of organization in the capacity of a
member, organizer or both. Note: This document must be signed by all persons listed here).
ANTHONY C RIGSBEE, MEMBER/ORGANIZER, 1121 WEST CORBETT AVE SWANSBORO, NC 28584
4. The street address and county of the initial registered office of the limited liability company is:
Number and Street 1121 WEST CORBE i i AVE
City, State, Zip Code SWANSBORO, NC 28584 County ONSLOW
5. The mailing address, if (fifferent from the street address, of the initial registered office is:
SAME
6. The name of the initial registered agent is: ANTHONY C RIGSBEE
7. Principal office information: (Select either a or b.)
a. p✓ . The limited liability company has a principal office.
ne street address and county of the principal office of the limited liability- company is:
Number and Street 1121 WEST CORBETf AVE
City, State, Zip Code SWANSBORO, NC 28584 County ONSLOW
The mailing address, if di ferentfrom the street address, of the principal office of the corporation is:
SAME
b..F-1 The limited liability company does not have a principal office.

C200608900397
8. Check one of the following:
✓ (i) Member -managed LLC: all members by virtue of their status as members shall be
managers of this limited liability company.
(ii) Manager -managed LLC except as provided by N.C.G.S. Section 57C-3-20(a), the
members of this limited liability company shall not be managers by virtue of their status as
members.
9. Any other provisions which the limited liability company elects to include are attached.
10. These articles will be effective upon filing, unless a date and/or time is specified:
This is the 29 day of MARCH 12006
ANTHONY C RIGSBEE ORGANIZER/MEMBER
Type or Print Name and D de
NOTES:
1. Filing fee is $12S This document must be filed with the Secretary of State.
CORPORATIONS DIVISION Y.U. Box 29622 RALEIGH, NC 27626-0622
(Revised January 2002) (Form L-01)
Instructions for Filing

A
DOWNEAST ENGINEERING SERVICES
624-4 W. CORBETT "E.
SWANSBORO, NC, 28584 ^ r
tel: [phone]
fax [phone]
FIV
LETTER OF TRANSMITTAL
42r`
To: NC DNER Date: 09/29/06 '�
— Job o:0-
�131
127 Cardinal Dr. Ext
Wilmington, NC 28405�
Attn.: Mr. Paul Bartlett /� +
Project: The Hammocks at Port Swansboro T�
1143 Hammocks Beach Rd. & rin f 2
Swansboro, NC 28584 `
We are sending you: ea � � 2— J"z�
X Attached X Blueprints _ Computer disk x Other: d /� • +4-``
copies
_ Under separate cover _ Specifications _ Shop drawings
_ Originals _ Copy of letter
Copies
Date
Description
2
09/29/06
Stormwater Plan including complete design drawings
2
Pump Station Specifications, calculations, piping specifications, etc.
2
Deed to Property
2
Financial responsibility form
2
Underground Inifiltration Trench Supplement
2
Checklist
These are being transmitted as checked below:
X_ For approval _ For review and Comment
_ For your use _ Approved as submitted
As requested _ Approved as noted
Remarks:
Via.: _ mail _ Picked -up
Received by :
O C T Q % Z006
_ Return for corrections
_ For bid
_ Hand delivered
Engineering Services:
Other

DOWNEAST ENGINEERING SERVICES
624-4 W. CORBETT AVE.
SWANSBORO, NC, 28584
tel: [phone]
fhx(910)326-1435li�6
LETTER OF TRANSMITTAL
To: NC DNER
127 Cardinal Dr. Ext
Wilmington, NC 28405
Attn.: Mrs. Carol Miller
We are sending you:
X Attached
_ Under separate cover
_ Originals
P C'$u r A
Date: 09/15/06 Job No:06- 31�5.
Y'
Project: The Hammocks at Port Swansbor�
1143 Hammocks Beach Rd.
Swansboro, NC 28584 �' t
0" �'j ��
_ Computer disk rat.
_ Specifications _Shop drawings gejC�_J,
Copy of letter ,
X_ Blueprints
Copies
Date
Description
2
09/15/06
Stormwater Plan
2
Pump Station Specifications
2
Deed to Property
2
Financial responsibility form
2
Underground Inlfiltration Trench Supplement
2
Checklist
These are being transmitted as checked below:
X_ For approval
_ For your use
.As requested
Remarks:
Via: _ Mail
Received by:
_ For review and Comment
_ Approved as submitted
_ Approved as noted
_ Return for corrections
_ For bid
RECEIVED
Picked -up Hand delivered SEP Me?nng
BY:
Downeast Engineering Services:

RMA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Land Resources
James D. Simons, PG, PE Land Quality Section Michael F. Easley, Governor
Director and State Geologist William G. Ross Jr., Secretary
8/22/2006
LETTER OF RECEIPT FOR AN EROSION CONTROL PLAN EXPRESS REVIEW
The Hammocks @ Port Swainsboro, LLC
Mr. Craig Rigsbee, Member, Organizer
1143 Hammocks Beach Rd.
Swansboro, NC 28584
RE: Project Name: The Hammocks at Port Swansboro Express Review
Project Number: Carte-2007-072-
County: Carteret, Swansboro, NCSR 1511
River Basin: White Oak
Submitted By: Down East Engineering Services
Date Received by LQS: August 22, 2006
Plan Type: NEW
Dear Mr. Rigsbee:
This office has received a soil erosion and sediment control plan for the project listed above which
was submitted as required by the North Carolina Sedimentation Pollution Control Act (G.S.113A-57 (4)). The
Act requires that all persons disturbing an area of one or more acres of land must obtain approval of a soil
erosion control plan prior to the commencement of the land -disturbing activity (G.S. 113A-54(d) (4)).
The review period for an express review is three days of receipt of a complete plan. if additional
information is requested, it must be submitted within five working days of receipt.
Commencement or continuation of a land -disturbing activity under the jurisdiction of this Act prior to
the approval of an erosion and sediment control plan is a violation of the Act.
The approval of an erosion and sediment control plan is conditioned on the applicant's compliance
with Federal and State water quality laws, regulations and rules.
If you have questions please do not hesitate to contact this office. Your cooperation in this matter is
appreciated and we look forward to working with you on this project.
Sincerely,
Carol N. Miller
Assistant Regional Engineer
cc: Mr. Paul V. Wysocki, P.E., Down East Engineering Services
LQS-WIRO; SWS-VARO
Wilmington Regional Office
127 Cardinal Drive Ext., Wilmington, North Carolina 28405-3845 - Phone: [phone] / FAX: [phone]

Ir
j-

a. �H.~�__ C.r�' Y - -mil_ �µ`� '• l � � ._— - ..w

JESSE VINSON 2523544916 03/09/06 12:09am P. 003
L '' MCA&
Carolina Department of Environment and Natural Resources -•-
�151 �f nal Drive, Wilmington NC 28405 [phone] FAX [phone]
Request for Project Scoping Meeting., s�
FILLdN all information below and CHECK possible Permit(s).
FAX or small to Cameron. Weaver&cmail.net along with a narrative andyidnity m813 of the project location.
Projects must be submitted by 9:00 A.M. of the review date, unless prior arrangements are made.
APPLICANT Name Jeff Gillette F•G<< I`,' y3I/Gtf
Company PCR Investments Inc. dba The Hammocks at Port Swansboro ka
Ile
�r
Address P.O. Box B34 City/State Swansboro, NC Zia 28584 County Onslow Sr C
Phone [phone] Fax [phone] Email 'f illette ahoo.com
PROJECT Name -The Hammocks at Port Swansboro
PROJECT SYSTEM(S) TRIBUTARY TO HALL'S CREED, QUEEN'S CREEK (STREAM NAME) WHITE OAK RIVER BASIN
ENGINEER/CONSULTANT Kathy B. Vinson, AICP
Company Coastal Planning Services
Address P.O. Box 4190 City/State Emerald Isle, NC Zip_ 28594 County Carteret I j
Phone [phone] Fax [phone] Email kbvinson an.ec.mcom
State or National Environmental Policy Act (SEPA, NEPA) — EA or EIS Required ❑ Yes X No
R STREAM ORIGIN Determination; # of stream calls; Stream Name
X STORMWA TER ❑ Low Density High Density -Detention Pond ❑ High Dens
Wetlands MUST be addressed below ❑ Low Density -Curb & Gutter (X I igh Density -Infiltration ❑ Off Site
❑ COASTAL ® Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
MANAGEMENT ❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
X LAND QUALITY X Erosion and Sedim n Control Plan with Greater than one acres to be disturbed.
WETLANDS (401) Wetlands on Pr X es [I No 'isolated Wetlands on Property ❑ yes ❑ No
ik
Check ail that apply Wetlands �Npacted ❑ Ye X Wetland Impacts: Acre(s)
Wetlands Delineation has been complete Yes ❑ No ❑ Buffers Impacted: Acres)
USACOE Approval of Delineation complet Yes ❑ No
404 Application in process w/USACOE ❑Yes XNo I Permit received from USACE ❑Yes XNo
401 Application required ❑Yes X No If Yes, ❑ Regular ❑ Express
Other Permits that you have questions about: Municipal server and water extension permits

JESSE VINSON 2S23S44916 03/09/06 12:09am P. 002
r
Ou1` ��� ��� t-j 7f 2 z .�
r( f ?
The Hammocks at Port Swansboro - l o G_ .,�1�...U.�O'3 20
Swansboro �g(�l.M 1 ��` r � ,� Gc(�t, J �6-340
Onslow County lam"'`
PCR Investments, Incorporated, dba as The Hammocks at Port Swansboro proposes to
construct a residential multi -family townhome subdivision to be located at 1143
Hammocks Beach Road. The project site consists of approximately 6.57 acres and fronts
both NC Highway 24 (Corbett Avenue) and Hammocks Beach Road (NCSR 1511).
Approximately 75 townhomes are proposed for construction. C—rrf
The townhome project is to be located on the site of a former snob' e ar . The
property is mostly flat, with some trees located on th ere are no CAMA
AECs located on the property and only a limited area of wetlands. The US Army Corps
of Engineers has concurred with the delineation of a small area of jurisdictional wetlands
on the southwestern corner of the property. The developer of the project intends to avoid
the wetland area in the design and construction of the project.
The Town of Swansboro recently rezoned the property to R-6 Residential District to
allow construction of the townhome project. The development will be served by
municipal water and sewer service. The Hammocks at Port Swansboro has received a
sewer allocation for the project, and adequate water capacity is currently available. There
are no local stormwater or erosion control agencies or ordinances with jurisdiction over
the project site.
The applicants intend to pursue express permits to develop the project. In addition to
stormwater and erosion and sedimentation control approvals, the project will require
appropriate authorization- to extend municipal water and sewer facilities to the site.

JESSE VINSON
2523544916
03/09106 12:09am P. 004

JESSE YIMSON ZS22544SIG 08/08/0b 14:0�=jam r. -401
,c
r
FAX COVER SHEET
TO: CAMERON WEAVER 910-350-2004
FROM: KATHY VINSON
DATE: MARCH 7, 2006
RE: Request for Project Scoping Meeting
The Hammocks at Port Swansboro
Cameron,
Attached are the completed coversheet, narrative, and vicinity map for
The Hammocks at Port Swansboro project. We would like to review the
project with the intention of pursuing the express permitting process.
Please let me know if additional information is needed. The best days
for us to come to Wilmington are Thursdays and Fridays.
We look forward to seeing you soon.
Katy Ninsag
,f�52-240-9297
t
This transmission contains 4 pages, including the cover sheet. Please call
252-354-4916 if there are problems with this transmission.

D"'quenttaxes, ifAny, to be PAW by the 61031nII4ornay to the
0
4
1
ow County T4X Caileotor upon dtsburaement of oloesng, R'000rding Tim®, Book and.'age
ro pceeds
Aafe, O oa
Tax Lot No.
Verified by .Parcel Identifier No. ,
County an the day of 2002
Mail 9fiw m 'rdb'g to %The li mnoeks at Port SwaMboro ,LLC ,1121 West Corbett This iostrutiaent was prepared Ave Swansboro, NC 28584
by Lanier 8c Foutirein,114 Old Bi idge St VO4-'gaksouvilte NC
, 28540/jlk
Brietf Deacriptiion far the index 6.57 saees, Map book 34,
. Fa$e119
NORTH CAROUNA GW'MM L yyARRAN,Y DIED
GRANT'OI,
PRESCOTT MANAGENLIENT I'A,RTN'.[rRSHM
A North CAMUna Partnership
1037 W. Corbett Ave
Swausbaro. NC 28584
THE AA11MOCKS AT PORT BWANSBORO, LLC
A Limited x+labiliV Company
1121 West Corbett Ave
Swanxtwro, NC 28584
The designation Oratitar and C3rantee as used laaresn shall include said p�� their heirs,
success
singular. plural, "*"OuUM }+minim or neuter as required by context �, and assigns, and shall itiolude
W'TNE nT-rL, that the brother, fora va.ivabia consideration pald by the C3ratitee, tberoesipt oi'whicli is hemb
by tllwe presents dose , bargain, sell and con y nowieugea, has ana
Swansboro Township, Onelow Co v0�' o tho Ciienteo fee simple, ali t6�t cezittin lot �-
Y . North Carolina and a more paiYiauLnrV described as follows: Parcel o f Iand situated in the
13eing all of 6.57 acres of that plat en#I#led ° PCR INVESTMENTS, INC d/b/a THE HAMMOCKS AT PART
SWANSBORO, being Part of that property as per Map Sock 34, page 119, Svvsnsboro NC re
Rawla and Associates, dated November 15, 2006 record®�! In Map gook 50, Page 1 i0, Slide L-1�2gg, OnsiDw County
registry. Y t>arles A.
Subject to those AostricaYe Covntyants ofr'ecord.
l 'd ti6�6 'ON alels3 "N u i elunod I a a 1 uei Wd6t l 900-Z 8

k
The Proporty hexoinabave described was acquired by GraW"r by Instrument recorded is Book 1348, Pegs 403, of the Oiasiow
County Registry..
A map showing the above described property is recorded In Map Book 50, Page 110.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges at7d appurtenaiaees tbeaeto bolon Ug to the
Grantee,in fee simple.
And the Gratxtor covenants with Cite Grantee that Grantor Is se' ma fee, sinlpie, tact title is marketable and free and clear of all encumbrof tiae and t S t rn f t Simple, has the tight to convey tlao same its
the, lawful claims of all persons whornsoover mxoept for the en tioza�s h and ftr ='mom will
�p hereinafker Stated. and defend the title wgatnst
Title to the property hexcin4bove described .is subject to the following exaaptions:
IN WITNESS WHWMOF, the Qrantcr has hereunto set his hand and Seal
slgnod its its co`Pwata pause by its duly authorized off, cers if eosporate, has caused this instriamnt to be
Airectors, the day and year ;first above written Grad its seal to be .1m m lto affixed by auttiority of its Board of
P
(Corporate Name) (SEAL)
OSTA-Z T. Prescott, Jr... M (S�)
anraging.Pa
ATTEST;
Secretary
(corporate seat)
(SEAL)
(SEAL)
NORTH CAROLINA, oni4"V4 COUNTY.
1, at Notary pybllo of the Countyard State aforemalct, oe
this daty and aaknowladgea that he a Managing, al�l4alah T Pre,eex, r per8onally cama betbre me
egy partner of ?reaoott MANAGEMENT PARTNERSHIP, s North
Carolina Partnership , andthak by authority duly given +srtd as the Octolthe corn
signed by him as managing partner, Witness my hand and otficIalOc slam or ea ,Ishe foregoing mstnim®ntwas
P —_ day c�
MY comrnlssion expires: i oJt b��
STATE OF; �UNZ„Y op
8E r9TAMP I, the utidersygrte i- a NO
WY Public of tits County aid Sta -4 afore 3
aalsnowLodged that km he is S pOMoW$' Came before we thi. atw that
ecaetaiy of a North Cwolitta A' any
given and as' Got of the corporation, the fore �ataon, Gad that by sutltarity duly
Presldetat, sealed with its c gong in8trntnonr Was Signed is its name by its
tuporata seat Grid attested by hiat/her as its Secretary. WittxoSS my hand
• apd official etalrip or seal, this tti day of.��`,2006
MY commission expires.,
Notary public
The foregoing Cfttjf1cafe(a) of
JAIM
show con the m be correct This lash untrrlt and this ce¢tiflcata am duly regiseomd at t11e date and time and in the Book and Page
shown on the fita'st page het+ao£
COUNTYREG1STER OF DEEDS pOR
Z 'd �6ti6 'ON a}p}s3 [•eat u i pluno j I a a i ue Wdbti l 900Z 8l "$nF/

_07
%oarteret County
Awmkmft Mcafim of an wmffmd bWw" to a� cre*
Frew v w ffW W Jomrree St a ft r, Ma NIa 91 ar
FA� Zts
-
0.2 0 0.2 0.4 Miles
_Emmm��_ -
E
S

1L
insb
Rd-
�
r

FINANCIAL RESPONSIBILITY/OWNERSHIP FORM
SEDIMENTATION POLLUTION CONTROL ACT
EXPRESS PERMITTING OPTION
No person may initiate any land -disturbing activity on one or more acres as covered by the Act before this
form and an acceptable erosion and sedimentation control plan have been completed and approved by the
Land Quality Section, N.C. Department of Environment and Natural Resources. (Please type or print and, if
the question is not applicable or the e-mal! and/or fax !nfomzatlo€i unavailal,le, plat:u NhA in the blank)
Part A.
1. Project Name %6/� i7?2At�D 616t 07- akf r
2. Location of,tand-disturbing activity: County, /Z4&4,) City or Township %CA6AP
Highway/Street A iI a W 71fAWatitude Longitude
3. Approximate date land -disturbing activity will commence:
4. Purpose of development (residential, commercial, industrial, institutional, etc.): ��Cyiy D/1� is
5. Total acreage disturbed or uncovered (including off -site borrow and waste areas):
6. Amount of fee enclosed: $ . The Express Permitting application fee is a dual
charge. The nonnal fee of $50.00 per acre (rounded up to the next acre) is assessed without a ceiling
amount. In addition, the Express Permitting supplement is $250.00 per acre up to eight acres, after
which the Express Permitting supplemental fee is a fixed $2,000.00 (Example: 9 acres total is $2,450).
7. Has an erosion and sediment control plan been filed? Yes No`. _ Enclosed
8. Person to
contact should erosion and sediment control issues arise during land -disturbing activity:
Name G E-mail Address eta ® LAG.
s / - �
Telephone / - Cell # 41/6 - J 7�-� 2 ax # On - .3L 6 • .777
9. Landowner(s) of Record (attach accompanied page to list additional owners):
S�lJih✓J'c3DAP ue 910 - 3ZG' -77
Name Telephone Q!o 3z4 ` DDDD Fax Number
77
Current Mailing Address Current Street �►&iress
City State Zip City State Zip
10. Deed Book No. z10-34 Page No. A& Provide a copy of the most current deed.
Part B.
1. Person(s) or firm(s) who are financially responsible for the land -disturbing activity (Provide a
comprehensive list of all responsible parties on an attached sheet):
Name E-mail Address
Current Mailing Address
City State Zip
Telephone 7/A 3Z4 - 63101)
Current Street Address
City State Zip
Fax Number G 3?P-6 ' -777

' 2. (a) If the Financially Responsible Party is not a resident of North Carolina, give name and street address
of the designated North Carolina Agent:
Name E-mail Address
Current Mailing Addrocc Current Street Adrimns
City State Zip City State Zip
Telephone Fax Number
(b) If the Financially Responsible Party is a Partnership or other person engaging in business under an
assumed name, attach a copy of the Certificate of Assumed flame. if the Financially Responsible
Party is a Corporation, give name and street address of the Registered Agent:
Name of Registered Agent E-mail Address
Current Mailing Address Current Street Address
City State Zip City State Zip
Telephone Fax Number
(c) In order to facilitate Express Permitting, it is necessary to be able to contact the Engineer or other
consultant who can assist in providing any necessary information regarding the plan and its preparation:
wWP �F}-S�" ✓4/��x!'i�✓�i ��s/ ,tea �� %a �� 1�� . ,e67—
Engineering Firm or othe nsultant E-mail Address
�frv'(" Gr so ck/' Qio- %;'26 9B
Individual conta person (type or print) Telephone Fax Number
The above information is true and correct to the best of my knowledge and belief and was provided by me
under oath (This form must be signed by the Financially Responsible Person if an individual or his attorney -in -
fad, or if not an individual, by an officer, director, partner, or registered agent with the authority to execute
instruments for the Financially Responsible Person). I agree to provide corrected information should there by
any change in the information provided herein.
Title or Authority
I, 0- e C -� , a Notary Public of the County of O'J-i )_6 �
State of North Carolina, hereby certify that C✓b�24 f Ot iQ.Q- appeared personally
before me this ,,,ggd being duly swom acknowledged that the above form was executed by him.
Wane ° �`[ seal, this day ofuer" / , ZO 0-
d
° Notary
Seal
mo®®lea UOMy commission expires14018 - f
e-a5-5«

1)eifavueatteaocs. iFagy, ro tla psW py cbnt�oorasy m she
Oudlow OD-W TAM C OUDO or upwk dfibua am*c tch wg
Rm=dkg Tb i% Boa k and Page
666�
T�XLOC . -
vtlBed by Pam khUdfierNa.
=tb*dw°� 2002
Mod after x*Oorftg to''biianMOOJO stPort Swansboro ",C. 1121 West Carbaa Ave Sws� NC 28S84
This lwtrurmen# waa Prapared by L4knlmc & Fcuajmip,114 Old Biid$O 3tw-k Is vMv. NC 28dgp)jik
BrkfD= dtp4on ft the hidaK 6.57 acres, Map book 34. page 119
NORTJ 3 CA1tOI,i KA, GW4XRA , WARRANTY DZm
bMM&GZblMT FArtRmVUtBWp
A North carothm pWp
1037 W. CarbattAve'
5wansbot+o. NC 28584
GRANTEE
WM SAJAMOCIM AT PORT SWANSBOEM, >:,'1,C
A x4nm tsd i+iwwgw rmpmw
1121 blast Corbett Ave
9wancboro. NC 28584
azaeoubn� iaminins Ornentar shall a,, a said pertves, their b0m, � and assigns, and MMU i ab;,de
��by
im
tho
�� timtel�e Qraruao� fora vatusbia �pg]d �, � �, f6e
Swsmboro Townp,n. aeri ami oonwvy ts�o the [4rpatee is $e. stn�le, elt t
tY , %ioaita L'ar,olins and rnmve is descHbad as f oflot+vs;
Rmr� aft of B.tiT acres Crf ti7stt plat engtfed " feCR tNVE3TMENT3, 1NG d/ttkt THE HANIMOCJGB AT PORT
SWANBBORg, laan9 I�tOfthat property ae p�Map Book 34, P� 119, �Sw$rWsbora, iVC, p 6y ctrartes.q. . dated November 7S, 2006 recordW in }IAsp Book B0, Page 1'{t3, Slide L-92pg, OnslOW County .
Suitjeot to truss Reatriedw Comfl a of=,OM

aboWo deectfibed was aoquirmd by i
COWWReziotw- 3110MOV * mstrL=eats+ecarded 3a Book 1348, p9,25 403, ofthe CWL i
A map showingthe above dewdben pwperW is rmmded iot bfap Hoods 50. rW 110.
TO HAVE AMD'TO HOLID am affma N lot or parM of had and a8 daivt'legoa =U, RMft� tweto
belongbW
to the
fhosiAopk.
Aad I'm Omutcr covmaft with the Grantee, eat Cyr as seized of tb,
fm WMple1 C S Of � ble and fte Rod clew Of ma � arm � � �� except for tha e�oaepd3�o m isnwae w states.
Tide to the psaPrty hazokabove desergedla subject to the ib2iowlag
ammacm
M WITNESs i Bcvl the Oxantiaur has "Isot ilb hand aad sea4 or if cMpoatute, has aetmed tip
to
COWDres
of eBowdMOMMftnd in, name is dte � of ims, and its seal to be ttenectabo ffutpd by may, of e
daY asd your $rt hove writeen.
(Courpoeabe Name) CMAL)
-41u
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ATTEST.
(Cwporate BOND
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bamatwyPtaRoafffmCotadyaad .� J aao
end adWw4MdgW tha�tho a MwMbV Pattoar of PraeoO<t
thls NiA
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PyOPartnorYBG+eelauulaatheastoTthsaorty►.thoa
mer h�td artd otGcfet etat� or <ttr��_�,
a&wmmmwmeapiras i�tfs�
C•�o+'t t'Fn+►sT+�laesnr
STATE OF: COUNTY op',
a, ttic stt satgeand, s NotaW Puib& of tie
c..ty ,,. Stasm fd, anrtli;y friar
aalarowlec�ad thsi tedslse m saoraEay of a xQ ttt C Owns beibre =0 this OW 4W
� sad that and as the eat of the crq=m*q, ma ftNpMg was
siowd jft
Pree3dao� seas" wish it cmg=z +e seat and attested by hfm& w itr in sts n by
of OW stamp cc seat. this Ox dW, of ,2nr�c � Witn m say hand
l','lY oommisstpts expitna:
NotatyPttbldc
the fouegoutg Cmtdfi�we) of
is/ere cWU&d to be ouixecL M"s iastrhtucKtt and Qsis aro d
RhcVm 4mttse ft<st~ h%*oE �3+tvgteeaoed at the data and time end in tie Book and PAW

apt d / 26M 12: 00 9104520060 LANDMANAGEMENT PACE 02/09
nnvr.'Y:9 w" f .,,• : .Ai .yin:
'N'(MhVfM-,-Ire'28#rar apaeve:lnlrRo.�/'i #W/.
April 7, 2006
Jeff Gillette
PCR Investments, Inc.
P.O. Box 384
Swansboro, NC 28594
Reference: Storm►water study for the Hammocks at Port Swansboro near Swansboro, NC.
Dear Mr. Gillette:
Lid Management Group, Inc. has m=ntly had the pleasure of evaluWing the
aforcmarWoned stormwater infiltration site. The purpose of the evaluation was to
examine a typical soil profile, quantify the depth to the seamnal high water sable, to
measure the infiltration: rates and to infoini the project engineer of any poten"
limitagons of this project. I offer the following comments.
My first task on this site was to identify the best area to propose for the infiltration
systau I identified an area with a seasonal high water table in excess of 24" with the
best soil and site conditions for infiltration. The area identified as well as the best plot
locations are being shown on a separate correspondence from Mr. Wysodd,s office. The
soils in this location are best described as the Onslow soil series and have a seasonal high
water table between 24" and 32" from the soil surface. This area has been modified in
the past by the placement and removal of mobile homes, installation of septic tanks and
drmnfields, and vehicular parking. A detailed profile description that typifies the soils in
this area is attached For Comparison, I have included the current official NRCS
description of an Ondow, soil series.
Due to the past land disharbance activities, it was required that infiltration rates be
Measured instead of utilizing estimates. In order to accomplish this task. I employed 2
different field techniques, the double ring infiltrometer and the compact constant head
perma meter. The soil located at approximately 24" above the seasonal high water table
was the focus of this study. This soil that is 24" above the seasonal high water table was
primarily the A and E/Bh horizons. I used the double ring infiltrometer to test the upper
2" of the soil surface, both in compacted and wwompacted areas. I used the compact
constatnt head permeameter to test the hydraulic conductivity at S". 9 and 10" from the
soil surface. The devices were used as follows:
Double ring infiltr meters were used at three locations to test the infiltration rate
Of the upper two inches of soil. A, total of eleven memsurements were reported. The
infiltration rate was determined by the adaptation of Darcy's Law:

04r nr/ GCR7b IZ:l9Y) 9104b20860 LANDMANAGEMENT PAGE 03/09
EP
Vi=Kw(Hw+Lf—hf)lLf
Where Vi — infiltration rate, Kw = hydraulic conductivity of the wetted zone, Hw = the
water depth above the soil, Lf - depth of the wetting Brent, and hf — pressure head of
water at wetted front as described in Methods of Soil Analysis, Part 1 (A. Klute,1986).
A compact constant had petmcameter (CC13P) was used to determine the
saturated hydraulic conductivity of the sod. The compact constant head permeameter
was set to nm at one depth in three locations for a total of three measurements. The
hydraulic conductivity was calculated utilizing Glover's solution to Richard's equation
for a shallow well pump in test. Details of the methodology are described in Medwds of
Soil Analysis, Part 1 (A. Klute, 1996) and Compact Constant Bead Per eameter: A
Convenient Device for Measuring Hydraulic Conductivity (Amoozegar,1992).
The following table summaorAs the physical testing results:
Test
Test Method
Depth to
Measured
Notes
Reported
Location and
Seasonal
K value
Pa meability
Depth
High Waxer
(inft.)
Values for
Table at Test
this Horizon,
Location
by MRCS
in/hr.
1 — 2"
Double Ring
31"
2.18
Compacted
2.0 to 20
foundation
from old
mobile home
1 — 2"
Double Ring
31"
40
Droughty
2.0 to 20
sulfacel—
large pores
filled ra i
1— 2"
Double Ring
31"
60
Droughty
2.0 to 20
surface —
large pores
filled TaPidly
1-10"
CCHP
31"
0.34
Compacted
2.0 to 20
foundation
from old
mobile home
2 — 2"
Double Ring
28"
60
Droughty
2.0 to 20
surface —
law pores
filled rapidly
2 — 2"
Double Ring
28"
90
Droughty
2.0 to 20
Surface -
large pores
fxllcd 'dl

n4w n r/ Lanb 12: 00 9104520060 LANDMANAGEMENT PAGE 04/09
2 — 2"
Double
28"
24
2.0 to 20
2 — 2"
Double Ring
28"
40
2.0 to 20
2 — 8"
C CHP
28"
2.02
2.0 to 20
3 — 2"
;Double Ring
24"
60
Droughty
2.0 to 20
surface —
lwge pores
filled rapidly
3 — 2"
Double Ring
24"
45
Droughty
2.0 to 20
surface —
large pores
fill ad 'dl
3 — 2"
Double
24"
30
2.0 to 20
3 — 2"
Double
24"
45
2.0 to 20
3 — 9"
CCHP
24"
1.29
2.0 to 20
Geometric
16.21
Mean all
Geometric
6.3
Mean
{saturated
test sites
The geom�eWc means presented above shows the mean for all test results as well
as a more realistic mean for the saturated sites only, which excludes the rapidly filling
pores at the surface of this droughty site. Both values conform to the published range for
this soil type. From a design stand point, I would recommend an infiltration rate that
does not exceed 6.3 inches per biour. Due to the inherent compaction of this site and the
complex lintoary of past uses, I would specifically recommend that the design a ngm=
use an infiltration rate of 2 inches per hour. This rate conforms well to the lowest double
ring infiltromete r value collected, the highest CCHP value collected, the published range
of values, and is a fraction of the actual measured values which tended to concentrate in
accessible and uncompacted areas.
In summary, the site should be proposed for stormwateyr infiltration with a
seasonal high water table that varies from 24" to 32" across the site and has a measured
infiltration rate of the upper teas inam of soil in excess of 2 inches per hour. I did not
observe any other facie rs that would limit the ability of this site to serve as a stonnwater
infiltration area. As always, the appropriate regulatory agency will have £mal permitting
authority in this matter. Please do not hesitate to contact me if you Dave any questions
with this report. 1 may be reached at 910-452-0001, 910-471-0777 or at
Sincerely,
49
9t-�hnp Williams
NC Licensed Soil Scientist, #1113
SC Professional Soil Classifier, #58

04/07/2006 12:00 9104520060 LANDMANAGEMENT PAGE 05/09
Typifying Soil Profile Description
Micro -Ridge, 0-2% slope
A O-C' Loamy sand, granular, vk ns, np,10YR4/1
BMh 6-12" Loamy sand, granular, fr, ns, np, few weakly cemented concretions,
10YR5/3, IOYR3/3,10YR4/3
Btl 12-15' Sandy loam, granular, fr, ns, up, 2.5Y6/4
Bt215-28" Sandy clay loam, moderate subangular blocky, fr, ss, sp, 2.5Y6/6
Bt3 25-34" Sandy clay loaaa, weak subangula it blocky, fi, ss, sp, 2.5Y6/6, 2.5Y6/2 Ptw,
2.5Y6/3
Bt3 28-34" Sandy clay loam, weak subaugWar blocky, fi, ss, sp, 2.5Y6/6, 2.5Y6/2 RMF,
2.5Y6/3
BCg 34-48" Sandy clay loam with Loamy sand lensos, massive and weak subangular
blocky, fi, ss, sp, 7.5YR5/8 RMF, 2.5Y7/2 RMF, 2.5Y6/3
EAmated seasonal high water table: 28"
Observed high water table on April 6, 2006: None observed
Range in estimated seasonal high water table: 24" to 32"
Range in observed high vMw table on April 6, 2006: None observed

04/87/2006 12:00 9104520066 LANDMANAGEMENT PAGE 06/09
LIX ICIal MnCS ur uuLyLtun - vi,%oj w •. is.+xavo .,
LOCATION ONSLOW NC-ISC
Established Series
Rev. WLB:JCJ:VL
1212002
ONSLOW SERIES
The Onslow series consists of moderately well drained and somtewbat poorly drained soils that formed
from moderately fine -textured Coastal Plain sediments. Thew soils an on nearly level to slightly convex
divides of uplands. Slopes range from 0 to 3 percent.
TAXONOMIC CLASS: Fine -loamy, siliceous, semiactive, thermic Spodic Paleudults
TYPICAL PEDON: Onslow loamy fine sand, on a nearly level convex divide in woods. (Colors are for
moist soil unless otherwise stated.)
A--O to 4 inches very dark gray (I OYR 3/1) loamy fine sand; weals medium granular structure; vary
friable; many fine roots; very strongly acid; clear wavy boundary. (3 to 6 inches thick)
E-4 to 8 inches; gray (1 OYR 6/1) loamy fine sand; weak medium granular structure; very friable;
common fine roots; very strongly acrid; clear wavy boundary. (0 to 7 imc)ues thick)
EtBh►--8 to 14 inches; very pale brown (10YR 7/3), light yellowish brown (10XR 614), and reddish
brown (SYR 5/4) loamy fine sand; massive; very friable to firm; about 1 /3 of the horizon is weakly
cemented Bh and 113 is strongly cemented Bh concretions ranging from 1/4 to 3/4 inch in size; few fine
roots; very stronOy acid; clear wavy boundary. (3 to g inches thick)
W--14 to 17 inches; very pale brown (10YR 7/3) loamy fine sand; weak medium granular structure; very
friable; few fine roots; very strongly acid; clear wavy boundary. (0 to 10 inches thick)
BE--17 tv 20 inches; brownish yellow (I OYR 616) fine sandy loam; flew coarse distinct very pale brown
(I OYR 7/3) mottles; weak fine subangular blocky structure; very friable; few five roots; very strongly
acid; clear wavy boundary. (0 to 4 jupbes thick)
BU--20 to 30 inches; brownish yellow (I OYR 6/6) sandy clay loam; few medium distinct strong brown
(7.SYR 518), and light gray (1 OYR 7/1) mottles; weak medium subangular blocky structure; finable,
slightly sticky, slightly plastic; few medium roots; few thin clay films on faces of.'peds; very strongly
acid; gradual wavy boundary. (6 to 15 itches brick)
Bt2--30 to 41 inches; mottled light ycllowish brown (I OYR 6/4), strong brown (7.5YR 5/8), and light
gray (I OYR 7/2) sandy clay loam; weak medium subangular block
y structure, friable;slightly sticky,
slightly plastic; few thin clay films on faces of peds; very strongly acid;, gradual wavy boundary. (8 to 15
inches thick)
Btg,-41 to 53 inches; aught gray (10YR 7/2) sandy clay loam; common medium distinct brownish yellow
(1 OYR 6/8), and few fine prmiuernt Yellowish red (5YR 518) mottles, weak medium subangular blocky
structwe; friable, slightly sticky, slightly plasde; few thin clay fibs out faces of peels; very strongly acid;
http:/lo,tho-itw nres.usda.gov/r-gi-bin/o i/sd osdvame,-cgi ? P 4/7/2006

n4/ b f/ X1JUb 12: 00 9104520060 LANDMANASEMENT PAGE 07/09
Utilclal berm Lx sffipnon ^ VjvDl v w oc1 ias
gradual wavy boundary. (5 to 14 inches thick)
BCg 53 to 68 inches; light gray (10YR 7/1, 6/1) sandy clay loam with lenses of sandy loam; common
medium distinct yellowish red (5YR 5/8) mottles; weak subangular blocky structure; friable; slightly
sticky; few small bodies of clean send; very strongly acid; gradual wavy boundary. (7 to 20 inches thick)
Cg--68 to 80 inches; white (1 OYR 8/1) sandy loam with common lenses of loamy sand; few mediuw
distinct light yellowish brown (10YR 6/4) and brownish yellow (10YR 6/8) mottles; massive; friable;
very strongly acid.
TYPE LOCATION: Onslow County, North Carolina; 0.6 mule southwest of Swansboro, 0.3 mile north
of intersection of SR 1444 and SR 1447, 100 feet east of SR 1444.
RAj4GE IN CHARACTERISTICS: The loamy textured horizons extend to 60 inches or more below
the soil surface. The reaction rangers from strongly acid to extremely acid in all horizons except where
the surface has been Timed.
The A or Ap horizon has hue of 10YR to SY, value of 3 to 5, and chrome of 1 to 3.
The E horizon, where present, has hue of I OYR to SY, value of 5 to 7, and chroma of Ito 4.
The E portion of the E and Bh horizon has hue of IOYR or 2.5Y, value of 4 to 8, and cbroma of 3 to 6.
The Bh portion has hue of 10YR, 7.5YR or 5YR, value of 2 to 5, and chrome. of 2 to 4. It is
discontinuous and ranges from 15 to 75 percent of the E/Bh horizon. Weakly to strongly cemented Bb
concretions range from 15 to 35 percent of the Bh portion of this horizon. In some pedons the Bh
horizon is destroyed by tillage but the Bh concretions rmanin in the plow layer as evidence of this
horizon.
The E' horizon, where present, has hue of 1 OYR to 5Y, value of 5 to 8, and chroma of 2 to 4. The ,A, E,
and EIBh horiaoars are loamy fine sand, fine sandy loam, loamy sand, and sandy loam.
The BE horizon where present, lass hue of IOYR to 5Y, value of 5 to 7, and chrome, of 3 to 8. It is fine
sandy loam, sandy loam, or sandy clay loan.
The Bt horizon has hue of 1 OYR to SY or rarely 7.5YR, value of 5 to 8, and chrome, of 3 to 8 or is
mottled in shades of these colors. Mottles m shades of gray, brown, and red arc in most pedons with a
dominant matrix color.
The Btg and BCg horizons have hue of 1 OYR to 5Y, value of 5 to 8, and chrome of 1 to 2. Mottles in
shades of yellow, browny and red are in most pedons. The Bt, Btg, and BCg horizons are sandy clay
loam, clay loarn, fine sandy loam, and sandy loam.
The Cg horizon has hue of I OYR to 5Y, value of 5 to 8, and ehroma of 1 to 3. Mottles in shades of
yellow and brown are in some pedons. It is sandy clay loam, clay loam, sandy loam, loamy sand, and
sand or is stratified with these textures. Some pedons have clayey or silty, I1C horizons.
COMWEMNG SERIES: There are no other series in this family. Those closely related families are the
Baymeade. C-ra_yc& f o;eslon, { odsbor% Leon, Mandarin, Mascotte, and Seagate series. Baymeade and
Seagate soils have arenic surface layers. Craven, Foreston, and Goldsboro soils do not have spodic
horizons. Leon, Mandarin, and Mascotte soils have a continuous spodic horizon and in addition, Leon
http:#0rtho.ftw.nres.usda.gov/cgi-bin/osd/osdname cgi?-P 4/7/2006

04/07/2806 12:00 9184520060 LANDMANAGEMENT PAGE 08/09
t mcla► zienes V *x-,npuvu - v14aLv yr orm a - . .
and Mandarin soils lack an argillic horizon.
GEOGRAPHIC SETT WG: Onslow soils are on slightly convex hAerstresm divides in the lower
Coastal Plain. Slopes range from 0 to 3 percent They farmed in loamy Coastal Plain sediments at
elevations of about 20 to 65 feet above sea level. Average annual precipitation is about 50 inches and
mean annuals tempcmture is 63 degrees F. near the type location
GEOGRAPHICALLY ASSOCIATED SOILS: In addition to the competing series, these are the
,Autryviut, Echaw, l.ega r, Lynchburg, Pactol s, Rains, Staliizx�;s, and iyfightsboro series. kept for
the Echaw, none of the soils have a spodic horizon. Echaw soils are sandy and have a con*nious spodic
horizoa at a depth of 30 to 50 incites.
DRAINAGE AND PERMEABILITY: Moderately well drained and somewhat poorly drained; slow
runoff; moderate permeability_ The seasonal high water table is about 18 inches below the mnfacc for 2
to 4 months in most years.
USE ,AND VEGETATION: About 2/3 of the acreage is cleared and used for crops, pasture, or urban.
Main crops grown are corn, soybeans, and tobacco. Native woodland species include loblolly pine,
longleaf pine, red oak, white oak, wader oak, hickory, sweetgum, red maple, holly, dogwood, and
sweetbay.
DISTRIBUTION AND EXTENT: Lower Coastal Plains of North Carolina, South Carolina, Virgwxa,
and possibly Georgia and Florida. The series is iMextensive.
11 IRA OFFICE RESPONSIBLE: Raleigh, North Carolina
SERIES ESTABLISHED: Onslow County, North Carolina,1921 _
REMARIO: Diagnostic horizons aid feahues recognized in this pedon are:
Ochric epipedon - the zDne from the surface to a depth of. 8 inches (thc A and E htodzom).
Albic horizon - the zone from a depth of 4 to S inches (the E horizon not required).
AxgWic horizon - the zone Rom a depth of 20 to 68 inches.
TABULAR SERIES DATA:
S0I-5
Soil Name Slope
Airtemp FrFr/Seas
Precip Elevation
NCO049
ONSLOW
0- 3
59- 64 190-250
46- 57 25-
65
SOI-5
FloodL
FloodH Watertable Kind Montba Bedrock Hardness
NCO049
NONE
1.5-3.0 APPARENT DEC -APR 60-60
S0I-5
Depth
Texture
3-Inch
No-10 Clay%
-CEC-
NC0049
0-17
LES LS
0- 0
95-100 2- 8
1- 3
NCO049
0-17
FSL SL
0- 0
95-100 5-15
1- 4
NCO049
17-53
SCL SL CL
0- 0
95-100 15-35
2- 4
NCO049
53-80
VAR
-
S01-5
Depth
-pH-
O.M. Salin Pe=meab Shnk-Swll
NCO049
0-17
3.5- 5.5
.5-2_ U- 0 6.0-
20 LOW
http://vrtho.ftw.nacs.usda.gov/cgs bin/osd/osdnaurecgi2 P 4/7/2006

04/87/2006 12:00 9104520060 LANDMANAGEMENT PAGE 09/09
�:1rIIClt�1 aCttt� 11C�:<i�uvu - vx.ui.v n 4lvatvu ..
NCO049 0-17 3.5- 5.5 .5-2. 0- 0
NCO049 17-53 3.5- 5.5 0.-.5 0- 0
NCO049 53-80 - - -
National Cooperative soil Survey
U.S.A.
2.0- 6.0 T,OW
0.6- 2.0 LOW
http://ortho.ftw.nres.usda.gov/cgi-bin/o &,Wn...r p 41'T/2006

i
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7 Knockout
t FOO
Lifters
e. ..a r
8�
I Wt.— 36.350 Lbs
2 8 Knockouts W L— 35.805 Lbs
•,
-
1-1/2"0 �Btttyl Rubber
Sealant - Joint With 6"
• Band Of onshrink Grout
Utters
24"a► Cast Iron
Rina t & Covers
Imprinted On Tank:
SRrTC
STB--166
12.000 Gat
Mfg Date
1 O'—O"
",\-drtfl'(oft04
OAUA�f COUAR
2" "
Utters •�
98"
8 "0 Flow Holes 1066
66
iyp Of 7 "
12" OC
%-L. 36.350 LIB
Baffle Wt— 6.752 Lbs
WW\12000gafi
REtMF0RCE#AE1HT
#5 a 6- OCEw
COMCRM *= PSI 0 28 .DAYS
47"
9•-O" I
:4 1 121"
1.2,000 Callan Seadc Tank

!,Aectlng Vertormance storm :N,,ewers
end Drainage S
Drainage systems are required to meet multiple criteria. The
choice of a particular material depends upon a number of
(odors; however, the best choice is the one that yields the
best performance over tie projed life cycle.
Qbtessoplss@& Seam floor sned
Dridn"100 Pipe
In recent years, the use of thermoplastic pipe for stormwater
drainage systems has gained wide a=ptance•-�d
upon performance art economic advantages when
contrasted with more conventional drainage pipe materials.
However, when it comes to perforr aar:€e, rot all
.he plastic sz-0--m sweves isipes are eq;xd. There
are distinct differences bdMven A-2000 Polyvinyl Chloride
(PVC) drainage pipe and other drainage pipes that can
affect overall pipe system CONUICWA-2000 me owe
wvaNWW to Djawiftin a'f•36w
Originally developed in the early 1980's, A-2000 has
built an outstanding performance history thars sang the
standard for gravity flow, sanitary sewer applications. The
material advantages offered by PVC ---pus the innovafnre,
double wall design with the unioiue, patented gaskeW joint
system —makes A,2000 the ideal twice for stormwater
drainage systems. Now you can have all of the advantages
without the limitations of HDPE or reinforced concrete pipe.
tsaipetA=Wpn 1s*Wmdsots*dtobadhudk
No WE.
2
A-2000's PVC
compound
provides 6 fumes
greater iong4orm
material stillness as
compared to HDPE
drainage pipe materiab.
And A-2000 pipe, unrike
HDPE drainage pipe, has a
minimum 46 pipe stiffness for all diameters.
Minimum SpKmed Pipe Siffness (73°)
When compared to other thermoplastic pipes on the market,
A-2000 stands up to the test. -in fact, it comes out On flop.
When installed in accordance with ASTM D2321, Ar2000
provides excellent shape control (performance).
The dillrence between effective pipe stiffness of
X2000 and HDPE drainage pipe during construction on a
summer day can resuk in A,2000 being as much as
3 TOM STD This AW"Ifiiaant stiffness advantage,
combined wish PVCs Ewer again sense Mly and tompaviture
sensitivity, moons At2000 can be instated with conventional
flexible pipe practice and not experience excessive shape
distortions.

D.
melo s of Bras'
Based an research done under die National Crooperarive
Highway Research program, AASHTO has revised its plastic
pipe design methods. AASHTO Section 12 designs now
include wall profile stability, sail arching and dean as
design aonsidwaHons. Unstable wall profiles fail by local
buckling rather than by ring compression or ring bL=ktmg.
This reward de=nWmfts dxd Am A-2000 prafile is stable
while others, like those used for NUPE M294 pipe, are not.
r� A cmmparriSrsra OF COVOr -heighis arsssig A-4Si 17- 0
design rraetfhaadafcrgy andflM five 140c:ofia9 rar
A-2W0 and a major rstcmErsfccf0rSr'S . JDPS
IM. A-94 pipe crre Su3E?mormed below.
i
A 2000 vs. HDPE Heights of Cover
PVG�20U[f-ASiNMf9 9 1'20' A1A,A],A3 'f1%- . 1.SXQD:+12'
................... .. •2}'..s....:Alqbi,hl...........................----• 'ISX00.+1Y........
3

m� - � [100 Froduds
1
A-3O0O for Roof Druhnge ftoftm
Managing large volumes of starmwater runoff from roof
areas of industrial, commercial and warehouse facilities is
more demanding than for most gravity -fled sewer systems.
Additionally, intense rainfalls, combined with added build-
ing height, can crease hydrostatic pressures within the pipe,
on the joints and other system components. To handle these
requirements, you need the higher strength and joint tight:
ness of A-2000 PVC drainage pipe. CONiECH's full lire
of readily available adapters and fittings makes connecting
downspouts and laterals simple. Because of the unique
gadget and bell design, there is no field beveling required.
A2- UMW Ripe 1or'llr 0e6av6gNrtsfiea
Renew the performance of your aging underground
infrastructure with A2 Uner Pipe —the proven, trenchlass
solution to dipr'ming existing sewers and culverts. Using
` the double wall A•2000 design, CONTECH developed A2
Uner Pipe for sliplinmg deteriorating pipelines where open
trenching is not practical or desirable. You can install A2
Unw Pipe in diameters ranging from 12'-3W and in lengths
from 2.5' to 20'--qpeedirg inskillation. And because of its
tight weight you can use smaller, less expensive equipment
for installation ---reducing costs.
A►-2O00 Pre%hd Pipe Fer S lithe
Syshim
CONTECH A,2000 offers several critical features and
benefits that make it the pwformnance choice for subsurface
drainage systems:
• 46 psi pipe stiffness for structural stability.
• Glossy smooth interior for improved hydraulic capacity.
• Double wall design that provides essential beam strength
for improved line and grade control during installation.
• Posffive-gasketed jointing system.
Standard perforoHow for 4'--18' diameters are slots,
while perforations for pipe sizes 21'36' arc circular'f s'
diameter (.375') holes. Fully perforated A-2000 is
also available.
7

BENEFITS OVER OTHER TYPES OF BMPS
>.
>y
Helps counter drought conditions by maintaining groundwater base flow to streams.
Replicates pre -development hydrology.
Eliminates thermal discharge loadings.
Replenishes groundwater supplies.
Achieves higher pollutant removal rates through soil filtration and accelerated
microbial actions (bio-remediation).*
Achieves Low Impact Development, LEED and Zero Discharge goals.
Reduces dependence on stormwater ponds and associated maintenance costs,
liability and mosquito problems and allows for higher value use of the pond area.
Provides a lower cost and longer effective life alternative to perforated pipe.
Provides a lower cost alternative to drainage pipe for conveyance, with added
benefits of groundwater recharge and water quality enhancement.
* In soils that do not perk well, the benefits of microbial actions still occur.
AVERAGE % REMOVAL RATES
POLLUTANT
Water
Filtering
Water
PARAMETER
INFILTRATION Wetland Quality Pond
System
Quality Swale
Total Phosphorus
....................................................
65 :..............................................,...............................................
51
45.5
45
14.5
Total Nitrogen
.......................................................................................................................I
82.5
20.9
30
32
10.5
.......................
Lead
.................... ......... :................................................................
98
63
66.5 .....................................................
71
50
Zinc
..................................................................................................................................................
99
53.5
50.5
69
49
Suspended Solids::
.......................................................................................I............:.............................................
88.5
78
70
81
66
Organic Carbon
82
28
35
57
3
Source: Brown, Whitney, Schueler, Thomas. National Pollutant Removal Performance Database for
Stormwater BMPs, August 1997, Center for Watershed Protection, Ellicott City, Maryland.
BENEFITS OVER SIMILAR TECHNOLOGIES
» Direct connect side portals eliminate expensive header pipe
manifold feed and discharge pipe systems and related extra
excavation and stone.
Approximately 40% fewer chambers needed due to significantly
greater storage capacity.
>. Significantly less time and labor cost for installation.
» Significantly less excavation, stone, backfill, compaction, grading,
and filter fabric required.
» Exceeds AASHTO H-20 Wheel Load Rating by 3 times.
Integrated end walls; no extra cost for end plates.
» Large diameter inspection/clean out risers with our patented
Sediment Trap- for low cost and easy sediment removal
eliminates need for expensive pre-treatment devices.
"A Septic urainfield for Storm Water"T`"
8.5'
••+ www.starmehambers.com

ever opment Hydrology"""
RECOMMENDED INSTALLATION
ASPHALT SURFACE
StormChambeff storage= 75CF PAVEME14TBASE
r -ign storage capacity= 115 to > 161CF 90% COMPACTED CLEAN
FILLOR - 2"
CRUSHSHEDD IFOR PAVED AREAS FOR WIPAVED AREAS
NASHED STONE
V.
i
90% COMPACTED CLEAN
FILL COVER OR CONTINUE
CRUSHED WASHED STONE
TO SURFACE
18" MIN
�. r}
t a"'NilI I
rry«�� r .. «Fr�77PTIN
FILTER FABRIC AT
c
STONE/SOIL INTERFACE
NFUM E FILTER "rABRI
�.
314"- r' CRUSHED ;
' : • AGAINST
WASHED STONE
ITRENCH WAL
IN
9' IAIP
1• --1' MIN
LIGHTWEIGHT STABILIZATION
NETTING (SUPPLIED)
4' X P
UNDER ALL STORMCHAMBERS
HEAVYWEIGHTS T ABILIZAT101
NETTING (SUPPLIED)
Q18" MINIMUM FOR TRAFFICED AREAS
UNDER FLOW RECEIVING
12" MINIMUM FOR UN-TRAFFICED AREAS
STORMCHAMBERS
CLEAN OUT / INSPECTION WELL AT END OF ROW(S) RECEIVING INFLOW
,T CAST IRON FRAME
WITH COVER
COMPACTED CLEAN FILL
OR 314"-2" CRUSHED,
3' X 3' REINFORCED INSPECTION COVER
WASHED, STONE
CONCRETE PAD
PAVEMENT
MIN
10" PVC .:.''" .a "• _•'•'
�_ 6
PIPE RISER
SCH40
OR DL35
3/4" - 2"
CRUSHED
A
n,
11111
11
��� 11.
I�
WASHED,
STONE
STORMCHAMBER'"
SEDIMENT TRAP "
10" PVC PIPE RISER
SCH40 OR DL35 —
f SHOWN INSERTED
INTO CHAMBER
EXAMPLE CONFIGURATION
OPTIONAL
OUT -FALL
9" SEPARATION
BETWEEN ROWS
1 10" CLEAN -OUT
RISER AND
SEDIMENT TRAP'
HTWEIGHT
ABILIZATIOR
ING (SUPPLIED)
MDER ALL
RMCHANkBERS
ANGLE IRONS
TO SUPPORT
INSERTED PIPE
END CHXT.,BER _N
' / CHAMBER
MIDDLE CHAMBERS
10" CLEAN -OUT RISER
NOTE: PLACE LIGH'RREIGHT
AND SEDIMENT TRAP"
Nh
STABILIZATION NETTING (SUPPLIED)
CATCH BASIN
UNDER ALL STORMCHAMBERS'"
4' x 7' HEAVYWEIGHT—
STABIL IZATIOH NETTING
(SUPPLIED)
8"-12"
PVC
www.stormchambors.com •••

THE HAMMOCKS AT PORT SWANSBORO
STORMWATER PUMPING SYSTEM
SYSTEM DESCRIPTION
THE STORMWATER COLLECTION SYSTEM WILL BE COMPRISED
OF TWO (2) SEPARATE PRECAST CONCRETE COLLECTION/
HOLDING TANKS BELOW GRADE, WITH A CAPACITY OF TWELVE
THOUSAND (12,000) US GALLONS EACH, FOR A TOTAL OF
TWENTY-FOUR (24,000) GALLONS OF STORAGE CAPACITY
EACH OF THE COLLECTION TANKS WILL INCLUDE A FOREBAY
OR GRIT CHAMBER AT THE INFLUENT INLET THAT IS
SEPARATED FROM THE LARGER PUMP CHAMBER BY AN INNER
WALL OR WEIR. THIS CHAMBER WILL PROVIDE FOR THE
COLLECTION OF SEDIMENT PRIOR TO THE STORMWATER BEING
PUMPED TO THE INFILTRATION SYSTEM.
EACH COLLECTION TANK WILL CONTAIN THREE (3)
SUBMERSIBLE, CENTRIFUGAL, NON -CLOG GRINDER PUMPS;
PUMP STATION No. 1: 400 GPM, 20'TDH-5HP,1750RPM7230V, 1 PH
FOR A TOTAL CAPACITY OF 12000PM.
PUMP STATION NO. 2: 400 GPM, 20'TDH-5HP,1750RPM,230V, 1 PH
FOR A TOTAL CAPACITY OF 12000PM.
PUMP SYSTEM SEQUENCE OF OPERATION
OPERATION AND SEQENCING OF THE PUMPS WILL BE
ACHIEVED BY THE USE OF AUTOMATIC FLOAT LEVEL SWITCHES
LOCATED WITHIN THE PUMP CONTAINMENT CHAMBER WHICH
WILL INITIATE CONTACTS LOCATED WITHIN THE REMOTE NEMA
4X PUMP CONTROL PANEL. PUMPS WILL ALSO BE CONTROLLED
FOR RUN TIME AND ALTERNATION BY A PROGRAMMABLE LOGIC
CONTROLLER(PLC). THE LOGIC FOR THE PLC IS INCLUDED ,AS
AN ATTACHMENT HERETO.
1

AS THE WATER LEVEL RISES TO THE ELEVATION FOR A LEVEL
FLOAT TO "MAKE" THEN THE NEXT PUMP IN SEQUENCE WILL
START. IF THE WATER LEVEL CONTINUES TO RISE, THEN A
SECOND PUMP WILL START, AND UPON A CONTINUED RISE IN
WATER LEVEL A THIRD PUMP WILL BE ENABLED.
AS THE WATER LEVEL FALLS WITHIN THE PUMP CHAMBER
THEN THE INVERSE OF THE ABOVE DESCRIBED CONTROL
SEQUENCE WILL OCCUR, WITH EACH PUMP BEING SHUTDOWN
AS THE LEVEL FALLS BELOW EACH OF THE FLOAT LEVEL
SWITCHES.
UPON CESSATION OF PUMPING, AND THE NEXT EVENT CYCLE
OCCURS THAT WILL REQUIRE A PUMP START, THEN THE PLC
ALTERNATOR BLOCK WILL SELECT THE NEXT PUMP THAT WAS
THE LAG PUMP UPON THE PREVIOUS CALL FOR A PUMP START.
THIS WILL ASSURE EQUAL RUN TIME, AND THUS EQUAL WEAR
ON EACH OF THE THREE (3) PUMPS IN EACH PUMP STATION.
IF THE WATER LEVEL CONTINUES TO RISE WITHIN THE PUMP
CHAMBER WHILE THE PUMPS ARE OPERATING, THEN A "HIGH
WATER" LEVEL FLOAT WILL INITIATE AN ALARM CONDITION
INDICATION WITH THE ACTIVATION OF AN AUDIBLE ALARM
HORN, AND A VISUAL ALARM STROBE LIGHT DISPLAYED ON
THE PUMP CONTROL PANEL.
THE DESIGN CONDITION OF THIS SYSTEM IS TO ACCOMMODATE
THE CONDITION OF 1.591 OF RAINFALL.
ANALYSIS AND RESEARCH REGARDING THE POSSIBLE
SCENARIOS AND CONDITIONS THAT MAY BE FORESEEN DURING
THIS EVENT HAVE BEEN THOROUGHLY EVALUATED_
AS A RESULT, IT IS DETERMINED THAT THE CONTROL OF THE
"RUN-TIME" FOR ALL THREE(3) PUMPS BY THE PLC WILL ALLOW
THE PUMPS TO OPERATE FOR A CUMULATIVE PERIOD OF FIFTY-
FOUR(54) MINUTES.
2

AFTER THIS TIME PERIOD THE PLC WILL NOT ALLOW A PUMP
START.
AFTER A PERIOD OF FORTY-EIGHT(48)HOURS HAS LAPSED,
THEN THE PUMP CONTROL SYSTEM WILL BE ENABLED TO
ALLOW CONTINUED OPERATION AS HERETOFORE DESCRIBED.
AFTER THE FORTY-EIGHT(4E) HOUR TIMER HAS "TIMED -OUT",
THEN THE SYSTEM CONTROLS WILL "RESET" TO ALLOW
NORMAL OPERATION AND CYCLING OF PUMPING.
IN THE EVENT OF THE CESSATION OF ALL PUMPING, AND A
CONTINUED RISE IN WATER LEVEL OCCURS, OVERFLOW WEIRS
LOCATED IN THE TOP OF THE PUMP CHAMBER WILL ALLEVIATE
THE CONDITION BY ALLOWING WATER TO OVERFLOW ON TO A
CONCRETE APRON SURROUNDING THE PUMP STATION.
THIS CONCRETE APRON WILL DIRECT THE WATER TO A
CONCRETE WEIR TO ALLOW FOR SHEET FLOW DISPERSION.
OPERATION AND MAINTENANCE
THE STORMWATER COLLECTION AND INFILTRATION SYSTEM
WILL BE INSTALLED IN ACCORDANCE WITH ALL
MANUFACTURERS INSTRUCTIONS AND RECOMMENDATIONS;
(SEE ATTACHED DOCUMENTATION).
THIS SPECIFIC INFILTRATION SYSTEM IS DESIGNED AROUND
HYDROLOGIC SOLUTIONS' i°STORM CHAMBER SYSTEM".
PERIODIC INSPECTION OF THE INFILTRTION SYSTEM WILL BE
CONDUCTED ON ROUTINE. REGULAR BASIS TO ASCERTAIN
OPERATING EFFICIENCY AND TO ASSURE THAT THE
COLLECTION OR "BUILD-UP" OF SEDIMENT WITHIN THE STORM
CHAMBERS IS NOT PREVALENT.
THESE INSPECTIONS WILL BE DOCUMENTED AND FILED WITH
THE OWNING AGENCY.
3

ANY MODIFICATIONS OR CHANGES OR ALTERATIONS TO THIS
SYSTEM REQUIRED BY THE MANUFACTURER WILL BE
ACCOMODATED AND INCORPORATED IN A TIMELY MANNER,
AND DULY DOCUMENTED AND RECORDED.
4

i\
1
Sfl

Electrical
Data
MODEL: SH-Non-Clog Sewage pump
section NON -CLOG Page 305
Dated SEPTEMBER 1993
R.P.M.
1750
MOTOR TYPE
ENCLOSED, OIL COOLED INDUCTION
MOTOR DESIGN NEMA TYPE
B (3o) L (1o)
GENERAL INSULATION CLASS
B
STATOR WINDING CLASS
F
MAXIMUM STATOR TEMPERATURE
311 OF
MOTOR PROTECTION
BI-METALLIC, TEMPERATURE SENSITIVE DISC, SIZED
TO OPEN AT 1200C AND AUTOMATICALLY RESET @ 30-350C
DIFFERENTIAL, ONE IN SINGLE PHASE, TWO IN THREE PHASE
VOLTAGE TOLERANCE
*10%
3
200
1
G
1.2
19.6
22.9
91.0
3.3
18.2
3.9
.67
.67
.65
.57
.88
.85
.80
.71
230
17.1
20.0
79 .0
3
200
3
J
1.2
10.9
12.8
64.5
3.1
22.3
3.8
.73
.72
.70
.64
.83
.82
.80
.72
230
9.5
11.1
56.0
460
4.8
5.6
28.0
575
3.8
4.5
22.5
200
1
G
1.2
33.9
39.3
144
5.7
28.8
6.8
.66
.66
.65
.60
.87
.84
77
.64
230
29.5
34.2
125
5
200
3
J
1.2
17.6
20.6
108
4.8
37.4
6.1
.79
.79
.77
.72
.80
.78
.73
.62
230
15.3
17.9
94.0
460
7.6
8.9
47.0
575
6.1
7.2
37.6
7.53
1
K
1
1.2
29.0
32.9
194
7.2
67.0
10.1
.78
.78
.76
.71
.76
.72
.66
.56
M4660
25.2
28.6
168
12.fi14.384
10.1 1
11.4
67.2
AURCRAPUMP - uvnDnmAT1f - DI1MDC