SW8040706_Historical File_20040716

�oF wArF,,P Michael F. Easley, Governor
�Q G William G. Ross Jr., Secretary
y North Carolina Department of Environment and Natural Resources
r
o , Alan W. Klimek P.E.,Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
July 16, 2004
Mr. Karl Stimpson, Member/Manager
United Developers of North Carolina, LLC
PO Box 26
Pfafftown, NC 27040
Subject: Stormwater Permit No. SW8 040706
Harborside
High Density Project
Carteret County
Dear Mr. Stimpson:
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for Harborside on July 15, 2004. 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
040706 dated July 16, 2004, for the construction of the subject project.
This permit shall be effective from the date of issuance until July 16, 2014, 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 Linda Lewis, or me at [phone].
Sincerely,
A C_ V_
Rick Shiver
Water Quality Regional Supervisor
RSS/arl: S:IWQSISTORMWATIPERMIT1040704.ju104
cc: Ron Cullipher, P.E., Stroud Engineering
Katrina Marshall, Carteret County Building Inspections
Division of Coastal Management
Linda Lewis
Wilmington Regional Office
Central Files
N. C. Division of Water Quality 127 Cardinal Drive Extension 910 395-3900 Customer Service ArA Wilmington Regional Office Wilmington, NC 28405 (91 ) 350-2004 Fax [phone] N h��
'V�E

State Stormwater Management Systems
Permit No. SW8 040706
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
Karl Stimpson, United Developers of North Carolina, LLC
Harborside
Carteret County
FOR THE
construction, operation and maintenance of 7 sand filters in compliance with the
provisions of 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 July 16, 2014, 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
controls have been designed to handle the runoff from the built -upon area within
the specified drainage area, as per Section 1.6 of this permit.
3. The tract will be limited to the amount of built -upon area indicated in Section 1.6
of this permit, and per the approved plans.
4. 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 040706
5. The following design criteria have been provided in the sand filters and must be
maintained at design condition:
Sand Filter Number: 1 2A 213 2C 3 4 5
a. Drainage Area, ft2: 31,201 13,327 6,567 33,835 29,745 23,126 11,383
Onsite, ft2: 31,201 13,327 6,567 33,835 29,745 23,126 11,383
Offsite, ft2: 0 0 0 0 0 0 0
b. Total BUA, ft2: 29,102 6,918 4,938 24,671 18,150 10,862 6,120
c. Design Storm, inches: 1" 1" 1" 1" 1" 1" 1"
d. Sand Filter Depth, ft: 1.5' 1.5' 1.5' 1.5' 1.5' 1.5' 1.5'
e. TSS efficiency: 85% 85% 85% 85% 85% 85% 85%
f. Filter Bottom, FMSL: 3.5 3.21 3.21 3.21 .88 .88 .88
g. Filter Area, ft2: 260 144 58.5 306 246 195 97.5
h. Sediment Area, ft2: 260 144 58.8 306 246 195 97.5
i. Storage Volume, ft3: 780 432 175.5 918 738 585 292.5
j. Top of Sand, FMSL: 5.5 5.21 5.21 5.21 2.88 2.88 2.88
k. Weir Elevation, FMSL:5.66 5.38 5.38 5.38 3.05 3.05 3.05
I. Grate Elev., FMSL: 6.5 6.21 6.21 6.21 3.88 3.88 3.88
m. Controlling Orifice: 6" 0 6" 0 6" 0 6" 0 6" O 6" O 6" 0
n. Number of Orifices: 12 5 4 10 16 12 6
o. Receiving Stream/River Basin: Peletier Creek / White Oak
p. Stream Index Number: WOK03 20-36-11
q. Classification of Water Body: "SB"
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 7

State Stormwater Management Systems
Permit No. SW8 040706
4. 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 filters.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of sand filter media, orifice devices,
vegetated filters, catch basins and piping.
g. Access to the sand filters must be available at all times.
5. 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.
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.
Page 4 of 7

State Stormwater Management Systems
Permit No. SW8 040706
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.
ill. 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 purpose 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 the 16th day of July, 2004.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Alan W. KiimeK, RE, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

C1.FFICE USE ONLY
Date Received
Fee Paid
Permit2Number
, f
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. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
UNITED DEVELOPERS OF NORTH CAROLINA, L.L.C.
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
KARL STIMPSON, MEMBER
3. Mailing Address for person listed in item 2 above:
P.O. BOX 26
City: PFAFFTOWN
Telephone Number:
252 ) 726-5171
State: NC Zip: 27040
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
HARBORSIDE
5. Location of Project (street address):
ARENDELL STREET (US HWY 70)
City: MOREHEAD CITY -)' County: CARTERET
6. Directions to project (from nearest major intersection):
FROM THE INTERSECTION OF HWY 24 & HWY 70, TAKE HWY 70 EAST APPROXIMATELY 1.0
MILE. PROJECT LOCATED ON HWY 70 EAST JUST PAST LAKE. AVENUE.
7. Latitude: N34^43'45"
Longitude: W76^46'32"
of project
8. Contact person who can answer questions about the project:
Name: RONALD D. CULLIPHER, P.E. Telephone Number: ( 252 ) 247-7479
II. PERMIT INFORMATION:
1. Specify whether project is (check one): ✓ New Renewal Modification
RECEIVED
JUL 0 s 7004
Form SWU-101 Version 3.99 Page 1 of 4 BY:

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number 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 Requirements (checic -applicable blanks):
✓ 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
(one to two pages) describing stormwater management for the project.
RUNOFF FROM PROPOSED DEVELOPMENT TO BE TREATED WITH SAND FILTERS
2. Stormwater runoff from this project drains to the
3. Total Project Area: 3.91 acres
WHITE OAK
5. How many drainage areas does the project have? 6
River basin.
4. Project Built Upon Area: 59.12 %
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 ]
PELETIER CREEK
Drainage Area 2A
Receiving Stream Name
PELETIER CREEK
Receiving Stream Class
SB
SB
Drainage Area
31,201 SF
13,327 SF
Existing Impervious" Area
0
0
Proposed Impervious" Area
29,102 SF
6,918 SF
% Impervious" Area (total)
93.27%
51.91 %.
Impervious" Surface Area
On -site Buildings
Drainage Area 1
Drainage Area 2A
20,958 SF
On -site Streets
On -site Parking
6,918 SF
On -site Sidewalks
3,495 SF
Other on -site (POOL AREA)
4,649 SF
Off -site
I
Total: 29,102 SF i
Total: 6,918 SF
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version 3.99 Page 2 of 4

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7. How was the off -site impervious area listed above derived? N/A
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 AID/Ar square feet of any lot shall be 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 be 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 specified 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
Form 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.
Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
iti s
• 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 $Wpayable to NCDENR)t) 47to 04—
• Detailed narrative description of stormwater treatment/management G
• Two copies of plans and specifications, including:
- 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.
Designated agent (individual or flStroud Engineering, P.A.
Mailing Address: 151-A Hwy 24
City: Morehead City State:
Phone:( 252 ) 247-7479 Fax:
VIII. APPLICANT'S CERTIFICATION
NC
Zip: 28557
252 ) 247-4098
I, (print or type name of person listed in General Information, item 2) KARL STIMPSON, MEMBER
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 15A
NCAC 2H .1000.
Date: 7 6 r6Y
Form SWU-101 Version 3.99 Page 4 of 4

EXPRESS PERMITTING
The attached application is being processed through the DENR Express Permitting
Pilot program. As such failure to respond the Wilmington Regional Office by the
listed due date will be construed as a no comment. The express permitting program
does not allow for extensions during the comment period.
---'-•
Division of Coastal Management
Michael F. Easley, Govemor Charles S. Jones, Director William G. Ross Jr.. Secretary
Express Permit
Judy 23, 2004
MEMORANDUM:
TO: Linda Lewis
Noel Lutheran
Division of Water Quality
FROM: Jason Dail
DCM Express Permitting Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Karl Stimpson (United Developers of NC, LLC)
Project Location: Carteret County, at 4401 Arendell Street (Hwy 70), adjacent to 70 West Marina and
Peletier Creek, in the Town of Morehead City.
Proposed Project: Proposes to construct a seven -story condominium complex with associated parking,
swimming pool, covered gazebo, and pool house.
Please indicate below your agency's position or viewpoint on the proposed project and return this form
by August 12, 2004. If you have any questions regarding the proposed project, please contact Jason
Dail at [phone]. When appropriate, in-depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed. 54?,e- SW-!80407(_*
/ 55(lec This agency has no comment on the proposed project. 7 i6--Qd,
SIGNED
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency obj ects to the project for reasons described in the attached comments.
DATE
127 Cardinal Drive Ext., Wilmington, North Carolina 28405-3845
Phone: [phone] FAX: [phone] Internet; vNm.nccoastalmanagement.net
An Equal 0rportunity I Affirmative=.--tion Employer — 50% Recycled 110% Post Consumer Paper

STROUD ENGINEERING, P.A.
Hestron Plaza Two
151-A Hwy. 24
MOREHEAD CITY, NC 28557
[phone]
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WE ARE SENDING YOU
❑ Shop drawings
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❑ Attached ❑ Under separate cover via
❑ Prints
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❑ Plans
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❑ Specifications
COPIES
DATE
NO.
DESCRIPTION
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JUL 15
DWQ
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THESE ARE TRANSMITTED as checked below:
❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval
❑ For your use ❑ Approved as noted ❑ Submit copies for distribution
s requested ❑ Returned for corrections ❑ Return corrected prints
IET­For review and comment ❑
❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS
COPY TO
SIGNED:
If enclosures are not as noted, kindly notify us at on .

HARBORSIDE-SW8 040706
Subject: HARBORSIDE-SW8 040706
From: "ginger turner" <[e-mail]>
Date: Thu, 15 Jul 2004 10:11:12 -0400
To: "Linda Lewis (E-mail)" <[e-mail]>
LINDA,
THE ELEVATION OF THE WEIR FOR 2A, 2B AND 2C SHOULD BE 5.38. I HAVE
CHANGED THE DRAWING TO REFLECT THIS REVISION. I WILL BE MEETING WITH
CAMERON AND JASON TODAY, SO I WILL GIVE CAMERON THE PACKAGE TO TAI0 TO
YOU. ONCE YOU HAVE APPROVED THE PROJECT AND DRAFTED THE PERMIT WOULD
YOU MIND FAXING (252-247-4098) ME A COPY.
THANKS,
Ginger Turner, E.I.
Stroud Engineering, P.A.
151-A Hwy 24
Morehead City, NC 28557
[phone]
[phone] (fax)
1 of 1 7/15/2004 12:20 PM

* * * COMMUNICATION RESULT REPORT ( JUL.14.2004 5:47PM )
P. 1
FILE MODE
363 MEMORY T
OPTION
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
'1 r
TTI NCDENR WIRO
ADDRESS (GROUP) RESULT PAGE
-----------------------------------------------------
82522474098 OK P. 1/1
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
Michael F. Easlay,13ovemor
North Carolina Department of Environment and Natur�al�W Secretary
p "'r Alan W. Klimek P.E.,Director
Division of�INater duality
Coleen H. Sullins, De uty Director
Division of Water Quality
FAX COVER SHEET
Date: July A 2004
To,, Ginger Turner
Company: Stroud Engineering
FAX #: [phone]
No. of Pages: 1
From: Linda Lewis 9P
Water Quality Section - Stormwater
FAX # [phone]
Phone # [phone]
DWQ Stormwater Project Number: SW8 040708
Project Name: Harborside
MESSAGE:
Ginger:
One more relatively minor thing. While entering the elevations in my spreadsheet to
check the areas and volumes, I noticed that the weir elevation listed for Filters 2A, 2g
and: 2C is 5.29. Based on the dimensions provided, I think this should be 5.38. Can you
please confirm? If this is correct, please submit 2 revised copies of sheet C4 of 8.

Michael F. Easley, Governor
`P William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
> � + Alan W. Klimek P.E.,Director
0 Division Coleen H. Sullins, Deputy Director
Division of Water Quality
FAX COVER SHEET
Date: July 14, 2004
To: Ginger Turner
Company: Stroud Engineering
FAX #: [phone]
No. of Pages: 1
From: Linda Lewis Op
Water Quality Section - Stormwater
FAX # [phone]
Phone # [phone]
DWQ Stormwater Project Number: SW8 040706
Project Name: Harborside
MESSAGE:
Ginger:
One more relatively minor thing. While entering the elevations in my spreadsheet to
check the areas and volumes, I noticed that the weir elevation listed for Filters 2A, 2B
and 2C is 5.29. Based on the dimensions provided, I think this should be 5.38. Can you
please confirm? If this is correct, please submit 2 revised copies of sheet C4 of 8.
Thanks, Linda
RSS1arl: S:1WQSISTORMWATIADDINFO\20041040706-2.ju104
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax [phone] �l�:

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Hestron Plaza Two
151-A Hwy. 24
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the following items:
❑ Samples ❑ Specifications
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THESE ARE TRANSMITTED as checked below:
❑ For approval
❑ For your use
XAs requested
❑ For review and comment
❑ FOR BIDS DUE _
REMARKS
❑ Approved as submitted
❑ Approved as noted
❑ Returned for corrections
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ PRINTS RETURNED AFTER LOAN TO US
COPY TO (-
SIGNED:
If enclosures are not as noted, kindly notify us of

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JUL I�
- .STROIJD ENGINEERING, P.A. [a�: fir•
7u4 l
CONSULTING ENGINEERS
HESTRON PLAZA TWO
151-A HWY. 24
MOREHEAD CITY, NORTH CAROLINA 28557
[phone]
July 12,.2004
Ms. Linda Lewis
NCDENR-Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
RE: Request for Additional Information
Stormwater Project No. SW8 040706
Harborside
Dear Linda,
I am in receipt of your comment letter requesting additional information dated July 9, 2004 and
have addressed them as follows:
1. The dual chambers have been modified to have a 36" wide sediment chamber and 36" wide
sand chamber. Please see detail, Stormwater Sand Filter System, on Sheet C4 of 8. In
Section B-B each filter has its corresponding widths.
2. The proposed catch basins 1-4 have been removed in DA-6 and this drainage area has been
included in DA-3, by increasing the length of the sand filter to accommodate the additional
drainage area. Please see the attached calculations for the additional drainage area added to
DA-3.
3. The 8" PVC pipes have been labeled for the trench grate discharges for the pool as well as at
the southeast side of the building.
4. The detail labeled Sand Filter System Detail shows in Section B-B the varying sizes of sand
filters.
5. The drainage areas for 2A, 2B and 2C have been delineated and resized for its individual
drainage area for each filter as shown on the attached calculations, drainage area map and the
revised page 2 of the application.
If you have any additional comments or questions, please do not hesitate to contact me.
107 COMMERCE ST.
SUITE B
GREENVILLE, NC 27858
[phone]
Sincerely,
�••P�N CARC�•�.,+ .
.......
=O.oF•�
ESSO
7• I1haL� l�.
o N e a SEAL r; =
13343 :Ronald D. Cullipher, P.E.
102-D CINEMA DRIVE
WILMINGTON, NC 28403
[phone]
HESTRON PLAZA TWO
151-A HWY.24
MOREHEAD CITY, NC 28557
[phone]

STROUD ENGINEERING, P.A.
Hestron Plaza Two
151 A Hwy. 24
MOREHEAD CITY, NC 28557
[phone]
s rrUr pAT,-
i0B PM I U 3 (- HMMPS, tw q
SHEET NO. I -OF 1
CALCULATED C-1� DATE 7 / L /(W—
CHECKED DATE "7
SCALE
SEAL off;
13343
• aQ -
GINS
•e '9 Q "
TR4cr /SRC-1 = I? o Li 4 S sr-C 3.9 I A() •'�-: ° o. cU�-F.
�;.�•.
IINIIII llf=6��,
WtA► ws TD 115B" w ATC-*S pr-L I n. FR. C q l✓ E K
PRDPoSED IMP157RvIOVS AREA
BUILDp�LE1S
MA' N P'LD4 ZCP 406SF
PAv1LILLOM = L132 Sr
POOL T3t.och = 12.0 sF
PAP-l«mei /PQ.ives_ 0571 SF
St��1N4LKS = (� g3 e r
y 6 Li q s F
T6TAt_ -- Vn07b I sf-
/6 IR�U Wr UFO N . 15q, 12 If
MAN46fe AIWA = '1 Ltq, IDS 51F
`- TAAP. W/IN t)Pr 6-7.5s f.
RECEIVED
JUL 13 2004
DWQ
PROD # S(A)6G 00

STROUD ENGINEERING, P.A.
Hestron Plaza Two
151 A Hwy. 24
MOREHEAD CITY, NC 28557
[phone]
S'R N+w�4 rE1? pl ple: �1 Gn1
T$ 1* 1 f 2>0 Z
'DA = 53-7 oQ, SiF 23 A C�
Qto= a8(7•23Y ►•"Z3)=
Jog _BMILI;%- AARAQRSr0F
SHEET NO. 2 OF
CALCULATED DATE ? I b
CHECKED BY DATE O
SCALE--.9Frrrrrf...
j g" pV C. PI Pe RZW 1 W Cq r-ULl.r C) O• `3 % uwl Y1= Q v 1
uj�'#2---r -yg-A y
Qio = 7.11 GFS
118" RCP P1 P17- FWW IN ti FUf.L C 1. 2� `% +'1= D• 0I3
TBa 1� -ir -'BIts
SAME Qlo FROM''BI Z. ZRA 4
0 io = -7.11 GFS
f $" R C P 'PI PE Flow 110-� FULL ® 1 •o`%. W/ i't tl• O IS
pA = 22ooS S1=
.•`�� H CAR
2
SEAL e
13343 •
e •
D,`CU;
Q= )1.?9 CAS
Q = 10•?7. CAS
6klo - c�. C`7.2"3)it�.�o5 - 2•�2 C FS -+ 1.0-3 CFs = 3.cAS CFS
1511 PVG PIPE FLOW/AI67 FuLC. 0 0--6 w/ n =0°v I G - 14• 6v GFS
PA = 5F(:2.26`3 Ae, i
Qto = 6.0 C7 Z3)( 2.2(b 9 ) = /3• /2 CPS -f 1.03c�s = .f5 CFS
24" PVC- PrPr=� FLoWl AJ O FUL(. 19 6' 3' W/ Pt = d . 01 = l� • i 1 CPS
_71� to -> LA �-ST-ATIo .k/
'AR = I10222 s� (Z.53AC) �S,bC CAS
Rio - 2.53AL�i 23�(a•�7 1►�.b3�.03 rs `
ZN11 PVC pipe Fri' W INC7 I-VU-0 o. 1�-V. Wl n=o.o l CY i 1 C S

STROUD ENGINEERING, P.A.
Hestron Plaza Two
151 A Hwy. 24
MOREHEAD CITY, NC 28557
[phone]
Stormwater Sand Filter System 1
Drainage Area =
31201 sf
0.72 acre
jos PM 14No- !AA{�BaasI Dr -
SHEET ND. OF i
CALCULATED BY= % T DATE
CHECKED BY DATE 6
SCALE _ _��o N11little,,.
Sediment/Sand Filtgr Chamber.gesign,.
Surface Area Re 'c = 306xft2 Ole" acre of drainage area
257.86 sf
Volume Req'd,= .. ; 540 fe per acre of drainage area
386.79 cf
Volume Design:
Chamber Length =
130 ft
Chamber Width =
2 ft
Storage Depth =
1.5 ft
Storage Volume =
390 ft'
Surface Area Prov'd 260.00 ft'
Volume Prov'd 390.00 ft3
Collection Line Sizing Calculation
Assume average sand
infiltration rate = 0.04 gpm/ft2
Surface A.rea;of Sand.-Filter.-260.00 sf
Req'd fiowrate of outlet pipe .%10.4' gpm
0.023 cfs
Diamteter Outlet Req'd = 1.87 in.
*(assuming slope is-0.5%a)
C�A 1 • w
�L • �
r 1;s 3 °
o O
° s
�ill•
°B�oeuotea��o�

STROUD ENGINEERING, P.A.
Hestron Plaza Two
151 A. Hwy. 24
_ MOREHEAD CITY, NC 2855T
(252).247-7479
Stormwater Sand Filter System 2A
Drainage Area =
13306 sf
0.31 acre
JOB, If Y114 ��b - f-�y loorsiaQ
SHEET NO. _ �._. OF
CALCULATED DATE1112-1104
CHECKED. BY DATE 0
SCALE
Sediment/Sand; Filter Chamber Design,.
Surface Area Raq'd =7 }z . ` 36dft2 per acre of drainage area
1 0.9.97 sf
Volume Req'd540}t3 per.acre of drainage area
164.95 cf
Volume Design:
Chamber Length =
48 It
Chamber Width =
3 ft
Storage Depth =
1.5 ft
Storage Volume =
216 ft'
Surface Area Prov'd
144.00 fe
Volume Prov'd
216.00 ft'
Collection Line Sizing Calculation
Assume average sand
infiltration rate =
0.04 gpm/fe
Surface Area tot Sand.Filter-= ;
1.44.00 st
Req'd flowrate of outlet pipe ._ , '
5.76 gpm
' 0.013 cis
Diamteter, Outlet Re 'd -
- •1.50 in.
*(assuming slope is.0.5%)
I'IfiJ1ti111001" 1
C4
oE,, QQ©fESSZDOsZ-
i •
► i S �' 7 •
•
Eq� r
14,
- 0 °
00
CULV-

STROUD ENGINEERING, P.A.
Hestron Plaza Two
1t1, A: Hwy. • 4
MOREHEAD CITY, NC 28557
(252)'247-7479
Stormwater Sand Filter System 2B
Drainage Area =
6567 sf
0.15 acre
J L( Q
SHEET NO. [, OF
CALCULATED BY DATE 7 2 CS
CHECKED BY DATE . 7
SCALE
Sediment/Sand Filtoy Chamber;Cesign {.
Surface Area Reci'd =
..:....,
360. ff2 peg acre of drainage area
" 54.27 sf.
Volume Req'i=i.:..� f..:
t 3 per acre of drainage area
;54Q f1 p
81.41cf
Volume Design:
Chamber Length =
39 ft
Chamber Width =
1.5 ft
Storage Depth =
1.5 ft
Storage Volume =
87.75 ft3
Surface Area Prov'd
58.50 ft'
Volume Prov'd
87.75 ft3
Collection Line Sizing Calculation
Assume average sand
infiltration rate =
0.04 gpmlfe
Surface Arpat..gj §and,51 tel = .,58.5G
si'
Req'd flowrate of 00etp1pe =
2.34'gpm
0.005 cfs
Diamteter OutI$t RP_q'd;=
1.07 in.
(assuming slope is 0;5%),

STROUD ENGINEERING, P.A.
Hestron Piaza Two
151,'A.Hvuy, 24;'
MORI=HL=AD CITE(; Nd-28557
Stormwater Sand Filter System 2C
Drainage Area =
33835 sf
0.78 acre
JOB
I H �� !hulorsvS1,11p,
SHEET NO.
G
OF
CALCULATED
Y.DATE
CHECKEDSY
•�
• pA7E . 1
1 ZWO
SCALE
la
Sediment/Sand Filter Chamber Design
Surface Area Req'd := 360 ft2 per acre of drainage area
279.63. sf
Volume Req'd 540;ft3 per acre of drainage area
419.44 cf
Volume Design:
Chamber Length =
102 ft
Chamber Width =
3 ft
Storage Depth =
1.5 ft
Storage Volume =
459 fe
Surface Area Prov'd
306.00 ft2
Volume Prov'd
459.00 fe
Collection Line Sizing Calculation
Assume average sand
infiltration rate = 0.04 gpm/ft2
Surface Area.of_ Sand :Filter _ .306.00 sf
Req'd flowrate of outlet'.pipe`.,=,: 12.24 gpm
0.027 cfs
Diamteter Outlet Req'd 1.99 in.
"(assuming slope is 05%0),. ;
,,��p11111111/1�I
-jN CARS '•..
•9
o y.
SEAL
13343
�4 2��'•.•GINE'.0•' ,4C,
ICU,

• STROUD ENGINEERING=,,R�:*M1Cq''��i�� J0B ILA' "
Hestron Plaza Two .•` ;�p ..• • • • • ••.9p '•, SHEET NO, of
151 A Hwy. 24 Q,0 ES19/ ;lam cw.cuuw DATE 7'
MOREHEAD CITY, NC�2QMA 2°: %A* CHECKED DATE 7
[phone]- SEAL SCALE
• 13343 r
:R`
dP
•ice � • ••�; NEE•••• �fr ••
Stormwater Sand Filter System 3
Drainage Area = 29745 sf
f08gacre :>.....,. �. ..............w_....__._..... _. _�. _ ._..._..
. .,:. rt7 +ski i'iC; rti': , :•tr;:. a:: ::.: ..... ...... .. _.... __... . ..__...._ ._...__._.__. ___ r.
Sediment/Sand F' t r C mbe, Design
Surface AC : xl q'l e_i ,; S;', i :36 : f t�;per acre of drainage area..
245.83 sf
Volume Req'd = 540 ft3 per acre of drainage area -
368.74 of
Volume Design:
Chamber Length =
164 ft
Chamber Width =
1.5 ft
Storage Depth =
1.5 ft
Storage Volume =
369 ft3
Surface Area Prov'd 246 fe
Volume Provd 369.00 ft3
Collection Line Sizing Calculation
Assume4V0(09°'s2[d;
infiltration rate= ; ;;;,;; ;; � _ _. ,;•;; MON gpme
Surface Area of Sant: Filter::-�q. 246.00 sf
Req'd flowrate of:oilet pipe's ::::...::9,84 gpm
0.022 cfs
�Diamteter Outlet Req'd = 1.83 in.
*(assuming slope is 0.5%)

STROUD ENGINEERING, P.A.
Hestron Plaza Two
151 A Hwy. 24
MOREHEAD CITY, NC 28557
[phone]
Stormwater Sand Filter System 4
Drainage Area =
23126 sf
0.53 acre
SHEET NO.
La OF I
CALCULATED
DATE
CHECKED BY
DATE
#*F
��
SCALE
-
_. _ t u r` a ,.
Sediment/Sand Filter Chamber Design
Surface Area Req'd = 360 ft2 per acre of drainage area
191.12 sf
Volume Req'd = 540 ft3 per acre of drainage area
286.69 cf
Volume Design:
Chamber Length =
130 ft
Chamber Width =
1.5 ft
Storage Depth =
1.5 ft
Storage Volume =
292.5 ft'
Surface Area Prov'd
195 ft'
Volume Prov'd
292.50 ft3
Collection Line Sizing Calculation
Assume average sand
infiltration rate =
0.04 gpmO
Surface Area of Sand Filter =
196.00 sf
Req'd flowrate of outlet pipe =
7.8 gpm
0.017 cfs
Diamteter Outlet Req'd =
1.68 in.
*(assuming slope is 0.5%)
-
•Q
3E
o.,343
°j//oren�H�a

STROUD ENGINEERING, P.A.
Hestron Plaza Two
151 A Hwy. 24
MOREHEAD CITY, NC 28557
[phone]
Stormwater Sand Filter System 5
Drainage Area =
11383 sf
0.26 acre
JOB PM (y?26 R&26DR51D'P
SHEET NO. __ 7) OF
CALCULATED 1 • DATE d
CHECKED BY OFAC DATE
SCALE
��•`Q,°�H CAI? ••.
SEAL
13343
w O r
INS�P'.
Sediment/Sand Filter Chamber Design
Surface Area Req'd = 360 ft2 per acre of drainage area
94.07 sf
Volume Req'd = 540 ft3 per acre of drainage area
141.11 cf
Volume Design:
Chamber Length =
65 ft
Chamber Width =.
1.5 ft
Storage Depth =
1.5 ft
Storage Volume =
146.25 ft'
Surface Area Prov'd
97.5 fe
Volume Prov'd 146.25
ft'
Collection Line Sizing Calculation
Assume average sand
infiltration rate =
0.04 gpm/ft2
Surface Area of Sand Filter =
97.50 sf
Req'd flowrate of outlet pipe =
3.9 gpm
0.009 cis
Diamteter Outlet Req'd =
1.30 in.
"(assuming slope is 0.5%)

STROUD ENGINEERING, P.A. JOB M011
Hestron Plaza Two SHM7NO. _
151 A Hwy. 24 CALCULATED
MOREHEAD CITY, NC 28557 CHECKED BY
[phone] SQ&E
-F4S-iot2Ac� 6e
1�A 312-o l 51= C 0. 7 2 A C>
vED. 5TDIZA 10 R� RPa'D = je 00 G F/AG
15c-D. s•rb QA67 c- R Eu-b = 12.41 to CF
goes.
F •.v,L: 9
j
SEALr'
133
1. P.p/�f cuo ; ,Q `-o'
,D• S�R�G� PR.ovhD = 130 LF x 2-4 °' x 30 r 6 50 6F
Z C-SM'S= 13oo CF s-rbptp�&F AvA1I-A3LI
�2. 23 AC)
6E-D. STUZAC-a LE Rets�` D = 2Z1 L4 G�
9 D SX'bl -t- FV-o\j `D r
or_
DATE
2 A = LI 8 LF v- ; $W y. W " x 2 G WAsk& ;�bo CF
ZF3 = 319 LF x 15" x 30" x LA Q+ArhgR2.S CF
2G = 10 2 LF x 15 a x 30" x q cH Ann j: Ms 15Wc,F
TWA, sTDt2-��tJ 2y"7 �5 c i= 5'mR,�6,� �v,1•► u�-r3 L G
�A3 = 22c"�b5s 1= � ®. �) r�G�
'5-m AC-0 PRov'D = 130LF x.1E" x -3p" x 2 GI-EArvL 2s= ?5 GF St 6i c11f�1�_r9'(J-E
L- 4 = 23126,5%= CO.S�AC)
s*-t> • S'°RA&E Pau'D = 1 '5-4 C-F
4'D . i5i r e pp-av' D - MO LF x 1 g `" A 3p " X 2 04 AYK g &-P-S = zi-75 GF s-mj2A(4 G7 AVNL^e e
VA, 5" II 3e3 sP (0•zb1 Xc)
Sl✓`D. ; � P-e3 ;e `D = 6 5LF -3o K � k� s - - H bj c'r �7aF- A EEC
,",BOA 1

r r!
mI1M
■
l�,W,4
WIN
t�t
m
\ IGA
SCALE: 1 "= 100` \i7 DATE:
STORMWATER DRAINAGE AREA MAP CLIENT: UNITED DEVELOPERS OF NC. LLC STROUD ENGINEERING, P.A.
C/O KARL STIMPSON V 151A HIGHWAY 24
HARBORSIDE ADDRESS: PFAFFTOWN. NC 2TO40 O BOX 26 252) 24D 7479 N.C. 28557
MOREHEAD TOWNSHIP. CARTERET CO.. PHONE: [phone]
NORTH CAROLINA

Re: HaTborside
Subject: Re: Harborside
From: Linda Lewis <[e-mail]>
Date: Mon, 12 Jul 2004 12:51:53 -0400
To: ginger turner <[e-mail]>
Ginger:
You can leave the inlet and piping as long as no runoff from the new area will
drain into it.
Linda
ginger turner wrote:
Linda,
I wanted to know if the existing 1211 rcp and yard drop inlet can remain
as shown as long as I do not pipe any runoff to this existing pipe.
Ginger Turner, E.I.
Stroud Engineering, P.A.
151-A Hwy 24
Morehead City, NC 28557
[phone] [phone] (fax)
1 of 1 7/12/2004 12:52 PM

Stag of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
Division of Land Resources
Land Quality Section
Michael F. Easley, Governor
William G. Ross Jr., Secretary
July 9, 2004
NOTICE OF RECEIPT OF EROSION & SEDIMENTATION CONTROL PLAN
United Developers of NC, LLC
Mr. Karl A. Stimpson, Member
PO Box 26
Pfafftown, NC 27040
Dear Ms. Stimpson:
This office has received a soil erosion and sedimentation control plan for the project listed below which was
submitted as required by the North Carolina Sedimentation Pollution Control Act (NCGS 113A-57(4)).
Please be advised that this 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 said land -disturbing activity (NCGS 113A-54(d)(4)).
The Act further states that this plan must be filed a minimum of 30 days prior to the activity and the approving authority must
approve or disapprove the submitted plan within 30 days of receipt. Failure of the approving authority to approve or
disapprove the submitted plan within the 30 day period will be deemed approval of the plan if the submitted plan is complete.
Commencement or continuation of a land -disturbing activity under the jurisdiction of this Act prior to the approval of an
erosion & sediment control plan is a violation of the Act.
A copy of any erosion and sediment control plan which could involve the utilization of ditches for the purpose of
dewatering or lowering the water table is forwarded by this office to the Division of Water Quality (DWQ). It is suggested that
you contact the Division of Water Quality at [phone] if any ditches shown on your plan will lower the water table.
We have performed a preliminary review of your submitted plan and have determined that additional information
will be necessary before a final review can be completed. Enclosed is a checklist of items that must be submitted before
we can complete the review process. Failure to provide the additional information may result in disapproval of your plan.
The approval of an erosion and sediment control plan is condition on the applicant's compliance with Federal and
State water quality laws, regulations and rules.
If you have questions or need additional information, 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, CPESC
Assistant Regional Engineer
CNM/asb
cc: Ginger Turner; Stroud Engineering
PROJECT NAME: Harborside
PROJECT NO.: Carte-2005-012 - EXPRESS OPTION
LOCATION: Hwy. 70 - Carteret County
RIVER BASIN: gape rear
SUBMITTED BY: Stroud Engineering
DATE RECEIVED BY L.Q.S.: July 8, 2004
127 North Cardinal Drive, Wilmington, N.C. 28405-3845 0 Telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer

NORTH CAROLINA DEPARTMENT of ENVIRONMENT & NATURAL RESOURCES
LAND QUALITY SECTION WILMINGTON REGIONAL OFFICE
PROJECT NAME: Harborside DATE: July 8, 2004
PROJECT NUMBER: Carte-2005-012 - EXPRESS OPTION COUNTY: Carteret
EROSION & SEDIMENT CONTROL PLAN PRELIMINARY REVIEW CHECKLIST
To expedite the approval process, a cursory review of your submitted Erosion and Sediment Control Plan application
has been made and has shown the need for additional information as specified below. To meet our review schedule,
any additional information should be received by this Regional Office no later than July 14, 2004. Failure to meet
this schedule may result in disapproval of your plan.
LOCATION INFORMATION
Project location (roads, streets, landmarks)
North arrow and scale
GENERAL SITE FEATURES (Plan elements)
Legend: North arrow, scale, etc.
Property lines
Existing contours (topographic lines)
Proposed contours
Limits of disturbed area (provide acreage total, delineate
limits, and label)
Planned and existing building locations and elevations
Planned & existing road locations & elevations
Lot and/or building numbers
Geologic features: rock outcrops, seeps, springs,
wetland and their limits, streams, lakes, ponds, dams, etc
Easements and drainageways
Profiles of streets, utilities, ditchlines, etc.
Stockpiled topsoil or subsoil locations
If the same person conducts the land -disturbing activity
& any related borrow or waste activity, the related borrow
or waste activity shall constitute part of the land -
disturbing activity unless the borrow or waste activity is
regulated under the Mining Act of 1971, or is a landfill
regulated by the Division of Solid Waste Management.
If the land -disturbing activity and any related borrow or
waste activity are not conducted by the same person,
they shall be considered separate land -disturbing
activities and must be permitted either through the
Sedimentation Pollution Control Act as a one -use borrow
site or through the Mining Act.
EROSION CONTROL MEASURES (on plan)
Legend
Location of temporary measures
Location of permanent measures
Construction drawings and details for
temporary and permanent measures
Maintenance requirements of measures
Contact person responsible for maintenance
SITE DRAINAGE FEATURES
Existing and planned drainage patterns (include off -site
areas that drain through project)
Method of determination and calculations for Acreage of
land being disturbed
Size and location of culverts and sewers
Soil information: type, special characteristics
Soil information below culvert storm outlets
Name and classification of receiving water course or
name of municipal operator (only where stormwater
discharges are to occur)
STORMWATER CALCULATIONS
Preconstruction runoff calculations for each outletfrom the site
(at peak discharge points)
Design calculations for peak discharges of runoff (including the
construction phase & the final runoff coefficients of the site)
Design cales of culverts and storm sewers
Discharge and velocity calculations for open channel and ditch
flows(easement & right-of-ways)
Design calcs of cross sections and method of stabilization of
existing and planned channels (include temporary linings)
Design calcs and construction details of energy dissipators
below culvert and storm sewer outlets (diameters & apron
dimensions)
VEGETATIVE STABILIZATION
Area & acreage to be vegetatively stabilized
Method of soil preparation
Seed type & rates (temporary & permanent)
Fertilizer type and rates
Mulch type and rates
NOTE: Plan should include provisions for groundcover on
exposed slopes within 15 working days or 30 calendar
days (whichever Is shorter), following completion of any
phase of grading; permanent groundcover for all
disturbed areas within 15 working days or 90 calendar
days (whichever is shorter) following completion of
construction or development.
FINANCIAL RESPONSIBILITY/OWNERSHIP FORM
Completed, signed & notarized FPJO Form
Accurate application fee ($50.00 per acre rounded up the next
acre with no ceiling amount)
Certificate of assumed name, if the owner is a partnership
Name of Registered Agent (if applicable)
Copy of the most current Deed for the site
NOTE: The Express Permitting Option is available, but there is a
supplemental fee charge of $250.00 per acre (rounded up
to the next acre) up to eight (8) acres, after which the
Express Permitting supplement is a fixed $2,000.00 (the
normal fee continues to increase).
NARRATIVE AND CONSTRUCTION SEQUENCE
Narrative describing the nature & purpose of the construction
activity
Construction sequence related to erosion and sediment control
(including installation of critical measures prior to the initiation
of the land -disturbing activity & removal of measures after
areas they Jenne a1G permanently stabilized)
Bid specifications related only to erosion control
OTHER INFORMATION Sand filters are not an acceptable sediment storage device.
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 G Telephone [phone] a Fax 9 W-350-2004
An Equal Opportunity Affirmative Action Employer

P. 1
COMMUNICATION RESULT REPORT ( JUL. 9.2004 12:33PM )
TTI NCDENR WIRO
FILE MODE ------------ OPTION
----------------ADDRESS (GROUP)--------------- RESULT PAGE
235 MEMORY T#w 8-2522474098 OK P. 3/3
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
State of North Carolina
Department of Fnviroxi=nt and Natural Resources
WikaiVon Regional Office
Michael F. Easley, Governor William G. Ross Sr., secretary
_ 1 FAX COVER SHEET
8xA?e55 15w
Date:— No. Of Pages:
1From:CO.kmffiC0.-
-
rdflo
FAX -#: Z52, FAX#: 910-350_-2004
REMARKS: M21
127 Cardinal drive Extension, VAlknington, N,C. 2840S-3S4S Telephone [phone]N Fas (910) 3511-2004
An Equal Opportunity Affirmative Action Employer

P. 1
COMMUNICATION RESULT REPORT ( JUL. 9.2004 11:04AM l
TTI NCDENR WIRO
FILE MODE OPTION ADDRESS (GROUP) RESULT PAGE
230 MEMORY TIC WATER QUALITY OK P. 2/2
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
pepartrnent of Environment and Natural Resources
Wilmington Regional ME=
Michael F. Easley, (3ovemor William G. Ross Jr., Secretary
FA x covE t SHEET
Date: —9
To: Kerr Pi c-k e
CO: Ohl
FA,X. t � t
RENLkW: r{ 0
No. Of Pages:
From: �..irlc 4UI
CO; FAX#• 910-350-2004
127 Cardinal Drive RIMMOP, �i6n� '�� one 952900 Fax [phone]
An ��w(leyer

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor William G. Ross Jr., Secretary
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Michael F. Easley, Governor
P William G. Ross Jr. Secretary
North Carolina Department of Environment and Natural kesources
>` r
—� Alan W. Klimek P.E.,Director
O Division of VWater Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
July 9, 2004
Mr. Karl Stimpson, Member/Manager
United Developers of North Carolina, LLC
PO Box 26
Pfafftown, NC 27040
Subject: Request for Additional Information
Stormwater Project No. SW8 040706
Harborside
Carteret County
Dear Mr. Stimpson:
The Wilmington Regional Office received an Express Stormwater Management Permit
Application for Harborside on July 8, 2004. A preliminary review of that information has
determined that the application is not complete. The following information is needed to
continue the stormwater review:
1. The proposed dual chamber sand filter system has never been used that I
know of. It is not necessary to provide an 18" wide chamber- it can be any
width necessary to provide the required area and' volume. I am not quite
certain how the dual chambers will work, since only one of the chambers can
overflow into one of the sand filter chambers. Design -wise, I think the system
will function better if you eliminate the walls between the dual chambers and
just have a 36" wide sediment chamber overflowing into a 36" wide sand
chamber.
2. This is not a redevelopment application because the amount of proposed
built -upon area appears to exceed what previously existed, therefore, all of
the built -upon area must be treated via the sand filter system. I am unable to
credit the existing BUA and allow it to drain off untreated. Please pick up the
runoff from CB's 1, 2, 3 and 4 in DA-6 and treat it appropriately.
3. 1 don't see where the trench grate in the pool area and on the southeast side
of the building is connected into the collection system.
4. The calculations indicate that the width of Sand filter #1 is 24", but the details
on the plan show only an 18" width. Please add a note to Section B-B of the
Sand Filter System Detail to indicate that Filter #1 is 24" wide.
5. Please delineate the separate drainage areas for Filters 2A, 2B and 2C. Each
filter must stand alone and treat the runoff within its respective drainage area.
These three systems work independently of each other and cannot be lumped
together to demonstrate compliance with the minimum area and volume.
6. Please provide separate sand filter sizing calculations for Filters 2A, 2B and
2C.
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax [phone] �.

Mr. Stimpson
July 9, 2004
Stormwater Application No. SW8 040706
7. Please revise the application to provide separate columns for each sand filter
2A, 2B and 2C.
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 July 15,
2004, 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 Division is allowed 90 days from the receipt of a completed
application to issue the permit.
The construction of any impervious surfaces, other than a construction entrance under
an approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and
is subject to enforcement action pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any
original documents that need to be revised have been sent to the engineer or agent. All
original documents must be returned or new originals must be provided. Copies are not
acceptable. If you have any questions concerning this matter please feel free to call me
at [phone].
Sincerely,
4ZG�
A" -
Linda Lewis
Environmental Engineer
RSS/arl: S:IWQSISTORMWATIADDINFO120041040706.ju104
cc: Ron Cullipher, P.E.
Linda Lewis
Page 2 of 2

STROUD ENGINEERING, P.A.
Hestron Plaza Two
151-A Hwy. 24
MOREHEAD CITY, NC 28557
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WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via
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❑ Copy of letter ❑ Change order ❑
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COPIES
DATE
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THESE ARE TRANSMITTED as checked below:
❑ For approval
❑ For your use
❑ As requested
❑ For review and comment
❑ FORBIDS DUE
REMARKS
❑ Approved as submitted
❑ Approved as noted
❑ Returned for corrections
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ PRINTS RETURNED AFTER LOAN TO US
COPY TO
If enclosures are not as noted, kindly notify us at

STROUD ENGINEERING, P.A.
CONSULTING ENGINEERS
HESTRON PLAZA TWO
151-A HWY 24
MOREHEAD CITY, NORTH CAROLINA 28557
[phone]
"FOR EXPRESS REVIEW"
"COASTAL STORMWATER, EROSION & SEDIMENTATION CONTROL, CAMA MAJOR W/
REDEVELOPMENT WITHIN 75'AEC AND 30' BUFFER"
PROJECT NAME: HARBORSIDE
PROJECT CITY/COUNTY: MOREHEAD CITY, CARTERET
TYPE OF PROJECT: HIGH DENSITY
RECEIVING STREAM NAME: PELETIER CREEK
RECEIVING STREAM CLASS: CLASS "SB"
PROPOSED BMP: SAND FILTERS WITH 30' VEGETATED FILTERS
PROJECT DESCRIPTION:
HARBORSIDE IS LOCATED ON A 3.91 ACRE TRACT AND IS BEING PROPOSED AS
A 63-UNIT CONDOMINIUM PROJECT LOCATED APPROXIMATELY 1.5 MILES ON HIGHWAY
70E EAST OF THE INTERSECTION OF HIGHWAYS 70 AND 24. THE PROJECT IS
PROPOSED FOR REVIEW AS A HIGH DENSITY PROJECT. STORMWATER TREATMENT IS
BEING PROVIDED BY UTILIZING SAND FILTERS AND STORMWATER LIFT STATIONS
WHICH PUMP TO 30' VEGETATED FILTERS WITH MANIFOLDS ACTING AS FLOW
SPREADERS.
THIS PROJECT IS FOR HIGH GROUND DEVELOPMENT ONLY, NO WETLANDS
EXIST ON SITE.
APPLICANT
NAME:
UNITED DEVELOPERS OF NORTH CAROLINA, LLC
C/O KARL STIMPSON, MEMBER
ADDRESS:
4401 ARENDELL STREET
MOREHEAD CITY, NC 28557
EMAIL:
N/A
PHONE:
[phone]
FAX:
WA
CONSULTANT
NAME:
STROUD ENGINEERING, P.A.
RONALD D. CULLIPHER
ADDRESS:
151-A HWY 24
MOREHEAD CITY, NC 28557
EMAIL:
[e-mail]
PHONE:
[phone]
FAX:
[phone]
' ' E =C EIVED
JUL 0 S 2.Q�4
BY:

STROUD ENGINEERING, P.A.
Hestron Plaza Two
151-A Hwy. 24
MOREHEAD CITY, NC 28557
[phone]
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WE ARE SENDING YOU
❑ Shop drawings
❑ Copy of letter
❑ Attached ❑ Under separate cover via
❑ Prints
❑ Change order
❑ Plans
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ATTENTION
RE:
❑ Samples
the following items:
❑ Specifications
DESCRIFFICIN
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THESE ARE TRANSMITTED as checked below:
❑ For approval
❑ For your use
> Q As requested
NZ -)For review and comment
FOR BIDS DUE
REMARKS
❑ Approved as submitted
❑ Approved as noted
❑ Returned for corrections
❑■
❑ Resubmit copies for approval
❑ Submit � copies for distribution
❑ Return corrected prints
❑ PRINTS RETURNED AFTER LOAN TO US
COPY TO
SIGNED:
tf enclosures are not as noted, kindly notify us at .

Narrative
Erosion and Sedimentation Control Plan
Stormwater Management Plan
CAMA Major
• KI ''�' li
July 7, 2004
Owner: United Developers of North Carolina, LLC
c/o Karl Stimpson, Member
P.O. Box 26
Pfafftown, NC 27040
[phone]
Engineer: Stroud Engineering, P.A.
151-A N.C. Hwy.24
Morehead City, North Carolina 28557
[phone]
A. Description of Project
1. Type of Development
The Harborside project is located on a 3.91 acre tract and is being
proposed as a 63-unit condominium project located approximately 1.5 miles east
of the intersection of Highways 70 and 24 on Highway 70E. We are proposing to
utilize sand filters as the "BW" with stormwater lift stations pumping the water
to manifolds (flow spreader) which discharge to the required 30' vegetative
sales. This project is for h ground deve opment and no wetlands exist on
site.
2. Earth Disturbing Activities
a. Excavation and grading for the installation of the drive and parking area;
drainage, and utility improvements, and Stormwater treatment systems.
3. Drainage
The site presently drains south to Peletier Creek, Class "SB", by sheet
flow and a single 12" metal pipe direct discharge though the existing bulkhead.

B. Erosion and Sedimentation Control Measures
The following measures are proposed for the site. If it becomes evident that
additional erosion and sedimentation control measures are needed, they shall be installed
immediately. It is intended that all grading and excavation activities within a certain area
will be protected as soon as that activity is complete.
1. Sediment Fence - Sediment fence will be utilized as necessary in locations as
shown on plans or as deemed necessary by the engineer to insure that off -site
sedimentation in controlled.
2. Sediment Storage- Stormwater sand filter systems proposed for the site will serve
as sediment storage areas during the construction phase of development.
3. Seeding - All disturbed areas will be seeded within 14 days following construction
in accordance with the seeding schedule shown on plans.
4. Stone Construction Entrance — The present means of ingress/egress from this
property are currently paved. Once asphalt is removed a stone construction
entrance will be required.
C. Construction Sequence
1. Install stone construction entrance.
2. Install silt fence at specified locations.
3. Demolition existing structures and gravel drives within new building area.
4. Install deep building foundation and under slab utilities.
5. Construct new retaining wall and begin vertical building construction.
6. Rough grade site and construct sand filter cells (utilize sand filters for sediment
storage during construction).
7. Install underground storm drainage, lift stations and forcemains, water and sewer
8. Install curb and gutter, stone base for new parking lot. Clean out sand filters and
place into permanent operation.
9. Install landscaping as shown on sheet CE3 and seed remaining disturbed areas.
10. Complete exterior building construction and construct pool.
D. Design Assumptions
1. Design storm is ten years.
2. The rational method was used for design.
3. The sand filters are based on design criteria found in the NCDENR-Division of
Water Quality "Best Management Practices" manual.

E. Sand Filter System. Operation and Maintenance
1. Depending on the types of activities occurring within the drainage area, most sand filters
will show a decreased capacity for filtration after a few years. At least once a year, each
filter must be inspected after a 1" design storm event to determine if the filter bed is
passing the runoff within 24 hours.
2. If the filter is not passing the runoff completely within 24 hours, the first 2"-3" of
discolorcTd sand must be removed and replaced with new sand. The removed sand must be
dewatered and disposed of properly.
3. At the same time that maintenance is performed on the sand chamber, the sediment
chamber should be pumped and cleaned. The removed sediment should be dewatered and
disposed of properly.
4. At least once every quarter, check that the orifice is clear.
F. Coastal Stormwater Regulations
The North Carolina Division of Environmental Management implemented coastal
stormwater regulations in coastal counties on January 1, 1988. These regulations are detailed in
15 NCAC 2H.1000 Stormwater Runoff Disposal. These rules allow for a development to be
considered under various options. This project is submitted for approval consideration under
Section .1003(d)(2).
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ald D. Cullipher, P.E.
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Morehead Clty, NC 28557
252 247-7479 Phone
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STROUD ENGINEERING, P.A.
CONSULTING ENGINEERS
HESTRON PLAZA TWO
151-A HWY 24
MOREHEAD CITY, NORTH CAROLINA 291,57
[phone]
"FOR EXPRESS REVIEW"
"COASTAL STORMWATER, EROSION & SEDIMENTATION CONTROL, CAMA MAJOR W/
REDEVELOPMENT WITHIN 75'AEC AND 30' BUFFER"
PROJECT NAME: HARBORSIDE
PROJECT CITY/COUNTY: MOREHEAD CITY, CARTERET
TYPE OF PROJECT: HIGH DENSITY
RECEIVING STREAM NAME: PELETIER CREEK
RECEIVING STREAM CLASS: CLASS "SIB"
PROPOSED BMP: SAND FILTERS WITH 30' VEGETATED FILTERS
PROJECT DESCRIPTION:
HARBORSIDE IS LOCATED ON A 3.91 ACRE TRACT AND IS BEING PROPOSED AS
A 63-UNIT CONDOMINIUM PROJECT LOCATED APPROXIMATELY 1.5 MILES ON HIGHWAY
70E EAST OF THE INTERSECTION OF HIGHWAYS 70 AND 24. TI4E PROJECT IS
PROPOSED FOR REVIEW AS A HIGH DENSITY PROJECT. STORMWATER TREATMENT IS
BEING PROVIDED BY UTILIZING SAND FILTERS AND STORMWATER LIFT STATIONS
WHICH PUMP TO 30' VEGETATED FILTERS WITH MANIFOLDS ACTING AS FLOW
SPREADERS.
THIS PROJECT IS FOR HIGH GROUND DEVELOPMENT ONLY. NO WETLANDS
EXIST ON SITE.
APPLICANT
NAME:
UNITED DEVELOPERS OF NORTH CAROLINA, LLC
CIO KARL STIMPSON, MEMBER
ADDRESS:
4401 ARENDELL STREET
MOREHEAD CITY, NC 28557
EMAIL:
N/A
PHONE:
[phone]
FAX:
NIA
CONSULTANT
NAME:
STROUD ENGINEERING, P.A.
RONALD D. CULLIPHER
ADDRESS:
151-A HWY 24
MOREHEAD CITY, NC 28557
EMAIL:
[e-mail]
PHONE:
[phone]
FAX:
[phone]
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SCALE: 1 100''
SHEET 1 ("1F 3
CLIENT: UNITED DEVELOPERS OF NC. LLC
EXPRESS SITE PLAN C/O KARL STIMPSON STRGUD F,NCiTNEERIY+ff�.!'
ADDRESS: 44D1 ARENDELL STREET 1S1A HIGHWAY 24 -
HARBORSIDE MOREHEAD CITY, NC 28557 MURE
11EAD CITY. N.C. ZI1557
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MOREHEAD TOWNSHIP. CARTERET CO.. PHONE: [phone]
NORTH CAROLINA
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EXPRESS SITE PLAN CLIENT: UNITED DEVELOPERS OF NC. LLC g STROUA ENCINF-BRINU,P.A.
C/O KARL STIMPSON �1S1A HIGHWAY4•..
ADDRESS: 4401 ARENDELL STREET MOREHEAD C17Y. N.C. 26557
FMBORSIDE MOREHEAD CITY. NC 28557 [phone]
IEAD TOWNSHIP. CARTERET CO.. PHONE: [phone]
NORTH CAROLINA
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L,
Date Filed: 4/5/2004 2:37:00 PM
Elaine F. Marshall
North Carolina Secretary of State
C20040%00206
LIMITED LIABILITY COMPANY
ARTICLES OF ORGANIZATION
Of
UNITED DEVELOPERS OF NORTH CAROLINA.) LLC
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 UNITED DEVELOPERS OF NORTH
CAROLINA, LLC.
2. The latest date on which the limited liability company is to dissolve is NONE
3. The name and address of the organizer executing these articles of organization are as
follows:
Name Address
Donald M. VonCannon 380 Knollwood St., Suite 700
Winston-Salem, NC 27103-4152
4. The street address and county of the initial registered office of the limited liability
company is 4690 Yadkinville Road, Pfafftown, Forsyth County, NC 27040.
5. The name of the initial registered agent is Karl A. Stimpson.
6. The street address and county of the principal office of the limited liability company
is 4690 Yadkinville Road, Pfafftown, Forsyth County, NC 27040.461 Heritage Drive,
Lewisville, Forsyth County, NC 27023.
7. The names, street addresses and county of the initial members of the limited liability
company are:
Name
Karl A. Stimpson
C. Aubrey Stimpson
Address
4690 Yadkinville Road
Pfafftown, NC 27040
4690 Yadkinville Road
Pfafftown, NC 27040

8. All members by virtue of their status as members shall be managers of this limited
liability company.
9. These articles will become effective upon filing with the Secretary of State.
This the 3 1 " day of March, 2004.
�2 —
By: Afit'
Donald M. VonCannon, Organizer
156596.1