SW8060113_HISTORICAL FILE_20060223

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
I� HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

State Stormwater Management Systems
Permit No SW8 060113
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
Mr Gary Gardner & BAGAR, LLC
Sea Brook Condominiums
NC 58, Pine Knoll Shores - Carteret 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
"stormwater rules') and the approved stormwater management plans and specifications
and other supporting data as attached and on file with and approved by the Division of
Water Quality and considered a part of this permit
This permit shall be effective from the date of issuance until February 23, 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 16 on page 3 of this permit The stormwater
control has been designed to handle the runoff from 36,811 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 There is no allocation of built -upon area for
future development in this permit
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
protect must be directed into the permitted stormwater control system
Page 2 of 7

State Stormwater Management Systems
Permit No SW8 060113
6 The following design criteria have been provided in the infiltration trench and
must be maintained at design condition
a
Drainage Area, acres
141
Onsite, ft2
61,319
Offsite, ft2
0
b
Total Impervious Surfaces, ft2
36,811
c
Design Storm, inches
1 5
d
Trench Dimensions, L x W x H, ft
136X36X2
e
Perforated Pipe Diameter/Length
2/136 (X 6 pipes)
f
Bottom Elevation, FMSL
8 5
g
Bypass Weir Elevation, FMSL
105
h
Permitted Storage Volume, ft3
4,626
i
Type of Soil
Pactolus
i
Expected Infiltration Rate, inlhr
12
k
Seasonal High Water Table, FMSL
65
1
Time to Draw Down, hours
094
m
Receiving Stream/River Basin
Bogue Sound 1 White Oak
n
Stream Index Number
20-36-(8 5)
o
Classification of Water Body
"SA,HQW"
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 3 of 7

State Stormwater Management Systems
Permit No SW8 060113
4 Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWO 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 060113
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 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 23ra day of February, 2006
NORTH RO r
Vz NMENTAL MANAGEMENT COMMISSION
for Alan W Klimek, P E , Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

State Stormwater Management Systems
Permit No SW8 060113
Sea Brook Condominiums
Stormwater Permit No SW8 060113
Carteret 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 protect
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 060113
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
Katrina Marshall, Carteret County Building Inspections
Page 7of7

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Narrative
Erosion and Sedimentation Control Plan
Stormwater Management Plan
Sea Brook Condominiums
:r"A n1;1 A ey
Now 11, 2005
Owner:
Sun Build Construction Inc.
301 East Fort Macon Road
Atlantic Beach NC 28512
[phone]
Engineer: Stroud Engineering, P.A.
151-A Hwy 24
Morehead City, NC 28557
[phone]
A. Description of Project
Sea Brook Condominiums is a proposed project with in the Town of Fine Knoll Shores The
project will consist of six duplex condominiums for a total of twelve units
Stormwater for this project will be diverted to a stormwater infiltration system located underneath
the proposed parking area The proposed system discharges to an unnamed tributary to Bogue Sound,
a class SA water body
B. Wetlands
No wetlands exist on site, and permitting is not required
C. Soil Types
Soil types, according to soild report by Land Management Group, Inc
The project site Factolus and Duckston
D. 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 completed
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 is controlled
2 Seeding — All disturbed areas will be seeded within 14 days following construction in
accordance with the seeding schedule shown on the plans
3 Stone Construction Entrance — Stone construction entrance will be used to reduce transport of
sediment off site
4 Temporary Sediment Traps- Sediment traps will be used during the construction phase of the
project
.l.aN 1 7 2006
BY,

Maintenance Plan
All erosion and sediment control measures shall be checked for stability and effective
operations following every runoff producing rainfall event or at least once per week Repairs
required shall be completed immediately to the dimension and functions indicated on the
plans
Sediment shall be removed form behind the sediment fencing when it becomes 0 5 feet deep
at the fence The fence shall be replaced or repaired as necessary to maintain a barrier
All seeded areas shall be fertilized, seeded and mulched within 15 days of disturbance
Disturbed areas shall be fertilized, reseeded and mulched as necessary according to the
Contract documents to establish and maintain a dense vegetative cover
Construction Sequence
1 Clear and grub site
2 Install stone construction entrance
3 Install silt fencing as shown on plans, within areas of construction
4 Install proposed drop inlets, stormwater infiltration system and remaining erosion control
measurers
5 Rough grade site, seed all area that are brought to final grade
6 Begin unit construction
7 Pave parking area and drive
8 Perform final seeding and mulching
E. Design Assumptions
1 Design storm is ten years
2 The rational method was used for the design
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 Management These rules allow for a development to be considered under
various options This project is submitted for approval consideration under Section 1003(d)(2)
high density projects
Ronald D. Cullrpher Date
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STROUD ENGINEERING, P.A.
Hestron Plaza Two
151-A Hwy 24
MOREHEAD CITY, NC 28557
[phone]
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❑ For your use
❑ As requested
❑ For review and comment
❑ FORBIDS DUE
REMARKS
❑ Approved as submitted
❑ Approved as noted
❑ Returned for corrections
El
D Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ PRINTS RETURNED AFTER LOAN TO US
COPY TO
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If enclosures are not as noted, kindly notify us at once
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Re Sea Brook Condo SW Permit
Subject: Re Sea Brook Condo SW Permit
From: Robert Gordon <Robert Gordon@ncmail nets
Date: Tue, 21 Feb 2006 07 26 47 -0500
To: matt montanye <mmontanye@stroudengtneer comma
OK, Thanks - I'll take care of the change to the supplement when the revised
drawing sheets arrive - the permit should follow Thanks
-..
matt montanye wrote
Rob - I am sorry for the confusion I had made a change to the drawing prior
to sending it to you the first time However in doing so the change was
never made on the infiltration supplement or the pipe trench section
The elevations on the plan and drop inlet detail s are the correct ones
The elevations on the supplement and detail should be changed to 8 50 &
10 50 to match the plans If this is all you need I will send you 2
copies of the revised sheet, and you can hand change the supplement
(That way I do not have to get the application signed again for an
original signature)
Please let me know if this will be OK with you
Again, sorry for the mistake
Thanks Matt Montanye
-----Original message-----
FromRobert Gordon [mailto Robert Gordon@ncmail net] Sent Monday, February 20,
2006 2 02 PM
To matt montanye
Subject Sea Brook Condo SW Permit
Matt,
There is still a discrepancy in the bottom & weir elevation with SeaBrook The
infiltration supplement and trench pipe section (on the drawings) list the
bottom and weir elevation as 8 75 & 10 75, respectively The pipe details list
8 5 & 10 5 I hate to make you resubmit for a couple of elevations Normally
(if it were just an error
in the application), you could just email me authorization to change the
numbers I guess if Ron is OK with it, you (or he) can email me authorization
to change the drawings as well
That appears to be the only outstanding issue with the permit application Let
me know what you want to do - I will begin drafting the permit Thanks,
Rob Gordon
Express Stormwater Permitting
[phone]
1 of 1 2/21/2006 1 20 PM

STROUD ENGINEERING, P.A.
Hestron Plaza Two
151-A Hwy 24
MOREHEAD CITY, NC 28557
[phone]
WE ARE SENDING YOU
❑ Shop drawings
❑ Copy of letter
❑ Attached ❑ Under separate cover via
❑ Prints
❑ Change order
❑ Plans
"' JOB NO _w
AID ATTENTION
RE N/
❑ Samples
the following items
❑ Specifications
•� - ems. r.�..
THESE ARE ,TRANSMITTED as checked below
Q�! For approval
❑ For your use
❑ As requested
7
❑ For review and comment
❑ FOR BIDS DUE
❑ 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
REMARKS
P�NI%gib As fit✓-Wesjzh
COPY TO
SIGNED
If enclosures are not as noted, kindly notify us at once

to r I
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STROUD ENGINEERING, P A
CONSULTING ENGINEERS
HESTRON PLAZA TWO
151 A HWY 24
MOREHEAD CITY NORTH CAROLINA 28557
[phone]
NCDENR
Division of Water Quality
Wilmington Regional Office
127 Cardinal Drive Ext
Wilmington NC 28405
Ann Rob Gordon
Ref Sea Brook Condominiums
Carteret County
SW8 060113
February 9, 2006
RECiF:IVED
FE6 i 1L106
BY
Dear Rob,
In reference to your comment letter for Sea Brook Condominiums dated
February 6, 2006 please note that the following revisions have been made
Item No 1 A drainage area map for the proposed infiltration structure has been attached
Item No 2 Items A-U on pages 2 & 3 of the infiltration supplement has been initialed
Item No 3 Spot shots have been added to the grading plan to show that the pool deck does
drain to the permitted system
Item No 4 The infiltration x-section detail only shows 3 pipes, however there is a break line
on the end of the section to show that the section continues In addition.l have
added a note stating that there are (6) — 24" pipes
Item No 5 The weer elevation was correct, however the pipe invert on the detail for DI 2 did
not match the elevation 8 50' on the plans The pipe invert on the detail for DI 2
has been corrected
Item No 6 The length of the trench has been corrected on the supplement
Item No 7 The PE has signed and sealed the calculations
Item No 8 The drawdown calculation has been added to the calculation sheet
If you have any other questions please feel free to give me a call
Sincerely, e�
Matthew L Montanye
107 COMMERCE ST HESTRON PLAZA TWO
SUITE B 102 D CINEMA DRIVE 151 A HWY 24
GREENVILLE NC 27858 WILMINGTON NC 28403 MOREHEAD CITY NC 28557
[phone] [phone] [phone]

P 1
* COMMUNICATION RESULT REPORT ( FEB 6 2006 5 05PM )
TTI NCDENR WIRO
FILE MODE OPTION ADDRESS (GROUP) RESULT PAGE
-----------------------------------------------------------------------_---------_--------------------
622 MEMORY TX 912522474098 OK P 3/3
0
-------------------------------------------
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL E-2) BUSY
E-3) NO ANSWER E-4) NO FACSIMILE CONNECTION
FAX COVER SHEET
Date: February 6, 2006 No. of Pages: 3
To: Ron Cullipher, PE From: Robert Gordon I '
Express permitting section
Company: Stroud Engineering FAX # [phone]
FAX #: [phone] Phone # [phone]
DWQ Stormwater Project Number: SW8 060113
Project Name: Sea Brook Condominiums
r MESSAGE:
Attached is the request for additional information for Sea Brook. The original will
be mailed to the applicant and a copy will also be mailed to you. Please call if
you have any questions. Thanksl

FAX COVER SHEET
Date February 6, 2006 No. of Pages. 3
To- Ron Cullipher, PE From. Robert Gordon
Express permitting section
Company, Stroud Engineering FAX # [phone]
FAX #- 252-247-4098 Phone # [phone]
DWQ Stormwater Project Number- SW8 060113
Project Name- Sea Brook Condominiums
MESSAGE:
Attached is the request for additional information for Sea Brook The original will
be mailed to the applicant and a copy will also be mailed to you Please call if
you have any questions Thanks'

,�OF WAT�CRQ Michael F Easley, Governor
O G William G Ross, Jr, Secretary
North Carolina Department of Environment and Natural Resources
� y
'< Alan W Klimek, P E Director
Division of Water Quality
February 6, 2006
Gary Gardner, Member/Manager
BAGAR, LLC
301 East Fort Macon Rd
Atlantic Beach, NC 28512
Subject Request for Additional Information
Stormwater Project No. SW8 060113
Sea Brook Condominiums
Carteret County
Dear Mr Gardner
The Wilmington Regional Office received a Stormwater Management Permit Application for
Sea Brook Condominiums on January 13, for a scheduled express review date of February 1,
2006 A preliminary review of that information has determined that the application is not
complete The following information is n eded to continue the stormwater review
1 Please include a drainage a, map for the proposed infiltration structure
2 Please hand initial items-f-u on pages 2 & 3 of the infiltration supplement
3 Please add a few spot elevap6n-s to more clearly show the pool deck drains to the
permitted system i
4 The infiltration trench x-section de it only shows 3 pipes There are six specified
several other places Please cWffy this detail
5 The bypass weir elevatio4b7l 12 appears incorrect
6 The length of the trerlc on page 3 of the supplement is not consistent with the
drawings /
7 Please PE stamprrawdown
sign the calculations
8 Please include calculation
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 February 16, 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
North Carolina D visw of Water Quality 127 Cardinal Dnve Extension Phone [phone] Customer 5erm4el 877-623 6748
Wilmington Regional Office Wilmington NC 28405 3845 FAX [phone] Internet h2o enr state nc us
Nonr
rthCarolina
Naturally
An Equal OpportumtylAffirmative Action Employer — 50% Recyctedll0% Post Consumer Paper

Sea Brook Condominiums
February 6, 2006
Stormwater Permit # SW8 060113
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,
(Z�JD LC),
Robert D Gordon
Environmental Engineer li
ENBIRDG SIWQSISTORMWATERIADDINFO120061060113feb6
cc Ron Cullipher, PE, Stroud Engineering
Robert D Gordon

Re Sea Brook Condominiums
Subject: Re Sea Brook Condominiums
From: Robert Gordon <Robert Gordon@ncmail net>
Date: Tue, 24 Jan 2006 11 03 47 -0500
To: matt montanye <mmontanye@stroudengineer corn>
I did receive the application, but it will likely be Feb 1 before the review we
are backed up almost a week right now
matt montanye wrote
Rob -
Hey I am back from vacation and Dust wanted to follow up on the Sea
Brook Condominium proDect I met with you on January 12th 2006
I sent it out before I left on vacation in case you had a chance to fit
it in sooner I am Dust checking to see if you got a chance to review
It or are we still looking at a February 1 review dates You did receive
the package last week though Right o
Please Dust let me know where we stand
Thanks
Matt Montanye
Stroud Engineering P A
1 of 1 3/10/2006 2 03 PM

or STROUD ENGINEERING, P.A.
Hestron Plaza Two
151-A Hwy 24
MOREHEAD CITY, INC 28557
[phone]
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DATE Job NO
ATTENTION
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WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following Items
❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications
❑ Copy of letter ❑ Change order ❑
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DESCRIPTION
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THESE ARE TRANSMITTED as checked below
%Q For approval ❑ Approved as submitted ❑ Resubmit copies for approval
❑ For your use ❑ Approved as noted ❑ Submit copies for distribution
❑ As requested ❑ Returned for corrections ❑ Return corrected prints
❑ For review and comment ❑
❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS
COPY TO
If enclosures are not as noted, kindly notify us at once

Dec 21 2005 5 08PM STROUD ENGINEERING P A Na 41I9 i' i
(Ze-,j ke j &W1111111X �re�-.Fr 1�12
NCE"R 9 3D
ENorth Carolina Department of Environment and Natural Resources
127 Cardinal Drive, Wilmington NC 28405 [phone] FAX [phone]
Request for Express Permit Review
FILL-IN aU information below and CHECK required Permd(s).
FAX or email to Cameron. Weaver(aancmall net along with a narrabyA ind vlcrnity maw of the project location
Projects must be submitted by 9 00 A.M. of the review date, unless prior arrangements are made
APPLICANT Name GaryGardner
Company Sun Built Construction Inc
Address 301 East Fort Macon Road —City/State Atlantic Beach, NC Zip 28512 County Carteret
Phone [phone] Fax [phone] Email CravenGllVec rr corn
PROJECT Name Sea Brook Condominiums
PROJECT SYSTEM(S) TRIBUTARY TO Bogue Sound (STREAM NAME) White Oak _ RIVER BASIN
ENGINEER/CONSULTANT
Company Stroud Engineennq, P A
Address 151 A Hwy 24 City/State Morehead City N Cozjp 28557 County Carteret
Phone [phone] Fax [phone] Email rculiieher0stroudenameer com
State or National Environmental Policy Act (SEPA, NEPA) — EA or EIS Required ❑ Yes ❑ No
❑ STREAM ORIGIN Determination; # of stream calls, Stream Name
❑ STORMWA TER ❑ Low Density ❑ High Density-Detentton Pond ❑ High Density -Other
Wetlands MAST be addressed below ❑ Low Density -Curb & Gutter ✓0 High Density -Infiltration ❑ Off Site
❑ COASTAL ❑ Excavation & Fill ❑ Bridges & Culverts �❑ Structures Information M
MANAGEMENT ❑ Upland Development ❑ Manna Development ❑ Urban Waterfront
✓❑ LAND QUALITY ✓❑ Erosion and Sedimentation Control Plan with acres to be disturbed
WETLANDS (401) Wetlands on Property ❑ Yes ✓0 No Isolated Wetlands on Property ❑ yes 0 No
Check all that Mply Wetlands Will Be Impacted ❑ Yes © No Wetland Impacts Acre(s)
Wetlands Delineation has been completed ❑ Yes ❑ No ❑ Buffers Impacted Acres)
USA COE Approval of Delineation completed ❑ Yes [] No
404 Application in process wIUSACOE ❑Yes []No I Permit received from USAGE ❑Yes []No
401 Application ret wired C]Yes ❑ No If Yes, [] Regular [] Express
Additional fees, not to exceed 50% of the original Express Review permit application fee, may be charged for
subsequent reviews due to the insufficiency of the permit applications
SUBMITTAL DATES
SW
CAMA
LQS
401 -
For DENR use only
Fee Split for multiple permits
$
$ Total Fee Amount $

Dec 21 2445 5 08PM STROUD ENGINEERING P A No 4759 P 2
EXPRESS PERMIT REVIEW REQUEST- NARRATIVE
PROJECT NAME. SEA BROOK CONDOM MUMS
SEA BROOK CONDOMINIUMS A PROPOSED CONDOMINIUM PROJECT WITHIN THE
TOWN OF PINE KNOLL SHORES THE DEVELOPMENT WILL CONSIST OF ONE SIX
DUPLEX BUILDINGS THE PROJECT SITE IS SITUATED ON A 141 ACRES OFF N C
Hwy 58 IN PINE KNOLL SHORES
THE SITE PROPOSES TO UTILIZE A STORMWATER INFILTRATION FOR
STORMWATER TREATMENT WITH DISCHARGE TO ROGUE SOUND, A CLASS SA
WATER BODY

4
Land Management Group, Inc.
Enwronmenta(Consuttants
Post Office Box2522
Wilmington, North Carolina 28402
Telephone [phone]
Main Office Branch Office
Suite 15 PO Box1120
Downey Branch Office Park 504 Croa tan Street
3805 Wrcghtsmffe Avenue Manteo, NC 27954
Wilmington, NC 28403 Phone [phone]
DATE October 18, 2004
SUBJECT Land & soils evaluation of 3 tracts for Sun -Built Construction (-1 9 acres total) for
on -site waste treatment usage Tracts located at the NE intersection of NC Hwy
58 & Oakleaf Drive, Pine Know Shores east area, Morehead Township, Carteret
County, North Carolina
TO Sun -Built Construction Company Mr Ron Cullipher, PE
Mr Gary Gardner Stroud Engineering Company, PA
301 E Fort Macon Road 151-A NC Hwy 24W, Hestron Plaza II -A
Atlantic Beach, NC 28512 Morehead City, NC 28557
[phone] [m] [phone]
The land & soils within 3 separate and contiguous tracts for Sun -Built Construction (-1 9 acres
total) were evaluated and mapped to determine general usability for on -site, subsurface waste
treatment The rules & regs of NCGS 130-A and NCDENR-DHS NCAC T15A 18A- 1900 were
used as guidelines in this evaluation This evaluation and mapping were completed through
transectino the geomorphic landscape positions, free soil survey techniques, and aerial photo
interpretations Soil borings/probes were made from the present ground surface to -6" depths to
verify general sod compositions and charactensticsfor on -site subsurface waste treatment usage
Many bonngs encountered asphalt materials at 1-4 ft depths which restricted complete evaluation
of all areas, thus soil Imes had to be extrapolated The resulting land & sods map shows the
locations of the respective soil map units
The tract is located on the maritime bamer island of Bogue Banks, which had typical ndgelslough
landscape positions but these areas have experienced historic land leveling and filling The
majority of these tracts have been historically (<1975) cut & filled based upon 1975 aerial photos,
with the higher sandy dunes having been cut -down to fill lower elevations landscape positions
The enclosed land & soils map shows the various classifications of lands as to waste treatment
suitability and their relative locations The following is a brief descnption of each land & soil
classification
The "Green" Sal Areas (see map) are relatively undisturbed sandy sods These soils have deep
+70" fine to medium sand textures The soils are well to somewhat excessively well drained with
an estimated seasonal high static water table +60-70" from the sod surface, based upon soil
wetness indicators Estimated permeability is <5-10 min/in to +70" depths, based upon soil texture
and structure Soil types found are disturbed phases of Fnpp and Newhan These sites should
have few limitations for waste treatment usage
Page 1 of

The "Yellow° Sod Areas (see map) are relatively undisturbed sandy soils These soils have deep
+70" fine to medium sand textures The sods are moderately well to well drained with an
estimated seasonal high static water table +30-60" from the soil surface, based upon soil wetness
indicators Estimated permeability is <5-10 min/in to +70" depths, based upon soil texture and
structure Sod types found are surface disturbed phases of Fripp, Newhan, and Corolla These
sites should have few to moderate limitations for waste treatment usage with shallow placed
systems
The "Green -Black Dotted" Sod Areas (see map) are sods with +1-3 ft surface fill or disturbances
over natural sods These soils have mixed sandy fill with and without asphalt to +1-3 ft from the
surface, with underlying natural sods These sods are well drained with an estimated seasonal
high static water table +40-60" from the sod surface Estimated permeability is <5-10 minlin to
+70" depths, based upon sod texture and structure, except where asphalt was encountered Sod
types found are disturbed and surface filled phases of Fnpp and Newhan These sites should
have few to moderate limitations for waste treatment usage with shallow placed systems
The "Yellow -Black Dotted" Sod Areas (see map) are sods with +1-3 ft surface fill or disturbances
over natural soils These sails have mixed sandy fill with and without asphalt to +1-3 ft from the
surface, with underlying natural soils These sods are moderately well drained with an estimated
seasonal high static water table +30 - 40" from the soil surface Estimated permeability is <5-10
min/in to +70" depths, based upon soil texture and structure, except where asphalt was
encountered Soil types found are disturbed and surface filled phases of Fnpp, Newhan, and
Corolla These sites should have moderate limitations for waste treatment usage with shallow
placed systems
The "Brown -Black Dotted" Sod Areas (see map) are sods with +1-3 ft surface fill ordisturbances
over natural soils These sods have mixed sandy fill with and without asphalt to +1-3 ft from the
surface, with underlying natural soils These sods are moderately well drained with an estimated
seasonal high static water table +24 - 36" from the sail surface Estimated permeability is <5-10
min/in to +70" depths, based upon soil texture and structure, except where asphalt was
encountered Sod types found are disturbed and surface filled phases of Pactolus and Corolla
These sites should have moderate limitations for waste treatment usage with shallow placed
systems
The "Pink -Black Dotted" Sod Areas (see map) are soils with major +3-5 ft surface fill or
disturbances over natural sods These sods have mixed sandy fill with asphalt to +14 ft from the
surface, with underlying somewhat poorly to poorly drained natural soils These soils including
the historic mixed fill are moderately well drained with an estimated seasonal high static water
table +24 - 40" from the sod surface Estimated permeability is <5-30 min/in to +70" depths, based
upon sod texture and structure, except where asphalt was encountered Soil types found are
historic mixed fill with asphalt, and filled -disturbed phases of Pactolus and Duckston These sites
should have severe to moderate limitations for waste treatment usage with conventional or
alternative waste treatment systems In addition, any systems that may be approved within these
soil areas are likely to be restricted to <480 gal/day due to the amount of historic fill
The "Pink" Sod Areas (see map) are considered to be unsuitable for on -site waste treatment due
to unsuitable mixed fall over underlying natural soils that are poorly drained Typically fill is +1-3
ft thick of mixed sands and debris These are the lower elevations or depressions within these
tracts Est seasonal high water table is <12-30" Sod types are mixed fill phases of Duckston and
Pactolus
The enclosed sods map shows typical layouts for low pressure pipe systems of 1440 gal/day
capacities (12 bedrooms) to serve each lot Initial and equal repair areas would be required
These LPP systems are designed with a 0 50 gallday/sgft LTAR and no pretreatment Typically
if pretreatment is completed before final land application the LPP areas could be reduced by one -
Page 2 of 3

half in size These potential sites need to be further evaluated with back -hoe pits in order to
confirm the sods beneath any asphalt layers which were encountered during this evaluation if
these soil areas appear to have potential integrity, then preliminary design should be presented
to the Carteret County Health Dept for their reviews, concerns, and approvals
This is a preliminary and qualitative land & sods evaluation of this tract for subsurface waste
treatment This report and map should be used for general land planning and design purposes
only Final permitting is subject to NCDENR-DEH and/or other regulatory agency applications,
reviews, and approvals The respective agencies should be contacted before initiating any
construction or investing significant time and monies
Larry F Baldwin, CPSSISC
NCLSS #1040, ARCPACS #2183
Page 3 of 3

PRELIMINARY LAND & SOILS MAP OF 3 TRACTS FOR SUN -BUILT CONSTRUCTION
FOR ON -SITE WASTE TREATMENT USABILITY
Pine Knoll Shores East Area - Morehead Township - Carteret County - North Carolina
1440 galltlay LPP
1440 gaUday LPP
1440 gal/day LPP System Initial
1440 gallday LPP System Repair
System Repair 25' x 115' 1
System Initial 40' x 72'
25' x 115'
25' x 115' 1
y( qqh• YY4�• V +• yj•
... •,�,.',
.4-+. = 4' .. �• 4•.•.•_ pis
_'_
�
•_
NC HWY 58 Salter Path Road
1440 gallday LPP SCALE: 1 Inch = 100 Feet
System Repair
40' x 72'
1440 galday LPP
System Initial
40' x 72'
(all lines paced & agprox)
(limited deep borings)
OCTOBER - 2004
Land
Management
Group, Inc.
®Suitable natural soils for on -site waste treatment with conventional or alternative systems. Upper 1-2 ft disturbed. Est seasonal high static water table +60-70".
Est permeability 5-10 minlin to +50" depths. Fripp and Newhan surface disturbed phases soil types.
Provisionally suitable natural soils for on -site waste treatment with shallow conventional or altematve systems. Upper 1-2 ft surface disturbed. Est seasonal high
static water table +30-60'. Est permeability 5-10 min/in to +50' depths. Fripp and Corolla surface disturbed soil types.
Suitable natural soils with surface fill for on -site waste treatment with conventional or alternative systems. Upper +1-3 ft surface fill or disturbance. Est seasonal high
static water table +40-60". Est permeability 5-10 min/in to +50" depths. Fripp and Newhan surface fill or disturbed soil types.
Provisionally suitable natural soils with surface fill for on -site waste treatment with shallow conventional or altemative systems. Upper +1-3 ft surface fill or disturbance
Est seasonal high static water table +30-40". Est permeability 5-10 minlin. Fripp and Corolla surface fill or disturbed soil types.
Provisionally suitable natural soils with surface fill for on -site waste treatment with fill mound or alternative systems. Upper +1-3 ft surface fill or disturbance.
- Est seasonal high static water table +24-36". Est permeability 5-10 min/in. Corolla and Pactolus surface fill or disturbed soil types.
Provisionally suitable to unsuitable natural soils with surface fill for on -site waste treatment with small (<480 gal/day) alternative systems. Mixed fill +3-5 ft over
_= natural soils. Est seasonal high water table +24-40". Est permeability 5-30 min/in. Historic mixed fill over Pactolus and Duckston soil types.
Unsuitable natural soils with surface fill for on -site waste treatment usage. {Nixed fill +1-3 ft thick over unsuitable natural soils of Duckston and Pactolus.

PRELIMINARY LAND & SOILS MAP OF 3 TRACTS FOR SUN -BUILT CONSTRUCTION
FOR ON -SITE WASTE TREATMENT USABILITY
Pine Knoll Shores East Area - Morehead Township - Carteret County - North Carolina
1440 gaVday LPP
1440 gaVday LPP 1440 gaVday LPP Syatem India)
1440 gaVday LPP
System Repair
40' x ]7
LPP
SCALE: 1 Inch = 100 Feet
(all lines paced & approx)
{limited deep borings)
OCTOBER - 2004
soli s
�� 1040
Land
Management
Group, Inc.
_Suitable natural soils for on -site waste treatment with conventional or alternative systems. Upper 1-2 ft disturbed. Est seasonal high static water table +60-70".
Est permeability 5-10 min/in to +50" depths. Fripp and Newhan surface disturbed phases soil types.
0 Provisionally suitable natural soils for on -site waste treatment with shallow conventional or altemative systems. Upper 1-2 It surface disturbed. Est seasonal high
static water table +30-60'. Est permeability 5-10 min/n to +50' depths. Fripp and Corolla surface disturbed soil types.
Suitable natural soils with surface fill for on -site waste treatment with conventional or altemative systems. Upper +13 ft surface fill or disturbance. Est seasonal high
static water table +40-60'. Est permeability 5-10 miMn to +50" depths. Fripp and Newhan surface fill or disturbed soil types.
Provisionally suitable natural soils with surface fill for on -site waste treatment with shallow conventional or altemative systems. Upper +1-3 ft surface fill or disturbance.
Est seasonal high static water table +30-40'. Est permeability 5-10 min/in. Fripp and Corolla surface fill or disturbed soil types.
Provisionally suitable natural soils with surface fill for on -site waste treatment with fill mound or altemative systems. Upper +1-3 ft surface fill or disturbance.
Est seasonal high static water table +24-36'. Est permeability 5-10 min/in. Corolla and Pactolus surface fill or disturbed soil types.
`S IKY Provisionally suitable to unsuitable natural soils with surface fill for on -site waste treatment with small (<480 gal/day) altemative systems. Mixed fill +3-5 ft over
natural soils. Est seasonal high water table +24-40". Est permeability 5-30 min/in. Historic mixed fill over Pactolus and Duckston soil types.
Unsuitable natural soils with surface fill for on -site waste treatment usage. Mixed fill +1-3 ft thick over unsuitable natural soils of Duckston and Pactolus.