SW7040826_HISTORICAL FILE_20041214

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
El CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
DOC DATE
YYYYMMDD

Fax TranomMal Form
Name: B ILL fj):!�c f—C
organization Name/Dept: 0, (A)_ &
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H9Use Englneering, P.C. Phone: [phone]
P.O. Box 405 Fax: [phone]
Kitty Hawk, NC 27949 FMnW houseeng0earthlink.net
From
Rick House/
Date Ser1C - L r�
Time sent: 3 ,' ti
Number of odges Including cover page; G)
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CL B' WIDE, I'DEEP, 3:1 SLOPE
ROADSIDE SWALE
BOTTOM
CL B' WIDE, I'DFEP, 3:1 SLOPE
ROADSIDE SwAl
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PLAN VI EW
RIP —RAP
157 STONE
SYV M C FILTER FRBRiC
PER 6.25 OF THE EROSION
AND SEDIMENE CONTROL
MANUAL
SECTION VIEW
DETAIL 1 b-D
RIP -RAP SWALE OUTLET
NOTTO SCALE
CL (E) RDADSIDE SWALE
M OF
RIP --RAP) = 3.7'
RIP—W OVERFLOW ELEVA7I0N = 4.7'
GL (E) ROADSK SWALE
e,

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RONnNG ALL
S AS SHOWN
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,1,910.10 sq
E
CL SwALE ELEYATIQN (BDToM OF
RIP -RAP) = 3.7'
RIP -RAP DVERFLDW ELEVATION = 4.7'
RIP/RAP LINED
SWALE OVERFLOW
70 (E) ROADSIDE SWALE,
SEE OE7AIL 15-D, SHEET 2
CL SWALE ELEVATION (BOTrUM OF
RIP -RAP) = 3.7,
RIP -RAP OVERFLOW ELEYAMN = 4.7'

ill f.11t
_J
_� P.O. Box 466 Phone: [phone]
flousl —� N G I N � � 12 I N G � P. C.
Kitty Hawk, NC 27949 Pax: 252-261-3283
Email: [e-mail]
eartfilink.net
November 18, 2004 /1 _`'�`.3.►1'1{ ' t g•o_
North Carolina Department of Environmental & Na� CsV,'e E i NI >..r..�vy9 9
Division of Water Quality SEAL " V�
Attention: Robert Tankardl$/L` moowr- 2474Q
NOV 2 2 2004 •
943 Washington Square Mall 1,
Washington, NC 27889 ;9F•••.;�GftVE;�• Jy�•
DW WARO ' ...... �o
Re: Cutty Sark Subdivision Stormwater Management Plan Design Narrative CK�As�.`
The Cutty Sark Subdivision is a proposed high density residential development located in the Town of
Avon, Dare County, NC. The proposed development consists of eighteen single family dwellings and
associated infrastructure. The subdivision is designated as "high density" and is developed in
accordance with North Carolina Administrative Code -Environmental Management Commission
Stormwater Management Document `fl5A:021-1.1000. In total, the Stormwatcr Management Plan will
receive runoff from a maximum 9.7 acres of impervious and pervious area generated by the
subdivision. Stormwater generated by the project will be managed as follows:
Stormwatcr generated by both impervious and pervious surfaces of the project is split into two
"Drainage Areas", Drainage Area 1, and Drainage Area 2, respectively. Stormwater from Drainage
Area 1, including subdivision access road, impervious and pervious areas of each single family lot.
Stormwatcr runoff froth the access road will be conveyed by sheet flow to the adjacent retention
swales located at property boundary and at road side. Main roadside swales are designed to accept
stormwater from sheet flow from each lot and from boundary swales. Roadside grassed retention
swales are 8 fleet in width, with flat bottom with a three feet horizontal to one foot vertical slope, with
depth of 1.0 feet. Property boundary swales are to be located at the boundaries between each lot and
arc designed to convey stormwater to main roadside swales after 20 inclieslliour infiltration rate is
exceeded. Boundary swales begin at high elevation, denoted on plan by the border line separating
drainage area 1 and 2. Boundary grassed retention swales are 8 feet in width, with a four feet
horizontal to one foot vertical slope, yielding a depth of 1.0 feet All swales are designed such that
stormwater runoff exceeding the storage tnc for I1 areas in proposed swales of 49,508 cubic feet
(required storage volume is calculated at 5,780 cf) 'g conveyed to NCDOT roadside swales. Outlets
of proposed Cutty Sark subdivision swales wI e rip -rap lined with #57 stone over synthetic filter
fabric per NCDENR Erosion and Sediment Control Manual. Velocity of stormwater flow through both
rip -rap lined outlets is calculated at 2.26 fps; therefore, stormwater will not erode rip -rap outlet or
NCDOT roadside swales. Stormwater from Drainage Area 2 will infiltrate locaily at 20 inclicslhr and
will be conveyed by sheet flow to canal on West side and to boundary swales if the infiltration rate is
exceeded.
The available area for storage of stormwater runoff conservatively, assuming all runoff is
directed to the swales t vided ' to two areas. (See Stormwater Management Plan, Drawing
Number 03894) Are one nd fou - denoted n lan by roman numerals) is the volume retained
by the swales, which provide a e for 2.12 inchc f stormwater generated by all impervious
surfaces in the project. Area two, three, Five and six (denoted on plan by roman numerals)
storage volumes are provided by soil void space below the swales and above the seasonal high
water table. 'Phis storage volume provided by area two, three, five and six is conservatively
� tIF i j aFZ

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calculated as an additional 2.59 inches of stormwater. Twenty percent is available in voids in
soils 'Pre the water table for stormwater storage. Seasonal High Water Table for this project in
1.7 i es above mean sea level (Refer to attached soil boring report by Landmark Engineering &
Environmental, dated July 19, 2003.) Soils in the project area are mapped by the USDA
Department of Agricultural Soil Conservation Service's, "Soil Survey of Dare County, North
Carolina" as Corolla and Duckston series fine sands. Listed infiltration rates for these soils are in
excess of 20 inches per hour, therefore, total storage retained and treated by the infiltration
system is 4.71 inches of stormwater generated by the maximum allowable impervious area of the
proposed development.
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Fee Paid
Permit Number
3 �
S W7d�08
New rQr-'w&,@ 1` 7
State of North Carolina 'F#
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT' APPLICATION FORM
This This form rimy he photocopied for use as an original
r
I. GENERAL INFORMATION e5 L JneY ct.J �"- /$llhS AUG 3 1 2UU4
1. pplicants name (specify theninleorthe corporation, individual, etc. who owns tine project):
G UTT 4 SkK+e—, L-1-.C.
2. rint Owner/Signing Official's name and title (person legally responsible for facility and compliance):
r'►14�-�' ArT K t n15 D N��,�� wt Ci►� S e F ey r7� r
F �" �ER I-Ie'l AVV t Pr rr c •mot
3. Mailing Address for person listed In item L above: '
o Be) X 7V 5-
City:_��' /Q".S State: Zip: Z-79y�
"Telephone Number:
4. Project Name (subdivision, facility. or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
C4-_ee V; -S�'orrs
5. Location of Project (street address):
G u 5AoIerc— PP-1 Vim"
City: VOd County: .PM71 Le
G: Directions to project (front nearest major intersection):
_0/0 �10�7 oG �� S�or�d.✓ 01r- /?�
7. Latitude: Zl 30 Longitude: f 30 �Q �� or project
8. Contact person who can answer questions about the project:
Narne:_�� 46s4�r Telephone Number:
IL PERMIT INFORMATION:
1. Specify whether pt-oject is (check crrte)
New
,2v -)- 82 s 3 «/f
Renewal Modification
N
i±orm SWU-101 Version 3.99
Page 1 or4
F,J a- co /�))/

2, if this application is being submitt .d as the result of a renewal or modification to an existing permit, list the
existing permit rrumber�A and its issue date (if known)
3. Specify the type of project (check one):
__Low Density X Fligh Density Redevelop General Permit Other
4. Additional Project Requirements (clieck applicable blanks):
�CAMA Major XSedimentation/Erosion Control _404/401 Permit _NPDES Stormwater
Information on required state permits can be oblained by contacting the Customer Service Center at
1-877-623-67,18.
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated, Aiso attach a detailed narrative
(one to two pages) describing stormwater management for the project .
f#r A4J1)XiTy Q�' 4�i'�al� /YE5�AG7✓C�'S h11L-L /NF7LTf T��GA G
WI'�k1 CX��sS �C'ar�oFF ► r<tf0A1'rV F A0e VAet fS7 w r t"�! 1?yrI o F,c ea+rvEyE0 'VIA 5�VcF T
�GovJ To r?oa-yS►r� �w,ker3 /r_��u�D��►� r7�NQF�FRe►7 �'�n'-Y ��ie.G p�ei�r_ AQsioE
i� Iy K
2. Stormwater runoff from this project drains tothe River basin.
3. Total Project Area: �� _acres 4. Project Built Upon Area: Z -7' 5� _%
5. How many drainage areas does the project have? y
6. Complete the following information for each drainage area. If there are more than two drainage areas In the
project, attach all additional sheet with the information for each area provided to the same format as below.
,13asin lrifarrrtation'�' `' `�
�s`"Drarnage'Area�Drainge`Area
Receiving Stream Name
Receiving Stream Class
s
Drainage Area
9 AG
Existing Impervious` Area
Proposed Impervious*Area
577o 7
% Impervious* Area (total)
, S' oo 2. a0
7-7. o
I�nperviousp. Surface,Areaq��
, r x►'7 Drainage Area 1;, ; �tC
�'"k t Drarnage Area 2 '; i
On -site Buildings70.4if K rAA
On-site Streets
Z Za 7 S�
Ort-sita'I•�errlFi+al}
.� p
On -site Sidewalks
p
Other on -site
p
Off -site
(j s
Total: 15 70 -7 e
Total:
* Impervious area is defined as the built upon area Including, but not 11mited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version 3.99 Page 2 of 4

7. How was the off -site impervious area listed above derived?
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 storrnwater management perrnit number
as issued by the Division of Water Quality. These covenants may not be
changed or deleted without the consent of the. State.
5eE /tr7--rAGNCD TABgE,
2. No more thanJf&,C 011411? LAVsquare feet of any lot shall be covered by structures or Impervious materials.
Impervious materials Include asphalt, gravel, concrete, brick, stone, ,slate or siniflar material but do not Include wood
decking or the water surface ofswimrning 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 Ilxe permitted amount requires as ta I e storm water, management permit modification prior to
construction.
5. All permitted runoff from outparcels or fixture development shall be directed Into the permitted storrnwater control
System. These connections to the storrnwater 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, dial 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 DORMS
The applicable state storrnwater management permit supplement forrn(s) listed below must be submitted for each
I3MP specified for this project. Contact (lie Storrrrwater and General Permits Unit at [phone] for the status
and availability of these forms.
Form SWU-102
Wet Detention Basin Supplement
Forrn 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

V1. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each (tern,
• Original and one copy of the Stornrwater Management Permit Application Form
• One copy of the applicable Supplement Forni(s) for each BMP
• Permit application processing fee or $42t1 (payable to NCDENl2)
• Detailed narrative description of stormwater treatment/trranagement
• Two copies of plans and specifications, Including:
- Devclopnrent/Project name
- Engineer and firm
-Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
Dimensioned property/project boundary
- Location reap with named streets or NCSIR numbers
Original contours, proposed contours, spot elevations, finished floor elevations
Details of roads, drainage features, collection sysl.enrs, and stormwater control measures
Wetlands delineated, Ora note on plaits (hat 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, }.Tease coniple(e this section. Q
Designated agent (individual or firm): ND use, F,4f4 lAle' �n/L}� I j�•
Mailing Address:�/110 6101Y -�toG
City: /Z1 77'%Afw2e-� State: �� Zip: Z7 9
Phone: L�2 LAG 1 91- 3 Fax: LZ_ _�Z & r - *2 9 3
VII1. APPLICANTS CERTIFICATION
1, (Print or type name ofperson listed in Geripml Information, item 2)
certify that the Information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will he recorded, and that the proposed project complies with the requirements of 15A
NCAC 2 1-1.1000. r1 n
Signature:
Form SWU-1 O1 Version 3.99 Page 4 of 4
Date: 2 !�

Ll f) H (f
_ P.O. Box 466 1'lione: 252-261-9253
� N G I N � �E R I N G � P �• Kitty Hawk, NC 27949 Fax: [phone]
email: [e-mail]
August 26, 2004
North Carolina Department of- Etivironmental & Natural gurce
Division of Water Quality mi LgVED
Attention: Robert Tankard
943 Washington Square Mall
Washington, NC 27889
AUG 3 1 2004
Re: Cutty Sark Subdivision Stormwater Management l lan'UbAgNarrativ
V-
24740
SEA $.
GrrtEoJ�
FR '
C?l,00,`
The Cutty Sark Subdivision is a proposed high density residential development located in the "Town of
Avon, Dare County, NC. The proposed development consists of eighteen single family dwellings and
associated infrastructure. The subdivision is designated as "high density" and is developed in
accordance with Stormwater Best Management Practices Manual (N.C. Department of 1-Icalth and
Natural Resources, Fabruary 1999) and North Carolina Administrative Code -Section 15 A NCAC
21-1.1008. Infiltration Basin Supplement has been enclosed as required. In total, the Stormwater
Management Plan will receive runoff from a maximum 30% of impervious area generated by each
single family parcel of the subdivision as limited by Dare County Zoning Ordinance (See Attachment
A), and from the impervious surface of tlic Cutty Sark Drive which yields 45.3% impervious coverage
in the right-of-way. Stormwater generated by the project will be managed as follows:
Stormwatcr Retention and Infiltration swales are designed to manage 4.3" of Stormwater over an
impervious surface, generated by the 10 yr, 2 hr. storm. Stormwater generated by impervious surfaces
of the project is split into two categories. The subdivision access road and the impervious areas of
each single family lot. Stormwatcr runoff from the access road will be conveyed by sheet flow to the
adjacent retention swales. The grassed retention swales are 20.0 feet total in width with a three feet
horizontal to one foot vertical slope with a 14.0 fl flat bottom, yielding an effective depth of 1.0 feet.
Stormwater from impervious surfaces on all lots will infiltrate into the adjacent soils locally and/or be
conveyed by sheet flow to the road side swales.
The available area for storage of Stormwater runoff conservatively, assuming all runoff is
directed to the swalcs is divided into two areas. (See Stormwater Management Plan, Drawing
Number 03894) Area one is the v lume retained by -the Swale system, which provid2Lstora re for
3.07 inches of stormwater t;cnerated bill impervious surfaces in the project. Area two storage
volume is provided by soil void spaces below the swalcs and above the seasonal high water table.
This storage volume provided by this area is conservatively calculated as an additional 1.29
inches of stortwater. Twenty percent is available in voids in soils above the water table for
stormwater storage. Soils in the project area are mapped by the USDA Department of
Agricultural Soil Conservation Service's, "Soil Survey of Dare County, North Carolina" as
Corolla and Duckston series flee sands (see attached map). Listed infiltration rates for these soils
are in excess of 20 inches per hour, therefore, drawdown/infiltration in the required time frame is
achieved with a 1.5 foot separation between the bottom of swales and the seasonal high water
table. 'Total storage retained and treated by the road side swales is 4.36 inches of stormwater
generated by the maximum allowable impervious area of the proposed development. Stormwater
in excess of 4.3" (10 yr, 2 1-Ir Storm) will overflow into the D.O.T. swales parallel to NC 12.

4 ,
flousa
_..� P.O. Box 466 P11one: 252-261-8253
D Kitty Hawk, NC 27949 Fax: [phone]
N G i N R I N G P. C. email: rickhousecrhouseep gee 1hp%ngcoomI.rn
August 26, 2004
North Carolina Department of Environmental & Natural Resources
Division of Water Quality `hr gyp!
Attention: Robert Tankard DWQ-WARa
943 Washington Square Mall
Washington, NC 27889
Re: Cutty Sark Subdivision Storniwater Management Plan ATTACHMENT "A"
CUTTY SARK SUBDIVISION STORMWATER CALCULATIONS
ALLOWABLE IMPERVIOUS LOT COVERAGE TABLE PER DARE COUNTY ZONING
LOT
LOT AREA
(SO, FT.)
LOT AREA
(AC)
DEVELOPABLE
AREA
SURFACE (SQ. FT.)
(WHERE APPLICABLE)
BUA Lot
SURFACE (Ac.j
(WHERE APPLICABLE)
BUA Lot
LOT 1
15,000
.34
15,000
4,500
.10
LOT 2
15.000
.34
15,000
4,5DO
.10
LOT 3
15.000
.34
15,000
4,500
.10
LOT 4
15,000
.34
15,000
4,500
.10
LOT 5
23.870
.55
23,870
0,250
.14
LOT 8
23.229
.53
23,229
0,250
.14
LOT 7
22,558
.52
22,508
6,250
.14
LOT 8
21,909
.50
21,909
6,250
.14
LOT 9
20,896
.45
20,898
8,250
.14
LOT 10
20,898
.48
28,898
18,250
.14
LOT 11
23,181
.53
15,000
c T
4,500
.10
LOT 12
23,362
.53
15,000
ohiw
4.500
.10
LOT 13
23,021
.53
15,000
c
4,500
.10
LOT 14
20,846
.48
15,000
sui
4,500
.10
LOT 15
20,041
.48
15,000
CAN AL
4,500
.10
LOT 18
20,835
.46
15,000
oAu
4,500
.10
LOT 17
20,828
.48
151000
1A1
4.500
.10
LOT 18
21,179
.49
15,000
cx i
4.500
.10
TOTAL
387,481
8.4
313,358
(SA)
91,500
2.11
TOTAL ALLOWABLE BUA FOR LOTS R 94,016 SF
PROPOSED BUA__FOR LOTS =91,500 SF,�__� _ __
30.OX IMPERVIOUS
30.0% IMPERVIOUS
30.0% IMPERVIOUS
30.09 IMPERVIOUS
28.2% IMPERVIOUS
28.9X IMPERVIOUS
27.7X IMPERVIOUS
20.5% IMPERVIOUS
21.8% IMPERVIOUS
21.8% IMPERVIOUS
19.4X IMPERVIOUS
19.31 IMPERVIOUS
19.5% IMPERVIOUS
21.6X IMPERMOUS
21.6X IMPERVIOUS
21.6X IMPERVIOUS
21.8X IMPERVIOUS
21.7% IMPERVIOUS

iii � ■�
flous P.O. Box 466 Phone: [phone]
Kitty Hawk, NC 27949 Fax: [phone]
IN G I NEI R I N G, P.C. email: rickhouse a houseengineering.com
RECEIVED
August 26, 2004
North Carolina Division of Water Quality AUG 3 1 2004
Attention: Robert Tankard/William Moore
943 Washington Square Mall DWQ-WARD
Washington, NC 27889
Re: Cutty Sark Subdivision Stormwater Management Plan Revision Submittal
Included in this transmittal are the following:
- Original and one copy of the revised Stormwater Management Permit Application Form
- 1 copy of the Infiltration Basin Supplement for BMP
- Permit application processing fee of $420 payable to NCDENR (already paid with
initial submittal)
- Detailed narrative description of stormwater treatment/management
- Two copies of plans and specifications
Thank you for your time and attention to this matter. Please feel free to contact me with
any questions or concerns you may have.
Respectfully submitted,
APT —
Frederick A. House, P.E. /
President, House Engineering, P.C.
cc: Don Nemith, Mike Atkinson
Cutty Sark, L.L.C.
21287 Garrett Hwy. Suite 100
Oakland, Maryland 21550
Gary Price
Environmental & Governmental Permitting
F.O. Box 591
Avon, North Carolina 27915

■ Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
■ Print your name and address on the reverse
so that we can return the card to you.
■ Attach this card to the back of the mailpiece,
or on the front if space permits.
1. Article Addressed to:
CUTTY SARK, LLC
ATTN: MR MIKE ATKINSON
'PO BOX 745
HATTERAS NC 27943
I\-- _— -- - - -- — -- — - -
A.
X
❑ Agent
B. ' ed by ( ri ed Name) C. Date of DOV
D. Is delivery address different from item t? ❑ Yes
If YES, enter delivery address below: ❑ No
1
3. 6 1 0 Type
!'Certified Mail ❑ Express Mail
J ❑ Registered ❑ Return Receipt for Merchandise
© Insured Mail C.O.D.
4. Restricted Delivery? (Extra Fee) ❑ Yes
2. ArticloN jj ?NO3 1311011
(rransfar 0002I 05:74i. 478d1 1I
PS Form 3811, February 2004 Domestic Return Receipt 102595-02-M-1540 I
NMI
C3 ,
co
P- � .
0 .:
� `
© Postage $ i$ru
`N �► ��1?
0 Certified Fee O
C3 Return Redept Fee C t
(Endorsement Required) (n dS7r.
'd �•
C3I
Restricted Delivery Fee 0
rr-1-1 (Endorsement Required)
m Tptgi Prwt— x F— 4t
o CUTTY SARK, LLC
ATTN: MR MIKE ATKINSON
o.F PO BOX 745
HATTERAS NC 27943

�0F W A rF
O 'C
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
DIVISION OF WATER QUALIFY
August 19, 2004
CERTIFIED MAIL
RETURN RECEIPT RE VESTED
7003 3110 0002 0574 0780
Alan W. Klimek, P.E. Director
Division of Water Quality
Cutty Sark, LLC
f n: r . dike Afkin-so --
PO Box 745
Hatteras, NC 27943
Subject: APPLICATION RETURN
Stormwater Review SW7040213
Cutty Sark Subdivision
Dare County
Dear Mr. Atkinson:
This office received your State stormwater permit application
and plans for the subject project on February 19, 2004. By letter
dated March 12, 2004, copy attached, I advised you that your
project as proposed did not meet the necessary criteria for a low
density permit. I requested certain revisions and additional
information to make the application complete. I spoke by phone
with Mr. Rick House, your consulting engineer, on March 30, 2004.
Mr. House indicated that he would revise the project for. a high
density stormwater permit and send plans and calculations in the
near future. This office has not received any additional
information about your project.
Please be advised that construction of the proposed facilities
without a valid stormwater permit is a violation of North Carolina
General Statute (NCGS) 143-215.1, and may subject you to
appropriate enforcement actions in accordance with NCGS 143-215.6.
Civil penalties of up to $10,000' per day, per violation, may be
assessed for failure to secure a permit required by NCGS 143-215.1.
North Carolina Division of Water Quality Internet h2o.enr.state.no.us
943 Washington Square Mall Phone: [phone]
Washington, NC 27889 FAX [phone]
An Equal OpportunitylAffrmative Action Employer— 50% Recycled/10% Post Consumer Paper
Nne
orthCarohna
Naturally

Cutty Sark, LLC
August 19, 2004
Page Two
If you decide to pursue this project in the future, you may
resubmit the application package along with the requested
additional information and a $420 permit processing fee. By copy
of this Letter, I am advising the Division of Coastal Management
that you do not have a valid stormwater permit for this project.
If you have any questions, or comments regarding this matter,
please feel free to contact me at(252)945-6481, or by Email:
[e-mail].
Sincerely,
William J. oore
Environmental Engineer
Washington Regional Office
cc:. Charles Jones, DCM-Morehead City, NC
House Engineering
Dare County Planning/Inspections
Central Files
WARO Files

5W70tIa,X13 ?
Via
WDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, Director William G. Ross Jr., Secretary
July 19, 2004
RECEIVED
MEMORANDUM:
TO: Mr. Alan Klimek, Director JUL 2 2 2004
Division of Water Quality
®UUQ-1NARU
FROM: Doug Huggett
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Cutty Sark Development Corp., Major Modification #20-96
Project Location: Cutty Sark Drive, Avon
Proposed Project: Bulkhead shoreline stabilization, boat ramp with drive, courtesy dock
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by August 9, 2004. If you have any questions regarding the proposed project, please contact
Dennis Hawthorn at [phone]. When appropriate, in-depth comments with supporting data
are requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
SIGNED DATE
1367 U.S.17 South, Elizabeth City, North Carolina 27909
Phone: [phone] FAX: [phone] l Internet: www.nccoastalmanagement.net
An Equal Opporlunity 1 Affirmative Action Employer — 30% Recycled by Fiber Weight

CAMA MAJOR NARRATIVE
Cutty Sark Development Corp.
LIZABETI-i Cl-ry
PROPOSED ACTIVITIES
• Construct 458 LP of vinyl bulkhead (includes two 10 LF return wails)
• Construct community boat ramp and gravel access
Construct 32 ft X 3 ft wood walk/pier along boat ramp
Land Disturbance within the AEC for bulkhead backfill activities and grading -for the Iow density
subdivision consistent with the NCD WQ Stormwater permit and approved NC DLQ sedimentation and
erosion control plans.
The applicant's property exists as a proposed 18 lot subdivision that has received preliminary approval by
Dare County. A state stormwater permit and sedimentation and erosion control permits have previously
been approved. The intent of the CAMA Major modification is to stabilize the shoreline,- receive
authorization for land disturbance within the AEC and construct a boat ramp for the proposed subdivision.
The modification will provide water access and stabilize the highground shoreline from the recent dredging
activities consistent with the existing CAMA Major. This bulkhead request from the developer will allow
for the bulkhead to be constructed prior to conveyance of individual lots, and will allow for the
development activity to be permitted and constructed under one permit, thereby requiring less reviews by
the agencies involved.
The disturbance within the AEC will allow for Low Density Subdivision Stormwater Best Management
Practices to be constructed per approved plans by NCDWQ. This disturbance will also cover any grading
activities associated with the bulkhead construction, site restoration and preparation for homesites, and
right of way swales within the AEC.
*** The former spoil site will be abandoned, graded, vegetated and become homesites, Septic areas will be
prevented from being placed within the former spoil area by Dare County Health Dept.
***No 404 wetland areas will be filled, disturbed or impacted by this project.
***No houses or residences, septic systems or driveways are proposed or authorized within the 75 ft AEC
by this application or permit.
Environmental Professionals, Inc.
Kendall Turnage
4/25/04

Form DCM-MP-I.
A'Sn ,�
DA
�. :'i •� 4 UT
APPLICATION,'J'_,
(To be completed by all applicants) '=° H CITY
b, City, town, community or landmark
Avon
1. APPLICANT
c. Street address or secondary road number
Hwy 12 - CUTTYSAPbL _ DPwFr SCXYF F
a. Landowner:
,ram
d. Is proposed work within city limits or planning
Name Cutty,.Sark Development Corp:
jurisdiction? — Yes X -No
Address PO Box 220
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) Pamlico Sound
City Avon State NC
Zip 27948 Day Phone [phone]
—
3• DESCRIPTION AND PLANNED USE
Fax use agent's fax number
OF PROPOSED PROJECT
b. Authorized Agent:
Name Environmental Professionals; Inc.
a. List all development activities you propose (e.g.
-
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
Address PO Box 3368
Modification of the existin errnit for Disturbance
within the _AEC for subdivision, and to construct a
City Kill Devil Hills State NC
boat ramp,ramp access and ViN ft long vinyl
_
bulkhead along east side of canal.
(, l4V66 O F 251-O f OF
Zip 27948 Day Phone [phone]
Fax [phone]
b. Is the proposed activity maintenance of an existing
project, new work, or both? both
c. Project name (if any) CuffSark Development Co .
c. Will the project be for public, private or commercial
use? Communit r� -
NOTE: Permit will be issued in name of landowner(s), and/or
project name.
2. LOCATION OF PROPOSED
PROJECT
a. Couaty Ddm
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed project.
If more space is needed, please attach additional
pages. See Attached Narrative for_proiect

Form DCM-MP-1
(To be completed by all applicants)
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract +/- 12.17 acres
b. Size of individual lot(s) 20,000 SF avg
c. Approximate elevation of tract above MHW or NWL
3- 4 ft average
d. Soil type(s) and texture(s) of tract
Carteret and Duckston/Psamments
e. Vegetation on tract _Juncus roemerianus, 5partina
patens, Jurupgrus-virginiana. mvrica cerifera, quercus
viminiana
f. Man-made features now on tract house garage,
spoil disposal area sMtic system
g. What is the CAMA Land Use Plan land classification
of the site? (Consult the local land use plan)
Conservation X Transitional
Developed ` Community
Rural Other
h. How is the tract zoned by local government?
R-1 Residential
Is the proposed project consistent with the applicable
zoning? X Yes No
(Attach zoning compliance certif care, if applicable)
Has a professional archaeological assessment been
done for the tract? Yes X No
If yes, by whom?
k. Is the project located in a National Registered
Historic District or does it involve a National Register
listed or eligible property?
Yes X No
1. Are there wetlands on the site? X Yes No
- Coastal (marsh)- _X Other _ X 404
If yes, has a delineation been conducted? Yes
(Attach documentation, ifavailable)
m. Describe existing wastewater treatment facilities.
One existing septic system, serving the Beckham
residence
n. Describe location and type of discharges to waters of
the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down" and residential discharges.)Effluent_pipe from
s12oil disposal area. aintenence dredgingSompleted
2/15/04
o. Describe existing drinking water supply source.
Dare County Water System
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
• A copy of the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties.. If the applicant is not
claiming to be the owner of said property, then forward
a copy of the deed or other instrument under which the
owner claims title, plus written permission from the
owner to carry out the project.
e An accurate, dated work plat (including plan view
and cross -sectional drawings) drawn to scale in black
ink on an 8 1/2" by I I" white paper. (Refer to Coastal

Form DCM-MP-1
Resources Commission Rule 710203 for a detailed
description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue -line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of Engineers
regarding -that -agency's -use -of -larger -drawings.)- A site —
or location map is a part of plat requirements and it
must be sufficiently detailed to guide agency personnel
unfamiliar with the area to the site. Include highway or
secondary road (SR) numbers, landmarks, and the like.
•A Stormwater Certification, if one is necessary.
•A list of the names -and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return receipts as proof that such owners
have received a copy of the application and plats by
certified mail. Such landowners must be advised that
they have 30 days in which to submit comments on the
proposed project to the Division of Coastal
Management. Upon signing this form, the applicant
further certifies that such notice has been provided.
Name
Address
Phone
William T. and Lori J. Olander
846 Newberri Ct., Schaumburg, IL 60173
Name _Joseph A. Klea Jr. and Margaret M. Hughes_
Address PO Box 481 Avon, NC 27915 .
Phone
Name
Address
Phone
® A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
CAMA 20-96
CAMA Minor 998-110
NC DWQ SW7960101
NC_DEM951007
• A check for $250 made Davable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
.JUN _
ELIZA8;2TH CITY
• A signed AEC hazard notice for projects in
oceanfront and inlet areas.
• A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - 1 to 10)
If the project involves the expenditure of public funds
or use of public lands, attach a statement documenting
compliance with the North Carolina Environmental
Policy Act.
6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND
I understand that any permit issued in response to this
application will allow only the development described in
the application. The project will be subject to conditions
and restrictions contained in the pennit..
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program,
I certify that I am authorized to grant, and do in fact, grant
permission to representatives of state and federal review
agencies to enter on the aforementioned lands in
connection with evaluating information related to this
permit application and foIIow-up monitoring of the
project.
I further certify that the information provided in this
application is truthful to the best of my knowledge.
This the " _ day of , 2004.
Print Name
Signature �L r /.Jh ,; ` . _ ..•<<,.,.r,
Landowner or,4uthorized Agent y
Please indicate attachments pertaining to your proposed
project.
X DCM MP-2
Excavation and Fill Information
X DCM MP-3
UpIand Development
X DCM MP-4
Structures Information
DCM MP-5
Bridges and Culverts
— DCM MP-6
Marina Development
NOTE, Please sign and date each attachment in the
space provided at the bottom of each form.

Form DCM -MP-2
EXCAVATION
AND FILL
(Except bridges and culverts)
Attach this form to Joint Application for CAMA
Major Permit, Form DCM-MP-1. Be sure to
complete all other sections of the Joint Application
that relate to this proposed project.
Describe below the purpose of proposed excavation
or fill activities. All values to be given in feet.
Access
channel
(MLW)
Canal
Boat
basin
Boat ramp
(Excavated In
Highground)
Rock
groin
Rock (rip rap)
breakwater
Other
(Excluding
shoreline
stabilization)
Average Final
Existing Project
Tpnafh Width Depth Depth
NIA-------
-------
------
NIA-------
--------
-------
NIA--------
-------
-------
Total
(23 n below
wL plane)
10'
amp
3' 1
-1
avg
NIA-------
-------
-------
NIA-------
-------
-------
NIA
4`P„'j�:
COAS'i AL rvi., VNAGEti?Zi1 T
=E-LSZAKTH CITY
1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards NIA
b. Type of material to be excavated NIA
c. Does the area to be excavated include coastal
wetlands? Yes X No
d. Highground excavation in cubic yards 72.5 CY
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area Existing Spoil
disposal area
from recently completed dredging project.
b. Dimensions of disposal area
approx. 460' X 110' �^
c. Do you claim title to disposal area?
X Yes No
If no, attach a letter granting; permission from th(
owner,
d. Will a disposal area be available for future
maintenance? Yes X No
If yes, where? NIA
Revised 03/95

Form DCM-MP-2
e. Does the disposal area include any coastal
wetlands(marsh), SAVs or other wetlands?
Yes X No
f Does the disposal include any area in the water?
Yes X No
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
X Bulkhead Riprap
25t-
b. Length I.LF Total plus including two 10
LF return walls
c. -Average distance waterward of MHW or NWL
0 feet
d. Maximum distance waterward ofMHW or NWL
0 feet
e, Shoreline erosion during preceding 12 months
.25 feet -
(Source of Applicant
information) (Wallace Beckham)
f Type of bulkhead or riprap material
- vinvl bulkhead
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap None
. (2) Bulkhead fill None
h. Type of fill material NIA
I. Source of fill material NIA
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
)LIN 1 5 2ri
"TAL h�ANAGF tr '---N 7.
X Yes No
If yes,
(1) Amount of material to be placed in the
water 2.8 CY concrete - Foe 6OA-T eAMp
(2) Dimensions of fill area 23' X 10'x 0.33'
(3) Purpose of fill boat ramp
b. Will fill material be placed in coastal wetlands ,
(marsh), SAVs or other wetlands?
Yes X No
5. GENERAL
a. How will excavated fill material be kept on site
and erosion controlled? -
Silt fence
b. What type of construction equipment will be
used (for example, dragline, backhoe, or
hydraulic dredge)?
backhoe, concrete truck, dump truck and fron
end loader .
c
Will wetlands be crossed in transporting
equipment? Yes X No
If yes, explain steps that will be taken to lessen
environmental impacts. NIA
Cuttv Sark Development Co
Applicant or Project Name
Signature f
Date
Revised 03/95

Form DCM-MP-3
UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Join- t Application for CAMA Major
Permit,
Form DCM-MP-1. Be sure to complete all other sections of
the Joint Application that relate to this proposed project.
a. Type and number of buildings, facilities, units or
structures proposed
boat ramp, bulkhead; 1 existing
b. ,Number of lots or parcels 18 proposed, 1 existing
c. Density.(give the number of residential units and the units
per acre)- 19 lots on.12.17 acres
1.56 per acre
d. Size of area to be graded, filled or disturbed including
roads, ditches, etc.
e. If the proposed project will disturb more than one acre of
land, the Division of Land Resources must receive an
erosion and sedimentation control plan at least 30 days
before land disturbing activity begins. If applicable, has a
sedimentation and erosion control plan been submitted to
the Division of Land Resources? X Yes No
If Yes, date submitted (plans and submittal by House
Engineering)
f, List the materials (such as marl, paver stone, asphalt, or
or concrete) to be used for paved surfaces.
asphalt road
g. Give the percentage of the tract within 75 feet of MHW or
NWL, or within 575 feet in the case of an Outstanding
Resource Water, to be covered by impervious and/or built -
upon surfaces, such as pavement, buildings, rooftops, or to
be used for vehicular driveways or parking. 2.8 %
180 SF concrete, 400 SF gravel, 3855 SF
house and garage
JUN
':;9:ar.ST,t1L ��{til�6l:�Ca�1l1�3,^�rr
ELIZ--A5"ETH C1T'!
h. Projects that require a CAMA Major Development Permit
may also require a Stormwater Certification. Hasa site
development plan been submitted to the Division of .
Environmental Management for review?
X Yes No
If yes, date (Plans and submission to be submitted
submitted by house Engineering)
i. Describe proposed method of sewage disposal.
None proposed at this time
J-
Have the facilities described in item i, above received
state or local approval? No
(Attach appropriate documentation) .
k. Describe Iocation and type of proposed discharges to
waters of the state (for example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash down"
and residential discharges).
surface runoff, dredge disposal effluent
1. Describe proposed drinking water supply source
(e,g, well, community, public system, etc.)
Dare County -Water Department
m.. Will water be impounded? _ `.des X No
If yes, how. many acres? N/A
n. If the project is an oceanfront development, when was the
lot(s) platted and recorded? NIA
Cutry Sark Development Co
Applicant or Project Name
Signature '
Date

Form DCM-MP-4 411, i N:
.,CJASTA itir�t,l'u�,�i "r•�,r.
` IJ,S'.�kB i H, 7 ,I
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major Permit,
e. Mooring buoys NIA
Form DCM-MF-1. Be sure to complete -all other sections of
_ (1)
Commercial Private__ Community,
the
Joint Application which relate to this proposed project,
(2)
Number NIA.
(3)
Description of buoy (Color, inscription, size, anchor, et
a. Dock(s) and/or Pier(s)
NIA
(1) Commercial Private _._ Community _X�
-
(2) Number 1 (along boat ramp)
---(3) Length 32 ft -
(4)
Width of water body _NIA
(4) Width 3 ft
(5)
Distance buoy(s) to be placed beyond shoreline
(5) Finger_. Yes ; No X
NIA
Piers
_
(i) Number NIA
(ii) Length NIA
f. Mooring structure (boadift, mooring pilings, etc.) NIA
(iii) . - Width NIA
(1)
Commercial Community Pi
(6) Platform(s) Yes X No
(2)
Number -NIA
(i) Number NIA
(3)
Length NIA
(ii) Length NIA
(4)
Width NIA
(iii) Width NIA
(7) Number of slips proposed 0
g, Other (Give complete description)
(9) Proximity of structure to. adjacent riparian property
Boat ramp see MP-2
lines 82 feet
Bulkhead see MP-2
(9) Width of water body �35 ft avg-40
(10) Water depth at waterward end of pier at &ILW or
NWL 3.5 ft
b. - Boathouse (including covered lifts) NIA
(1) Commercial Private
(2) Length N/A
(3) Width N/A -
Cutty Sark Development Cor sue.
Applicant of Project Name
C. Groin (e.g. wood, sheetpile; etc.) NIA
�c'elC
(1) Number NIA _ _
�%7
..
(2) Length NIA
Signature 7
d. Breakwater (e.g. wood, sheetpile, etc.) NIA
(1) Length NIA-
ate
(2) Average distance from MEW, NWL, or
wetlands NIA
(3). Maximum distance beyond MEW, NWL or
wetlands NIA
Revised 03/95

P.O. BOX 3368
KILL DEVIL HILLS, NC 27948
TELE: 252-44 JiLD239
FAX: 25244f.0721
EMAIL: ENVIRON MENTALPRO@EARTHLINK. NET
r
To: �'Y11� r S ]`7�4 L�' c��1zG From: f �eilt c�' l /
Pax: Pages:
Phone:' Date:
Re: CC:
❑ Urgent ❑ For Review ❑ Please Comment -❑ Please Reply ❑ Please Recycle

-4. r
Dare,County JUL. 0 9 2004 2004--55
Local Government F Permit Number
COASTAL r4ANAG—M ENT
ELIZABETH CITY CAMA
MINOR DEVELOPMENT
PERMIT
419 aadxw1zW py tM Sate of North Carolina, Dgmrtnnent of 8rrvlronnwnt,'.
and Na#ural Resources end the Coastal Re moroes Commission for development. ,
in an area of envlronmerit concern purBanrrt to Section 113A-118 of the
General Sadres, "Coastal Area tMariager�ere'
Issued:. to :WALIACE'BECKHAM., authorizing development in 'TAVON, N.C. at WEST SIDE OF NC IZ BEHIND
I14E Q0e!jlN 'DEN,; as -requested iri:the permittee"s application, dated 6-3-04.. This, permit, .issued on
6-� l4�-o4; i,s-subject:to compliance with the application and site drawing' (where consistent with the permit),
A l - ica6fe regulations°and special conditions and notes set forth below. Any violation of.th`ese terms may
subleei permittee:to'a finei-imprisonment or civil action, or may cause the permit to -be null and void.
This perpyt authorizes To CONSTRUCTA RETAINING WALL.
(1) All proposed.development and associated construction must be.done in accordance-wiihlthe.permitted
work plat drawings(s) dated received 5-3-04-04 .
(2) All construction must conform to the N.C. Building Code requirements and, all other local, State and.
Federal regWatiohs, applicable local ordinances and FEMA Flood Regulations.:
(3) ...; Anychange:or. changes in the plans for development, construction, or land.use aetivities�wif require a
reevaluation and: modification of this permit.
Conditions continued on second page
Note; Far7nre to comply vdth the conditions or standards of a CAMA Minor Permit may remelt in tW issuanee'of a
violation or revocation af.the permit.
This pew a i%on may be appeiqW by the permittee or other
qualified pasom mWm dearly (20) days of the issuing date. From
the -date of an appeal, any work conducted under this permit must
cease until the appeal b resolved _
Thls peim{t must be on the pro)ed stirs and accessible to the permit
officer wheh the project is kgmcW for compliamm.'
Any maintenance work or project modification not covered under
this pernft, require turther written permit approval.
All work must oesse when ftxs permit eMres on December 31,
• 200T - .
In issuing this permit it Is agreed that this pr*t is consistent %ft
the Incal Lend Use Plan and all appircablo ordinances.
This permit may. not be hrWerred to another party without the
Wff t apWnl of the Dtv= of Cowl Management
Local Pemit o (signature)
CAMA Local permit OtHeW
Paxmitlee (slgrtature required if cotditloris ffiave',apprY to Permi)
-� J

Name: BECKHAM, WALLACE.
minor. -Permit: # 2004' 55
Date: 6''3-04
L•' lv. •�,
JUL P � 2CP?4
COASTALFN.A(-I,E R-.'4-r
EUZASETH,
(4) The amount of impervious surface areas shall not exceed 30% of the lot area
within the 75ft. Area of Environmental'Conceru.
(5) The 3M buffer rule must be adhered to: reference.15A NCAC 7H.0209.
(6) The permit does not authorize development in wetlands.1.2
i
i
.Signature Wate

-5.0
uplands �A
c STAL WETLANDS
w BEGIN 76 LF. RETAINING WALL '_._- _-...._... f-....._..._-.-.
CANALfobb�E-.._•
NWL
36
o�
EXI TING DWELLING
T
1 �n c.
N Owner: Wallace Beckham
cn v co i 38 h
5 � � Vc �
1 1
p,e,re forme-+ I ti
L-L C.
G
39
' _ �'� � ` PSG r I •+

is';t
_t(""' ; K
49 li8t �� . N
40
404 WE TLA D5
41
i
i
-AMA MINOR SKETC]
WALLACE BECKIIAM
A VON, NC
76 LF Bulkhead Request
(5 feet Iandward of NWL)
Environmental Professionals, Inc.
Date 6/01/04
Drawn: KT
Scale 1"= 50 ft
*** CAMA MAJOR in process for all other
impacts within AEC on site.
***Contact Dennis Hawthorne of NCDCM if
conffruation is required.
•y} �J 1
A =r 44
fin
CD
y
I �
1
42

BACKFILL/1M(M-04 %rC44T -
I
BULKHEAD DETAIL
r
GUTTY SARK DEVELOPMENT CORP.
CAMA MAJOR
DRAWN: KT DATE: 4/07/04
ENVIRONMENTAL PROFESSIONALS INC.
Scale I in = 2 ft
r-

June 1, 2004
ENVIRONMENTAL
P-WESSIONALS
ll'C.
PLANNING FOR
NC Division of Coastal Management
A BETTER
Attn, Dennis Hawthorne
ENVIRONMENT
1367 US Hwy 17 South
Elizabeth City, NC 27909
Re: Cutty Sark Development Corp. / CAMA Major Modification Request
Dear Mr. Hawthorne,
C-OAS-A,
In response to your meeting onsite with Mr. Gary Sister to confirm coastal wettand areas on May 25, 2004,
please revise the bulkhead request in the vicinity of Mr, Beckham's residence to reflect the following
request. We appreciate you meeting with Mr. Sister on short notice to resolve these issues and suggest a
course of action to follow to meet our client's goals,
This request will eliminate all coastal wetland impacts from the current application.
1. The disturbance within the 75 ft AEC, boat ramp, gravel boat ramp approach, 120.5 LF and 107 LF
bulkhead are still being requested as part of the CAMA Major modification.
2. Please revise the field report to include the proposed 144 LF bulkhead (with a 10 LF return wall)
ending at the coastal wetland vegetation boundary, and delete any portion of the bulkhead request
north of Mr. Beckham's residence (or north of the proposed 144 LF bulkhead and 10 LF return wall).
A revised sketch of the affected area is included with this letter to illustrate the intended final construction
of the bulkhead and to clarify the development request.
Please advise as soon as possible if we need to submit any further information to continue the modification
request process. Please call us if you have any question or comments, or need further information.
Sincerely,
Environmental Professionals, Inc.
Kendall Turnaagge(�`F
P.O. BOX 3368 • KILL DEVIL HILLS, NORTH CAROLINA 27948-3368 • 252-441-0239
FAX: [phone] • EMAIL: [e-mail]

CAMA MAJOR MODIFICATION lH
CUITY SARK DEVELOPMENT C,
Avon, NC
***Bulkhead Revision to eliminate o
wetland impacts.
Environmental Professionals, Inc.
Date: 6/01/04
Drawn :KT
Scale: 1 In= 40 R

I'
F W a rFMichael F. Easley, Governor
William G. Ross Jr., Secretary
(two North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P. E. Director
Division of Water Quality
0`C Coleen H. Sullins, Deputy Director
Division of Water Quality
DIVISION OF WATER QUALITY
March 12, 2004
Cutty Sark, LLC
Attn: Mr. Mike Atkinson
PO Box 745
Hatteras, NC 27943
Subject: Stormwater Review SW7040213
Cutty Sark Subdivision
Dare County
Dear Mr. Atkinson:
This office received a copy of your stormwater application and
supporting information on February 19, 2004. A preliminary review
of your project has been completed. The following information must
be provided before we can issue a stormwater permit:
project does not meet low density requirements as shown;
revise allowable impervious calculations to meet 25 %
- site plan should indicate property owners to the North
and South of your project
stormwater treatment measures must be provided if project
exceeds 25 %
The above information must be submitted within 30 days, or
your project will be returned as incomplete. If you have questions,
please feel free to contact me at [phone], extension 264.
Sincerely,
William J. ore
Environmental Engineer
Washington Regional Office
cc: House Engineering
Dare County Planning/Inspections
Washington Regional Office
?/?C) PAO-"4L
Ala w.!/ ke✓• S�
►o k-111
N. C. Division of Water Quality 1617 Mail Service Center Raleigh, North Carolina 27699-1617 [phone]
Customer Service
1-877-621.6749

OFFICE~ USE ONLY
[dale Received
Fee Paid
Permit Number
FEBU2
/
DWQ WAR® State of North Carolina
�� Department of Environment and Natural Resource sib• �� LD
Division of Water Quality 2-�v
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This forrn may he photocapied for use as an original ? ► ' —r Our+r►etr
-6, 146 r M 7
I. GENERAL INFORMATION
1. Applicants name (specify the name of ilie corporation, individual, etc, who owns the project): — San-.& oor.ya 'T
GIJTTr4 5A-e-V-,
Z. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
M%V-6 �TKtNSoN �CIVIEMS�i of
PA RYWE-9
3, Mailing Address for person listed in item 2 above:
e
City -Ak— %Z4—State:— /V G zip: Z 7 fA13
'Telephone Number: (_?i s� ) 9�t! � Z��Q
4. Project Narne (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, e1c.):
-:: cra 3 DIVJS/aA/ ,yk- Xw 7Qzo702
I*WCK 7A3191
5. Location of Project (street address):
GUTTY OAW &2 - Poe-/ V41"
City: AVOA1 County:
G. Directions to project (fr-o/m nearest major intersection):
_/0 FEAT N +D I�T� OF j�TSEGrld�✓ m� NG l� ,�/✓�
R 1Z(a
T. Latitude: �1� 30 „, Longitude: (� '�� �� of project.
8. Contact person who can answer questions about the project.:
Natne:IG� �l�SE Telephone Number. Z61- E3;g r3
It.. PERMIT INFORMATION: y
1. Specify whether project is (check one): /1 New Renewal Modification
Form SWU-101 Version 3.99 Page I ol'4

2. If this application is being subrrritt .d as the result of a renewal or modification to an existing perrnit, list the
existing perrnit number /'�A and its issue date (if known)
3. Specify the type of project (cheek one);
xLow Density 1-ligh Derrsi[y Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
_CAMA Major XSedirnentaljon/Erasion Control �404/401 Permit _NPDES Stornrwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III, PROJECT INFORMATION
1. In the space provided below, summarize how marmwater will be treated. Also attach a detailed narrative
(one to two pages) describing s(ormwater management for the project .
Tiff 14-41VAITy QJr,-'<rVW0W, *)4 K rXVM PJIL.L /fJP1d-7AWA7r-1—ecA Z,
WPM �x�FsS �a�o FF I •/w�7 FiPo�VTo j' ek�3��rG✓�s, w t t N �Pc1nl o F� G'd✓YE j�EOyl4 S leer
Ff pCuio/^14 t?tl / Fes! ZOrTy re,C y,Qi✓c /eoAaS/OE
fi0A1LC5 MA VC 3: J-fW'11OME5 ¢ t S $.51V/•pE. -
r 2. Stormwater unoff from this project drains to the �/"1� t%ON River basin.
3. Total Project Area: 9. 4! �! _acres 4. Project Built Upon Area: 2 %. 5^ %
5. 1-low many drainage areas does the project have? y
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
Basin Information
Drainage Area 1
Drainage Area 2
Receiving Stream Name
L/G e :50 uN v
Receiving Stream Class
S
Drainage Area
/ 9� AG
,G
Existing Impervious* Area
Proposed hrrpervious*Area
/s 70 7 Z �'
% Impervious* Area (total)
. 5-7,0
Impervious* Surface Area
Drainage Area I
Drainage Area 2
On -site Buildings p K 1! Jj
S v
On site Streets
Z Zo -y
On -site Sidewalks
D
to / 7
Other on -site
0 �.
Z Z
Off -site
(�
fatal: / fir 'p 7
Total:
Impervious area is defined as the built uporr area including, but not limited to, buildings, roads, parking areas
sidewalks, gravel areas. etc.
form SWU-101 Version 3.99 Page 2 of 4 (row;
L
�-75-0
Sfr`�
Afs !z f1/10Y

I -low was the off -site impervious area listed above derived? /4/0
1V. DEED RESTRICTIONS AND PROnci,IVE COVENANTS
The following italicized deed restrictions and protective covenants are required Lo be recorded for all
subdivisions, outparcels and future developurctsl prior to the sale of any lol. 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 managernerrt permit number
as issued by the Division of Water, Quality. These covenants may not be
changed or deleted witlrout the consent of the ,State.
See *7raGNe3> TffeZE,
2. No more than Cdts Q to square feet of any lot shall be Covered by struct ures or' impervious materials.
Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material but do not include wood
decking or tire water surface of swimming pools.
3. Swales shall not be filled itt, piped, or altered except as necessary to provide driveivay crossings.
4. Built -upon area in excess off lie permit red amount requires a state stormwater management permit modification prior to
consIructirxr.
5. All permitted runoff from outparcels or future development shall be directed into lire permitted stormwater control
system. These connections to the stormwater' control sysiern 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 part ies and persons
claiming under them, that they will run with the land, drat the required covenants cannot be changed or deleted
witlrout concurrence from the State, and that they will be recorded prior to Lhe sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management perrnil supplement form(s) listed below must be submitled for each
13MP specified for this project. Contact Lhe 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 Supliletnent
Form SWU-105
Curb Outlet System Suppierrierrt
Form SWU-106
Off -Site System Supplemenl
Form SWU-107
Underground Infiltration "french Supplement
Form SWU-108
NCUSe River Basin Supplement
Form SWU-109
Innovative Best Management Practice Supplement.
Form SWU-101 Version 3.99 Page 3 of4

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 fullowirrg required information by initialing in the space provided
next to each item.
• Original and ol're copy of the Stornrwater Managetnen Permit Application Form
• One copy ol' the applicable Supplement Fornr(s) for each BMP
• Permit application processing fee of WO (payable to NCIDENR)
• Detailed narrative description of'stornrwater treaUnent/nrarragerrtent
• 'l'wo copies of plans and specifications, including:
Developtnen[/Project rtarrre
Engineer and firm
Legend
North arrow
Scale;
- Revision number & dale
Mean high water line
Dimensioned property/project boundary
Location snap 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 (inclu(ing 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 firm):_ OI) S FA(4 1A1eZW,1d--7 I �y
MailingAddress:_�O 434X DWG
City: Alq► rT fc✓f� State: AJL7_ip: 2,7 9f�g
Phone; .Ll/7 y )_ r O �3 Fax:
3
Vlll. APPLICANT'S CERTIFICATION
1, (print or type name ofperson listed in General Information, item 2) M 19,6- ,¢TKiNSOA%
certify that the inforrtration 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 recordecl, and that the proposed project complies with the requirements of 15A
NCAC ZH .1000. /-1 n
Signature
Date:
Form SWU-10I Version 3.99 Page 4 of4

Permit No.
(ro be provided b), DfVQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATIONFMOVED
LOW DENSITY SUPPLEMENT FEB 19 2004
This roan may be photocopied for use as an original
A low density project is one that incets the appropriate criteria for built upon area a Q rQQniwater
runoff primarily through vegetated conveyances. Low density projects should not have a discrete stormwater
collection system as defined by 15A NCAC 21-1 .1002(18). Low density requirements and density factors can be
found in 15A NCAC 2I-1 .1005 through .1007.
1. PROJECT INFORMATION ;��, /
Project Name 1J T" '::r %/i//�1/ V
Contact Person: X/6#—' HeVSE Phone Number: (21 ?A10ly1- 8Z5-3
Number of Lots:/g Allowable Built Upon Area Per Lot*: Sire-
7`00,4 a;-
*If lot sizes are not uniform, attach a table indicating the number of lots, lot sizes and allowable built upon area
for each lot. The attachment must include the project name, phase, page numbers and provide area subtotals
and totals.
11. BUILTUPON AREA
See the Stormwater Management Permit Application for specific language that must be recorded in the deed
restrictions for all subdivisions.
For uniform lot sizes, complete the following calculation in the space provided below where:
• SA Site Area - the total project area above Mean High Water. Wetlands may be excluded when the
development results in high density pockets.
• DF Density Factor - the appropriate percent built upon area divided by 100.
• RA Road Area - the total impervious surface occupied by roadways.
• OA Other Area - the total area of impervious surfaces such as clubhouses, tennis courts, sidewalks, etc.
• No. Lots - the total number of lots in the subdivision.
• BUA/Lot - the computed allowable built upon area for each lot including driveways and impervious
surfaces located between the front lot line and the edge of pavement.
I-orm SWU-104 Rev 3.99 Page 1 of' 2

(SA x DF) - RA - OA = BUA
No. Lots Lot
Calculation:
44o,!:;-g- k-rfiAe,991n �TaRrnw/��ez i„IAN�G �i''�✓� �°<.4�
g6' 1704 Ale e 3S9y-.
III. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate that the following requirements have been met and supporting
documentation is provided as necessary. If the applicant has designated an agent on the Stormwater
Management Permit Application Form, the agent may initial below.
Applicant Initials
a. A 30 foot vegetative buffer is provided adjacent to surface waters. Projects in the NCUSC
River basin may require additional buffers.
b. Deed restriction language as required on form SWU-101 shall be recorded as a restrictive
covenant. A copy of the recorded document shall be provided to DWQ within 30 days of
platting and prior to sale of any lots.
c, BUllt Upon area calculations are provided for the overall project and all lots.
d. Project conforms to low density requirements within the ORW AEC (if applicable).
(15A NCAC 21-1 .1007(2)(b)]
Form SWU-104 Rev 3.99 Page 2 of 2

STORMWATFR RUNOFF -CALCULATIONS:
SA = SITE AREA -THE TOTAL PROJECT AREA ABOVE MEAN HIGH WATER (WETLANDS MAY BE EXCLUDED)
OF = DENSITY FACTOR -THE APPROPRIATE PERCENT BUILT UPON AREA DIVIDED BY 100 (OF = 0,30)
RA = ROAD AREA -THE TOTAL IMPERVIOUS SURFACE OCCUPIED BY ROADWAYS
OA = OTHER AREA -THE TOTAL AREA OF IMPERVIOUS SURFACES SUCH AS CLUBHOUSES, TENNIS COURTS, ETC.
NO. LOTS- NUMBER OF LOTS IN SU13DMSION
BUA/Lot = THE COMPUTED ALLOWABLE BUILT UPON AREA FOR EACH LOT INCLUDING DRIVEWAYS AND IMPERVIOUS
SURFACES BETWEEN THE FRONT LOT LINE AND EDGE OF PAVEMENT
*NOTE: SOME LOTS ARE NOT UNIFORM
FORMULA:
FORMULA:
SEE TABLE BELOW FOR BREAKDOWN
=
(J13,�3$�Fc_,30}-'
24,207 SF -0 = *94,106 SF
No. L LOf
TOTALS•
RFCEIVE�
RIGHT OF WAY AREA
53,481 SF
IMPERVIOUS ROAD COVERAGE =
24,207 SF
TOTAL IMPERV COVERAGE IN RIGHT OF WAY =
24,207 SF
IMPERVIOUS LOT COVERAGE =
91,500 SF
FEB 2004
TOTAL IMPERVIOUS COVERAGE -
115,707 SF
TOTAL. PROJECT AREA =
420,961 SF
% IMPERVIOUS COVERAGE -
27.5z
ALLOWABLE-
IMPERVIOUS COVERAGE =
30x
iVnvJ O
���, l ,��
STORMWATER VOLUME (1.5- OVER IMP. SURFACES) - 115,707 SF x .125 FT (1.5' STORMWATER) = 14,463 CU FT (STORAGE REQUIRED)
REFER TO SECTION 6-�F
j AREA I: SWALE STORMWATER RETENTION VOLUME _ (1/2bh - AREA) x L = VOLUME
8S WIDE 3/1 SLOPE SWALE = 1/2(8.5ft)(1.42 ft) = 6.035 sf x 2306.3 LF = 13,919 CU FT
II AREA 11: STORAGE IN SOIL VOIDS = ((2)* 1/2bh) x LF x 0,20(void ratio) = VOLUME
(2) x 1 /2 x 4.25' x 1.42' x 0.20 x 2306.3 - 2,784 cf
TOTAL STORAGE IN SWALE AND SIDE VOIDS = 16,703 CU FT; THEREFORE, STORING 1.73"
OVER IMPERVIOUS SURFACES WHICH IS GREATER THAN THE 1.5" REQUIRED
CUTTY SARK SUBDIVISION LOW DENSITY STORMWATER CALCULATIONS
ALLOWABLE IMPERVIOUS LOT COVERAGE TABLE
LOT
LOT AREA
(SQ, FT.)
LOT AREA
(Ac)
DEVELOPABLE
AREA
SURFACE (SQ. FT.)
(WHERE APPUCABLE)
BUA Lot
SURFACE (Ac.)
(WHERE APPUMLE)
BUA Lot
LOT 1
15,000
.34
15,000
4,500
.10
LOT 2
15,000
.34
15.000
4.500
.10
LOT 3
15,000
.34
15.000
4,500
.10
LOT 4
15,v00
.34
15.000
4,500
.10
LOT 5
23.870
.55
23.870
6,250
.14
LOT 6
23,229
.53
23,229
6,250
14
LOT 7
22,588
.52
22,588
6,250
.14
LOT 8
21,909
.50
21.909
6,250
14
LOT 9
20.896
.48
20,895
8.250
.14
LOT 10
20,896
.48
28.896
6,250
.14
LOT 11
23,181
.53
15,000 ;
4.500
.10
LOT 12
23,362
.53
15.00w aw
4,500
.10
LOT 13
23,021
.53
15.000 c�i
41500
.10
LOT 14
20.046
.48
4,500
.10
LOr 15
20,841
.48
LAt
4,500
.10
LOT 16
20.835
.48
,
4,500
.10
LOT 17
20,628
.48
15,000 cur
4,500
.10
LOT 18
21,179
.49
15,000 cAM
4,500
.10
TOTAL
367,481
8.4
313,388
(SA)
91,500
2.11
TOTAL ALLOWABLE BUA FOR LOTS - 94,016 SF
PROPOSED BUA FOR LOTS - 91,500 SF,
SINCE 91,500 SF IS LESS THAN 94,016; 91,500 SF MEETS THE REQUIREMENTS FOR SINGE
FAMILY DWELLING, LOW DENSITY DEVELOPMENT PER 15A NCAC 02H.1005 OF NORTH CAROLINA
ADMINISTRATIVE CODE -ENVIRONMENTAL MANAGEMENT COMMESION STORMWATER MANAGEMENT
DOCUMENT.
30.0% IMPERVIOUS
30.0% IMPERVIOUS
30.OX IMPERVIOUS
3O.OX IMPERVIOUS
26.2R IMPERVIOUS
26.9% IMPERVIOUS
27.7X IMPERVIOUS
28.51 IMPERVIOUS
21.6% IMPERVIOUS
21.6% IMPERVIOUS
19.0 IMPERVIOUS
19.3X IMPERVIOUS
19.5% IMPERVIOUS
21.8X IMPERVIOUS
21.6% IMPERVIOUS
21.6% IMPERVIOUS
21.6X IMPERVIOUS
21.2% IMPERVIOUS

i 4 n
_� P.O. Box 466 Phone: [phone]
flous � N G I N � � R I N G , P.C. Kitty Hawk, NC 27949 Fax: [phone]
email: rickhouse a housecngincering.com
February 12, 2004 RECEIVED
North Carolina Division of Water Quality FEB 19 2004
Attention: Robert Tankard
943 Washington Square Mall DWQ-WARO
Washington, NC 27889
Re: Cutty Sark Subdivision Stormwater Management Plan Submittal
Included in this transmittal are the following:
- Original and one copy of the Stormwater management Permit Application Fonn
- I copy of the applicable Supplement Fonn(s) for BMP
- Pen -nit application processing fee of $420 (payable to NCDENR) ✓
- Detailed narrative description of stormwater treattnent/management
- Two copies of plans and specifications
Thank you for your time and attention to this matter. Please feel free to contact me with
any questions or concerns you may have.
Respectfully Submitted,
/ / r
Rick I -louse, P.E.
!-louse Engineering, P.C.
Cc: lion Nemith, Mike Atkinson
Cutty Sark, L.L.C.
21287 Garrett Hwy. Suite 100
Oakland, Maryland 21550
Gary Price
Environmental & Governmental Permitting
P.O. Box 591
Avon, North Carolina 27915

�� •
flous
slop 11
11.0. Box 466 Phone: [phone]
F
� N G I N � � R i N G , P. C.
Kitty hawk, NC 27949 Fax: [phone]
email: rickhouse i houseengineering.com
February 11, 2004 RECEIVED
North Carolina Department of 1nvironnlental & Natural Resources
Division of Water Quality FE13 19 2004
Attention: Robert Tankard
943 Washington Square Mall fl pp
Washington, NC 27889 D����rr Q"qq��{{ffV ARO
Re: Cutty Sark Subdivision Stormwater Management Plan Design Narrative
The Cutty Sark Subdivision is a proposed low density residential development located in the Town of'
Avon, Dare County, NC. The proposed development consists of eighteen single family dwellings and
associated infrastructure. The subdivision is designated as "low density" and is developed in
accordance with North Carolina Administrative Code -Environmental Management Commission
Stormwater Management Document T15A:021-1.1000. In total, the Stormwater Management Plan will
receive runoff from a maximum 2.7 acres of impervious area generated by the subdivision, which
accounts foe less than 30% of the total project area. Stormwater generated by the project will be
managed as follows:
Stormwater generated by impervious surfaces of the project is split into two categories. The
subdivision access road and the impervious areas of Cach single faintly lot. Stormwater runoff from
the access road will be conveyed by slicet flow to the adjacent retention swales. The grassed retention
swales are 8.5 feet total in width with a three feet horizontal to one foot vertical slope, yielding an
effective depth of 1.42 feet. Stormwater from impervious surfaces on all lots will infiltrate Into the
adjacent soils locally and/or be conveyed by sheet flow to the road side swales.
The available area for storage of Stormwater runoff conservatively, assunung all runoff is
directed to the swales is divided into two areas. (See Stormwater Management Plan, Drawing
Number 03894) Area one is the volume retained by the swale, which provides storage fbr 1.44
inches of Stormwater generated by all impervious surfaces in the project. Area two storage
volume is provided by soil void space below the swales and above the seasonal high water table.
This storage volume provided by area two is conservatively calculated as an additional .29 inches
of stormwatcr. Twenty percent is available in voids in soils above the water table for Stormwater
storage. Soils in the project area are mapped by the USDA Department of Agricultural Soil
Conservation Service's, "Soil Survey of Darc County, North Carolina" as Corolla and Duckston
series fine sands. Listed infiltration rates for these soils are in excess of 20 inches per hour;
therefore, total storage retained and treated by the road side swales is 1.73 inches of storm` EOnle
generated by the maximum allowable impervious area of the proposed development.
s AL.
24740
�s9�4 ti%;%IRIms!
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MAJOR PERMIT FEE MATRIX
Applicant: Cutty Sark Development Cor oration
Selection
Development Type
Fee
DCM %
DWQ %
(14300 1601 435100093 1625 6253)
(24300 1602 435100095 2341)
1. Private, non-commercial
development that does not
$250
100% ($250)
0% ($0)
involve the filling or
excavation of any wetlands
or open water areas:
11. Public or commercial
development that does not
$400
100% ($400)
0%($0)
involve the filling or
excavation of any wetlands
or open water areas:
111. For development that
involves the filling and/or
excavation of up to 1 acre
of wetlands and/or open
water areas, determine if A,
B, C, or D below applies:
III(A). For Private non-
commercial development, if
$250
100% ($250)
0% ($0)
General Water Quality
Certification No. 3301 (see
attached) can be applied:
III(B). For public or
commercial development, if
General Water Quality
$400
100% ($400)
0% ($0)
Certification No. 3301 (see
attached can be a lied:
III(C). If General Water
Ej
Quality Certification No.
$400
60% ($240)
40% ($160)
3301 (see attached) could
be applied, but DCM staff
determined that additional
review and written DWQ
concurrence is needed
because of concerns
related to water quality or
aquatic life:
111(D). If General Water
Quality Certification No.
$400
60% ($240)
40%($160)
3301 (see attached) cannot
be applied:
IV. For development that
involves the filling and/or
$475
60%($285)
40% ($190)
excavation of more than
one acre of wetlands and/or
o en water areas:
/n��.

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FOR �4 C'
DATE �U 6 TIME l A.M.
P.M.
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PHONE 6-3
HONEDNYOU
PLEASE CALL
TO SEE
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WILL CALL AGAIN
TO SERUSH
NED YOSPECIAL
ATTENTION
MESSAGE `'
A,
SIGNED Gam. i SC5805
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