SW7021109_HISTORICAL FILE_20160408

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
sw IJA //o�
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
Vl HISTORICAL FILE
DOC DATE
YYYYMMDD

Moore, Bill
From:
Sent:
To:
Dumpor, Samir
Friday, April 08, 2016 9:42 AM
Moore, Bill
Subject: FW: Broad Creek Marina and Breakwater
fyi
MAN
From: Scarbraugh, Anthony
Sent: Friday, April 08, 2016 9:23 AM
To: Dumpor, Samir<[e-mail]>
Subject: FW: Broad Creek Marina and Breakwater
FYI
Anthony Scarbraugh L
Environmental Senior Specialist
Division of Water Resources — Water Quality Regional Operations CJ
Department of Environmental Quality
252 948 3924 office
anthony.scarbraughoncdenr.4ov
943 Washington Square Mall
Washington, NC 27889
!/ Nothing Compares--,,_
0-1-
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Spears, Courtney
Sent: Friday, April 08, 2016 9:06 AM
To: Scarbraugh, Anthony <anthony.scarbraughC@ncdenr'gov>; Pelletier, Josh R SAW <[e-mail]>
Subject: FW: Broad Creek Marina and Breakwater
Good morning Josh and Anthony,
I meant to copy you in on the email below, and I apologize for the oversight. Mr. Rubino has placed the NC Seafood
Industrial Park project for Mr. Bob Peele on hold pending the resolution of some issues with shellfish sanitation. DCM
has suggested a mid -process scoping meeting to be sure their new/updated design meets the standards of all
commenting agencies. If they chose to have an additional meeting I will keep you updated. Please let me know if you
have any questions/concerns.

Have a good weekend!
Courtney Spears
Assistant Major Permits Coordinator
Division of Coastal Management
Department of Environmental Quality
252 808 2808 office
courtney.spears (-)ncdenr.gov
400 Commerce Avenue
Morehead City, NC 28557
!% Nothing Compares ----
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Spears, Courtney
Sent: Thursday, April 07, 2016 11:48 AM
To:'Brian Rubino' <[e-mail]>
Cc: Troy Murphy <[e-mail]>; Russell, Kelly <[e-mail]>
Subject: RE: Broad Creek Marina and Breakwater
Dear Mr, Rubino,
This correspondence acknowledges your April 71h, 2016 email in which you indicated that your client, Bob Peele, wishes
to place his CAMA Major Permit application in abeyance until issues with Shellfish Sanitation are resolved. Based on this
request, processing of your application will be placed on hold until such time as a written request is received in this
office requesting a resumption of application processing. As required by NCAC T15A:07J.0204(d), the permit processing
period will not run. Upon my receipt of a written request to reinitiate processing, the Division of Coastal Management
will resume processing of the application at the point where it was terminated.
If you have any questions concerning this matter, please feel free to contact me at [phone], or by e-mail.
Kind regards,
Courtney Spears
Assistant Major Permits Coordinator
Division of Coastal Management
Department of Environmental Quality
252 808 2808 office
cburtne .s ears ncdenr. ov
4.00 Commerce Avenue
Morehead City, NC 28557

—�'Nothtng Compares..,..
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Brian Rubino [mailto:[e-mail]]
Sent: Thursday, April 07, 2016 11:26 AM
To: Spears, Courtney <[e-mail]>
Cc: Huggett, Doug <[e-mail]>; Troy Murphy <tmurphy guible.com>
Subject: Broad Creek Marina and Breakwater
Courtney,
Based on the discussion between Doug Huggett, you and myself on Tuesday April 5`h, 1 would like to put the permit
processing for the Broad Creek Marina and Breakwater project on -hold while we work through items of concern with
Shellfish and Sanitation. Thanks for the assistance with this project and please keep us informed if you receive any other
comments or determinations that may affect this project.
Thanks,
Brian
Brian D. Rubino, P.G.
Vice President
Quible & Associates, P.C.
8466 Caratoke Highway, Bldg 400
Powells Point, NC 27966
P.O. Drawer 870
Kitty Hawk, NC 27949
t 252.491.8147
V 252A91.8146
www.guible.com
LEGAL DISCLAIMER
The information transmitted is intended solely for the individual or entity to which it is addressed and may
contain confidential and/or privileged material. Any review, retransmission, dissemination or other use of or
taking action in reliance upon this information by persons or entities other than the intended recipient is
prohibited. If you have received this email in error please contact the sender and delete the material from any
computer.

N'r..
Coastal Management
ENVIRONMENTAL QUALITY
March 21, 2016
MEMORANDUM
TO:
FROM:
SUBJECT:
Applicant:
R E C `E= I V � D
LIAR 2 8 2016
�A!.R�0
PAT MCCRORY
Governor
DONALD R. VAN DER VAART
.NeCrolwy
BRAXTON DAVIS
bireclul'
Samir Dumpor, Environmental Engineer II
Division of Energy, Minerals & Land Resources — Coastal Stormwater
Doug Huggett, Major Permits Coordinator
Division of Coastal Management
CAMA Permit Application Review
NC Seafood Industrial Park Authority
Project Location: off Harbor Road, Broad Creek, in Wanchese, Dare County
Proposed Project: Broad Creek Pier System & Breakwater
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by 04/11/16 to Courtney Spears, Assistant Major Permits Coordinator, 400 Commerce
Avenue, Morehead City, NC 28557 (fax: [phone]). If you have any questions regarding
the proposed project, please contact Kelly Russell 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
fNothinq Compares --,..,—
State of North Carolina, Environmental Quality I Coastal Management
1367 US Hwy 17 South I $liiahcih City, NC 27909
252-264-3901 1 252-264-3723 [fax]

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: NC Seafood Industrial Park Authority- Wanchese; Broad
Creek Pier
2. LOCATION OF PROJECT SITE: Harbor Rd, Wanchese, Dare County on Broad
Creek
Photo Index — 2006: 183-7197 (R,8) 2000: 183-2132 (H,7)
State Plane Coordinates - X: 3000555 Y: 778972
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — Feb. 23, 2016
Was Applicant Present - no
5. PROCESSING PROCEDURE: Application Received Complete — March 11, 2016
Office - Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Dare County
Land Classification From LUP — Conservation, transitional
(B) AEC(s) Involved: ES, EW, PTA, PTS
(C) Water Dependent: yes
(D) Intended Use: private
(E) Wastewater Treatment: Existing—onsite system
Planned - none
(F) Type of Structures: Existing — commercial metal building, gravel boat
storage area, stormwater infiltration basin, unused
metal building associated with a wastewater system
Planned — pier over wetlands, fixed pier, boatslips,
breakwater
(G) Estimated Annual Rate of Erosion: 2-3 ft
Source - applicant
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Estuarine Shoreline
(B) EW, PTA
17,976 sq ft
shaded
(C) Coastal Wetlands
1,808 sq ft
(shaded)
(D) Total Area Disturbed: 19,784 sq ft
(E) Primary Nursery Area: no
(F) Water Classification: SA Open: yes/no

Field Investigation Report r
Page 2
8. PROJECT SUMMARY: The applicant proposes to construct an 8 ft by 226 ft
walkway over wetlands to an 8 ft by 1,812 ft pier with 29 boatslips and a 1,812 ft
breakwater attached to the pier.
Project Setting
The site of the proposed development is on Lot 6 Harbor Rd, off of Mill Landing Rd (NC 345)
within the village of Wanchese in Dare County. The site is within existing seafood industrial
park and is adjacent to Broad Creek that connects to the Roanoke Sound. Elevation of the
tract is approximately 6 ft above normal water level. The high ground areas are vegetated with
typical lawn grasses and the wetland area adjacent to the creek is vegetated with Spartina
Alterniflora, Juncus Roemerianus, and Typha.
Existing structures on the property include a commercial metal building, a fenced in
stormwater infiltration basin, a fenced in gravel boat storage area, and an unused metal
building that is associated with a wastewater system. Adjacent properties are also
developed with commercial marine structures.
The waters of Broad Creek along the area of the applicant's property range from 3'/2 ft to 5
ft deep and are classified as SA waters by the Division of Environmental Management. The
waters immediately adjacent to Lot 6 are open to shellfish harvesting and they transition to
closed approximately 900 ft eastward of the lot location. There are no known archeological
sites associated with the applicant's property.
Development Proposal
The applicant proposes to construct an 8 ft wide by 226 ft long walkway over wetlands
leading to an 8 ft by 1,812 ft fixed pier. The pier would begin on Lot 6 of the seafood
industrial park and extend out approximately 180 ft then make a sharp turn to the right and
extend another 1,384 ft and then make another 90 degree turn to the right for 248 ft. The
pier would be constructed waterward of lots marked on the submitted plat as Leaseholds 7-
13. The proposed pier would have fourteen 6 ft by 20 ft finger piers creating twenty-nine 20
ft by 60 ft boatslips. The boatslips would be located on the portion of the pier that is within
the shellfish closure area. The applicant would also construct a 1,812 ft breakwater
attached to the waterward side of the pier. This breakwater would dampen the wave
energy for the moored vessels and also lessen or slow the erosion along the shoreline. As
previously mentioned this proposed pier structure would be constructed waterward of
several other lots also owned by the NC Seafood Industrial Park. There are permitted
marina structures on these lots. Lot 12 has a fixed pier with 28 boatslips and 2 boat lifts,
another fixed pier without slips, and a breakwater structure and small floating pier adjacent
to the breakwater. There are also 2 concrete boatramps located on this property. These
structures were permitted under CAMA Major #90-02 Umphlett Marina. A modification has
been issued to the permittee to reconfigure the existing structure to reduce the number of
slips from 28 to 10 however this modification has not been built. Also CAMA Major #140-03
was issued for the construction of another pier and breakwater and 6 slips under Bailey
Marina adjacent to Lot 13. These structures have not been built yet but are still planned.
The newly proposed pier structure would maintain a minimum distance of 140 ft from the
permitted and existing marina structures.

Field Investigation Report
Page 3
Anticipated Impacts
The proposed project would shade 1,808 sq ft of coastal wetlands, 14,496 sq ft of Public Trust
Area, Estuarine Waters Areas of Environmental Concern with the pier, finger piers, and
walkway. The added 29 boatslips would shade 3,480 sq ft of Public Trust Area, Estuarine
Waters Areas of Environmental Concern. Temporary water turbidity would occur in the project
area during construction.
Kelly Russell
March 17, 2016

Received
Lot 6- Broad Creek Pier System & Breakwater
Wanchese Seafood Industrial Park
CAMA Major- Project Narrative 2/18/2016 ®CM'EC
Existing Conditions
The site is a 2.99 acre (130,052 sq. ft.) parcel of land located along Harbor Road and
owned by the N.C. Seafood Industrial Park Authority (Seafood Park) in Wanchese, Dare
County, North Carolina. The parcel of land (Lot 6) is located adjacent to the Roanoke Sound
(Broad Creek).
The upland portion of the property is dominantly covered with maintained grasses, a
gravel road and metal buildings. Hathaway Marine Inc. is located in a small gray metal building
on the water ward end of lot 6. Joe's Marine Service is leasing a fenced gravel boat storage
area at the front of lot 6 along Harbor Road. A fenced -in dry infiltration basin of maintained
grass separates the two businesses and covers the majority of lot 6. There are currently marina
related structures on lot 12 (to the south of lot 6) in place including a fixed pier with 28 slips and
2 boat lifts, another fixed pier without slips, a pile -supported breakwater structure and a small
floating pier adjacent to the breakwater. Two concrete boat ramps are.also on site with the
existing marina facilities. The existing pier and slips were permitted under CAMA Major 90-02
and this is referred to as Umphlett Marina. In 2013, after the expiration of 90-02, a new permit
for Umphlett Marina reconfiguration was issued (CAMA Major 46-13). This permit reduced the
total number of slips from 28 to 10. The larger concrete ramp and unbuilt pier system was
permitted under CAMA Major 140-03. In 2013, a modification was issued to 140-03 to include
the ramp. Also in 2013, another modification was issued to Bailey Marina to reconfigure the
permitted mooring arrangement on the permitted (unbuilt) pier. This constituted a reduction from
26 to 6 total slips.
To date, the finger pier removal and upgrades to Umphlett Marina have not occurred, but
this work will occur at sometime within the life of the permit. The pier at Bailey Marina will aslo
be constructed at some point prior to the expiration of the CAMA Major. All existing conditions
are depicted on the CAMA Plan.
Proposed_ Work
Currently proposed work requiring CAMA permitting includes construction of an 8ft x
2,038 LF fixed pier with fourteen Eft x 20ft'finger piers. The pier is proposed to begin on lot 6,
and extend out into Broad Creek in a southeasterly direction and turn southward. The proposed
pier is to contain twenty-nine 20ft by 60ft boat slips with finger piers and tie pilings dividing the
slips. All slips are designed to be within the shellfish closure limits. Adjacent to the proposed
pier, a 1,812 LF breakwater is proposed on the water ward side of the pier. The breakwater is to
begin at the NWL and terminate at the end of the proposed pier. Some minor modifications to
the original -proposed design have taken place and are represented here, based on discussions
with resource agencies. An interagency scoping meeting held at the WARO to discuss this
project on 8/27/15.
Need
The Seafood Park currently contains several boat building operations and the Park has
been catering to the new potential tenants, including boat builders and charter fleets. This pier
will enable expansion of these services. Additionally, this shoreline has experienced consistent
erosion over the years. The proposed slotted breakwater will serve to dampen wave energy that
has washed out coastal marsh along the shoreline, and this breakwater will provide a safe
mooring area for tenants.

tt %%d#ia%0Qb VVU
®CM MP-1
,i
LOCATE ON for DCM-EC
Major Development Permit u,-� .,�•
(last revised 12/27106)
North Carolina DIVISION OF COASTAL MANAGEMENT
1., PrimaryAppficant/Lando wner'information
Business Name
Project Name (if applicable)
N.C. Seafood Industrial Park Authority-Wanchese
Broad Creek Pier System and Breakwater
Applicant 1: First Name
MI
Last Name
Bob
Peele; Director
Applicant 2: First Name
MI
Last Name
If additional applicants, please attach an additional page(s) with names fisted.
Mailing Address
PO Box
City
State
549
Wanchese
NC
ZIP
Country
Phone No. .
FAX No.
27981
USA
252 - 473 - 5867 ext.
252 - 473 - 6139
Street Address (if different from above)
City
State
Zip
615 Harbor Road
Wanchese
NC
27981-
Email
bpeele@ nccommerce.com
2. Agent/Contractor Information
Business Name
Quible & Associates, P.C.
Agent/ Contractor 1: First Name
MI
Last Name
Brian
D
Rubino
Agent/ Contractor 2: First Name
M)
Last Name
Mailing Address
PO Box
City
State
870
Kitty Hawk
NC
ZIP
Phone No. 1
Phone No. 2
27949
252 - 261 -
3300 ext.
— ext,
FAX No.
Contractor #
Street Address (if different from above)
City
State
ZIP
8466 Caratoke Highway Suite 400
Powells Point
NC
27966 -
Email
brubino@qu'ible.com
<Form continues on back>
252-808-2848 .. • 1-888-4RCOAST Www.nccoastalmanagement.net

' Form DCM MP-1 (Page 2 of 4)
irw[ieiveia
APPLICATION for
Major Development Permit
lift /%nn 0.-
3. 'Project Location UILAY.Ftu
County (can be multiple)
Street Address
State Rd. #
Dare
Harbor Road
1140
Subdivision Name
__[Wanchese
City State
Zip
Wanchese Seafood Industrial Park
NC
27981 -
Phone No.
Lot No.(s) (if many, attach additional page with list)
252 - 473 - 5867 ext.
Lot 6,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Pasquotank -
Broad Creek
c. Is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
®Natural ❑Manmade ❑Unknown
Pamlico Sound
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
®Yes ❑No
work falls within.
Wanchese Industrial Seafood Park (NC SIPA)
4
scr�ption
Slf`e Dt?J.
a.
Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
538 ft
Seafood Park: 54 acres (2,352,223 sf) 1 Lot 6: 2.99 acres
(130,052 sf)
c.
Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
Lot 6: 130,052 sf,
NWL (normal water level)
(if many lot sizes, please attach additional page with a list)
9' ❑NHW or ®NWL
e.
Vegetation on tract
Uplands on site are mostly maintained grasses with areas of gravel and concrete. Wetlands along the shoreline contain
Phragmites, wax myrtle, groundsel bush, black needle rush and smooth cordgrass.
f.
Man-made features and uses now on tract
Hathaway Marine Inc. is located in a small gray metal building on the water ward end of lot 6 and Joe's Marine Service is
leasing a fenced gravel boat storage area at the front of lot 6 along Harbor Road. A fenced -in dry infiltration basin of
maintained grass separates the two businesses and covers a large portion of lot 6. On the North side of the property is a
metal building associated with a wasterwater facility for the Industrial park that is currently not in use.
g.
Identify and describe the existing land uses adjacent to the proposed project site.
Boat building operations and boat ramp
h.
How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
Wanchese Seafood Industrial Park Zone
(Attach zoning compliance certificate, if applicable)
®Yes ❑No ❑NA
j.
Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No
k.
Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. []Yes ®No ❑NA
If yes, by whom?
I.
Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes ®No ❑NA
National Register listed or eligible property?
<Form continues on next page>
252-808-2806 .. 1-888-4RCOAST .. www.nccoastaImanag0ment.net

' Form DCM MP-1 (Page 3 of 4)
APPLICATION far
Received Major Development Permit 1�
m. (i) Are there wetlands on the site? I1, _,„'! ®Yes []No
(ii) Are there coastal wetlands on the site? ®Yes ❑No
m if es to either i or a above, has a delineation been conducted? DMEC {"') y {�j {��) ❑Yes ®No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
Wastewater is treated in approved on -site wastewater treatment systems consisting of septic tanks and drain fields.
i
o. Describe existing drinking water supply source.
Drinking water is provided by Dare County Water Distribution System
p. Describe existing storm water management or treatment systems.
The Wanchese Seafood Industrial Park utilizes an existing and permitted stormwater treatment system that combines an
engineered system of swales and infiltration basins.
5. Activrt�es and.lmpac[s
.� . ,.
a. Will the project be for commercial, public, or private use? ®Commercial ❑PubliclGovernment
❑PrivatefCommunity
b. Give a brief description of purpose, use, and daily operations of the project when complete.
The proposed slips will provide docking facilities for commercial fishing vessels. Daily operation will be consistent with the
current facility operation.
c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
Vibrating hammer and barge; equipment to be stored onsite
d. List all development activities you propose.
Construction of an 8' wide by 2,038 LF long fixed pier with twenty-nine 20' x 60' boat slips with 6' x 20' finger piers dividing
the porposed slips. All proposed slips are within the shellfish closure limits. In addition, a 1,812 LF breakwater is proposed to
be constructed on the waterward side of the proposed pier, beginning at the NWL and terminating at the pier's end. All of the
proposed activities are shown on the enclosed site plan.
e. Are the proposed activities maintenance of an existing project, new work, or both? New Work
f. What is the approximate total disturbed land area resulting from the proposed project? NA ❑Sq.Ft or []Acres
g. Wifl the proposed project encroach on any public easement, public accessway or other area ❑Yes ®No ❑NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
The Wanchese Seafood Industrial Park manages stormwater through a system of permitted and approved swales and
stormwater infiltration basins.
i. Will wastewater or stormwater be discharged into a wetland? ❑Yes ®No ❑NA
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes []No ®NA
j. Is there any mitigation proposed? ❑Yes ❑No ®NA
If yes, attach a mitigation proposal.
<Form continues on backs
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Form DOM MP-1 (Page 4 of 4)
APPLICATION for
Major Development Permit
• 6. Additional information
In addition to this "completed application form, (MP-•1) the _following ifenis below if applicable, must be subihitted 6 order for the application
instruction booklet on how to proper'!y prepare there Pp Y 1 p Pp I, PP n
package,ta be complete !tams {a} (f) are alwa s a lrcable,to an ma or dedelo ment a lrcatron Please consult the a licatio
purred ilems below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross -sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. 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,
Name Etheridge Family Properties LLC _ Phone No ,
Address PO Boz 69 Wanchese, NC 27981
r
Name Willie E. Daniels Jr Phone No.
Address 3652 Milo Landing Rd Wanchese, NC 27981
Name: Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
Blanket DWO SWMP SW7000323 8/29/2000 7
h. Signed consultant or agent authorization form, if applicable,
f. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1.10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
7 Certlficatio_n and Permissionjo Enter on Land
h .:Y• C ram. -t:, }S.- r .1 •✓ Ja. S Y •�1 JL
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 the conditions and restrictions contained in the permit,
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 follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge. [aeCe�v
Date Print Name BOB PEELE ed
31 q�"20 l (D Signature 1--�1 1/V—�'�j;?
Please indicate application attachments pertaining to your proposed project.
❑DCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culverts
❑DCM MP-3 Upland Development
®DCM MP-4 Structures Information
®MEC
252-808-2808 :: 9-888-4RCOAST www.oiccoastaimanagement.net

Received
Form DCM MP-4
SMCTU
(Construction within Public Trust Areas) DMC
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. Please include all supplemental information.
1. DOCKING FACILITY/MARINA CHARACTERlST1CS
a. (i) Is the docking facility/marina:
®Commercial ❑Public/Government ❑Private/Community
c. (i) Dock(s) and/or pier(s)
(ii) Number 1
(ill) Length 2,038 LF
(iv) Width 8 ft
(v) Floating ❑Yes ®No
e. (i) Are Platforms included? ❑Yes ENO
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating ❑Yes ❑No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
29
(ii) Number of slips existing
0
i. Check the proposed type of siting:
❑ Land cut and access channel
❑Open water; dredging for basin and/or channel
®Open water; no dredging required
❑Other; please describe:
k. Typical boat length: 50 ft
m. (i) Will the facility have tie pilings?
®Yes [--]No
(H) If yes number of tie pilings?
28
[j This section not applicable
b. (i) Will the facility be open to the general public?
[]Yes ®No
d. (i) Are Finger Piers included? ®Yes ❑No
If yes:
(6) Number
14
(iii) Length
20 ft
(iv) Width
6 ft
(v) Floating
❑Yes ®No
f. (i) Are Boatlifts
included? ❑Yes ®No
If yes:
(ii) Number
(ill) Length
(iv) Width
h. Check all the types of services to be provided,
❑ Full service, including travel lift and/or rail, repair or
-maintenance service
❑ Dockage, fuel, and marine supplies
® Dockage ("wet slips") only, number of slips: 29
❑ Dry storage; number of boats:
❑ Boat ramp(s); number of boat ramps:
❑ Other, please describe:
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
Sailboats and Charter Boats
I. (i) Will the facility be open to the general public?
[]Yes ®No
v
252-808-2808 :: 1-888-4RCOAST :: www.nccoastaimanagement.net revised: 12/27/06

1�briI7'il DCPA MP-4 (St<ructisras, Varge 2 of 4)
2. POCKING-FACILITY/MARINA OPERATIONS ❑This section noiappGcable
a. Check each of the following sanitary facilities that will be included in the proposed project.
❑ Office Toilets Received
❑ Toilets for patrons; Number: ; Location:
❑ Showers
® Boatholding tank pumpout; Give type and location: Mobile pump and haul pumpout station ®MEC
b. Describe treatment type and disposal location for all sanitary wastewater.
All sanitary wastewater is disposed of using existing and permitted on -site septic tanks and drain fields.
C. Describe the disposal of solid waste, fish offal and trash.
All solid waste, fish offal and trash is disposed of, using the Seafood Industrial Park trash cans and dumpsters. The Seafood
Park disposes of all solid waste according to applicable regulations.
d. Wow will overboard discharge of sewage from boats be controlled?
Existing sewage pump -out facilities in the Seafood Park will be made available to all patrons. The existing sewage pump -out
system is pump and haul. There is no overboard sewage dumping from vessels allowed.
e. (i) Give the location and number of "No Sewage Discharge' signs proposed.
NIA
(ii) Give the location and number of "Pumpout Available' signs proposed.
NIA
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
NIA
g. Where will residue from vessel maintenance be disposed of?
No vessel maintenance will be conducted on site.
h. Give the number of channel markers and "No Wake" signs proposed. N/A -Existing federal channel markers to be observed
i. Give the location of fuel -handling facilities, and describe the safety measures planned to protect area water quality.
NIA
j, What will be the marina policy on overnight and live -aboard dockage?
No live -aboard or overnight dockage is allowed.
k. Describe design measures that promote boat basin flushing?
N/A open water
I. If this project is an expansion of an existing marina, what types of services are currently provided?
252-808-2808 :: 1-888-4RGOAST :: www.nccoastaimanagement.net revised: 12/27106

0rt's BCM IYIP-4 (StrLictures, Page 3 on 4) Received
m. Is the marina/docking facility proposed within a primary or secondary nursery area? �� i•
❑Yes ®No
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area? ®�
®Yes ❑No
o. Is the marina/docking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
®CW ❑SAV ❑SB
OWL ❑None
p. Is the proposed marinaldo&ng facility located within or within close proximity to any shellfish leases? ❑Yes ®No
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
NA
3.-BOATHOUSE.(�ncliidrng cohered lifts) ; . , „ ®This section not applicable ;
a. (i) Is the boathouse structure(s):
[--]Commercial ❑Public/Government ❑Private/Community
(4) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripfine dimensions.
4. GROIN (e g , .wood, sheetprle,:etc Jf a rock groin, use MP-2, Excavation and F' X.) , s ® This section not applicable
a• (i) Number
(ii) Length
(iii) Width
BREAKWATER (e g 5 wood sheetprle, etc) ° This section not applicable
a• Length 1,812 LF b. Average distance from NHW, NWL, or wetlands
c. Maximum distance beyond NHW, NWL or wetlands
6 MOOFRING P_ILINGS1and BUOYS , ®This sectionnota plreable
_��-a ,.-.t„a ,..il,a .t.c ,.1-, :.; �'„�tx��'. ...od. >.- -� � .ia u... r,.,r. .,. .._ ..nn �. F;•.. E._?�, 4�. .C..
a. Is the structure(s):
❑Commercial ❑Public/Government ❑Private/Community
c. Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present.
e. Arc of the swing
Til
7 GENERAL t
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)
.f
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanagemeint.net revised: 12127/06 .

r
a. Proximity of structure(s) to adjacent riparian property lines
There are no established adjacent riparian property lines in
the Wanchese Seafood Park Harbor.
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
8,570 ft
e. (i) Will navigational aids be required as a result of the project?
❑Yes ®No ❑NA
(is) If yes, explain what type and how they will be implemented.
b. Proximity of structure(s) to adjacent docking facilities.
597 ft
d. Water depth at waterward end of structure at NLW or NWL
4.50'
8. OTHER ® This section not applicable
a. Give complete description:
Under 7 b, the proximity was determined by measureing from a georeferenced aerial photo.
Received
Date
®+l�l�E
w>
V.
Project Name`
�SeCnUoc
AEC"
A icant Namo QC►G� h k t'LktJ� n o A; 4n {
4 'tiblC'4PiUC.i C
Applicant Signature Y
252-808-2808 :: 1-888-4RCOASY :: www.nccoastaimanagement.net
revised- 12/27/06

North Carolina DeparhWDENR
erif of Envfronmenf and Natural Resour
8everiy Eaves Perdue, Go blviistan of� -- astal Management ceS
'' James H +G'''
, meson, Director,;,
Dee Freeman, Secretary
30 June 2009 +"k
EXPRESS PERMIT REVIEW PROGRAM
t
MEMORANDUM
TO: STORMWATER
Scott Vinson -- Express Permits Coordinator
Division of Water Quality
FROM:
SUBJECT:
Applicant:
Project Location:
Proposed Project:
David W. Moye
Express Permits Coordinator
17
V\
r-
L � 5
CAMAIDREDGE & FILL Permit Application Review,5
rJ �
NC Seafood Industrial Park Authority *'70, -
c/o Bob Peele - Director^�,
In Wanchese, at 898 Harbor Road (off SR 114Mat Bluewater Yachts r/f
Outer Banks Sales Office, Lots 18, 19, and 19A in the manmade basin j
�,
(Mill Creek) of the Seafood Industrial Park adjacent Roanoke Sound in
Dare County, North Carolina
The applicant proposes to install an 8' by 125' floating platform adjacent
an existing haul out facility.
Please indicate below your agency's position or viewpoint on the proposed project and return
this form by 21 July 2009. if you have any questions regarding the proposed project, please
contact David W. Moye at 252-948-3852. When appropriate, in-depth comments with
supporting data is requested.
REPLY; ✓r 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 43 b
943 Washington Square Mall, Washington, North Carolina 27889 T�
Phone: 252-946-Wl 1 FAX: [phone] Internet: wvvw.nccoastalmanagement.netl
An Equal opportunity 1 Affirmative Action Employer — 50% Recycled i 10% Post Consumer Paper

• �" DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
Express Permit Review Program
1. APPLICANT'S NAME: N.C. Seafood Industrial Park Authority - Wanchese, c/o Bob Peele
2, LOCATION OF PROJECT SITE: At 898 Harbor Road off SR 1140 at Bluewater Yachts Outer Banks
Sales Office, Lots 18, 19, and 19A on a manmade basin (Mill Creek) off Roanoke Sound in Wanchese, in
Dare County, North Carolina
Photo Index - 1995: 183-7196; N-1, 0-1
State Plane Coordinates - X: 3,001,000 Y: 778,800 GPS Rover File: B061 I l0A
Oregon Inlet Quad. (upper left corner)
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 06/11/09
Was Applicant .Present - Yes
5. PROCESSING PROCEDURE: Application Received — 6/30/2009 ,
Office - Washington
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Dare County
Land Classification From LUP - Community Village (land), Conservation (AFC's)
(B) AEC(s) Involved. EW, PTA
(C) Water Dependent: YES
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing - septic tanks and drain fields
Planned - None
(F) Type of Structures: Existing - Buildings, bulkhead, docks, travel lift and haul out dock,
concrete and gravel parking
Planned - Floating dock
(G) Estimated Annual Rate of Erosion: NIA
Source - NIA
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
±960 ft2shaded
(B) Non -Vegetated Wetlands
Manmade basin bottom
(C) Other
(D) Total Area Disturbed: t0.02 acres (f960 sq. ft.)
(E) Primary Nursery Area: No
(F) Water Classification: SC
Open: No
8. PROJECT SUMMARY: The applicant proposes to. replace two existing fixed slips, with two slips on a
proposed floating dock, adjacent an existing travel lift and haul out dock.

N. C. Seafood Industrial Park Authority - Wanchese
c/o Bob Peele - Director
Dare County
Bluewater Yachts Outer Banks Sales Office
Express Permit Review Program
Project setting
Bob Peele, on behalf of the N. C. Seafood Industrial Park Authority, has requested
the attached application be processed under the Express Permit Review Program, for
the installation of a floating dock. The project site is located in Wanchese at 898 Harbor
Road (off SR 1140) at Bluewater Yachts Outer Banks Sales Office, Lots 18,19, and 19A in
the manmade basin (Mill Creek) of the Seafood Industrial Park adjacent Roanoke Sound in
Dare County, North Carolina. Bluewater Yachts Outer Banks Sales Office is a tenant in
the Seafood Industrial Park and to date all permits issued in the park have been under the
name of the Park Authority for specific lots and/or tenants. Previous CAMA Major Permits
issued to the Park Authority include Nos. 2-77, 139-80, 175-84,120-80, 63-88,124-94, 50-
98, 91-98, 23-99, 64-99, 100-99, 147-00, 68-01, 90-02, 29-03, 140-03, and 119-05. The
Park Authority is viewed as one large upland marina for permit processing.
The Park Authority's land encompasses ±54 acres around the basin and currently
has various marine based tenants, with numerous slips in various configurations within the
basin. The tenants include the US Coast Guard, various boat builders, commercial fishing
operations, and various marine supply businesses. As previously stated, the project site is
located on lots 18, 19, and 19A and the current tenant is Bluewater Yachts Outer Banks
Sales Office. The 3 parcels that make up the project site total ±1.9 acres. Bluewater
Yachts Outer Banks Sales Office is a full service marina maintenance facility with a travel
lift, boat haul out structure, and 8 fixed slips.
The property is developed with a large building for boat repair, an attached office,
detached bathroom facilities, and 2 small outbuildings. The remaining area on the
property is packed gravel or concrete with a small amount of maintained grass along the
access road. The basin shoreline is stabilized with a steel sheet pile bulkhead with a 25'
wide concrete walk on the landward side. The bulkhead and concrete walk are similar to
many of the other properties in the Park Authority. A 23' by 64' boat haul out facility with a
travel lift is located at the upstream end of the property. Existing water depth at the end of
the haul out is -14' below the Normal Water Level (NWL). The remainder of the 238.5' of
shoreline on the site is developed with 7 finger piers and 12 tie pilings establishing 8 fixed
slips.
The project site is bordered to the northwest by the US Coast Guard (Aids to
Navigation Team) and to the southeast by Wanchese Trawl and Supply. Both sites are
heavily developed similarly to the project site.
The site is ±7' above the normal water level. The Estuarine Water of the manmade
basin (Mill Creek) is classified as SC by the Environmental Management Commission and
is closed to shellfishing.

N. C. Seafood Industrial Park Authority - Wanchese
c/o Bob Peeie - Director
Dare County
Bluewater Yachts Outer Banks Sales Office
Express Permit Review Program
Page Two
Project description
The applicant proposes to install an 8' by 120' floating platform adjacent the
downstream side of the existing haul out facility to provide a staging area for the haul out.
The existing 2 finger piers and tie pilings (representing 2 fixed slips) adjacent the haul out
will be removed to allow room for the floating dock. The floating dock will provide side to
mooring for 2 vessels. The applicant has had difficulty in the past during wind events
getting boats into the haul out and lifted with the travel lift. The proposed floating dock will
aid in lining the boats up in the haul out and provide a staging area before and after launch
or retrieval. The 120' length of the proposed floating dock is just under the % width
(120.71') of the basin at this location. The existing water depth at the end of the proposed
floating dock is -15` below the NWL. The project as proposed will result in no net change
in the total number of slips (8) at the site.
Anticipated impacts
The project as proposed will result in the shading of 960 ft2 of manmade basin
bottom associated with the floating dock installation. No new impervious surface is
proposed with this project. The project will result in localized turb3i 7-a3-a-msuit of the
construction activities.
David W. Moye - 30 June 2009

Quible & Associates, P.C.
ENGINEERING • ENVIRONMENTAL SCIENCES • PLANNING • SURVEYiNG
SINCE 1959
June 23, 2009
David Moye, Express Major Permits Coordinator
NC DENR Division of Coastal Management
943 Washington Square Mall
Washington, NC 27$39
Re: Wanchese Seafood Park/Bluewater Yachts Outer Banks Sales Office
CAMA Major Development Permit Application
Wanchese, Dare County
Mr. Moye:
543
P.O. Drawer 870
Kitty Hawk. NC 27944
Phone: [phone]C
Fax [phone]
PRINCIPALS
Sean C, Boyle, P.E.
Joseph S. Lassiter, CE.P.
Eduardo J. VdIdivieso, P.E.
ASSOCIATES
Jos©ph J, Aniauf, P.E.
Katherine C. Marchello. P.L.S.
Please find enclosed a CAMA Major Permit Application (Express) for the proposed construction of a
platform, two transient slips and removal of two fixed slips at the Bluewater Yachts Outer Banks Sales
Office located in the Wanchese Seafood Industrial Park. The development shown on the enclosed site
plan and qualified in the accompanying narrative reflect a review and approval of t1Te project by the
Wanchese Seafood Industrial Park Authority.
26 copies of the oversized site plans will be forwarded to your attention once you have completed your
initial review. Bob Peele, Director of the Wanclese Seafood Park is forwarding the signed application to
your attention. Attached is an email from the Director of the Seafood Park stating that the proposed
project is consistent with the applicable zoning.
Please do not hesitate to contact the undersigned at 252.261,3300 if you have any questions or require
any additional information.
Sincerely,
Quible & Associates, P.C.
r-en
enc Site plan
CAMA Major Permit Application -unsigned
cc file

Bluewater Yacht Sales Outer Banks Sales Office
Wanchese Seafood Park
CAMA Major Permit Application Narrative
,June 18, 2009
Introduction
The proposed project involves the installation of a 125 feet by 8 feet wide floating platform at an existing
facility. The platform will be used to stage yachts for haul out at the Bluewater Yachts Outer Banks
Sales Office (Bluewater). The project is located in the Wanchese Seafood Industrial Park in Wanchese,
Dare County, and approximately centered around latitude 35.8395904' north and longitude 75.6222718'
west. A copy of the USGS Topographic Quadrangle-Wanchese, with the site identified. has been
included.
Bluewater currently uses eight slips (located in front of Lots 18, 19 and 19a) and a boat haul out to offer
sales and service of vessels. The proposed project will decrease the fixed slips from eight to six and add
two transient slips and 1,000 sf of floating platforrn area for the staging of boats for haul out and
maintenance. Lots 19, 19a and 18 are held in common ownership.
Proposed Work Requiring CAMA Major Permitting
Proposed activities associated with the development, which require CAMA Major permitting include. the
installation of one 120 by eight feet long floating platform, which will create two side to slips, and the
removal of two slips including finger piers and pilings. The platform will be similar to other floating
platforms installed throughout the Seafood Park..
The floating platform and pilings will be installed by barge. No wetlands will be crossed or impacted
during construction of the marina expansion. All materials and equipment will be stored on site and
within the harbor.
Stormwater Management
Storrnwater at the `'Wanchese Seafood Industrial Park is handled via a network of engineered swales and
infiltration ponds. The proposed work is entirely within the Public Trust and does not involve any'
impervious development.
Water and Sever
Potable water is provided by the Wanchese Seafood Industrial Park water distribution system. Sewer is
handled on site via a conventional septic tank and drain field.

DCM MP-1
APPLICATION for
Major Development Permit
(last revised 12127106)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Project Name (it applicable)
N.C. Seafood Industrial Park Authority-Wanchese
Lot 18,19 and 19A Bluewater Yachts
08X Sales Office
(Bluewater)
Applicant 1: First Name
MI
Last Name
Bob
Peele; Director
Applicant 2: First Name
MI
Last Name
It additional applicants, please attach an additional page(s) with names fisted.
Mailing Address
PO Box
City
State
549
Wanchese
NC
ZIP
Country
Phone No,
FAX No.
27981
USA
252 -473
- 5867 ext.
252 - 473 - 6139
Street Address (if different from above)
City
State
ZIP
615 Harbor Road
Wanchese
NC
27981-
Email
[e-mail]
2. Agent/Contractor Information
Business Name
Agent/ Contractor 1; First Name
MI
last Name
Agent/ Contractor 2; First Name
MI
Last Name
Mailing Address
PO Box
City
State
ZIP
Phone No. 1
ext.
Phone No. 2
- ext.
FAX No.
Contractor ti
Street Address (if different from above)
City
State
ZIP
Email
<Form continues on back>
252-806-78G8 .. 1-8B8-4kC-QAS't ww�rf,r�cor,astatn�;,rrnager�r>6tk,rti[�f

Form DCM MP-1 (Page 3 of 5)
APPLICATION. for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
Dare
898 Harbor Road
1 140
Subdivision Name
City
State
Zip
Wanchese Seafood Industrial Park
Wanchese
NC
27981 -
Phone No.
Lot No.(s) (if many, attach additional page with list)
252 - 473 - 5867 ext.
18, 19, 19a, ,
a. In which NC river basin is the project located?
In. Name of body of water nearest to proposed project
Pasquotank
Wanchese Harbor (Mill Creek)
a is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
®Natufal ®Manmade ❑Unknown
Pamlico Sound
e. fs proposed work within city limits or planning jurisdiction?
1. If applicable, list the planning jurisdiction or city limit the proposed
❑Yes ®No
work falls within.
Wanchese Industrial Seafood Park (NC SIPA)
4.
Site Description
a.
Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
Lot 18 128.5 feet; Lot 19A 100 feet; Lot 19 10 feet
Seafood Park 54 acres (2,352,223 sf) / Lots 18, 19 and
(Total 238.5 feet)
19a 1.96 acres (85,381 sf)
c.
Size of individual iot(s)
d. Approximale elevation of tract above NHW (normal high water) or
(19)25,078 sf, (19a)28,387 sf, (18)32,289 sf,
NWL (normal water love))
(If many lot sizes, please attach additional page with a list)
7' ❑NHW or ®NW L
e.
Vegetation on tract
Uplands on site are mostly gravel and concrete with some areas of maintained grasses. Very little vegetation on site.
f.
Man-made features and uses now on tract
Boat hual out, safes and maintenance facility.
g.
Identify and describe the existing land uses adjacent to the proposed project site.
Commercial marina and boat building operations and US Coast Guard facility.
h.
How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
Wanchese Seafood Industrial Park Zone
(Attach zoning compliance certificate, if applicable)
®Yes ❑No ❑NA
j,
Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No
k.
Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ®Yes ❑No ❑NA
it yes, by whom? East Carolina University -copy
available upon request from
NCSI PA-Wanchese
I.
Is the proposed project located in a National Registered Historic district or does it involve a ❑Yes ®No ❑NA
National Register fisted or eligible property?
2q2-808-2808 .. 1-831a-4YC GASH' .. a7ltirvvu.ncc'x s4 lrn rkagerxFE=.n#.r�e4

Form DCM MP-1 (Page 4 of 5)
APPLICATION for
Major Development Permit
<Form continues on next pages
m. (i) Are there wetlands on the site? ❑Yes ®No
(ii) Are there coastal wetlands on the site? ❑Yes ®No
(iii) if yes to either (i) or (ii) above, has a delineation been conducted? (]Yes ❑No
(Attach documentation, it available)
n. Describe existing wastewater treatment facilities.
Wastewater is treated in approved on -site wastewater treatment systems consisting of septic tanks and drain fields.
o. Describe existing drinking water supply source.
Drinking water is provided by the Wanchese Seafood Park Water Distribution System.
p. Describe existing storm water management or treatment systems.
The Wanchese Seafood Industrial Park utilizes an existing and permitted stormwater treatment system that combines an
engineered system of swales and infiltration basins.
5. Activities and Impacts
a.
Will the project be for commercial, public, or private use? ®Commercial ❑Public/Government
❑Private/Community
b
Give a brief description of purpose, use, and daily operations of the project when complete.
The proposed floating pier will provide a staging area for boat haul out associated with Bluewater Yachts Outer Banks Sales.
c.
Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
A floating bargelplatform with a small crane will hold pilings in place while they are hydraulically installed. The same
barge/platform and crane will be used to install the floating dock sections. All materials will be stored on site and the barge
will dock in the harbor as necessary.
d.
List all development activities you propose.
Installation of 125 feet by 8 feet floating platform for staging of boats waiting for haul out. Abandon two existing slips,
including finger pier and pilings.
e.
Are the proposed activities maintenance of an existing project, new work, or both? both
f.
What is the approximate total disturbed land area resulting from the proposed project? NA ❑Sq.Ft or ❑Acres
g.
Will the proposed project encroach on any public easement, public accessway or other area ❑Yes ®No ❑NA
that the public has established use of?
h.
Describe location and type of existing and proposed discharges to waters of the state.
The Wanchese Seafood Industrial Park manages stormwater through a system of permitted and approved swales and
stormwater infiltration basins. The proposed work does not include any upland development or impervious structures.
i.
Will wastewater or stormwater be discharged into a wetland? ❑Yes ®No ❑NA
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes ❑No ®NA
j.
Is there any mitigation proposed? ❑Yes ❑No ®NA
If yes, attach a mitigation proposal.
252-808-2008 1-aa8-4R4,0AS-f- .. vourw.nc.csaa,staIinaaageine.nI,nat.

Form DCM MP-1 (Page 5 of 5)
APPLICATION for
<Form continues on back>
Major Development Permit
6. Additional Information
In addition to this completed application form, (MP-1) the following items below, it applicable, must be submitted in order for the application
package to be complete. Items (a) -- (f) are always applicable to any major development application. Please consult the application
instruction booklet on how to property prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross -sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENA.
I, 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,
Name Etheridge Family Properties, LLC Phone No.
Address PO Box 69 Wanchese NC 27981
Name Willie Daniels Phone No.
Address 3652 Mill Creek Landing Wanchese NC 27981
Name Phone No.
Address
g, A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
See Attached List
h. Signed consultant or agent authorization form, if applicable.
i, Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k, A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1.10). if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
1 7. Certification and Permission to Enter on Land i
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 the conditions and restrictions contained in the permit.
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 follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date 06/17/09 Print Name BOB PEELS
Signature
Please indicate application attachments pertaining to your proposed project.
❑DCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culverts
❑DCM MP-3 Upland Development
®DCM MP-4 Structures Information

f
PREVIOUS PERMITS
D & F 2-77
LAMA 139-80 ISSUED 1219180 TO NCSIPA
CAMA 175-84 ISSUED 8/24184 TO EASTERN FUELS, INC.
CAMA 12o-so ISSUED 211518s TO NCSIPA
CAMA 63-88 ISSUED 415188 TO NCSIPA
CAMA 124-94 ISSUED 10/14/94 TO NCSIPA (MODIFIED 2121/96)
CAMA 50-98 ISSUED 4115/98 TO NCSIPA
CAMA 91-98 ISSUED 10/20/98 TO NCSIPA
CAMA 23-99 ISSUED 2/22/99 TO NCSIPA
CAMA 64-99 ISSUED 7/11/99 TO NCSIPA
CAMA too-99 ISSUED 10/19/99 TO NCSIPA
CAMA 147-00 ISSUED 91261oo TO NCSIPA (RENEWED 2/17/04)
CAMA 68-oi ISSUED 6/13/o1 TO NCSIPA
CAMA 90-02 ISSUED 816IO2 TO NCSIPA (MODIFIED 4/21/03)
CAMA 29-03 ISSUED 2/24/03 TO NCSIPA
CAMA 140-03 ISSUED 10/20/03 TO BAILEY MARINA C/O NCSIPA
CAMA 119-o5 ISSUED 7/181o5 TO NCSIPA
CAMA MINOR 98-043 ISSUED 6/19/98 TO NCSIPA
CAMA MINOR 2oo3-8 ISSUED 1/30/03 TO BROAD CREEK MARINA
SAWC077-N-028-003-0010 ISSUED 7112177 TO NCSIPA
SAWCOsi-N-o28-000029 ISSUED 3/16181 TO NCSIPA
NPDES NCoo57738 ISSUED 1/24/84 TO ST. ELMO'S CRAB CO.
NPDES NCO059676 ISSUED 11/23/84 TO EASTERN FUELS, INC.
NPDES NCO041386 RENEWED 2181s8 TO N.C. DEPARTMENT OF COMMERCE
NPDES NCO041386 RENEWED 211/94 TO N.C. DEPARTMENT OF COMMERCE
NPDES NCO041386 RENEWED io1i198 TO N.C. DEPARTMENT OF COMMERCE

Form DCM MP-4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete aft other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
I. DOCKING FACILITYIUAR►NA CHARACTERISTICS
a. (1) Is the docking facitityhnarina:
®Commercial ❑PubfidQovemment ❑Private/Community
C. (i) Dock(s) and/or plar(s)
(0) Number
(Fa) Mgt
(iv) Width
(v) Floating ❑Yes ❑No
e. (1) Are Platforms included? ®Yes ❑No
If yes:
(ii) Number i
(Iii) Length 120 fee
(Iv) Width s test
(v) Floating ®Yes []No
Hare: Roofed areas ere cakulated from drlpfine dNnertsWw.
g. (1) Number of slips proposed
pi) Number of slips existing
8 §Ergs existing. Two slips to be abandoned to allow for the
inoallation of the staging platform. At build out there
will be 6 fixed slips and 2 transient slice.
I. Check the proposed type of string:
❑ Land curt and access channel
❑fin water; dredging for basin and/or channel
®Dpen water, no dredging required
❑Other, please describe:
k_ Typical boat length: 7Q
m, (i) Will the facility have tie pilings?
[]Yes ®No
(ii) If yes number of tie pilings?
❑This section not apptrcabte
b. p) Will the facility be open to the general public?
[]Yes ®No
d. (i) Are Finger piers indudad? ❑Yes ®No
If yes:
01) Dumber
(lily Length
(iv) Width
(v) Floating []Yes ®No
t. (i) Are Boatptts Included? []Yes ®No
If yes:
(ii) Number
oil) Length
(lv) Width
h. Check all the types of services to be provided.
❑ Full service, including travel lift and/or rail, repair or
maintenance service
❑ Dockage, fuel, and marine supplies
❑ Dockage ('Wet slips') only, number of slips:
❑ Dry storage; number of boats'.
❑ Boat ramp(s); number of boat ramps:
® Other, please describe:
Boat haul out and maintenance facility.
). Describe the typical boats to be served (e.g., open runabout,
darter boats, sail boats. mixed types).
Inshore and Oft- hore s iggishino ymWaAt?a,gghts.
1. @ Will the fall be open to the general public?
©Yes NNo

2. DOCKING FACILITY/MARINA OPERATIONS This section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project.
® Office Toilets
❑ Toilets for patrons; Number: ; Location:
❑ Showers
❑ Boatholding tank pumpout; Give type and location:
b. Describe treatment type and disposal location for all sanitary wastewater.
All sanitary wastewater is disposed of using existing and permitted on -site septic tanks and drain fields.
c. Describe the disposal of solid waste, fish offal and trash,
All solid waste, fish offal and trash is disposed of using the Seafood Industrial Park trash cans and dumpsters, The Seafood
Park disposes of all solid waste according to applicable regulations.
d. How will overboard discharge of sewage Irom boats be controlled?
Existing sewage pump -out facilities will be made available to all patrons. The existing sewage pump -out system is pump and
haul. There is no overboard sewage dumping from vessels allowed.
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
NIA
(ii) Give the location and number of "pumpout Available" signs proposed.
NIA
I. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroieum products.
N/A
g. Where will residue from vessel maintenance be disposed of?
Vessel maintenance will be conducted in existing structures on site.
h. Give the number of channel markers and "No Wake" signs proposed. N/A -Existing harbor
i. Give the location of fuel -handling facilities, and describe the safety measures planned to protect area water quality.
NIA
j. what will be the marina policy on ovemight and live -aboard dockage?
No live -aboard or ovemight dockage is allowed.
k. . Describe design measures that promote boat basin flushing?
Existing man made commercial basin.
I. If this project is an expansion of an existing marina, what types of services are currently provided?
Expansion of an existing marina and specifically a yacht and boat building operation.

Form DCM MP-4 (Structures, Page 3 of 4)
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
[]Yes ®No
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
❑Yes ®No
o. Is the marina/docking facility proposed within or adjacent to coastal wetlandstmarsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
❑CW ❑SAV ❑SB
❑WL ®None
p. is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ❑Yes ®No
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
NA
3. BOATHOUSE (including covered lifts) ® This section not applicable
a. (i) Is the boathouse structure(s):
❑Commercial ❑PubliclGovemment ❑PrivatefCommunity
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
4. GROIN (e.g., wood, sheetpile, etc. tf a rock groin, use MP-2, Excavation and Fill.) ®This section not applicable
a. (i) Number
(ii) Length
(iii) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.) ®This section not applicable
a. Length b. Average distance from NHW, NWL, or wetlands
c. Maximum distance beyond NHW, NWL or wetlands
6. MOORING PILINGS and BUOYS ® This section not applicable
a. Is the structure(s): b. Number
❑Commercial ❑PubliclGovemment ❑Private/Community
c. Distance to be placed beyond shoreline d. Description of buoy (color, inscription, size, anchor, etc.)
Note: This should be measured from marsh edge, if present.
e. Arc of the swing
7. GENERAL
252-8ta8-2803 :: 1-888•4ctCOAS :: v>vuvv.rs c�as tPv�art c� .�n�r�t.n�4 rc�viswc�: 12/27106,

R
a. Proximity of structure(s) to adjacent riparian property lines b. Proximity of structures) to adjacent docking lacililies.
There are no established adjacent riparian property lines in 140' '
the Wanchese Seafood Park Harbor,
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
483'
e. (i) Will navigational aids be required as a result of the pro)ecO
❑Yes ®No ❑NA
(ii) If yes, explain what type and how they will be implemented.
d. Water depth at walerward end of structure at NLW or NWL
{/- 14'
8. OTHER ®This section not applicable
a. Give complete description:
-a3-a
Date
Project Name' If
p II . l
Applicant Signature

Page I of 1
Warren Eadus
From: Peele, Robert J [e-mail]]
Sent: Thursday, June 18, 2009 4:14 PM
To: Warren Eadus
Subject: RE: Bluewater
Warren,
In 2006 Dare County zoned Wanchese. As part of this effort, a separate zone was created called "Wanchese
Seafood Industrial Park." This project is consistent with the zoning language adopted by Dare County at that
time.
Bob Peele
Director
Wanchese Seafood Industrial Park
From: Warren Eadus [[e-mail]]
Sent: Wednesday, June 17, 2009 3:32 PM
To: Peele, Robert J
Subject: Biuewater
Can we get a two sentence statentent froth you that this project is consistent with applicable zoning? David Moye is
requiring this with the permit application. Maybe one sentence stating; that you all have your own zoning and on May 1 or
whenever the date was the board approved the proposed development. Thanks.
Warren D. Eadus. L.G.
Quihle K Associates, P.C.
PO Drawer 870
Kitty Hawk, NC 27949
252.261,3300
�s
ENVN1EP,aiG ' CONSULTING ' ?L4t04lNC--
ENYMOrNENTAL SCIENCES ' SUIRVEYING
LEGAL DISCLAIMER
The information transmitted is intended solely for the individual or entity to which it is addressed and may contain confidential and/or privileged rnatesial..Any review,
retransmission. dissernmation or other use of or taking action in reliance upon this information by persons or entities other than she intended recipient is prohibited. if
you have received this email in error please contact the sender and delete (lie material front any computer.
Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties.
6/23/2009

RE Er L-Ij
3849 Wanchese Seafood Industrial Park OCT 1 c 2QG7 10/8/2007
Basin #1 Stormwater Calculations
Commercial Lot #28 Lot Area; 16,341 s.j: or®WQMA1` ;� ac.
J
I»rperviotts CoserQ a Deseriptaott ' §,
urea a =
i Are7a>
Factor "
Arl . In,per,.
Adl imper.-
!I'T1) .�
rL{
�(�Ic}'
,Q. § S2D '..
t© ,�<a.
.:. ➢ i
Area (I;T,�) g�
Ar"ca(Ac:j
Existing Building
5,135
0.12
1.00
5,135
0.12
Existing Concrete Sidewalk
740
0.02
1.00
740
0.02
Existing Unimproved Parking& Drives
1 6,475
1 0.15
1 0.65
4,209
0.10
Total
Existing % Impervious
Commercial Lot #28A
12,350 0.28
Lot Area: 13,649 s. f, or
10,084 0.23
61.71 %
0.31 ac.
Impervious CbvcrageDescrtptrom a }{
€{il Areal
Area`s '-Fa
'21
: Adj: Inper.` '
Adj 1mperr.
d
FAea(
T.)r�
Ac-
P©
Q
Existing Budding
7,906
0.18
1.00
7,906
0.18
Existing Stora e Container
350
0.01
1.00
350
0.01
Existing Concrete Pad
1 1,295
0.03
1.00
1 1,295
1 0.03
Existing Unimproved Parking & Drives
1 1,572
L 0.04
0.65
1 7,022
1 0.02
Total
Existing % Impervious
Access Easement #4
11,123 0.20
Lot Area: 8,281 s. f. or
10,573 0.24
77.46%
0.19 ac,
IrnpervlortstCoverage:Descnptton ,�»
E ii
��.a;Areat �'gArea'��a
'flS.�i1{� °'S
��h
Factor6
Adj:�lmper
AdlsIntper?_
.' s
c' L B i•'i 5 �� ed i 3 }� '§ i
'I[
j
�.�(f[c.)
fipt
y.
t .
tr} ass
�N _4 _©..sAreaArea,(Ac.),x
Existing Gravel Access Roadway
2,025
0.05
0.70
1,418
0.03
Total
Existing % Impervious
Commercial Lot #29A
2,025 0.05
Lot Area: 32,029 s. f. or
1,418 0,03
17.12%
0. 74 ac.
E ' s "Itn ervtorts Covera a Descrt tton �
Area
Area3� t+':Factory
, E
'g
�Adj. �pr)idf+Imper
FTzt
6Ac-pp
F 7
)',Area
3 .
ea (Ac:)�
Existing Budding
4,201
0.10
1.00
4,201
0.10
Existin Concrete Structure
1,332
0.03
1.00
1,332
0.03
Misting Unimproved Parking & Drives
1 20,348
1 0.47
1 0.65
1 13,226
1 0.30
Total
Existing % Impervious
Commercial Lot #29/#30
25,861 0.5y
Lot Area: 96,109 s. f. or
18, 759 0.43
58.57%
2.21 ac.
b , Irrt nervtotcs Cati erage Description , j is
'' t l% x @ S u ! ff�
�{ s„a `iu�- . , a .� ,, e .�
Y a?a-E h'i'9; is .- ,•^SY .,} S /..,-i ie ... �. 4 F-s i`' k.f
a '
1
....11 r, �).,. m
Areas
- fAc.(1?.'T;��
1-facta',
"f 4j: Impe`r. 4
�
:{�44 �Irnper`�
.A-rea /...r
Existing Buildings
13,710
0.31
1.00
13,710
0,31
Existing Unimproved Parking & Drives
2,768
0.06
0.65
1,799
0.04
Existing Paved Parking & Drives
20,279
0.47
1.00
20,279
0.47
Misting Gravel Parking & Drives
3,118
0.07
0.70
1 2,183
1 0.05
Totat
Misting % Impervious
39.875 \\1�Iltk�i'�! 1 /177/
0'
�e
03 1�
:f7,971 0.87
39.51 %

3849 Wanchese Seafood Industrial Park 10/8/2007
Basin #1 Stormwater Calculations
Commercial Lot Impervious Coverage Calculations
Impervious surface coverage has been calculated from data collected from Aerial Photography in
combination with data collected from on -site field visits
Commercial Lot #1 Lot Area: 32,250 s.f. or 0.74 ac.
Impervious Coverage'Descrtptton
,Area 's
�� AArea
°� p�acior, ��'
Adjdlmper:,+ J
Adj
t
_,Impei
l '
:' ()���
Area (FT a j
r`e
Existing Building
1,587
0.04
1.00
1,587
0.04
Existing Paved Parking & Drives
3,574
0.08
1.00
3,574
0.08
Existing Concrete Sidewalk
3,567
1 0.08
I 1.00 A
3,567
0.08
Total
Existing % Impervious
Commercial Lot #2
8,728 0.20
Lot Area: 16,649 s. f. or
8,728 0,20
27.06%
0.38 ac.
r�Itnpe``rvious.Coverage Descriptton-%
Areas"-
h }
' ��;Ared a �
•b
��!Factor �
� Adj"Impei:` 'Adj"iLnper
o.-
z �,�
F
''
-= ;.� •
, - a,e�. z�
Area ` Ac. `
4
Existing Building
Z512
0.06
).00
2,512
1 0.06
Total
Proposed % Impervious
Commercial Lot #2A
2,512 0.06
Lot Area: 9,135 s. f. or
2,512 0.06
15.09%
0.21 ac.
hnpervtous Col erage Descrtptton ::
-9
Area t'
` ' :9rea'
Factor§;;
7,%} t
Adj.`In2per:
Adj"Imper`
.mot xx w4 N ,i S d�
��.,
$ �� A
T, 1
. ,,...
...
(FT }. i
(4c:)
AMd. .(Ac:)¢,
Existing Building
2,781
0.06
1.00
2,781
0.06
Existing Gravel Parking & Drives
2,505
0.06
0.70
1,754
0.04
Total 5,286 0.12
Existing % Impervious
The impervious surface coverage calculations for lot 24 only encompass
approximately on -half of the total lot area
Commercial Lot #27 Lot Area: 27,682 s. f. or
4,534 0.10
49.64%
0.64 ac.
:4 Impervious. Coverage Descrrplton r
Area +dArea`
gs,F;i;s{FKvT-4C="l)
Acxt:)_&,!.
` Factor
�ia "`a.a-'6`"
"Adj:'Pl�nper
�.t;'SI ^42,•€ i
ftdj EFlrnper
�qi '. "i(ScF .;
q.fi € ,.�+
�a,
t�
f3ii�Y'
Aa
�tE . x .��i E..n. �� R. ei z_�.�
.:#
).a
il
Existing Building
7,465
0.17
1.00
7,465
0.17
ExWin , Unimproved Parkin & Drives
8117
0.19
0.65
5,276
0.12
EEV sting Paved Parking & Drives
1 1,392
1 0.03
1 1.00
1,392
1 0.03
Existing Concrete pad
1 2,041
L 0.05
1 1.00
1 Z041
1 0.05
Total 19,015 0.44 16,174 0.37
Existing % Impervious 58.43%

3849 Wanchese Seafood Industrial Park
Basin #1 Stormwater Calculations
10/8/2007
Right -of -Way Area: 37,840 s.f. or 0.87 ac.
Imper► sous Coverage Description , k
Area
Area
�R' s, (Ac
,1 actor
Adj Imper.
f3...a 4 . �
Area . (F7:.�, �.+,�
Adj: It er.F
Area (1 c.)
Existing Paved Driveway Aprons
1,793
0.04
1.00
1,793
0.04
Existing Unimproved Driveway A roes
967
0.02
0.65
629
0.01
Existing Gravel Driveway Aprons
306
0.01
0.70
214
0.00
Proposed Paved Drivewa Aprons
643
0.01
1.00
643
0.01
Existing Paved Roadway
13,903
0.32
1.00
13,903
0.32
Proposed Paved Roadway A ddition
3,681
0.08
1.00
3,681
0.08
Iotat 21,293 0.49
ExistinglProposed % Impervious
�Description,'.�;,. ; �°s " Area(sf)", (-.,Area(ac)..'`'
Right-of-way area: 37,840 0.87
Existing/Proposed Impervious Coverage 20,863 0.48
in Right -of -Way
Adjusted Impervious Lot Coverage: 110,752 2.54
Total Impervious Coverage:
131,615 3.02
Total Drainage Area:
289,965 6.66
% Impervious Coverage
45.39%n
Total Drainage Area (ft 2) (DA)
Calculated Adjusted Impervious Coverage
Percent Impervious (I)
Rv = .05+ .009(I)
Required Storage Volume (ft3) (PV) = (1.5") (1 "112")xR ,,xDA
Total Length of 24" deep grassed infiltration swale
1525
lf.
Average Flow Area of infiltration swale
12
ft z
Provided volume of infiltration Swale
18,300
ft s
Provided infiltration basin area (top of basin)
8450
ft 2
Provided infiltration basin area (bottom of basin)
2971
ft'
Average infiltration basin area
5710.5
ft 2
Average depth of infiltration basin
2
ft
Calculated volume of Infiltration basin
11,421
ft s
Total calculated storage volume provided
29,721 ft
Equivalent calculated rainfall event
2.68
in.
Drawdown Time= Total VolumelBottom Surface Areallnfiltralion Rate
f;kpViDUk) �rOtZA&ta: ..VOwhAE . 2°),4i0
NTz[GW7OZI1093 SW flgrWiT
20, `'63 0.08
55.13%a
289,965 6.66
131,615 3.02
45.39
0.46
16,619 ft a
a"�� 2.74�q(Permit}A
1.23 hrs

3849 Wanchese Seafood Industrial Park Basin #2 Stormwater Calculations 10/812007
Commercial Lot #2A Lot Area: 9,135 s. f. or 0.21 ac.
£ Impervnorts Corerae. Descrtpinon
Area,._
Area
I' actor'. ,
Atl hner
J p„
Ad Inn er.
I R
S
(!/ci.€e'E
i!
ro..Ou.sF-tr,
71 y
»ArLa3(FT-' ,,a�,
cflrea'(Ac.),
Existiq Building
2,781
0.06
1.00
2,781
0.06
Existing Gravel Parking & Drives
2,505
0.06
0.70
1,754
0.04
Total 5,286 0.12
Existing % Impervious
The impervious surface coverage calculations for lot 2A only encompass
approximately ora-half of the total lot area
Commercial Lot #3 Lot Area: 19,890 s.f. or
4,534 0.10
49.64%
0.46 ac.
_Lnpervrous,�Coverage_Description ''
'Area " � '
Area �
� F'Faclor #
,AdJ �Irnper't
A4 >Imp'era
i}
:,
'% S,}�.
_ - €rR ..:2
©
�'area�(FT .�
Aiew(Acj
Existing Building
4,280
0.10
1.00
4,280
0.10
Existing Gravel Parking & Drives
2,717
0.06
0.70
1,902
0.04
Existing Concrete Sidewalk
244
0.01
1 1.00
1 244 1
0,01
Total
Existing % Impervious
Open Space
7,241 0.17
Lot Area: 7,972 s. f. or
6,426 0.15
32.31 %
0.18 ac.
Impervious D scrrplton �` a 3
Area; �
a Nil
�iArea
�iiFactor Aa
"Ad1 Imper ;a
At!j Imper.-
,Covergg'
r>r
L i`�5,
_ �,. i
t
�8ib
��
>>
•:"i jta'gy-4�`?si9
1lF,T�,)��[�.,
�Areai(FT��}
urea 6A .
No Impervious Coverage
0
1 0.00
1.00�
0
0.00
Total
Proposed % Impervious
Commercial Lot #4
0 0.00
Lot Area: 29,660 s. f. or
0 0.00
0, 00%
0.68 a c.
*lrnipervtaus;Coverage='Descrrptton " V�,
:A: Areau�Area'"
=
I actor"�q'ilc�
t1
3�
4
�Irtxper
,.�Z� P
reaF(E7-..
AdJ 6lnrper.`
jl1P3.-{TE,°Scsl
rea,(�tc:J
Existing Building
2,444
0.06
1.00
Z444
0.06
aisling Paved Parking & Drives
1,760
0.04
1.00
1,760
0.04
Existing Gravel Parkia & Drives
3,196
1 0.07
1 0.65
1 2,077
0.05
Existing Paved Access Roadway
2,620
0.06
1.00
2,620
0.06
Total
Proposed % Impervious
Commercial Lot #4a
10,020 0,23
Lot Area: 41, 700 s. f. or
8, 901 0.20
30.01 %
0.96 ac.
i glrnpe'rvtotts C"overage I)escrtpiion, ; z "
-1 sa3a E E i,Fr4
Area r
.y3i ,d",5•u
iArea , s
Y [j�
: ' iiaoi 1�,
g¢��;4y?�¢�``
'qB,
E "Ad Flat er g$
' J pt
z 4e P
9d Ilii er:!
J A
(F'T::�.:'
Ktc�i4iq_�
luT< 4t
( )
dyci`'-,
Area t
(Ac.}, c
a$:�:�, �,©�%� ,,
.rArea ,
(Ac }
Existing Building
3,051
0.07
1.00
3,051
0.07
Existing Paved Parking & Drives
21 901
0.07
1.00
21901
0.07
Existing Concrete Sidewalk
827
1 0.02
1 1.00
1 827
0.02
Total 6,779 0.16 6,779 0.16
Existing % Impervious 16.26%

3849 Wanchese Seafood Industrial Park Basin ##2 Stormwater Calculations
Access Easement #1 Lot Area: 10,442 s.f. or
101812007
0.24 ac.
Im ervrores Cati era a Uescri trorr� 4
Area i
yArea
Factors;Adj
Imper
fl dj hnper::
�,p
,.�
)% "(Ac.}'.
Arca.(FI
, t
j�t;�(F1
Existing Paved Access Roadway
1141
0.05
1.00F
2,141
0.05
Total
Proposed % Impervious
Commercial Lot #5
2,141 0.05
Lot Area: 30,083 s. f. or
2,141 0. 05
20.50%
0.69 ac.
Irnp ervrorrs Covers ga Descrtp,ttnn'
i
Factor
i"
4dj Leper
r
Adj lmper
r r
d.�.,(.
FTC
(ric:)a9rea`(I)
r},<
2 �4
T.
91r_ea,(t1c. }?
Existing Building
228
0.01
1.00
228
0.01
Existing Unimproved Parking & Drives
752
0.02
0.65
489
0.01
Total 980 0.02 717 0.02
Existing % Impervious 2.38%
*This lot contains an existing water supply well, there are no proposed impervious surfaces withing the 100' well radius
Commercial Lot #6 Lot Area: 131,263 s. f. or 3.01 ac.
ti' Impervrarrs Coverage`'Descrrlrttnn i
g t Area ;
AreaE h
,> l Factor;gir�
�kAdj !114p r
Ar13 +Imper.
u
}., 3
';It S(AC)4.6 &
f4Y `O i¢
"� tr2 4�
P..--�x9 .,.> .:.x........&F-: .n: ..+.sa.S ,�: ..E. .': E...4.i Vet %j€§{.S N•
-i� 1Fi.��W
Y
_. ,
Existing Buildings
6,735
0.15
1.00
6,735
0.15
Existing Gravel Parkin & Drives
3,892
0.09
0.65
2,530
0.06
Existing Concrete Structures
618
0.01
1.00
618
0.01
Total 11,245 0.26 9,883 0.23
Existing % Impervious 7.53%
*This lot contains an existing w.w.t.p., the remainding structures, not indicated in the calculations, are self -containing
structures in which it is anticipated that no storm water runo(�'l'will result.
Commercial Lot #24 Lot Area: 33, 000 s.f. or 0.76 ac.
Inn ervtouciCovera egllescri Iran } ` ;
p
rlred
Area �i
t
��
` • Faclor� " ``
ram€
s"$Adj'� th*.r ,
; .. d
A'dj Inn er'
i.
�..,"�
{AcF"
A i FT `,
Area .
(Ac•iE
}�©
gig, , �.
3 re �)�
Existing Building
7,886
0.18
1.00
7,886
0.18
Existing Unimproved Parking & Drives
14,962
0.34
0.65
9,725
0.22
Total
Existing %Impervious
Commercial Lot #25
22,848 0.52
Lot Area: 32,400 s. f. or
17,611 0.40
53.37%
0.74 ac.
' ImperviousCoverage;Descrtp"tton t �,
Area
Area. f ��
# "!Factor''
d
�''4dLn er �,
e js p�
Ad {�Im er;
qg j i p
',�©�4=
6t�. j
fr.F. Z
Area"(FTt
1 i 1 •S
Existing Unimproved Parking & Drives
8,507
0.20
0.65
.5,530
0.13
Existing Concrete Pad
1,405
0.03
1.00
7,405
0.03
Existing Gravel Parking & Drives
1 5,042
1 0.12
1 0.70
1 3,529
1 0.08
Total 8,507 0.20 10,464 0.13
Existing %Impervious 32.30%

3849 Wanchese Seafood Industrial Park Basin #2 Stormwater Calculations
Commercial Lot #26B Lot Area: 13,794 s. f: or
10/8/2007
0.32 ac.
wx,Irnperveor�s Coverage Descrtpl�on 9
Areas r
i 's� �rea}4,g
° I actor"�' E ;
4dI ;Imper
Adj Lnper.
FxeA
i.
454t` S a4
Tv00i
Area(IiT j
°Arco°,(Ac.),
Existing Building
5,175
0.12
1.00
5,175
0.12
F-risting Gravel Parkilt . & Drives
830
0.02
0.70
581
0.01
Existing Paved Parking & Drives
2,531
1 0.06
1 1.00
1 2,531
0.06
Total
Proposed % Impervious
Commercial Lot #26A
8,536 0.20
Lot Area: 13,813 s, f, or
8,287 0.19
60.08%
0.32 ac.
�. Impervious Coti erage,Descr ptton = � E ��
Area a;
Area
��' °pactor'E' ;
Adj "hnper r,
Ad- Im er .
4 't 3. �E4
i5
S.� �.;
1 Z =
ts�:1 .g
(I?f ), i
ftrea;(AC.,
No Impervious Coverage
0
0.00
1.00
0
0.00
Total 0 0.00 0 0.00
Proposed % Impervious 0.00%
Right -of -Way Area: 37,966 s. f. or 0.87 ac.
5 Irnp'ervious;Coverage°Description4{`Factor
�
Ad1 Irnper
, }
I" p
Ad hn er.
A�vsi"
r
,
Area,.(FT�,1).
Area,(Ac.) a
Existing Unimproved Driveway Aprons
989
0.02
0.65
643
0.01
Existing Gravel Driveway Aprons
2,535
0.06
0.70
1,775
0.04
Proposed Paved Driveway Aprons
818
0.02
1.00
818
0.02
Existing Paved Roadway
14,664
0.34
1.00
14,664
0.34
Proposed Paved Roadway Addition
3,806
0.09
1.00
1 3,806
0.09
Total 22,812 0.52 21,705 0.07
Existing/Proposed % Impervious 57.17%

3849 Wanchese Seafood Industrial Park Basin #2 Stormwater Calculations
10/8/2007
' -Description„ �,
,-.Aria s :�?
(jj
4rea ac ,
( )
Right-of-way area:
37,966
0.87
ExistinglProposed Impervious Coverage
21,705
0.50
in Right -of -Way
Adjusted Impervious Lot Coverage:
75,743
1.74
Total Impervious Coverage:
97,449
2.24
Total Drainage Area:
411,118
9.44
% Impervious Coverage
23.70%
Total Drainage Area (ft 2 ) (DA)
Calculated Adjusted Impervious Coverage
Percent Impervious(I)
Rv = .05+ .009(I)
Required Storage Volume (ft3) (PV) _ (1.5") (1 "ll2")xR ,,xDA
Total Length of 24" deep grassed infiltration swale
1075
lf.
Average Flow Area of infiltration swale
12
ft 2
Provided volume of infiltration swale
12,900
ft 3
Total Length of 18" deep grassed infiltration Swale
793
I.f.
Average Flow Area of infiltration swale
20
ft 2
Provided volume of infiltration Swale
15,860
ft 3
Provided infiltration basin area (top of basin)
4084
ft 2
Provided infiltration basin area (bottom of basin)
1491
ft 2
Average infiltration basin area
2788
ft 2
Average depth of infiltration basin
2
ft
Calculated volume of Infiltration basin
5,575
t 3
Total calculated storage volume provided
134,335
ft 3
Equivalent calculated rainfall event
3.81
in.
Drawdown Time= Total VolumelBottom Surface Areallnfillration Rate
411,118 9.44
77,449 2.24
23.70 %
0.26
13,532 ft 3
"3:SS(Permit)',
I.86 hrs
�RoN 3torzAA \/OW14 E
F'2 sw 7b zt roc),!)w Munw o 37 317 Fr.3

3849 Wanchese Seafood Industrial Park Basin #3 Stormwater Calculations 1018/2007
Access Easement #2 Lot Area: 24,173 s.f. or 0,55 ac.
Imperi,ious Coverage Paveriptton
Area €,
Area
Factor
Ado Intper
Adl Itnper:
¢ - .•n /
•a- (II ,.)u
•��;:
a. {.4c.) A-` a
E4i. t.d© uf:;ir, .Lu
.. 2
flreak�(,[� l,' �?,
.� .
'�i reaf�A%.j:,
Existing Building
1,600
0.04
1.00
1,600
0.04
Existing Gravel Parking & Drives
5,078
0.12
0.65
3,301
0,08
Total
Existing/Proposed % Impervious
Commercial Lots #7-10
6,678 0.15
Lot Area: 221,621 s. f. or
4,901 0.11
20.27%
5.09 ac.
° ', . mpervtous,Coverage•Descrtptron ° F
"Area
¢
- `Areas
� � Factor,
b
- b 5•
n
©_ °�; :�.:_:Area�(FT�,)�.y
2
Y ii
;4reii'{Ae.)
Existing Buildings
40,830
0.94
1.00
40830
0.94
Existing Gravel Parking & Drives
19,492
0.45
0.65
12,670
0.29
Existing Paved Parking & Drives
32,687
0.75
1,00
32,687
0.75
Total
ExistinglProposed % Impervious
Commercial Lot #11
93,009 2.14
Lot Area: 16,144 s. f. or
86,187 1.98
38.89%
0.37 ac•.
Impervious CoverageDescription Eo- y
Area ' d,
� Mrea
� , p actor
Adj..-+Intper, j
Adj�lmper.
-
44 '�s`�©3?$'n§itg'cP'
��
�
s}�• 's.•J
�C •°
s.,, -,
i�}� {J Tl),.8}h
s,,(��.a{-:�4
H
F
?rea�a�l
9rea. Ao:
Existing Building
3,031
0,07
IM
3,031
0.07
Existing Gravel Parking & Drives
3,000
0.07
0.65
1,950
0.04
Total
Existing % Impervious
Commercial Lot #12
6,031 0.14
Lot Area: 38, 342 s. f. or
4,981 0.11
30.85%
0.88 ac.
r� "i Impervious Coverage Description ; F-
5 Area
«Area ;
I actorp
�AdV.- Imper
Adf Imper'i
F'9_#a v a
T.)
'ter93iy1
:,a....CS?�YJ'
© 6Ai
i
(FT•
Area
s t.
(I ,,
„(Ac.) w
.,
a ),
{Acj)
Existin Building
6,465
0.15
1.00
6,465
0.15
Existin Paved Parkin & Drives
2,236
0.05
1.00
2,236
0.05
Existing Gravel Parking & Drives
17,199
0.39
0.65
11,179
0.26
Total
Proposed % Impervious
Commercial Lot #1911
25,900 0.45
Lot Area: 25,020 s. f, or
19,880 0.46
51,85%
0.57 ac.
xImperviousCoverage,EDescrtptton�},- ,'+Area,lmper;,
b
'ifi'
9 s izi
fld3�bnpei.
.�. : �- .'n#' ri4 tt at.� d` S-r. - €
f€4�. [; ;- r1 1i..1.'r,F:•
/ dd� 5 ,�_.,7
i
]?j
x
°
-
reai(AC:),
Existing Building
4,000
0.09
1.00
4,000
0.09
Existing Paved Parking & Drives
11,035
0.25
1.00
11,035
0.25
Total
Proposed % Impervious
15,035 0.35
15,035 0.35
60.09%
�\\\\\.t\ N C A
oFEs �y
//�4
L1��

3849 Wanchese Seafood Industrial Park Basin #3 Stormwater Calculations
Commercial Lot #20A Lot Area: 25,02.1 s.f. or
10/8/2007
0.57 ac.
. Impervious Coverage`Descrtption
Area '
flrca
Iactor�- I
t�Ad Im er
1 P
fld tin er.
J P
(Ac.)4i;..,area=(F=f,-)
Area'(Ac:)�i
Existing Buildin
8,092
0,19
1,00
8092
0.19
Existing Concrete Pad
3,565
0.08
1.00
3,565
0.08
Proposed Gravel Parking & Drives
2,000
0.05
0.70
1,400
0.03
Existing Unimproved Parking & Drives
4,785
0.11
0.65
3,110
0.07
Total 18,442 0.42 16,167 0.37
Existing % Impervious 64.61 %
Commercial Lot #22 Lot Area. 75,092 s.f. or 1.72 ac.
s ; ,.;'Impervious Coverage Descripito►nftrea
":. Irea a g;
'Factor ''�td
Irn er ,Art
rlrn ei:
,. ',
"'
Ak '.a
`t.© ����,�
i`�lrca'(FTz)�
��3real
r :i I TE
(
(AL J'�
z-
s �,Ac:
(pr,.�"F
Existing Building
13,583
0.31
1.00
13,583
0.31
Existing Concrete Sidewalk
781
0.02
1.00
781
0.02
Existing Unimproved Parking & Drives
51,526
1.18
0.65
33,492
0.77
Total
Existing % Impervious
Commercial Lot #23
65,890 1.51
Lot Area: 81,055 s. f. or
47,856 1,10
63.73%
1.86 ac.
Impervious Coverage' escriptron `, ,t
-9a t7
, §Area ` ,�d
fir.
�t ;Area ,F,y
F¢ctor a ��
n AdJ lmper `
AdJ Imper:
Areai(FZ
a
Area(Ae}i
Existing Building
32,550
0.75
1.00
32,550
0.75
Existing Unimproved Parking & Drives
41,095
0.94
0.65
26,712
0.61
Total 73,645 1.69 59,262 1.36
Existing % Impervious 73.11 %
Right -of -Way Area: 53,599 s.f. or 1.23 ac.
t IntperviousCoverageDescrtptaon �'��; ;,
� Elreai �"
,'Areas`
a
S'Factor` 4qf�
84pAdy Imper
Area,(F,,T }',
1tdl lfnper.i
�Area3(Ac)
Existing Unimproved Drivewa Aprons
992
0.02
0.65
645
0.01
Pro osed Gravel Driveway Aprons
1,326
0.03
0.70
928
0.02
Existing Gravel Driveway Aprons
2,995
0.07
0.70
2,097
0.05
Proposed Paved Drivewa Aprons
2,191
0,05
1.00
2,191
0.05
ExistbW Paved Roadway
19,472
0.45
1.00
19,472
0.45
Proposed Paved Roadway Addition
5,538
0.13
1.00
5,538
0.13
Total 32,514 0.75 30,871 0.13
Existing/Proposed % Impervious 57.60%

3849 Wanchese Seafood Industrial Park Basin #3 Stormwater Calculations
10/8/2007
+ Description . Area(sf) Area(ac)
Right-of-way area: 53,599 1.23
ExistinglProposed Impervious Coverage 30,871 0.71
in Right -of -Way
Adjusted Impervious Lot Coverage: 254,269 5.84
Total Impervious Coverage: 285,139 6.55
Total Drainage Area: 560,070 12.86
Impervious Coverage 50.91
Total Drainage Area (ft 2 ) (1)A)
Calculated Adjusted Impervious Coverage
Percent Impervious(1)
Rv = .05+ .009(I)
Required Storage Volume (ft,3) (PV) = (1.5") (1"112')xR vxDA
Total Length of 24" deep grassed perimeter Swale 730 lf.
Average Flow Area of infiltration Swale 20 ft 2
_4
°rovided volume of infiltration Swale 14,600 dt -
rolal Length of 24" deep grassed infiltration swale 3184 1.f.
t verage Flow Area of infiltration Swale 12 ft 2
°rovided volume of infiltration Swale 38,208 ft'
2
rruviaeu r11fruraitvn Uasgn urea (wp UJ Urwen)
cwo
J1
Provided infiltration basin area (bottom of basin)
917
ft 2
Average infiltration basin area
1777.5
_ft'
Average depth of infiltration basin
2.25
ft
Calculated volume of Infiltration basin
03,999 ft 3
Total calculated storage volume provided
56,807
ft 3
Equivalent calculated rainfall event 2,40 in.
Drawdown Time= Total VolumelBottom Surface Areallnfltration Rate
560,070 12.86
285,139 6.Ss
50.91 %
0.51
3,5, 579 ft '
,a. 2.49 ` ; e 1 yin
3.45 hrs
Denotes amended drainage measures for Lot 23
developmental activities dated 10-10-03
Fr6V%Ovt--, 3—tomAr�,�� \�-Vmkw: 4�4., ZZ 5 C-
5>v, !zw7o2Ito} sw ret?,picr

3849 Wanchese Seafood Industrial Park Basin #4 Stormwater Calculations 101812007
Commercial Lot #13 Lot Area: 44,448 s.f. or 1.02 ac.
Impervious CotierageDescriptzon',
v Arca
Area
IAeJ��
,factor. E
F -'
�i�, ©„`
Add sfnzp'er ,
- -�B 2
fflrea,(] T �):�
Adj'ImI er:,
�Area'(Ac:),`
Existing Building
4,993
0.11
1.00
4,993
0.11
Existing Paved Parkin & Drives
1,573
0.04
1.00
1,573
0.04
Existing Gravel Parking & Drives
1 16,695
1 0.38
0.65
10,852
0.25
Total
Existing/Proposed % Impervious
Commercial Lot #14
23,261 0.53
Lot Area: 13,5654 s. f. or
17,418 0.40
39,19%
0.31 a c.
„Inrpervaous Coverage `nescriptlont d ,`,"
a¢Y + r'
Arear'
Factor�j
s iill Intper
Ada Intper:
r K. - r "' �
� k m-' § tk f
" 4 xf [
i Sn it 4 g��
?t sR k§e , ✓,:.R,S x a,
��4r , � a3`�`s;�
urea,(A'c:}:�
Existing, Concrete Structures
110
0.00
1.00
110
0.00
Total
Existing % Impervious
Commercial Lot #15
110 0.00
Lot Area: 78,778 s f. or
110 0.00
0.81 %
1.81 ac.
' Inrpervtou�s+'Coverage4 Descriplron ty E
v+@"'Y¢ �"x3 -t `s s fE 'ij;t
Area,
k3f i'"1 § .�
Area
„aj'€ ��,,N%:J''.,.'i'sr{��c,�_5.
"4I�aclorq§��
t,4djk�'lnrperdflii3
:.
Areat,(F.,7?)z,{
Iniper:}
�_.,
8 ri.k ..s
?'�Ea.©�§,
•
f'
;Es,aE.>,
Existing Building
20,414
0.47
1.00
20,414
0.47
Existin Paved Parking & Drives
9,862
0,23
1.00
9,862
0.23
Existing Unimproved Parking; & Drives
14,840
0.34
0.65
9,646
0.22
"Total
Existing % Impervious
Commercial Lot #16
45,116 1.04
Lot Area: 37,752 s. f. or
39,922 0.92
50.68%
0.87 ac.
i linpervzorrs Coverage `73escnpllon
a Area o
AreINi(F
dctor # a
Ad Wiper
AdJ =I raper:
�t �, i;, ;
:( FT:),.
E
'AreaT�-
ti §-
.i, ti6E ,
s. »�;E ., ... .�::LE�
,�:'
_
dlAcE
,Area-(Ac.}!.
T.}fit
Existing Building
020
0.01
1.00
620
0.01
Existing Paved Parking & Drives
4,868
0.11
1.00
4,868
0,11
Existing Unimproved Parking & Drives
1 23,814
1 0.55
1 0.65
1 15,479 1
0.36
Total
Existing % Impervious
Access Easement #3
29,302 0.67
Lot Area: 4,995 s. f. or
20,967 0.48
55-54%
0.11 ac.
E 9 S y , A v=Ni?R9 E-
$ i ,. Iznpeivivres°CnterabOe 7Jcscrzphon, :�
`:
✓�d ryibg' Eye€ 3"i
- xq Area
SF11
Area;
S - -. r
, ij d&oi
y 444 hu per
lilf Izzrper`tj
g
/�
(16 !?'�"lk
(Ac:).
Wi, ),
4
E., ..
�.©. rr�AfCQ
Existing Gravel Access Roadway
2,025
0.05
0.70
1,418
0.03
Total
Existing % Impervious
�, 025 0.05
1,416 0.03
28.38%
1C•A RO ///
O'
-51
'��trrlMi�,����.

3849 Wanchese Seafood Industrial Park Basin #4 Stormwater Calculations
Commercial Lot #17 Lot Area: 74.,985 s.f. or
110/8/2007
1.72 tic.
Impeiious Coverage Description "
t Area
YET
Ared
fqctor, i
rAdjhiiper
T�
Adj.4niper
1 �Aej f !
Existing Buildin
12,682
0.29
1.00
1-71682
0.29
Existing Gravel Parking -& Drives
2,523
0.06
0.70
1,766
0.04
E-risting UninTroved Parking & Drives
8,948
0..21
0.65
5,816
0.13
Existing Concrete Paving
7,049
0.16
1.00
7,049
0.16
Existing Container StoLaLc Area
6,510
0.15
1.00
6,510
0.15
Existing Tank
220
0,01
1.00
220
0.01
Total
ExistinglProposed % Impervious
Commercial Lot #18
37,932 0.87
Lot Area: 35,321 s-f or
34,043 0.78
45.40%
0.81 ac.
Impervious Coveiiige"De,v-cri'p'li-o'ti',�k�,,.
M
ft-,"A
I I
'%''Factor,,t
'0�
- Ad',Z ' ,
"'V7. TRP
Ad'-'In'p`erK'
. �
'2
4"
C.
Existing Building
9,967
0.23
1.00
9,967
0.23
Existing Concrete Slab
8,331
0.19
1.00
8,331
0.19
Existing Gravel Parking & Drives
7,006
0.16
0.65
4,554
0.10
lWal
Existing % Impervious
Commercial Lot #19
25,304 0.58
Lot Area: 28,387 v.f. or
22,852 0.52
64.70%
0.65 ac.
'o-u-s-Cq­'i,er-q'-` "D -0-11"'
ge? escri h Mpervi
"N 4'
J4
Existing Gravel Parking & Drives
27,914
0.64
0.70
19,540
0.45
Total
Existing % Impervious
Commercial Lot #19A
27,914 0.64
Lot Area: 25,017 s.f or
19,540 0.45
68-83%
0.57 ac.
, J.,
"I",
'(FT
WY 1171liNi
R,
Et�A
Niid
Q
Area ,(Ac)L'
Existing Gravel Parking & Drives
22,563
0.52
0.70
15,794
0.36
Total
Existing % Impervious
Right -of -Way
22,563 0.52
Area: 75,996 s.f or
15,794 0.36
63,13%
1.74 ac.
t mpemious'Coverage;D-eL�6ti,#Iion.�IA,,.Areallg�1011'1;'i
511
z, W&MM
��JWefizi4b i�� --t
�31A Q1
N
)
�114
0
(FTA
C.
Existing Unimproved Driveway Aprons
2,401
0.06
0.65
1,561
0.04
Existing Paved Drive!Lal Aprons
1,710
0.04
1.00
1,710
0.04
Existing Gravel DrivewqyApants
3,859
0.09
0.70
2,701
0.06
Proposed Paved Drive!Lal Aprons
1,658
0.04
1.00
1,658
0.04
Existing Paved Roadway
28,761
0.66
1.00
28,761
0.66
Proposed Paved Roadway Addition
7,251
0.17
1.00
7,251
0.17
Total 45,640 1.05 43,642 0.18
ExistinglProposed % Impervious 57.43%

3849 Wanchese Seafood Industrial Park Basin #4 Stormwater Calculations
10I812007
Description Area,(sf)'. 'q„ : Area.(ac)
Right-of-way area: 75,996 1.74
Existing/Proposed Impervious Coverage 43,642 1,00
in Right -of -Way
Adjusted Impervious Lot Coverage: 172,063 3,95
Total Impervious Coverage: 215,705 4.95
Total Drainage Area: 419,243 9.62
zge Basin % Impervious Coverage 51.45%
Total Drainage Area (fit 2) (IAA)
Calculated Adjusted Impervious Coverage
Percent Impervious(I)
Rv = .05+ .009(1)
Required Storage Volume (ft-3) (PP) = (1.5") (1 "112")xR vxDA
Total Length of 24" deep grassed infiltration swale
373
1 f.
Average Flow Area of infiltration swale
14
ft 2
Provided volume of infiltration Swale
5,222
ft 3
Total Length of 24" deep grassed infiltration Swale
1250
lf.
Average Flow Area of infiltration swale
12
ft 2
Provided volume of infiltration swale
15,000
ft 3
Provided infiltration basin area (top of basin)
8025
ft 2
Provided infiltration basin area (bottom of basin)
2310
ft 2
Average infiltration basin area
5167.5
ft 2
Average depth of infiltration basin
3
ft
Calculated volume of Infiltration basin
15,503
ft 3
Provided infiltration basin area (top of basin)
4085
ft 2
Provided infiltration basin area (bottom of basin)
739
ft 2
Average infiltration basin area
2412
ft 2
Average depth of infiltration basin
3
ft
Calculated volume of Infiltration basin
7,236 -
Total calculated storage volume provided
42,961
ft 3
Equivalent calculated rainfall event
2.40
in.
Drawdown Time= Total VolumelBottom Surface Areallnfnllration
Rate
419,243 9.62
215, 705 4.95
51.45 %
0.51
26,887 fit 3
.�� �, 2:2$' ,� 'in• •'; (Permit) � °°C'
3.80 hrs
fi6vlt.5b �TOQ-At7U-VOV,01-467: 3, 050 c. F
F�Ftz ISW 702110'c) SW fif'aM,+Y

l )r.toher 11, 2007
Mr. 1Villi:mn (Moore
NCDENR, Arater Quality Section
943 Washington Sq.:Mall
1y'ashington, NC 27889
Dcar Mr. ?Moore.
The GOaBtal f-XPertg
SUBjE:(,T: AVANCI-11�'Sf Sl"Al"00D INDUSTRIAL I'Al K, #S\V`0.?l109
ECEI— ED
OCT 1 2 2007
DWQ- ARO
On behalf of the N.C. Department of Commerce and in regards to recent developmental itr:;,tnvcur::,t ru the
abtrve referenced development, 13PG is forwarding to you for your record ;um updall:d con;arm"win
record/corrective action plan for the entire industrial Bark as it exists to dim, ;ls a result of rile ttiorc: r•_ccn',
improvements the site has been studied to determine if the storrmv;tter infrastructure currently .os,scr•.tch!d i;
t',Mmpliant Willi the stormwater management plan, that was last amended :end permitted in 2003. 'I'll(: study
involves a comparison between the "provided storage voluines" as pernuued to the actual stonige v,)lu^,n::p
provided within the constructed eneasures. pursuant to the original stormwater management plan the
industrial park is divided into (4) separate drainage basins. Stormwater runoff resulting from tilt
rainfall event 15 managed throu};h the provision of vcgeiutive R/\V Swales, P/l., swales, and i:,filtrariin, b;c;ins
prior to entering a pipe collection nemvork that outlets to lite ac!tacc;nt :Milt Landing Creek ,SC;.
herewith is an l Ix17 overview of the development with tilt•. (4) drainage lmu ins delincatcd.
As noted above, calculations have been performed, and uI.audcd herewith, to determine the storage capacity
provided %vidun the constructed stormwater management infrastructure. The calculations ]hive been kr ken
down %kitY. respect to each of the (4) drainage basins (DR) and calf I;e ron,pared to their re.;p::ct'I.T ''p! idled
storage volumes" as outlined in the atncrnlcd permit for i.cm1 li;utce. '.'hi:; conservative al:+l;rr,;rCIA inns ❑JI ncd
to correspond with the stormwater component contr-oIiing orifice elevations of each drrinage basin. The
comparison noted above reveals that the stormwater management infr;utructirres constructed in Ct.li.r; 1,
l.)13.;-#2, & D.R#4 arc unthin reasonable compliance with the current lr nnit ,5:/ regards to avtilal lc s-,orage
capacity. The! comparison also revealed that tAB.#3 currently lists nn in:.itl76cnr .mr„ •tr of strfra«c.
1'0 alievisate this deficiency addicional drainage measures in tile_ Corm or 61'1.17, r„ vegetated infiltration sw;des
have bee-u recommended. please fund on the enclosed plan set the corrcclii�e action eneasures proposed along
Ilse eastern boundary of D.13.#3, ruining behind lots 7-11. Will) the pro;isioo_ of these additional ncc
total storage capacity provided will bring the drainage area to «hthin reasonable compliance e.�th wl.:r; was
perenitted. The calculations provided for drainage basin #3 have included the provision of these additi anal
swales. P€ease also note that the total current i1-r1pZ1-vic.sus surface area for all (4) drainage basins it 16.76 ac.
Which is less Than the permit allowance of 17.73 :,c.
i,
Wnli regards to the plans provided herewith please note that Al impervious ienpA)vemerlts have been h;nchcd
relative to their type and rinic of constrarction, either pre or post the amended,per,nit, rl'icn.sc see plan lc; };end
for clarity). In anticipation of possible future development on the feu- rcniainirig undeveloped loss BPI; will be
forwarding a formal permit modification for these ;additions su a later date. The intent of this suhruittel IS to
give NCIDENR an updare on the current clevelopment as well as the corrective actions being taken to rumcdv
existing deficiencies. If you have any questions or concerns please. don't hesitate to contact me_
Sinccrelr,
l3i;scll Profession l Troup
David M. Ryan, PIE.
c.c. Hob Pecle
P.O. Box 1068 ■ 3512 N. Croatan Hwy. ■ Kitty Hawk, NC 27949
252-261-3266■ Fax:[phone] ■ E-mail: [e-mail]

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aF W A rFR �R6
p Michael F. Easley, Governor
e �O G William G. Ross Jr., Secretary
r North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
DIVISION OF WATER QUALITY
January 27, 2003
NC Department of Commerce
Wanchese Seafood Park
Attn: Mr. Bob Peele
PO Box 549
Wanchese, NC 27981
Subject: Stormwater Permit No. SW7021109
Wanchese Seafood Park
Stormwater Treatment System
High Density Stormwater Project
Dare County
Dear Mr. Peele:
The Washington Regional Office received the completed
Stormwater Application for the subject project on November 27,
2002. Staff review of the plans and specifications has determined
that the project, as proposed, will comply with the Stormwater
Regulations set forth in Title 15A NCAC 2H.1000. We are forwarding
Permit No. SW7021109 dated January 27, 2003 to NC Department
of Commerce.
This permit replaces all previous stormwater permits for this
site, and shall be effective from the date' of issuance until
January 27, 2013, and shall be subject to the conditions and
limitations as specified therein. Please pay special attention to
the Operation and Maintenance requirements in this permit. Failure
to establish an adequate system for operation and maintenance of
the stormwater management system will result in.future compliance
problems.
If any parts, requirements, or limitations contained in this
permit are unacceptable, you have the right to request an
adjudicatory hearing upon written request within thirty (30) days
following receipt of this permit. This request must be in the form
of a written petition, conforming to Chapter 150B of the North
Carolina General Statutes, and filed with the Office of
Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447.
Unless such demands are made this permit' shall be final and
binding. "
J
943 Washington Square Mall Washington, N.C. 27889 Telephone [phone] FAX [phone]

0
NC Department of Commerce
January 27, 2003
Page Two
If you have any questions, or need additional -information
concerning this matter, please contact Bill Moore at (252) 946-
6461, extension 264.
Sincerely,
.for Jim Mulligan
Water Quality Regional Supervisor
Washington Regional Office
cc: Bissell Professional Group
Dare County Inspections
Washington Regional Office
Central Files
J

State Stormwater Management Systems
Permit No. SW7021109
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
NC Department of Commerce
Dare County
FOR THE
construction, operation and maintenance of stormwater management
systems 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 for a stormwater
treatment system consisting of collection swales and (6)
infiltration basins, to serve the Wanchese Seafood Park located at
Wanchese, NC.
This permit replaces all previous stormwater permits for this site,
and shall be effective from the date of issuance until January 27,
2013 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 on page 4 of this permit, the
Project Data Sheet.
3. Approved plans and specifications for this project are
incorporated by reference and are enforceable parts of the
permit.
3

J
DIVISION OF WATER QUALITY
PROJECT DATA
Project Name:
Permit Number:
Location:
Applicant:
Mailing Address:
Application Date:
Water Body Receiving Stormwater
Runoff:
Classification of Water Body:
Total Site Area:
Allowable Impervious Area:
Provided Surface Areas:
(for infiltration basins)
Required Storage Volume:
(by drainage basin)
Provided Storage Volume:
(by drainage basin)
Controlling Orifice:
Wanchese Seafood Park
SW7021109
Dare County
NC Department of Commerce
PO Box 549
Wanchese, NC 27981
11/20/02 - original
11/27/02 - complete
Mill Landing Creek
SC
38.56 acres
17.73 acres
3072
sf -
Basin
1
2528
sf
- Basin
2
4207
sf
- Basin
3&4
3729
sf
- Basin
5&6
16,102 cf -
Drainage
Basin #1
15,759 cf
- Drainage
Basin 42
37,562 cf
- Drainage
Basin #3
28,295 cf
- Drainage
Basin #4
29,410 cf - Drainage Basin #1-
37,317 cf - Drainage -Basin #2
64,223 cf - Drainage Basin #3
43,050 cf - Drainage Basin #4
7.09 storage elev - Basin 1
6.85 storage elev - Basin 2
6.17 storage elev - Basin 3&4
7.31 storage elev - Basin 5&6
4

4. No homeowner/lot owner/developer shall be allowed to fill in,
alter, or pipe any vegetative practices (such as swales) shown
on the approved plans as part of the stormwater management
system without submitting a revision to the permit and
receiving approval from the Division.
5. The following items will require a modification to the permit:
a.
Any revision to the
approved plans,
regardless of size
b.
Project name change
C.
Change of ownership
d.
Redesign or addition
to the approved
amount of built -upon
area
e.
Further subdivision
of the project
area.
In
addition, the Director
may determine
that other revisions
to
the project should require
a modification
to the permit.
6. 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.
II. SCHEDULE OF COMPLIANCE
1. The permittee will comply with the following schedule for
construction and maintenance of the stormwater management
system.
a. 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 surfaces
except roads.
b. During construction, erosion shall be kept to a minimum
and any eroded areas of the system will be repaired
immediately.
2. The facilities must be properly maintained and operated at all
times. The approved Operation and Maintenance Plan must be
followed in its entirety and maintenance must occur at the
scheduled intervals.
3. The permittee shall at all times provide the operation and
maintenance necessary to assure the permitted stormwater
system functions at optimum efficiency including, but not
limited to:
5

a. Semi-annual scheduled inspections (every 6 months)
b. Sediment removal
C. Mowing and revegetation of side slopes
d. Immediate repair of eroded areas
e. Maintenance of side slopes in accordance with approved
plans and specifications
f. Debris removal and unclogging- of outlet structure,
orifice device and catch basins and piping.
4. Records of maintenance activities must be kept and made
available upon request to authorized personnel of DWQ. The
records will indicate the date, activity, name of person
performing the work and what actions were taken.
5. 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 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. Mail the Certification to the
Washington Regional Office, 943 Washington Square Mall,
Washington, North Carolina, 27889, attention Division of Water
Quality.
7. , A copy of the approved plans and specifications shall be
maintained on file by the Permittee for a minimum of five
years from the date of the completion of construction.
III. GENERAL CONDITIONS
1. This permit is not transferable. In the event there is a
desire for the facilities to change ownership, or there is a
name change of the Permittee, a formal permit request must be
submitted to the Division of Water Quality accompanied by an
application fee, 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.
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 143-215.6(a) to 143-215.6(c).
A

pp-
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) which have 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 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.
Permit issued this the 27 th day of January, 2003.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
„f,, Alan W . Klimek, �- . E . , Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW7021109
7

Stormwater Permit No. SW7021109
Wanchese Seafood Park
Wanchese, NC
Grassed lined swales & (6) Infiltration Basins
Designer's Certification
I, , as a duly
registered Professional Engineer in the State of North Carolina,
having been authorized to observe (periodically/weekly/full time)
the construction of the project,
for
(Project)
(Project Owner)
hereby state that to the best of my abilities, due care and
diligence was used in the observation of the project construction
such that the construction was observed to be built within
substantial compliance and intent of the approved plans and
specifications.
Signature
Registration Number
Date

TheGwfal 'g
Hand Delivered ❑ Over-Nite Mail ❑ Faxcd ❑ Mailed L`J
To: Mr. William Moore
N.C.D.E.N.R.
Division of Water Quality
943 Washington Square mail
Washington, NC 27889
Project: Wanchese Seafood
Industrial Park
We "Transmit:
Herewith:
FOR YOUR.
x approval
review & comments
use
other
Conies
Date: October 10. 2003
Project Pv().: 3849
,sRCM,
OCT 1 5 2003
DWQ-W ` RO
Description Date
1 Project Narrative, Calculations & Stormw:;ter 10-10-03
Management Overview
Comments:
Bill,
I am forwarding an amendment to permit # SW7021109 for the Wanc:hese
Seafood Industrial Park. Please contact me when you review this information so
that we can discuss the particulars of the improvements. TI-iank You.
Sincerely,
Bissell Professional Group
David M. Ryan
4417 N. Croatan Hwy. ■ P.O. Box 1068 ■ Kitty Hawk, NC 27949
252-261-3266 ■ Fax: [phone] ■ E-mail: [e-mail]

STORMWATER MANAGEMENT NARRATIVE AMENDMENT TO SW7021109 10/10/2003
The following developmental activities require a stormwater management permit under Rule
.1003 of the NCDENR Division of Water Quality Administrative Code for Stormwater
Management, 15A NCAC 2H.1000. Developmental activities will result in the project being
permitted pursuant with Rule .1005 (2) (b), High Density Projects, with proposed built -upon
area of 30% or greater, and stormwater runoff primarily transported by vegetative conveyances
and an existing catch basin drainage network. This project has been previously permitted as a
high -density project with the latest amendment occurring January 27,2003, Stormwater Permit
No. SW7021109. In order to comply with the conditions of this pennit, Mr. William Moore of
the N.C. Division of Water Quality has requested that any proposed developmental activities
not described within the approved permit be accounted for with supplementary information
for any future permit amendments. This submittal is a formal request to amend the
developmental activities associated with Lot 23 of the Wanchese Seafood Industrial Park. The
extent of the proposed project will consist of the construction of a 32,400 s.f. dry stack
building utilizing the existing unimproved parking and drive area to service the existing and
future development of the 1.86 ac. commercial lot 23 within the Wanchese Seafood Industrial
Park, (this building represents the only additional impervious surface being proposed). The
project site is located off of NC 345 and Harbor Drive in Wanchese Township, Dare County,
North Carolina.
Site soils are mainly composed fill material that was dredged for the adjacent basin to
create the high ground portion of the project. The soils are generally sandy loams that
exist throughout the surface and subsoil layers. These soils are nearly level, excessively
drained soils. The seasonal high water table is estimated to be located approximately 4.5
feet below the existing ground surface, (this based on site conditions observed and
confirmed through aerial topography).
The site can be described as nearly level with light to moderate vegetation concentrated along
the periphery of the tract. "404" jurisdictional wetlands are located to the east and transition to
the surface waters of Broad Creek. Broad Creek water classification has been has been defined
as an SC classification. The site is currently partially developed with an existing commercial
building existing on the southern portion of the tract. "'ECER VED
OCT 15 2003
DW -VVARQ

STOR,NIWATFR,NIr\NACENIFN7 NARRATIVE AMENDMENT TO S\F'7021109 10/10/2003
All development activities are to be designed in conformity with the requirements for
application and issuance of pen -nits for stormwater management systems in pursuant with
rules. 1003 and .1005 in accordance with G.S. 143-215.1 and 15A NCAC 2H .0200 as set
forth. These requirements are designed to control pollutants associated with stormwater runoff
applicable to development of land for residential, commercial, industrial, or institutional uses.
The developmental activities as described above have been designed in compliance with the
requirements as set forth in stormwater management within coastal counties Rule .1005,
section 2, subparagraph B:
(1) No direct outlet channels or pipes to SA waters unless pennitted in accordance with
15A NCAC 2H.0216
(ii) , Control systems must be infiltration systems designed in accordance with Rule .1008
of this section to control the runoff from all surfaces generated by one and one-half
inches of rainfall. Alternatives as described in Rule . 1008(h) of this section may also
be approved if they do not discharge to surface waters in response to the design storm;
(iii) Runoff in excess of the design volume must flow overland through a vegetative filter
designed in accordance with Rule. 1008 of this section with a minimum length of 50
feet measured from mean high water of SA waters.
Design of the stormwater management measures are based on the design criteria indicated in
.1008(d) Infiltration System Requirements, under the NCDENR Division of Water Quality
Administrative Code for Stormwater Management, I5A NCAC 2H.1000.
The existing developmental activities are described in the NCDENR Division of Water
Quality High -Density Stormwater Permit Amendment No. SW7021109 dated January
27,2003. The information submitted for this permit approval depicts (4) separate drainage
basins within the existing and proposed development that provide a level of primary treatment
of stormwater runoff prior to releasing into the existing drainage network. Lot 23 of the
Wanchese Seafood industrial Park was described as existing within Drainage Basin #3 with all
adjusted impervious lot coverage of 62%. The calculations for this individual lot denoted
2,632 s.f of existing buildings in conjunction with 73,645 s.f of existing unimproved drives
and parking. A runoff coefficient of 1.0 was applied to the existing building surface with a
0.65 runoff coefficient being utilized for the unimproved parking and drives to provide an
adjusted impervious area of 50,501 s.f. This number was added to the other adjusted
impervious areas within basin #3 to tabulate the minimum required storage capacity required
for the overall basin area. The proposal of additional stormwater measures and drainage
improvements within the area identified as Drainage Basin #3 indicates stormwater storage
capacity in the amount equivalent to a 2.5 in. rainfall event, approximately l in. greater that
the 1.5 in. design storm event.

51'Ofttii►VA'I'ER 11,►NAG E�IENI' NARRA'I'1�'E AJTENDMENTTO SW7021109 10/10/2003
To accommodate the proposal of the 32,400 s.f, dry stack building being proposed on Lot 23,
it was necessary to calculate the additional stormwater runoff generated from the impervious
roof surface. With the adjustment of 32,400 s.f. of unimproved parking area being, ( a runoff
coefficient of 0.65), substituted for the proposed impervious roof surface, (a runoff coefficient
of 1.0), the runoff generated from the proposed developmental activities increased. Although
Drainage basin #3 had adequate stormwater measures to accommodate the additional runoff, a
2441.f. grassed Swale was provided to account for additional filtration of pollutants. Based on
the proposed and existing development, the provision of the additional stormwater storage
capacity of the vegetative swale offset the increase in runoff from the proposed building, (the
provided storage capacity amount is equivalent to the basin storage capacity of the approved
High -Density Stormwater Pen -nit Amendment No. SW7021109 dated January 27, 2003).
The adjusted impervious surface runoff generated from the proposed building will sheet flow
overland into vegetative infiltration swales that are located on the northern and eastern
periphery of the building. The proposed swales consist mainly of broad, shallow, vegetative
filters constructed with approximately 3:1 side slopes. Longitudinal slopes are kept relatively
flat, (0.1 % slope), to provide for low velocity flow, thereby aiding infiltration and sediment
removal. Enhanced removal efficiency from stormwater conveyed into the various infiltration
measures by achieving a minimum filtration length of 100 feet. .
The intent of the design is to provide adequate pollutant filtration measures from stormwater
runoff resulting from the existing high -density pockets of the associative development. To
achieve this, in this particular application, it was necessary to calculate the existing and
proposed impervious surface coverage from all existing and proposed development. Factors
were applied to the various forms of surfaces based on their perceived permeabil ity, (a factor
of 1.0 was utilized for all hardened surfaces, (bui I dings & paved areas), with a coefficient of
.70 and .65 for gravel and unimproved surfaces respectively. These factors were multiplied by
the respective coefficient factors resulting in an adjusted impervious coverage calculation.
This number was then applied to all existing and proposed development based on the
corresponding surface types. This number is the figure that was utilized to compute the
required storage volume from the associative 1.5 in. rainfall storm event, (reference the High
Density stormwater calculation attached herein).
Based on the existing density of the development, it is necessary to supply additional drainage
measures to provide adequate pretreatment, prior to discharge into the surrounding soils and
adjoining surface waters. With an existing stormwater collection network operation, the basis
of design is to incorporate the existing drainage system while providing improved filtration of
sediment and pollutants for the design storm event. This is achieved by incorporating
infiltration swales and basins in conjunction with the provision of stone dams/sediment traps
to retain runoff in excess of the design storm event, prior to overflowing to the existing
drainage network. It is expected, that this will enhance the pollutant removal efficiency and
provide sufficient protection to the adjoining surface waters.

STORJS1vATER MA\,\CEJIE\ 1'.NARRATIVE A.NIE\DNTEN-r TO SW7021109 10/10/2003
Vegetative filters have been designed in accordance with the "vegetative filter" definition
defined in Rule .1002 of Subchapter 2H Procedures for Permits: Approvals, Stormwater
Management Rules, September 1, 1995.
To manage stormwater runoff from the existing and proposed roadway and building
construction to service the development on lot 23, rainfall will sheet flow from the proposed
impervious surfaces to the proposed drainage swales located along the periphery of the site.
The drainage swales will consist of an 18" deep vegetative filter that will temporarily
accommodate a 2" design storm event. Rainfall runoff will be retained within these devices
until infiltration occurs through the sandy soils within a period of approximately 1.5 hours.
(Reference attached drawing for detailed drainage flow and stormwater details)
Stormwater runoff from all impervious surfaces will be collected and conveyed into vegetative
filters located along all proposed roadways. The following information is in conformance with
the regulations as specified for low -density development:
1) Proposed impervious coverage of 76.30% for Lot 23
2) Proposed impervious coverage of 56.08% over drainage basin area
3) Provision of additional vegetative infiltration filters along all proposed
developmental activities for proposed impervious coverage
4) Provision of a 50-foot wide buffer from all adjoining surface waters.
The following measures will be provided to control the conveyance of stormwater from the
proposed high -density development:
1) Proposed impervious coverage of 56.08% over the drainage basin area
2) Provision of vegetative filters with relatively flat longitudinal slopes aiding
in infiltration and sediment removal.
3) Provision of excess storage volume for enhanced pollutant removal
efficiency and sediment removal prior to transitioning into the adjacent
ground surface waters.

I. %

3849 Wanchese Seafood Industrial Park Basin #3 Stormwater Calculations 10/1012003
Commercial Lot #20A Lot Area: 25,024 sf. or 0.57 rr..
mpervtaus`Coverage}Uescrrpltat' °," ' F,
I34
' Areas "�
;rtrea , ,'
�; factor Fed', ,
Adf Imper F i
Adi Intper'.
s. i a bk
t Brea, F,Ta�)
Area_
.©,�F.., MA '
�
r (Act
Existia Building
8,092
0.19
1.00
8,092
0.19
Existin Concrete Pad
3,.56.5
0.08
1.00
3,565
0.08
Proposed Gravel Parking & Drives
2,000
0.05
0.70
1,400
0.03
Existing Unimproved Parking & Drives
4,785
0.11
0.65
3,110
0.07
Total
Existing % Impervious
Commercial Lot #22
18,442 0,42
Lot Area: 75, 092 s. f. or
16,167 0.37
64.61 %
1.72 ac.
Impervious`Coverage`Deseriptipnf
,.
R,
Area"'
is
;A4-'Factor
�Idf Imper& �Irtdj:'hnper
t ➢t�S1 �i;
i' �514�_ ai § f�
5 (§�+�§?_e...t ........ _ , s�, �.� E.��',(F7�
§
1?.e,�n-'.u_,�(A`
, ,,. Cc3 .a.x
'Area (LTs')y_.I_ttrea(Ac:).
ExistingBuilding13,583
0.31
1.00
13,583
i 0,31
Exislin g Concrete Sidewalk
781
0.02
1.00
781
0.02
Existing Unimproved Parking & Drives
51,526
1.18
0.65
3.3,492
0.77
Total
Existing % Impervious
Commercial Lot #23
65,890 1.51
Lot Area: 81,055 s. f. or
47,856 1.10
63.73%
1.86 ac.
Intpenr_ous Coverage':Descripiion
Area`°'°
Area
Factor `
d3�Imper:
Crea
Apt
(p?1a
T,�
reap AC ):
b'<bF..
e .(Ac),
_
,.(l
Existing Building
2,632
0.06
1.00
2,632
0.06
Prgposed�Bttilding ,',
32,40U°-s
?°§,074.;.
a .100�
32,400'•,
Existing Unimproved Parking & Drives
1 41,245
0.95
0.65
26,809
1 0,62
Total 76,277 1.75 61,841 1,42
Existing % Impervious 76.30%
Right -of -Way Area: 53,599 s. f. or 1.23 a c.
Im ervrous `C04' era a Descrt lion F� ti° +'
p g p4i13
l F "3" S t.g q kR ,�`iif? i ,.d t '4•3
a ..w 3..a .�a �lt
"k-Aiea�# `
1;.):3.'���
'urea%"kF,,ctor?
.g.§.;i��
Ace) .
©Area_(PUi)'Yj,4rea�(.f1
°' A roper. 1
d dumper
..`Y
Existing Unimproved Driveway Aprons
992
0.02
0.65
645
0.01
Pro osed Gravel Driveway Aprons
1,326
0,03
0.70
928
0.02
Existing Gravel Drive wa A rons
2,995
0.07
0,70
2,097
0.05
Proposed Paved Driveway A prons
2,191
0.05
1.00
2,191
0.05
Existing Paved Roadway
19,472
0.45
1.00
19,472
0.45
Proposed Paved Roadway Addition
5,538
0.13
1.00
5,538
0.13
Total 32,514 0.7.5
ExistinglProposed % Impervious
:nescrrptron„ 33...''d.4�yss.6,€.�.keArea(ac)7':'
Right-of-way area:
53,599
1.23
ExistinglProposed Impervious Coverage
30,871
0.71
in Right -of -Way
Adjusted Impervious Lot Coverage:
283,239
6.50
Total Impervious Coverage:
314,109
7.21
Total Drainage Area:
560,070
12,86
% Impervious Coverage
56.08%
30,871 0.13
57.60%
D1lVQ"t ARU

3849 Wanchese Seafood Industrial Park Basin #3 Stormwater Calculations
Total Drainage Area (t 2 ) (0A) 560,070 12.86
Calculated Adjusted Impervious Coverage 314,109 7.21
Percent Impervious(I) 56.08 %
Rv = .05+ .009(I) 0.55
Required Storage Volume (ft3) (PP) _ (1.5") (1 "112")xR vxDA 38,838 ft 3
Total Length of 24" deep grassed infiltration swale 4337 lf.
Average Flow Area of infiltration swale 12 ft 2
_a
Provided volume of infiltration swale 52,044 Jt"
Total Length of 18" deep grassed infiltration swale -244 l f.
Overage,FlowArea,ofuifltration�swale :675 ft2'
Provided volume of infiltration swale �1,647 ft
.z
lruvlum fryluruttUn VUmn Urvu (top Uf UUJin)
JI /J
it
Provided infiltration basin area (bottom of basin)
2806
ft 2
Average infiltration basin area
3990.5
ft 2
Average depth of infiltration basin
2
ft
Calculated volume of Infiltration basin
7,981
ft 3
Provided infiltration basin area (top of basin)
2797
ft 2
Provided infiltration basin area (bottom of basin)
1401
ft 2
Average infiltration basin area
2099
ft 2
Average depth of infiltration basin
2
ft
Calculated volume of Infiltration basin
4,198
ft 3
Total calculated storage volume provided
64,342
ft 3
Equivalent calculated rainfall event 2.49 in.
Drawdown Time= Total VolumelBotlom Surface Areallnfiltration Rate
1.06 hrs
10/10/2003
RECEIVED'
OCT 15 2003
DWQ-WARD
Denotes amended drainage measures for Lot 23
developmental activities dated 10-10-07

3849 Wanchese Seafood Industrial Park Basin #3 Stormwater Calculations
10/10/2003
Access Easement #2 Lot Area: 24,173 s. f. or
0.55 ac.
}
;` 4-Bnpervtou► Coverage Deurlptronl 3
B
� Area141i €O
,°5'Area,
I actor' 3
?Arll Ir>lper
rlrj: Irnper `
33
(I ! )�
(Ac)
©
2
Area (I T j .
„
Area:'(Ac.)
Pro osed Building
1,600
0.04
1.00
1,600
0.04
Existing Gravel Parkin & Drives
3,289
0.08
0.70
2,302
0.05
Proposed Paved Parking& Drives
1,789
0.04
1.00
1,789
0,04
Total
ExistinglProposed % Impervious
Commercial Lots #7-10
6.678 0.15
Lot Area: 221,621 s. f. or
5, 691 0.13
23.54%
5.09 ac.
ImpervrausCoverage DescrrptronArea
c�
1
` Area;,:
6
�3a1 actor
, -Ad- Imper
rld I n e r r.
1, p
ExistingBuildings
40,830
0.94
1.00
40,830
0.94
Pro used Gravel Parking & Drives
25,283
0.58
0.70
17,698
0,41
Existing Paved Parking & Drives
32,687
0.75 1
1.00
32,687
0.75
Proposed Building
8,000
0.18
1.00
8,000
0,18
Proposed Paved Parking & Drives
14,597
0.34
1.00
14,597
0,34
Total
ExistinglProposed % Impervious
Commercial Lot #11
121,397 2,79
Lot Area: 16,144 s. f. or
113,812 2.61
51.35%
0.37 ac.
�JP"Im en torts Covera >e Descri trvn , 6
gP
_�' 4rea
Area
Factor
=sAd Im er
jAdi.,Imperp
l T z�`„
a
AreaAFT
4.
.;,.. €,
(
P.,(Ac ),E
jYb
F-visting Building
3,031
0.07
1.00
3,031
0.07
Existing Gravel Parking& Drives
2,340
0.05
0.70
1,638
0.04
Total
Existing % Impervious
Commercial Lot #12
5,371 0.12
Lot Area: 38,342 s. f. or
4,669 0.11
28.92%
0.88 ac.
sE ¢ Impervious Loyerage DeScrrptioit'Iitrp
S3 ji KE F
ij�
u� _
er
,
AdJ, Impel r.
x �)
©..
""Area (FT
Arca
(t
(Aej
Pro osed Building
13,200
0.30
U)O
1"3,200
0.30
Proposed Paved Parking & Drives
3,063
0.07
1.00
3,063
0.07
Proposed Concrele Structures
6,098
1 0.14
1 1.011
t 6,098
1 0.14
Total
Proposed %Impervious
Commercial Lot #19B
22,361 0.21
Lot Area: 25,020 s. f. or
221361 0.51
58.32%
0.57 ac.
F`°" � 'Impervious Coverage Descnptron +
"' Areas �,
_ Area ,
�� 1 actor , '
,ld! Itrrper�
Aty. Imper
z
©..� �� 3
2
:flrea,(FT) .
Area.(AcE}'=
Proposed Building
5,000
0.11
1.00
5,000
0.11
Proposed Gravel Parking & Drives
2,640
0.06
0.70
1,848
0.04
Proposed Paved Parking & Drives
3,993
0.09
1.00
3,993
0,09
Total 11,633 0.27 10,841 0,25
Proposed % Impervious 43.33%

OCT 1 5 2003
II
2<• a.y . DEPTH
LATERAL
sari
sr r�
TYPICAL INFILTRATION SWALE
SECTION A -A
mirrroWALL
le ar0 . DEPTH
r/fasuTERu �-qg ARO
sari y� ''(
TYPICAL INFILTRATION SWALE
SECTION B-B
NOT W SCALE
1 l
l �
� 1
I 1
l
Ir
1 1
I 1
\ I,
li OT 23
r r
r PROPOSED DRY STACK I ,I
BUILDING AREA4 32,400 SF
4
x x rr x J_ x x 1 x x III
I BB 411
/ I
. l
/ 1 PROPOSED 244 LF. I 511
/ GRASSEDDEPTH SWALE, 18'
tq
� 1
� II
` I r•I@
IF
I' II
III
i
/ 1:4 I�
r
r \
i i r•
l
I i
I I it
E
DATE:10-2-03
WANCHESE SEAFOOD INDUSTRIAL PARK
IMELL
LOT 23 STORMWATER MGMT. OVERVIEW
umm�=!
DRAWN BY: DMR
DWG -NO: 384900st3
BISSELL PROFMIONAL GROUP
4417 NORTH C,10ATAN HIGHWAY
P.0. BON 106E NTRY HAM, N.G 270"
SHEET NO.
SCALE:1 a=50'
(2S2) 2M-3M FAX (282) 2e1-1700

I
110 , ftialiul
NP.ROFEs510NALtGRQiJ PJ
Hand Delivered Over-Nite Mail L J Faxed n Mailed XX
To: Mr. William Moore Date. September 23, 2003
Division of Water Quality
N.C.D.E.N.R
Washington Sq. Mall
Washington, NC 27889
Project: Wanchese Seafood Park
We Transmit:
Herewith: x❑
FOR YOUR:
x approval
review & comments
use
other
Copies
1
1
Project No.: 3849
Description
Lot 13 Stormwater Management OvervieNv
High Density Infiltration calculations and narrative
Date
9-23-03
Comments:
Bill,
As previously discussed, I am forwarding; the requested storillwater
management narrative and design calculations for Lot 13 of the Wanchese
Seafood Industrial Park. A 8-1/2"x14"stormwater management overview is
attached with the layout of the proposed dcvclopnnental activitie!.;. If there are
any comments or questions pertaining to the material within dic. contents of
this package, please do not hesitate to contact me.
Sincerely,
Bissell Professional Group
_galf9 iov elm. gw?}'Cri11/
David M. Ryan
Project Manager
E'CE0
SEN 2 6 2003
DWQ-WARO
4417 N. Croatan Hwy. ■ P.O. Box 1068 ■ Kitty Hawk, NC 27949
252-261-3266 ■ Fax: [phone] ■ E-mail: [e-mail]

II. Stormwater Management Narrative:
The following developmental activities require a stormwater management permit under Rule
.1003 of the NCDENR Division of Water Quality Administrative Code for Stormwater
Management,15A NCAC 2H.1000. Developmental activities will result in the project being
permitted pursuant with Rule .1005 (2) (b), High Density Projects, with proposed built -upon
area of 30% or greater, and stormwater runoff primarily transported by vegetative
conveyances and an existing catch basin drainage network. This project has been previously
permitted as a high -density project with the latest amendment occurring January 27,2003,
Stormwater Permit No. SW7021109. In order to comply with the conditions of this permit, Mr.
William Moore of the N.C. Division of Water Quality has requested that further analysis be
performed in respect to the developmental activities associated with Lot 13 of the Wanchese
Seafood Industrial Park. The project will consist of the construction of roadway and drainage
infrastructure improvements to service the existing and future development of the 1.02 ac.
commercial lot 13 within the Wanchese Seafood Industrial Park. The site is located off of
NC 345 and Harbor Drive in Wanchese Township, Dare County, North Carolina.
Site soils are mainly composed fill material that was dredged for the adjacent basin to
create the high ground portion of the project. The soils are generally sandy loams that
exist throughout the surface and subsoil layers. These soils are nearly level, excessively
drained soils. The seasonal high water table is estimated to be located approximately
4.5 feet below the existing ground surface, (this based on site conditions observed and
confirmed through aerial topography).
The site can be described as nearly level with light to moderate vegetation concentrated
along the periphery of the tract. "404" jurisdictional wetlands are located to the east and
transition to the surface waters of Broad Creek. Broad Creek water classification has been
has been defined as an SC classification. The site is currently partially developed with an
existing commercial building existing on the southern portion of the tract.

All development activities are to be designed in conformity with the requirements for
application and issuance of permits for stormwater management systems in pursuant with
rules .1003 and .1005 in accordance with G.S. 143-215.1 and 15A NCAC 2H .0200 as set
forth. These requirements are designed to control pollutants associated with stormwater
runoff applicable to development of land for residential, commercial, industrial, or institutional
uses. The developmental activities as described above have been designed in compliance
with the requirements as set forth in stormwater management within coastal counties Rule
.1005, section 2, subparagraph B:
0 No direct outlet channels or pipes to SA waters unless permitted in accordance with
15A NCAC 2H.0216
(ii) Control systems must be infiltration systems designed in accordance with Rule. 1008
of this section to control the runoff from all surfaces generated by one and one-half
inches of rainfall. Alternatives as described in Rule .1008(h) of this section may also
be approved if they do not discharge to surface waters in response to the design
storm;
(iii) Runoff in excess of the design volume must flow overland through a vegetative filter
designed in accordance with Rule .1008 of this section with a minimum length of 50
feet measured from mean high water of SA waters.
Design of the stormwater management measures are based on the design criteria indicated
in .1008(d) Infiltration System Requirements, under the NCDENR Division of Water Quality
Administrative Code for Stormwater Management,15A NCAC 2H.1000.
II. Stormwater Management Narrative (con't):
Stormwater runoff from all impervious surfaces will sheet flow overland into vegetative
infiltration swales that are located on the northern and eastern periphery of the tract. The
proposed swales consist mainly of broad, shallow, vegetative filters constructed with
approximately 3:1 side slopes. Longitudinal slopes are kept relatively flat, (0.1% slope), to
provide for low velocity flow, thereby aiding infiltration and sediment removal. Enhanced
removal efficiency from stormwater conveyed into the various infiltration measures by
achieving a minimum filtration length of 100 feet. .
The intent of the design is to provide adequate pollutant filtration measures from stormwater
runoff resulting from the existing high -density pockets of the associative development. To
achieve this, in this particular application, it was necessary to calculate the existing and
proposed impervious surface coverage from all existing and proposed development. Factors
were applied to the various forms of surfaces based on their perceived permeability, (a factor
of 1.0 was utilized for all hardened surfaces, (buildings & paved areas), with a coefficient of
.70 and .65 for gravel and unimproved surfaces respectively. These factors were multiplied
by the respective coefficient factors resulting in an adjusted impervious coverage calculation.
This number was then applied to all existing and proposed development based on the
corresponding surface types. This number is the figure that was utilized to compute the
required storage volume from the associative 1.5 in. rainfall storm event, (reference the High
Density stormwater calculation attached herein).

Stormwater Management Narrative (con't):
Based on the existing density of the development, it is necessary to supply additional
drainage measures to provide adequate pretreatment, prior to discharge into the surrounding
soils and adjoining surface waters. With an existing stormwater collection network operation,
the basis of design is to incorporate the existing drainage system while providing improved
filtration of sediment and pollutants for the design storm event. This is achieved by
incorporating infiltration swales and basins in conjunction with the provision of stone
dams/sediment traps to retain runoff in excess of the design storm event, prior to overflowing
to the existing drainage network. It is expected, that this will enhance the pollutant removal
efficiency and provide sufficient protection to the adjoining surface waters.
Vegetative filters have been designed in accordance with the "vegetative filter" definition
defined in Rule. 1002 of Subchapter 2H Procedures for Permits: Approvals, Stormwater
Management Rules, September 1, 1995.
To manage stormwater runoff from the existing and proposed roadway and building
construction to service the development on lot 13, rainfall will sheet flow from the proposed
impervious surfaces to the proposed drainage swales located along the periphery of the site.
The drainage swales will consist of 18" to 24" deep vegetative filters that will temporarily
accommodate a 2" design storm event. Rainfall runoff will be retained within these devices
until infiltration occurs through the sandy soils within a period of approximately 6 hours.
(Reference attached drawing for detailed drainage flow and stormwater details)
Stormwater runoff from all impervious surfaces will be collected and conveyed into
vegetative filters located along all proposed roadways. The following information is in
conformance with the regulations as specified for low -density development:
1) Proposed impervious coverage of 43.39% over the total development area
2) Provision of vegetative infiltration filters along all proposed developmental
activities
3) Provision of a 50-foot wide buffer from all adjoining surface waters.
The following measures will be provided to control the conveyance of stormwater from the
proposed low -density development:
1) Proposed impervious coverage of 43.39% over the total development area
2) Provision of vegetative filters with relatively flat longitudinal slopes aiding in
infiltration and sediment removal.
3) Provision of excess storage volume for enhanced pollutant removal efficiency and
sediment removal prior to transitioning into the adjacent ground surface waters.

3849 Wanchese Seafood Industrial Park Lot #13 Stormwater Calculations 9/23/2003
Commercial Lot #13 Lot Area: 44,448 s. f. or 1.02 ac.
'ltnpentotts'Co erage,Descrtption '-
-, -
" ,",Area '5 '
;rhea
�,�'I,actor,s °
lj.olrnper:
Arlj;6'Irnper.
>.
el
(FTAc
e
O
,. I rea I T �l t�
Area,, (Ac.
Erislinq Building
4,993
0.11
1.00
4,993
0.11
Existing Paved Parking & Drives
1,573
0.04
1.00
1,573
0.04
Proposed Gravel Parking & Drives
1 18,170
0.42
1 0.70
12,719
0.29
Total 24,736 0.57
lristinglProposed % Impervious
F 1)escriptiott ° ,i E `. Area(sf)"', ',Area(ac)
Total Impervious Coverage: 19,285 0.44
Total Drainage Area: 44,448 1.02
Drainage Basin % Impervious Coverage 43.39%
Total Drainage Area (ft l ) (DA)
Calculated Adjusted Impervious Coverage
Percent Impervious(I)
Rv = .05+ .009(I)
Required Storage Voliune (ft3) (PV) = (1.5") (1 "112")xR ,,xDA
Total Length of 24" deep grassed infiltration swale
179 If
Average Flow Area of infiltration swale
12 ft 1
Provided volimie of AA infiltration swale
2,148 ft 3
Total Length of 18" deep grassed infiltration swale
180 U.
Average Flow Area of infiltration swale
6.75 ft 2
Provided volume of BB infiltration swale
1,215 ft 3
Total calculated storage volume provided
3,363 ft'?
Equivalent calculated rainfall event
2.06 in.
Drawdown Calculations
Qdm.down = (SV/SAbottom)/IR
Total Storage Volume Provided
Proposed Basin Bottom .Surface Area (SA bm,,m )
Soil Injrllration Rale
2.00 in/hr
Drawdown Period
Drawdown Period
Drawdown Period is < 5 days
19,285 0.44
43.39 %
44,448 1.02
19,285 0.44
43.39 %
0.44
2,447 ft 3
O.K.
3,363 ft 3
3,363 ft2
0.17 ft3/hr/ft2
6.02 hrs
0.25 days

24' aM . DEPTH
IAOX LATERAL
sTAPE
3'
asa a+
TYPICAL INFILTRATION SWALE
SECTION A -A
NOT T0SCALE
STABUZE VATN PERMANENT
VEGETATIVE COVER
SOPE
y4az,V .p7 TOE IF FEL
l�E FAaE wE](C�ABERM VATED YAiE�u � DEPTH
SWALE ��
GRACE
SECTION A -A
TYPICAL INFILTRATION SWALE
SECTION B-B
w m CML
A�Lt�
L------------1 --1—�—---- -- �
!1 I D I � � � l /L•
I I D PROPOSED GRAVEL
I I + PARKING AND DRIVES 79 F. OF 24" DEER } ulll
! I I y GRASSED INFILTRATION I l f
SWALE
�'y L1 / aFOF 0 REIN TE L/OT/3
PIP4 INV. INAUT 6.0'/ AREAV1,02 A/C./�\ 5
(--T T`T_—I--!`.I 1 /
o
ICI r} I / •
I 1
1
I IIIT ®I / 1 PROPOSED GRAVEL (\ I 1 11
PARKING AND DRIVES 1BG L.F. OF IB' DEEP
GRASSEDSWALE
INFILTRATION 1
�I 1
A-_l,
�L_J��L—1 —L-1—l—L—L�L_I I !
1 / EXISTING BUILDING
1
•v
I
1 EXISTING PAVED DRIVE
DATE:9-23-03
WANCHESE SEAFOOD INDUSTRIAL PARK
FLL
LOT 13 STORMWATER MGMT. OVERVIEW
DRAWN BY: DMR
Ems-%PW arn1aE.
DWG -NO: 384900st3
BISSEµL7PRROFESSIONAALSGROUP
SHEET NO.
SCALE: 1 =30
P.O. Bax IOU KM HAM N.C.27WY
(04 2E1-32M FAX (=) 2E7-17E0

e�
C0''Y
North Carolina
Department of Commerce
Wanchese Seafood Industrial Park
Michael F. Easley, Governor
James T. Fain, ICC, Secretary
October ) 1. 2003
Ms. Gretchen Byrum
District Engineer
1929 North Road Street
Elizabeth City, NC 27909
Re
Dear Gretchen;
Bob Peele, Director
RECEIVED
NOV - 1 2003
DWQ-WARD
Reimbursement Agreement
Wanchese Seafood Industrial Park
Attached is the 'signed Reimbursement Agreement for work ill the Wanchese Seafood
Industrial Park.
-]'lie agreement corers roadway work Ind stormNvater matnagerlicrlt improvements along
the roadway as described and designed by Bissell Professional Group in the Park's
Stormwater Management Plan. The Stormwatcr Management flan calls for the
installation of sedllilellt traps and CLIIVCI•tS a10112 the mAway and the grading of roadway
swIles.
I ��rill contact Coml11crce Fiscal today to begin the process of tr iisferring the funds
mentioned in the Reimbursement Agreement. Please let me know if I need to do
Linything else to move this project forward.
Sincerely,
4; CL
BOB PEELS
Director
North Carolina A Better Place To Be
Post Office Box 549 •Wanchese, North Carolina 27981
Tel: [phone]•Fax: [phone]
seaparkQpinn.net
An Equal Opportunity/Affirmative Action Employer

STATE of NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY LYNDO TIPPE17
GOVL•RNOR SECRETARY
October 28, 2003
Subject: Reimbursable Agreement - Wanchese Seafood Industrial Park
Project No. 36249.2115 - Dare County
Mr. Bob Peele, Director
Wanchese Seafood Industrial Park
P.O. Box 549
Wanchese, NC 27981
Dear Mr. Peele:
This is in reference to your letter, dated September 3, 2003, regarding a request to enter into a
reimbursable agreement with NCDOT, for stormwater improvements within the Park.
Please find attached a copy of requested agreement for your approval and signature.
If additional information is needed, please advise.
Yours very truly,
D.R. Conner, P.E.
Division Engineer -Division One
a .�
G.A. Byrum, E.
Acting Division Maintenance Engineer
pjc
Attachments
cc: District One Office
113 Airport Drive, Suite 100, Edenton, NC 27932 - Phone: [phone] Fax: [phone]

•SEn
North Carolina
I t.l-I 1 1
ti '
SEP 0 3 2 0031
Department of Commerce
Wanchese Seafood Industrial Park
Michael F. Easley, Governor
James T. Fain, M, Secretary
September 3, 2003
Ms. Gretchen Byrum
District Engineer
1929 North Road Street
Elizabeth City, NC 27909
Re:
Dear Gretchen:
Bob Peele, Director
Stor nwater Drainage Improvements
Wanchese Seafood Industrial Park
At this time the Wanchese Seafood Industrial Park wishes to enter into a reimbursable
agreement with NC DOT for stormwater improvements within the Park. The
improvements are necessary for the Park to stay in compliance with its stormwater
management plan and are required by the Division of Water Quality. The improvements
will include the installation of sediment traps and reinforced concrete culverts along the
facility's roadway as well as grading and redefining of the roadway swales.
Let me know when you can meet to discuss details of the project and the agreement.
Thanks for your help in this matter.
Sincerely,
BOB PEELE
Director
North Carolina. A Better Place To Be
Post Office Box 549 •Wanchese, North Carolina 27981
Tel: [phone]•Fax: [phone]
[e-mail]
An F,yual QppottunityJAllirmative Action EmploycT

i
1
NORTH CAROLINA
DARE COUNTY
NORTH CAROLINA DEPARTMENT
OF TRANSPORTATION
10-27-03
REIMBURSEMENT AGREEMENT
AND
WBS: 36249.2115
WANCHESE SEAFOOD INDUSTRIAL PARK
THIS AGREEMENT, made and entered into this the day of
20 , between the DEPARTMENT OF TRANSPORTATION, an agency of the State of
North Carolina, hereinafter referred to as the Department, and the WANCHESE SEAFOOD
INDUSTRIAL PARK, hereinafter referred to as PARK.
WITNESSETH:
WHEREAS, the Park has requested the Department perform various roadway and
drainage improvements at the Wanchese Seafood Industrial Park in Dare County; and;
WHEREAS, the Department, subject to reimbursement by the Park and the
provisions hereinafter set forth, has agreed to perform said work.
NOW, THEREFORE, the parties hereto, each in consideration of the promises and
undertakings of the other as herein provided, do hereby covenant and agree, each with
the other, as follows:
1. This project shall include but not be limited to the following:
(A) Installation of sediment traps and culverts; (B) Grading of roadway swales
to establish positive drainage; (C) Resurface existing parking lot; (D) Construct paved road

r1
by radio station (28 feet wide) with 6 inches of stone base and 2 inches asphalt surface
course.
2. The Park shall grant the Department a "right of entry" onto the park property to
perform the work outside the right of way of SR 1140, Wanchese Seafood Industrial Park
Road. Failures on the part of the Park to provide the Department with a "right of entry" shall
be grounds for the Department to terminate participation in the project.
3. The Department shall be responsible for obtaining all necessary permits and
shall provide the materials, equipment and the labor to accomplish said work and any
subsequent work needed to complete the project. Said work shall be performed in
accordance with Departmental policies, standards, specifications and procedures.
4 The Park shall reimburse the Department one hundred percent (100%) of the
actual cost, including administrative costs, of the work performed by the Department and
associated with the improvements. Based on the estimated cost, the Park shall submit a
check for $145,000 (Items A & B. $126,000; Item C: $15,000; and Item D: $4,000) to the
Department's 1 st Division Engineer upon execution of this Agreement by the Park. Upon
completion of the project, if actual costs exceed the amount of payment, the Park shall
reimburse the Department any underpayment within sixty (60) days of invoicing by the
Department. If the actual cost of the work is less than $145,000, the Department shall
reimburse the Park any overpayment. The Department shall charge a late payment penalty
and interest on any unpaid balance due in accordance with G.S. 147-86.23 and G.S.
105.241.1,
3. It is understood by the parties hereto that all work shall be contained within
the right of way of SR 1140 and the property owned by the Park and that the Park shall

t
remove all utilities in conflict with the work, without any cost or liability whatsoever to the
Department.
4. The Department shall not be responsible for any damages within the Park
property to the improvement work, which may be done by third parties.
5. Upon completion of the improvements, the Park shall release the Department
from all liability and maintenance responsibilities for said work performed on Park property.
To the extent allowed by Law, the Department shall be indemnified and held harmless from
any and all claims for damages that might arise on account of said improvements
performed by the Department under the terms of this Agreement.

0
IN WITNESS WHEREOF, this Agreement has been executed, in duplicate, the day
and year heretofore set out, on the part of the Department and the Park by authority duly
given.
WITNESS W C ESE S NDUSTRIAL PARK
BY: BY:
Title: Director Title: Chairman
Federal Tax Identification Number
Wanchese Seafood Industrial Park
Remittance Address:
Wanchese Seafood Industrial Park
'.0. Rnx 54q
Wanchese N.C. 27981
DEPARTMENT OF TRANSPORTATION
STATE HIGHWAY ADMINISTRATOR
APPROVED AS TO FORM:
ASSISTANT ATTORNEY GENERAL

ACC 4PQ Ao+od
4c 1`. /z//i�d 2-
a �. -
�:���
�.t�.f,1�r, �. �
�, .��
Date Received
04
1
F—ec7aT—ernut
um er
State of North Carolina
�j Department of Environment and Natural Resources
Division of Water Quality
1�
TORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may he photocopied for use as an original RECEIVED
I. GENERAL INFORMA'I']ON \' � ,! `y
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project): NOV' 2 � �2002
North Carolina Department of Commerce [yAn
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Mr. Bob Peele
3. Mailing Address for person listed in item 2 above:
P.O. Box 549
City Wanchcse State NC
'Lip: 27981
Telephone Number: ( 252) 745-1414
4. Project Name (subdivision, facility, or establishment name -should be consistent with project name on plans.
specifications, letters, operation and maintenance agreements, etc.):
Wanchcse Seafood Industrial Park
5. Location of Project (street address):
the intersection of NC 345 and Harbor Rd.
City Wanchcse
County: Dare
6. Directions to project (from nearest major intersection):
Approximately 1/4 of a mile cast of the intersection of NC 345 and Harbor Rd.
7. Latiti 35090' 00" Longitude: 75° 75' 00"
8. Contact person who can answer questions about the project:
Nair Mr. Bob Pecle Telephone Number:
11. PERMIT INFORMATION:
l . Specify whether project is (check or New Renewal
of project
[phone]
_X Modification
i -�
Form S W U-101 Version 3.99 Page 1 of 4

2. If this application is being submitted as a result of a renewal or modification to an existing permit, list the
existing permit number and its issue date (if known)
3. Specify the type of project (check one):
Low Density X High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
CAMA Major Sedimentation/Erosion Control 404/401 Permit NPDE;
Information on required state permit can be obtained by contacting the Customer Service Center at
1-877-623-6748
Ill. PROJECT INFORMATION
I. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
Stormwater runoff from all impervious surfaces will flow overland into vegetative filters
that will convey flow, through velocity dissipaters, into the infiltration swales & basins
2. Stormwater runoff from this project drains to the
3. `total Project Area: 38.56
Roanoke Sound
River Basin
acres 4. Project Built Upon Area: 44.82%
5. How many drainage areas does the project have? 4
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 fomiat as below.
-.Basin In;.'
ffohnation , < ,
,.'>. {,. j ;giiu.
w�Draunagc Area>l ,
,6 -
.airi e ..•6 sy
Draitiagc Area 2 '. .-
r-t..3
Drun�t i Area,3
Receiving Stream Name
See Attached Calcs
See Attached Calcs
See Attached Calcs
Receiving Stream Class
Drainage Area
Existing Impervious* Area
Proposed Impervious* Area
N Impervious* Area (total)
Impervious*• Surfacc.Area
Drainage Arcail ,;'
S' Draitiagc.Area 2,.
`nDraiiiags .Aiea.3
Future On -Site Buildings
See Attached Calcs
See Attached Calcs
See Attached Calcs
On -Site Streets
On -Site Parking
Other On -Site
Off -Site
% Impervious* Area (total)
*Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sideivalkS, -Mvel areas, etc.
Form S W U-101 Version 3.99 Page 2 of 4

How was the off -site impervious area listed above derived? NIA
IV. I)F,EI) RES'I'RIC`I'IONS ANI) I'ROTEC'I'IVE COVENANTS
The following italicized deed restrictoins 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 permit
number as issued by the Division of Water Quality. I here covenan
may not be changed or Belted without consent of the State.
2. No more than square feet of any lot shrill be covered by structures or impervious materials.
Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material but do not include
wood decking or the water surface of swinuning pools.
3. Sivales shall not be filled in, piped, or altered except ris necessray to provide driveway crossings.
4. Built -upon area in excess of the permitted un►ount requires a state storrnwater management permit modification
prior to construction.
5. All permitted runofffrom outpareels or future development shall be directed into the permitted storrnwater control
systein. 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, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted
for each BMP specified for this project. Contact the Storrnwater and General Permits Unit at [phone]
for the status and availability of these forms.
Form SWU-102
Wet Detention Basin Supplement
Form SWU-103
Infiltration Basin Supplement
Form SWU-104
Low Density Supplement
Form SWU-105
Curb Outlet System Supplement
Form SWU-106
Off -Site System Supplement
Form SWU-107
Underground Infiltration Trench Supplement
Form SWU-108
Neuse River Basin Supplement
Form SWU-109
Innovative Best Management Practice Supplement
Form SWU-IOt Version 3.99 Page 3 of

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will he accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
Please indicate that you have provided the following required information by initaling in the space provided
next to each item.
• Original and one copy of the Stormwater Management Permit Application Form
• One copy of the applicable Supplement Form(s) for each BMP
• Permit application processing fee of $420 (payable to NCDENR)
• Detailed narrative description of Stormwater treatment/management
• 'Two copies of plans and specifications, including:
- Development/Project Name
- Engineering and firm
Legend
- North arrow
- Scale
Revision number & date
- Mean high water line
- Dimensioned propertylproject boundary
Location map with named streets or NCSR numbers
Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
Existing drainage (including off -site), drainage casements, pipe sizes, runoff calculations
Drainage areas delineated
Vegetated buffers (where required)
VII. AC ENT AUTHORIZATION
f you wish to desginate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm):
Mailing Address:
City
Phone:
Vlll APPLICANT'S CERTIFICATION
Statc:
Zip
Fax:
Initials
[)MR
UMK
DMR
DMR
DMR
1, (hrint or type name of person listed in General Information, itent 2) Mr. Bob Peele
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requuirements of' 15A
NCAC 2H .1000.
Signature
Date:
Form SWU-101 Version 3.99 false 4 of

Permit No.
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DDZ.Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a stormwater management permit application, an
infiltration basin supplement for each system, design calculations, soils report and plans and specifications
showing all stormwater conveyances and system details.
L PROJECT INFORMATION
Project Name: W�� �}�S G GIFA_Foo b E ti t-)L)r 21 A L
Contact Person: -M2 . Flo ES [cE 1 r_- Phone Number: (ZSZ) 4 7G - 1414
This worksheet applies to: Basin No.
(as identified on plans)
in Drainage Area I
(from Form SWU-101)
IL DESIGN INFORMATION - Attach supporting calculations/documentation. The soils report must be
based upon an actual field investigation and soil borings. County soil maps are not an acceptable
source of soils information. All elevations shall be in feet mean sea level (fmsl).
Soils Report Summary
Soil Type
Infiltration Rate
SHWT Elevation
Basin Design Parameters
Design Storm
Design Volume
Drawdown Time
Basin Dimensions
Basin Size
Basin Volume Provided
Basin Elevations
Bottom Elevation
Storage Elevation
Top Elevation
r/ „
2- <o in/hr or cf/hr/sf (circle appropriate units) UTi L I zE
t,
+ fmSl (Seasonal High Water Table elevation)
(. 5 inch (1.5 inch event for SA waters, 1 inch event for others)
t&' 10Z c.f.
L..E`sS IHAAj I days
S AirACHU-D Frew) 307 y
ft. x j ft. = sq. ft. (bottom dimensions)
�� l4 c.f. +- 1 G{t 500 e.F, FQoM 1A'F=1 .. S wALES
6,0 fmsl
7 "' fmsl
0.0 fmsl
Form SWU-103 Rev 3.99 Page t of 3

III. REQUIRED ITEMS CHECKLIST
r-= The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Coe,,
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate that the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. Attach justification if a requirement has not been met.
Applicants Initials
a. System is located 50 feet from class SA waters and 30 feet from other surface waters.
b_ System is located at least 100 feet from water supply wells.
c. Bottom of system is at least 2 feet above the seasonal high water table.
d. Bottom of the system is 3 feet above any bedrock or impervious soil horizon.
e. System is not sited on or in fill material or DWQ approval has been obtained.
f.
System is located in a recorded drainage easement for the purposes. of operation and
maintenance and has recorded access easements to the nearest public right-of-way.
g.
Drainage area for the device is less than 5 acres.
h.
Soils have a minimum hydraulic conductivity of 0.52 inches per hour and soils report is
attached.
i.
System captures and infiltrates the runoff from the first 1.0 inch of rainfall (1.5 inch event
for areas draining to SA waters ). Design volume and infiltration calculations attached.
j.
System is sized to take into account the runoff at the ultimate built -out potential from all
surfaces draining to the system, including any off -site drainage. Calculations attached.
k.
All side slopes stabilized with vegetated cover are no steeper than 3:1 (H:V).
1.
A pretreatment device such as a catch basin, grease trap, filter strip, grassed swale or
sediment trap is provided.
in.
Bottom of the device is covered with a layer of clean sand to an average depth of 4 inches
or dense vegetative cover is provided.
n.
Vegetated filter is provided for overflow and detail is shown on plans (Required minimum
length is 50 feet for SA waters, 30 feet for other waters).
o.
Flow distribution mechanism within the basin is provided.
,- p.
A benchmark is provided to determine the sediment accumulation in the pretreatment
device.
q:
Runoff in excess of the design volume bypasses off-line'systems (bypass detail provided).
r.
System is designed to draw down the design storage volume to the proposed bottom
elevation under seasonal high water conditions within five days. A soils report and all
pertinent draw -down calculations are attached.
s.
Plans ensure that the installed system will meet design specifications (constructed or
restored) upon initial operation once the project is complete and the entire drainage area is
stabilized.
Form SWU-lo3 Rev 3.99 Page 2 of 3

IV. INFILTRATION BASIN OPERATION AND MAINTENANCE AGREEMENT
1. After every runoff producing rainfall event and at [cast monthly inspect the infiltration system for erosion,
trash accumulation, vegetative cover, and general condition.
2. Repair eroded areas immediately, re -seed as necessary to maintain adequate vegetative cover, mow
vegetated cover to maintain a maximum height of six inches, and remove trash as needed.
3. After every runoff producing rainfall event and at least monthly inspect the bypass, inflow and overflow
structures for blockage and deterioration. Remove any blockage and repair the structure to approved design
specifications.
4. Remove accumulated sediment from the pretreatment system and infiltration basin annually or when depth
in the pretreatment unit is reduced to 75% of the original design depth. The system shall be restored to the
original design depth without over -excavating. Over -excavating may cause the required water table
separation to be reduced and may compromise the ability of the system to perform as designed. Removed
sediment shall be disposed of in an appropriate manner and shall not be handled in a manner that will
adversely impact water quality (i.e. stockpiling near a stormwater treatment device or stream, etc.).
A benchmark shall be established in the pretreatment unit. The benchmark will document the original
design depth so that accurate sediment accumulation readings can be taken. The measuring device used to
determine the depth at the benchmark shall be such that it will give an accurate depth reading and not
readily penetrate into accumulated sediments.
When the design depth reads "/A feet in the pretreatment unit, the sediment shall he
removed from both the pretreatment unit and the infiltration basin.
5. If the Division determines that the system is failing, the system will immediately be repaired to original
design specifications. If the system cannot be repaired to perform its design function, other stormwater
control devices as allowed by NCAC 21-1 .1000 must be designed, approved and constnicted.
I acknowledge and agree by my signature below that I am responsible for the performance of the five
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print Name and Title:_--- r�/Z
Address: PO, BOX 54q . WA&CHiySU, NG 27e(81
C252)Q m14
Signature:
Date: _ I/ 14f--Oo2
Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and a
resident of the subdivision has been named the president.
i, _ M►CIIA15L W. ;?Ab%IWS41W , a Notary Public for the State of 1.161Lt44 CA120L%WA , County of
pAiZB do hereby certify that OOPS fU a personally appeared before me this
day of N 00eemW%L 7 and acknowledge the due execution of the forgoing infiltration basin maintenance requirements.
Witness myhandyand'official seal,
e i
SEAT: - �.f1911r�f`fo e My commission expires_ l2.46.Oe4.
Fonn.SWU. 103, ,ARev 3f99e Page 3 of 3
. o

Permit No.
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMT APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWQ Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a stormwater management permit application, an
infiltration basin supplement for each system, design calculations, soils report and plans and specifications
showing all stormwater conveyances and system details.
I. PROJECT INFORMATION
Project Name: �S1r G1=AFooD i1uDU-,TiZtAL PA2Y
Contact Person: M iz . R e�, r-> E LJ:—: Phone Number. (ZSZ) 4 7G - { 414
This worksheet applies to: Basin No
Z
(as identified on plans)
in Drainage Area 2
(from form SWU-101)
H. DESIGN INFORMATION - Attach supporting calculations/documentation. The soils report must be
based upon an actual field investigation and soil borings. County soil maps are not an acceptable
source of soils information. All elevations shall be in feet mean sea level (fmsl).
Soils Report Summary
Soil Type
Infiltration Rate
SHWT Elevation
Basin Design Parameters
Design Storm
Design Volume
Drawdown Time
5yyir>Y LoAm
2 - (0 in/hr or cf/l r/sf (circle appropriate units)
42> rt
fmsl (Seasonal High Water Table elevation)
1.5 inch (1.5 inch event for SA waters, 1 inch event for others)
5.751 c.f.
L Ess THE E days
Basin Dimensions
C krrAc H Eb
RAN 5�
SZ 8
Basin Size
-44— ft. x
ft. =
—sq. ft. (bottom dimensions)
Basin Volume Provided
6,561 c.f. + 30,7G& c.F
OF lw("iL-.
Basin Elevations
Bottom Elevation
Storage Elevation
Top Elevation
Form SWU-103 Rev 3.99
61QO fmsl
6.85 fmsl
ca fmsl
Page 1 of 3

III. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Coe
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate that the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. Attach justification if a requirement has not been met.
Applicants Initials
a. System is located 50 feet from class SA waters and 30 feet from other surface waters.
b. System is located at least 100 feet from water supply wells.
c. Bottom of system is at least 2 feet above the seasonal high water table.
d. Bottom of the system is 3 feet above any bedrock or impervious soil horizon.
e. System is not sited on or in fill material or DWQ approval has been obtained.
€.
System is located in a recorded drainage easement for the purposes of operation and
maintenance and has recorded access easements to the nearest public right-of-way.
g.
Drainage area for the device is less than 5 acres.
h.
Soils have a minimum hydraulic conductivity of 0.52 inches per hour and soils report is
attached.
i.
System captures and infiltrates the runoff from the first 1.0 inch of rainfall (1.5 inch event
for areas draining to SA waters ). Design volume and infiltration calculations attached.
j.
System is sized to take into account the runoff at the ultimate built -out potential from all
surfaces draining to the system, including any off site drainage. Calculations attached.
k.
All side slopes stabilized with vegetated cover are no steeper than 3:1 (H:V).
1.
A pretreatment device such as a catch basin, grease trap, filter strip, grassed swale or
sediment trap is provided.
in.
Bottom of the device is covered with a layer of clean sand to an average depth of 4 inches
or dense vegetative cover is provided.
n.
Vegetated filter is provided for overflow and detail is shown on plans (Required minimum
length is 50 feet for SA waters, 30 feet for other waters).
-- o.
Flow distribution mechanism within the basin is provided.
p.
A benchmark is provided to determine the sediment accumulation in the pretreatment
{
device.
J q.
Runoff in excess of the design volume bypasses off-line systems (bypass detail provided).
r.
System is designed to draw down the design storage volume to the proposed bottom
elevation under seasonal high water conditions within five days. A soils report and all
pertinent draw -down calculations are attached. +
s.
Plans ensure that the installed system will meet design specifications (constructed or
restored) upon initial operation once the project is complete and the entire drainage area is
stabilized.
Form SWU-103 Rev 3.99 Page 2 of 3

IV. INFILTRATION BASIN OPERATION AND MAINTENANCE AGREEMENT
1. After every runoff producing rainfall event and at least monthly inspect the infiltration system for erosion,
trash accumulation, vegetative cover, and general condition.
2. Repair eroded areas immediately, re -seed as necessary to maintain adequate vegetative cover, mow
vegetated cover to maintain a maximum height of six inches, and remove trash as needed.
3. After every runoff producing rainfall event and at least monthly inspect the bypass, inflow and overflow
structures for blockage and deterioration. Remove any blockage and repair the structure to approved design
specifications.
4. Remove accumulated sediment from the pretreatment system and infiltration basin annually or when depth
in the pretreatment unit is reduced to 75% of the original design depth. The system shall be restored to the
original design depth without over -excavating. Over -excavating may cause the required water table
separation to be reduced and may compromise the ability of the system to perform as designed. Removed
sediment shall be disposed of in an appropriate manner and shall not be handled in a manner that will
adversely impact water quality (i.e. stockpiling near a stormwater treatment device or stream, etc.).
A benchmark shall be established in the pretreatment unit. The benchmark will document the original
design depth so that accurate sediment accumulation readings can be taken. The measuring device used to
determine the depth at the benchmark shall be such that it will give an accurate depth reading and not
readily penetrate into accumulated sediments,
When the design depth reads "/A feet in the pretreatment unit, the sediment shall be
removed from both the pretreatment unit and the infiltration basin.
5. If the Division determines that the system is failing, the system will immediately be repaired to original
design specifications. If the system cannot be repaired to perform its design function, other stormwater
control devices as allowed by NCAC 2H .1000 must be designed, approved and constructed.
I acknowledge and agree by my signature below that I am responsible for the performance of the five
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print Name and Title:7t�E�� �f�rL'TGIZ
Address: P0• Box E;4q I WA►�;HE1, , NC Z7'(81
Phone: (2 5Z) 4' f 4 i �Date: _ �//- _ -
Signature:
Note: The legally responsible party should not be a homeowners association tin less more than 50% of the lots have been sold and a
resident of the subdivision has been named the president.
I, _ MleQWEL W. V_hPa+NSGW a Notary Public for the State of_146ILTO CgFAU11466 County of
DA1Z8 , do hereby certify that 30% IP66Le personally appeared before me this
day of 000f-M &V- 2067- , and acknowledge the due execution of the forgoing infiltration basin maintenance requirements.
Witness my hand anai"official seal,
�,' ,f✓1 y, L4 S '
SEAL �';? ;.'`�� - _ My commission expires 12.06
i Ea
!} et
Fonn SWU=i-0.,.,:Re'v 3;�9� Page 3 of 3
1 �

Permit No.
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
RECEIVED
INFILTRATION BASIN SUPPLEMENT
This form may be photocopied for use as an original NOV 2 0 2002
DWZStormwater Management Plan Review: D W RO
A complete stormwater management plan submittal includes a stormwater management permii, application, an
infiltration basin supplement for each system, design calculations, soils report and plans and specifications
showing all stormwater conveyances and system details.
I. PROJECT INFORMATION
Project Name: VVAmC
>=AfcD
1tiDU5T2iAt_ R,(ZI
Contact Person:
"rz . Po t3
PC E LC—
Phone Number: (ZSZ) 7G - { 414
This worksheet applies to: Basin No.
(as identifeed on plans)
in Drainage Area 3
(from Form SWU-101)
II. DESIGN INFORMATION - Attach supporting calculations/documentation. The soils report must be
based upon an actual field investigation and soil borings. County soil maps are not an acceptable
source of soils information. All elevations shall be in feet mean sea level (fmsl).
Soils Report Summary
Soil Type
Infiltration Rate
SHWT Elevation
Basin Design Parameters
Design Storm
Design Volume
Drawdown Time
Basin Dimensions
Basin Size
Basin Volume Provided
Basin Elevations
Bottom Elevation
Storage Elevation
Top Elevation
Form SWU-103 Rev 3.99
5PwDY Lo4M
2 (0" in/hr or c9hr/sf (circle appropriate units)
+ fmSl (Seasonal High Water Table elevation)
inch (1.5 inch event for SA waters, 1 inch event for others)
7, &Z c.f.
LE55 rt44aN l days
( $Er= ATrA H ea RAO-)
ft. x ft. _ �� sq. ft. (bottom dimensions)
Za4 c.f. + BASiN 44 5,Z,6A4 G.F :5WALe
5 - nb fmsl
6.17 fmsl
7- °O fmsl
Page 1 of 3

III. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Coe,
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate that the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. Attach justification if a requirement has not been met.
r",r"` (! Q V1 114
Applicants'Initiais
a. System is located 50 feet from class SA waters and 30 feet from other surface waters.
b. System is located at least 100 feet from water supply wells.
c. Bottom of system is at least 2 feet above the seasonal high water table.
d. Bottom of the system is 3 feet above any bedrock or impervious soil horizon.
e. System is not sited on or in fill material or DWQ approval has been obtained.
f. System is located in a recorded drainage easement for the purposes of operation and
maintenance and has recorded access easements to the nearest public right-of-way.
g. Drainage area for the device is less than 5 acres.
h. Soils have a minimum hydraulic conductivity of 0.52 inches per hour and soils report is
attached.
C - L System captures and infiltrates the runoff from the first 1.0 inch of rainfall (1.5 inch event
for areas draining to SA waters ). Design volume and infiltration calculations attached.
j. System is sized to take into account the runoff at the ultimate built -out potential from all
surfaces draining to the system, including any off -site drainage. Calculations attached.
k. All side slopes stabilized with vegetated cover are no steeper than 3:1 (H:V).
1. A pretreatment device such as a catch basin, grease trap, filter strip, grassed swale or
sediment trap is provided.
in. Bottom of the device is covered with a layer of clean sand to an average depth of 4 inches
or dense vegetative cover is provided.
n. Vegetated filter is provided for overflow and detail is shown on plans (Required minimum
length is 50 feet for SA waters, 30 feet for other waters).
o. Flow distribution mechanism within the basin is provided.
p. A benchmark is provided to determine the sediment accumulation in the pretreatment
device.
Y? q. Runoff in excess of the design volume bypasses off-line systems (bypass detail provided).
r. System is designed to draw down the design storage volume to the proposed bottom
elevation under seasonal high water conditions within five days. A soils report and all
pertinent draw -down calculations are attached.
9
/ s. Plans ensure that the installed system will meet design specifications (constructed or
restored) upon initial operation once the project is complete and the entire drainage area is
stabilized.
Form SWU-103 Rev 3.99 Page 2 of 3

IV. INFILTRATION BASIN OPERATION AND MAINTENANCE AGREEMENT
1. After every runoff producing rainfall event and at least monthly inspect the infiltration system for erosion,
trash accumulation, vegetative cover, and general condition.
2. Repair eroded areas immediately, re -seed as necessary to maintain adequate vegetative covcr, mow
vegetated cover to maintain a maximum height of six inches, and remove trash as needed.
3. After every runoff producing rainfall event and at least monthly inspect the bypass, inflow and overflow
structures for blockage and deterioration. Remove any blockage and repair the stricture to approved design
specifications.
4. Remove accumulated sediment from the pretreatment system and infiltration basin annually or when depth
in the pretreatment unit is reduced to 75% of the original design depth. The system shall be restored to the
original design depth without over -excavating. Over -excavating may cause the required water table
separation to be reduced and may compromise the ability of the system to perform as designed. Removed
sediment shall be disposed of in an appropriate manner and shall not be handled in a manner that will
adversely impact water quality (i.e. stockpiling near a stormwater treatment device or stream, etc.).
A benchmark shall be established in the pretreatment unit. The benchmark will document the original
design depth so that accurate sediment accumulation readings can be taken. The measuring device used to
determine the depth at the benchmark shall be such that it will give an accurate depth reading and not
readily penetrate into accumulated sediments.
When the design depth reads "/%, feet in the pretreatment unit, the sediment shall be
removed from both the pretreatment unit and the infiltration basin.
5. If the Division determines that the system is failing, the system will immediately be repaired to original
design specifications. If the system cannot be repaired to perform its design function, other stormwater
control devices as allowed by NCAC 21­1 .1000 must be designed, approved and constructed.
I acknowledge and agree by my signature below that I am responsible for the performance of the Five
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print Name and Title:_ B R_ LC — 1i0i C_7_Q%Z _ µ
Address: 4. Box 5*1 WA&CHrSC, AX 27 t8I
Phone: (2 52) 4-'- (4 A Date: - d
Signature:
Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and a
resident of the subdivision has been named the president.
I, _ M16161AVt W. I2_A%1WSGM , a Notary Public for the State of 96YLT4 CA251L,-14A , County of
�AQJE do hereby certify that 90% ?CeLE personally appeared before me this
day of NO%)�fA%L ?AOZ , and acknowledge the due execution of the forgoing infiltration basin maintenance requirements.
Witness my.hand,and'official seal,
SEAL :- ".r� t ' , ^4, `; My commission expires 12,06'
-
w3
For -in S% U-103.. „Rev 3`,99 Page 3 of 3

Permit No.
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION Fg10EIVED
INFILTRATION BASIN SUPPLEMENT NOV 2 0 2002
This form may be photocopied for use as an original
lWS2 Starmwater Management Plan Review:
DWQ-WARO
A complete stormwater management plan submittal includes a stormwater management permit application, an
infiltration basin supplement for each system, design calculations, soils report and plans and specifications
showing all stormwater conveyances and system details.
I. PROJECT INFORMATION
Project Name : "C4E-Gi~ GFiAFdcaD It L VrTiziAL R2r
Contact Person: _ .. "M . � � rCE l.. C— Phone Number: (ZSZ) 4 7G - 141�
This worksheet applies to: Basin No. A in Drainage Area 5
(as identified on plans) (from Form SWU-1 d1)
II. DESIGN INFORMATION - Attach supporting calculations/documentation. The soils report must be
based upon an actual field investigation and soil borings. County soil maps are not an acceptable
source of soils information. All elevations shall be in feet mean sea level (fmsl).
Soils Report Summary
Soil Type
Infiltration Rate
SHWT Elevation
Basin Design Parameters
Design Storm
Design Volume
Drawdown Time
Basin Dimensions
Basin Size
Basin Volume Provided
Basin Elevations
Bottom Elevation
Storage Elevation
Top Elevation
s� .,
L - „ in/hr or cffhr/sf (circle appropriate units)
1/
+ fmsl (Seasonal High Water Table elevation)
t-t2
inch (1.5 inch event for SA waters, 1 inch event for others)
3Z 5&,S c.f.
L'E6,s, T"A�J 1 days
(5EL- An^&He-z> Pi~AN!5
ft. x ft. = 4.86(o sq. ft. (bottom dimensions)
Y �S c.f. + Bad,., -�5 4 ".5Z,oA4 or- 1NFa. 5vjAl-G
5', oo fmsl
6. `7 fmsl
706 fmsl
Form SWU-103 Rev 3.99 Page 1 of 3

III. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Coe -
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate that the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. Attach justification if a requirement has not been met.
Applicants Initials
a. System is located 50 feet from class SA waters and 30 feet from other surface waters.
b. System is located at least 100 feet from water supply wells.
c. Bottom of system is at least 2 feet above the seasonal high water table.
d. Bottom of the system is 3 feet above any bedrock or impervious soil horizon.
e. System is not sited on or in fill material or DWQ approval has been obtained.
f. System is located in a recorded drainage easement for the purposes of operation and
maintenance and has recorded access easements to the nearest public right-of-way.
g. Drainage area for the device is less than 5 acres.
h. Soils have a minimum hydraulic conductivity of 0.52 inches per hour and soils report is
attached.
i. System captures and infiltrates the runoff from the first 1.0 inch of rainfall (1.5 inch event
for areas draining to SA waters ). Design volume and infiltration calculations attached.
j. System is sized to take into account the runoff at the ultimate built -out potential from all
surfaces draining to the system, including any off -site drainage. Calculations attached.
k. All side slopes stabilized with vegetated cover are no steeper than 3:1 (H:V).
1. A pretreatment device such as a catch basin, grease trap, filter strip, grassed swale or
sediment trap is provided.
m. Bottom of the device is covered with a layer of clean sand to an average depth of 4 inches
or dense vegetative cover is provided.
n. Vegetated filter is provided for overflow and detail is shown on plans (Required minimum
length is 50 feet for SA waters, 30 feet for other waters).
o. Flow distribution mechanism within the basin is provided.
p. A benchmark is provided to determine the sediment accumulation in the pretreatment
device. '
q. Runoff in excess of the design volume bypasses off-line systems (bypass detail provided).
r.
X S.
System is designed to draw down the design storage volume to the proposed bottom
elevation under seasonal high water conditions within five days. A soils report and all
pertinent draw -down calculations are attached.
Plans ensure that the installed system will meet design specifications (constructed or
restored) upon initial operation once the project is complete and the entire drainage area is
stabilized.
Form 5WU-103 Rev 3.99 Page 2 of 3

IV. INFILTRATION BASIN OPERATION AND MAINTENANCE AGREEMENT
1. After every runoff producing rainfall event and at least monthly inspect the infiltration system for erosion,
trash accumulation, vegetative cover, and general condition.
2. Repair eroded areas immediately, re -seed as necessary to maintain adequate vegetative cover, mow
vegetated cover to maintain a maximum height of six inches, and remove trash as needed.
3. After every runoff producing rainfall event and at least monthly inspect the bypass, inflow and overflow
structures for blockage and deterioration. Remove any blockage and repair the structure to approved design
specifications.
4. Remove accumulated sediment from the pretreatment system and infiltration basin annually or when depth
in the pretreatment unit is reduced to 75% of the original design depth. The system shall be restored to the
original design depth without over -excavating. Over -excavating may cause the required water table
separation to be reduced and may compromise the ability of the system to perform as designed. Removed
sediment shall be disposed of in an appropriate manner and shall not be handled in a manner that will
adversely impact water quality (i.e. stockpiling near a stormwater treatment device or stream, etc.).
A benchmark shall be established in the pretreatment unit. The benchmark will document the original
design depth so that accurate sediment accumulation readings can be taken. The measuring device used to
determine the depth at the benchmark shall be such that it will give an accurate depth reading and not
readily penetrate into accumulated sediments.
When the design depth reads u/4 feet in the pretreatment unit, the sediment shall be
removed from both the pretreatment unit and the infiltration basin.
5. If the Division determines that the system is failing, the system will immediately be repaired to original
design specifications. If the system cannot be repaired to perform its design function, other stormwater
control devices as allowed by NCAC 2H .1000 must be designed, approved and constructed.
I acknowledge and agree by my signature below that I am responsible for the performance of the five
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print Name and Title:_ &a R?E.E-- — I a-LC/Z
Address: PO. BOX 54'1 WAnZHE-,F. _tiG 7_7 [81
Phone: �Za�) -` (4A Date:,
Signature:
Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and a
resident of the subdivision has been named the president.
i, K16UAEL 44. Fr4%o HS614 , a Notary Public for the State of 969-TN CA>mLWb* County of
DAZE , do hereby certify that 30Pj PC6Le personally appeared before me this AL*
day of _ No%) 1"►MGV_ , _7, and acknowledge the due execution of the forgoing infiltration basin maintenance requirements.
Witness rny.hand.,; d official seal,
SEAL
n
Form S WU= l 03..,Re"v
My commission expires 12 ^D6 - C
Page 3 of 3

Permit No.
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
RECEIVED
INFILTRATION BASIN SUPPLEMENT t1
This form may be photocopied far use as an original NOV 2 0 2002
DWQ Stormwater Management Plan Review: qWO-:WA®
A complete stormwater management plan submittal includes a stormwater managemen pertrut application, an
infiltration basin supplement for each system, design calculations, soils report and plans and specifications
showing all stormwater conveyances and system details.
I. PROJECT INFORMATION
Project Name: _ WA c4g-GF GIFA1--COD Eti+DU5rrziAl- FA21-,
Contact Person: M rz . P-�o E--' r—t-7E t C- Phone Number: (ZSZ) 4 7G - 141 /4
This worksheet applies to: Basin No.
5
(as identified on plans)
in Drainage Area
(from Form SWU-101)
II. DESIGN INFORMATION - Attach supporting calculations/documentation. The soils report must be
based upon an actual field investigation and soil borings. County soil maps are not an acceptable
source of soils information. All elevations shall be in feet mean sea level (fmsl).
Soils Report Summary
Soil Type
Infiltration Rate
SHWT Elevation
Basin Design Parameters
Design Storm
Design Volume
Drawdown Time
Basin Dimensions
Basin Size
Basin Volume Provided
Basin Elevations
Bottom Elevation
Storage Elevation
Top Elevation
LzAM
2 - � in/hr or cffhr/sf (circle appropriate units)
+ fmsl (Seasonal High Water Table elevation)
[.5
inch (1.5 inch event for SA waters, 1 inch event for others)
8 Zas c.f.
L561, days
CSCE ATrACi4ED PtviS)
ft. x ft. = 73q sq
Z�fl c.f. + BA5W 6 4 33,Z28 aF INF�L.
Z4, oo fmsl
7 , ; ` fmsl
e;� • pO fmsl
ft. (bottom dimensions)
5 �VAti-G
Farm SWU-103 Rev 3.99 Page 1 of 3

III. REQUIRED ITEMS CHECKLIST
�. The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Coe,
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate that the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. Attach justification if a requirement has not been met.
(-n ^ii /) (i a I-IIr
Applicants -Initials
a. System is located 50 feet from class SA waters and 30 feet from other surface waters.
b. System is located at least 100 feet from water supply wells.
c. Bottom of system is at least 2 feet above the seasonal high water table.
d. Bottom of the system is 3 feet above any bedrock or impervious soil horizon.
e. System is not sited on or in fill material or DWQ approval has been obtained.
f. System is located in a recorded drainage easement for the purposes of operation and
maintenance and has recorded access easements to the nearest public right-of-way.
g. Drainage area for the device is less than 5 acres.
h. Soils have a minimum hydraulic conductivity of 0.52 inches per hour and soils report is
attached.
i. System captures and infiltrates the runoff from the first 1.0 inch of rainfall (1.5 inch event
for areas draining to SA waters ). Design volume and infiltration calculations attached.
j. System is sized to take into account the runoff at the ultimate built -out potential from all
surfaces draining to the system, including any off -site drainage. Calculations attached.
k- All side slopes stabilized with vegetated cover are no steeper than 3:1 (H:V).
1. A pretreatment device such as a catch basin, grease trap, filter strip, grassed swale or
sediment trap is provided.
r m. Bottom of the device is covered with a layer of clean sand to an average depth of 4 inches
or dense vegetative cover is provided.
` n. Vegetated filter is provided for overflow and detail is shown on plans (Required minimum
length is 50 feet for SA waters, 30 feet for other waters).
-- o. Flow distribution mechanism within the basin is provided.
-�- p. A benchmark is provided to determine the sediment accumulation in the pretreatment
{ device.
YJ q. Runoff in excess of the design volume bypasses off-line systems (bypass detail provided).
2 r: System is designed to draw down the design storage volume to the proposed bottom
elevation under seasonal high water conditions within five days. A soils report and all
pertinent draw -down calculations are attached.
' s. Plans ensure that the installed system will meet design specifications (constructed or
restored) upon initial operation once the project is complete and the entire drainage area is
stabilized.
Form SWU-103 Rev 3.99 Page 2 of 3

IV. INFILTRATION BASIN OPERATION AND MAINTENANCE AGREEMENT
1. After every runoff producing rainfall event and at least monthly inspect the infiltration system for erosion,
trash accumulation, vegetative cover, and general condition.
2. Repair eroded areas immediately, re -seed as necessary to maintain adequate vegetative cover, mow
vegetated cover to maintain a maximum height of six inches, and remove trash as needed.
3. After every ntnoff producing rainfall event and at least monthly inspect the bypass, inflow and overflow
structures for blockage and deterioration. Remove any blockage and repair the structure to approved design
specifications.
4. Remove accumulated sediment from the pretreatment system and infiltration basin annually or when depth
in the pretreatment unit is reduced to 75% of the original design depth. The system shall be restored to the
original design depth without over -excavating. Over -excavating may cause the required water table
separation to be reduced and may compromise the ability of the system to perform as designed. Removed
sediment shall be disposed of in an appropriate manner and shall not be handled in a manner that will
adversely impact water quality (i.e. stockpiling near a stormwater treatment device or stream, etc.).
A benchmark shall be established in the pretreatment unit. The benchmark will document the original
design depth so that accurate sediment accumulation readings can be taken. The measuring device used to
determine the depth at the benchmark shall be such that it will give an accurate depth reading and not
readily penetrate into accumulated sediments.
When the design depth reads AJ/A feet in the pretreatment unit, the sediment shall be
removed from both the pretreatment unit and the infiltration basin.
5. If the Division determines that the system is failing, the system will immediately be repaired to original
design specifications. If the system cannot be repaired to perform its design function, other stormwater
control devices as allowed by NCAC 2H .1000 must be designed, approved and constructed.
I acknowledge and agree by my signature below that I am responsible for the performance of the five
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print Name and Title: &B aac- — I I ecG. 2
Address: FAO• Box 54 q , WAi cHE5 , NG Z7 t� I _
Phone: T _C25�� Q 'T W t4 A Date:
Signature:
Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and a
resident of the subdivision has been named the president.
I, MicOASL W. %owse -S a Notary Public for the State of L16%T14 CAQ6U144 County of
DAQE do herebycertify that DOA MLE
y personally appeared before me this
day or— A00C ►[WIL 2002, . and acknowledge the due execution of the forgoing infiltration basin maintenance requirements.
Witness my -hand and"official sea],
SEAL y',,:"s "G,-,,. My commission expires
Form SWU=•10 ., ;Rev 3`�9�=' Page 3 of 3

Permit No.
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION�FO�IZ MEIVED
INFILTRATION BASIN SUPPLEMENT NOV 2 0 2002
This form may be photocopied far use as an original DW Q-W n DO
DWQ Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a stormwater management permit application, an
infiltration basin supplement for each system, design calculations, soils report and plans and specifications
showing all stormwater conveyances and system details.
I. PROJECT INFORMATION
Project Name: yAwC4 SiF GEAR60D [/,JUVe7,-r2iAL Ps�(zr - -
Contact Person: /�r-. �o� �C-Es,✓C— Phone Number: (ZSZ) 7G- 1414
This worksheet applies to: Basin No.
0
(as identified on plans)
in Drainage Area 4
(from Form SWU-101)
II. DESIGN INFORMATION - Attach supporting calculations/documentation. The soils report must be
based upon an actual field investigation and soil borings. County soil maps are not an acceptable
source of soils information. All elevations shall be in feet mean sea level (fmsi).
Soils Report Summary
Soil Type 5A+jt>`( LOAM
Infiltration Rate _ in/hr or cf/hr/sf (circle appropriate units)
SHWT Elevation fmsl (Seasonal High Water Table elevation)
Basin Design Parameters
Design Storm 5 inch (1.5 inch event for SA waters, I inch event for others)
Design Volume 2$ Z�5 c.f.
Drawdown Time [-,51* TfiAk) � days
Basin Dimensions ATTAaiEb Rah)
Basin Size ft. x ft. = Z,410 sq. ft. (bottom dimensions)
Basin Volume Provided 7411 c.f. -i [3A6+N 5 -i 33,2�9 OF 'Air -IL- SWALG-
Basin Elevations
Bottom Elevation
Storage Elevation
Top Elevation
°O fmsl
7, 3 fmsl
8 ' fmsl
Form SVM-103 Rev 3.99 Page 1 of 3

III. REQUIRED ITEMS CHECKLIST
�. The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative CoC.
Section: 15 A NCAC 2H .1008.
initial in the space provided to indicate that the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, a agent may initial below. Attach justification if a requirement has not been met.
Applicants Initials.
a. System is located 50 feet from class SA waters and 30 feet from other surface waters.
b. System is located at least 100 feet from water supply wells.
c. Bottom of system is at least 2 feet above the seasonal high water table.
d. Bottom of the system is 3 feet above any bedrock or impervious soil horizon.
e. System is not sited on or in fill material or DWQ approval has been obtained.
-- f. System is located in a recorded drainage easement for the purposes of operation and
maintenance and has recorded access easements to the nearest public right-of-way.
!L_ g. Drainage area for the device is less than 5 acres.
v h. Soils have a minimum hydraulic conductivity of 0.52 inches per hour and soils report is
attached.
k.
n
— - X ' _ S.
System captures and infiltrates the runoff from the first 1.0 inch of rainfall (1.5 inch event
for areas draining to SA waters ). Design volume and infiltration calculations attached.
System is sized to take into account the runoff at the ultimate built -out potential from all
surfaces draining to the system, including any off -site drainage. Calculations attached.
All side slopes stabilized with vegetated cover are no steeper than 3:1 (H:V).
A pretreatment device such as a catch basin, grease trap, filter strip, grassed swale or
sediment trap is provided.
Bottom of the device is covered with a layer of clean sand to an average depth of 4 inches
or dense vegetative cover is provided.
Vegetated filter is provided for overflow and detail is shown on plans (Required minimum
length is 50 feet for SA waters, 30 feet for other waters).
Flow distribution mechanism within the basin is provided.
A benchmark is provided to determine the sediment accumulation in the pretreatment
device.
Runoff in excess of the design volume bypasses off-line systems (bypass detail provided).
System is designed to draw down the design storage volume to the proposed bottom
elevation under seasonal high water conditions within five days. A soils report and all
pertinent draw -down calculations are attached.
Plans ensure that the installed system will meet design specifications (constructed or
restored) upon initial operation once the project is complete and the entire drainage area is
stabilized.
Form SWU-103 Rev 3.99 Page 2 of 3

IV. INFILTRATION BASIN OPERATION AND MAINTENANCE AGREEMENT
1. After every runoff producing rainfall event and at least monthly inspect the infiltration system for erosion,
trash accumulation, vegetative cover, and general condition.
2. Repair eroded areas immediately, re -seed as necessary to maintain adequate vegetative cover, snow
vegetated cover to maintain a maximum height of six inches, and remove trash as needed.
3. After every runoff producing rainfall event and at least monthly inspect the bypass, inflow and overflow
structures for blockage and deterioration. Remove any blockage and repair the structure to approved design
specifications.
4. Remove accumulated sediment from the pretreatment system and infiltration basin annually or when depth
in the pretreatment unit is reduced to 75% of the original design depth. The system shall be restored to the
original design depth without over -excavating. Over -excavating may cause the required water table
separation to be reduced and may compromise the ability of the system to perform as designed. Removed
sediment shall be disposed of in an appropriate manner and shall not be handled in a manner that will
adversely impact water quality (i.e. stockpiling near a stormwater treatment device or stream, etc.).
A benchmark shall be established in the pretreatment unit. The benchmark will document the original
design depth so that accurate sediment accumulation readings can be taken. The measuring device used to
determine the depth at the benchmark shall be such that it will give an accurate depth reading and not
readily penetrate into accumulated sediments.
When the design depth reads "/A feet in the pretreatment unit, the sediment shall be
removed from both the pretreatment unit and the infiltration basin.
5. If the Division determines that the system is failing, the system will immediately be repaired to original
design specifications. If the system cannot be repaired to perform its design function, other stormwater
control devices as allowed by NCAC 2I-1 .1000 must be designed, approved and constructed.
I acknowledge and agree by my signature below that I atn responsible for the performance of the five
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print Name and Title:_ &B 2ECLE — I eEz-'To2
Address: _ Po. Box Sqq . WA&CH65 , NG 27 51
Phone: (2 57_) 4 ' r'4 A Date:
Signature:
Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and a
resident of the subdivision has been named the president.
i, KkatiA15L_W. 12 %iwS6W a Notary Public for the State of_lao'RTN CAROIANA , Countyof
flATLE do hereby certify that 36% MLE personally appeared before me this JAB*
day of j10*Sf�WR 7 and acknowledge the due execution of the forgoing infiltration basin maintenance requirements.
Witness my hand,and official sea],
t SEAL �;! i s :��. My commission expires iY-04'l-w lji(11
Form SWUI 103.,,„Rev 3`99�d=� Page 3 of 3

rke GoasOl rtg
Hand Delivered ❑ Over-Nite Mail �x Faxed Mailed El
To: Mr. William Moore Date: November 19, 2002
NCDEHNR
Division of Water Quality
943 Washington Sq. Mall
Washington, NC 27889
Project: Wanchese Seafood
Industrial Park
We Transmit:
Herewith:
FOR YOUR:
x approval
review & comments
use
other
Project No.: 3849
"ECEIVE
NOV 2 0 2002
DWQ-WARD
Copies Description Date
2 Stormwater Management Plan 11-6-02
1 Stormwater Management Application
1 Associative Narrative & Calculations
Comments:
Bill,
If you have any questions pertaining to the enclosed material, please do not
hesitate to contact me.
Sincerely,
Bissell Professional Group
David M. Ryan
Project Manager
4417 N. Croatan Hwy. ■ P.O. Box 1068 ■ Kitty Hawk, NC 27949
252-261-3266 ■ Fax: [phone] ■ E-mail: [e-mail]

1150009 269 SSE' .0 S 3 1 I0 S94': 3---000»,0 S Ln'
k.

3849 Wanchese Seafood Industrial Park 11/15/2002
Basin #1 Stormwater Calculations
Commercial Lot Impervious Coverage Calculations
Impervious surface coverage has been calculated from data collected from Aerial Photography in
conrhination with data collected from on -site field visits
Commercial Lot #1 Lot Area: 32,250 s.f. or 0.74 ac.
„ :. Imperviures Coverage l7escriptro�t .- '
s.>.
" Area
(1 I z J F
Area"
�� 'Factor ;;'
'
,Adj:1>rrper: •.
Area. (FT l) `
Adj.'Imper.
Area (AC.):r
Existing Building
1,587
0.04
1.00
1,587
0.04
Existing Paved Parking & Drives
3,574
0.08
1.00
3,574
0.08
Existing Concrete Sidewalk
457
0.01
1.00
457
0.01
Total
Existing % Impervious
Commercial Lot #2
5,618 0.13
Lot Area: 16,649 s.f. or
5,618 0.13
17.42%
0.38 ac.
Impervious Coverage Description
Area
Area
Factoru
Ada *Inrper
Adl Imper.
.fib
FT
�.6
Ac
3k 94
a c
; i
s.Area" 17
i C i.
Area. (Ac.}
Proposed Building
5,000
0.11
1.00
5,000
MI
Proposed Paved Parking & Drives
1,967
0.05
1.00
1,967
0.05
Total
Proposed % Impervious
Commercial Lot #2A
6,967 0.16
Lot Area: 9,135 s.f. or
6,967 0.16
41.85%
0.21 ac.
Impervious Coverac'Descriptron
Area
Areal'=-
`:Factor
Adj`Imper.: '
Atlj: Itnper{
,
}
2
�treu(FV,')�,,
Area''(Ac.)-
Existing Building
2, 781
0.06
1.00
21 781
0.06
Existing Gravel Parking& Drives
2,50.5
0.06
0.70
1,754
0.04
Total 5,286 0.12
Eristing % Impervious
The impervious surf ace coverage calculations for lot 2A only encompass
approximately on -half of the total lot area
Commercial Lot #27 Lot Area: 27,682 s.f. or
4,534 0.10
49.64%
0.64 ac.
Gnperviores Coverage Descripti6n
Area
Area',
,`Factor : `
`Adj: Imper.;;
Adj. Iniper:
Areal (Ac.)i;!
Existing Building
6,415
0,15
1.00
6.415
0.15
Existing Unimproved Parking & Drives
8,535
0.20
0.65
5,548
0.13
Existing Paved Parking & Drives
1 1,392
1 0.03
1.00
1,392
0.03
Existing Concrete pad
1 1,257
1 0.03
1.00
1,257
0.03
Total 17,599 0.40 14,612 0.34
Existing % Impervious 52.78%

3849
Commercial Lot #28
Wanchese Seafood Industrial Park
Basin #1 Stormwater Calculations
Lot Area: 16,341 s.f or
11/15/2002
0.38 ac.
Impervious Coverage Description
Ared
(FT. '}
Area
- (Ac) '©
Factor
°G�q
Adj Imper
�irea`. (I T . )'` -
Adj. Imper.
y>',
Area (Ac.)..
Existin > Buildin >
5,135
0.12
1.00
5,135
0.12
Existing Concrete Sidewalk
177
0.00
1.00
177
0.00
Existing Unimproved Parking & Drives
1 6,475
1 0.15
0.65
1 4,209
0.10
Total
Erisling % Impervious
Commercial Lot #28A
11,787 0.27
Lot Area: 13,649 s.f. or
9,521 0.22
58.26%
0.31 ac.
'. Irnpeivrorrs'Coverage"Description as= :�
���:�tlrea
:'�' Area ;- �'
"''!actor :
`� r[e1f �ampera=:�
Areza(1�}
fldJa`Intper:`
Existing Building
6,183
0.14
1.00
6,183
0.74
Existing Storage Container
350
0.01
1.00
350
0,01
Existing Unimproved Parking& Drives
1 2,867
1 0,07
1 0.65
1,864
1 0.04
Total
Existing %n Impervious
Access Easement #4
9,400 0.22
Lot Area: 8,281 s.f. or
8,397 0.19
61.52%
0.19 ac.
. Ifnpervioius Coterage Description' "+ �,i;
s, Areu _
_ Area#
°u7'aclvr i4€
AdJ*!Wiper ¢
AdJ'Imper:
F
€ i ci ? . •.
..firs?.
(Ac}.:; ,.xr,
a�z;z.�r.C3.�,4,Far.
.Area;(!
Existing Gravel Access Roadway
2,025
0.05
0.70
1,418
0.03
7 otal
Existing % Impervious
Commercial Lot #29
2, 025 U. U5
Lot Area: 25,274 s.f. or
1,416 U.U3
17.12%
0.58 ac.
Irnpervrous Coverage Descript' ` ,
' s; Area
-; Area `'-'
Factor' � '
Ad -Im er :=
1 p
Ad `Im er
J p
- o_
I
A� i..E
-9'
rea.(1 C..}
rs
�i E
re
Aa�'(Ac:Y°
Existing Building
5,180
0,12
1.00
5,180
0.12
Existing Concrete Sidewalk
399
0.01
1.00
399
0.01
Existing Paved Parking & Drives
1 933
1 0.02
1 0.65
1 606 1
0.01
Total
Existing % Impervious
Commercial Lot #29A
6,512 0,15
Lot Area: 43,034 s.f or
6,185 0.14
24.47%
0.99 ac.
6 Imper
�,...n , ..;�E,..... _,:; f.d ..4�:
rea i
�o.E.(FTF)
�s°1Y Area ` '
A
�. . f•4c)°..:©
EI actor ;£},
S
..:.`§:
°�AdJ ;lnrper
,Areafl T,�),a.Area,(�tcj.;
Adj 'Irnper'
E
Existing Building
5,180
0.12
1.00
5,180
0.12
Fxisting Concrete Stnicture
1,332
0.03
1.00
1,332
0.03
Existing Unimproved Parking & Drives
1 .5,097
1 0.12
1 0.65
1 3,313
1 0.08
Total 11,609 U.27 9.8Z5 0.23
Existing % Impervious 22.83%

3849 Wanchese Seafood Industrial Park 11/19/2002
Basin #1 Stormwater Calculations
Commercial Lot #30 Lot Area: 59,813 s. f : or 1.37 a c.
lrrrpervrous Cover¢age Descrrptfon g
rArea'
;Area
�
, Factor,,'
�;
a ,,; i ©,
Adj' 1q per Y
j
Area FT,
Ada Imper:.
4$a's
Area: Ae.
Existing Buildiikg
7,465
0.17
1.00
7,465
0.17
Evisting Unimproved Parking & Drives
13,213
0.30
0,65
8,588
0.20
Eristin g Paved Parking & Drives
1 18,753
1 0.43
1 1.00
18,753
1 0.43
Existing Gravel Parking & Drives
1 6,104
1 0.14
1 0.70
4,273
0.10
1 "otal 45,535 1.05
Existing % Impervious
Right -of -Way Area: 3 7, 840 s. f. or
39,079 0.90
65.34%
0.87 ac.
Irnpervivris overage.I)escritron E
,,Area
;Area':;
(Ac.)
I vrtor ,=j
©
' Adj Imper ?°,
Area (Ft?)
Adj;Imper.'
Area (Ac:).
Existing Paved Drivewa > A prons
1,793
0.04
1.00
1,793
0.04
Exi,±La Unimproved Driveway Aprons
967
0.02
0.65
629
0.01
&istin , Gravel Drive wqy A grans
306
0.01
0.70
214
0.00
Proposed Paved Driveway Aprons
643
0.01
1.00
643
0.01
Exisdn,q Paved Roadway
13,903
0.32
1.00
13,903
0.32
Proposed Paved Roadway A ddition
3,681
0.08
1.00
3,681
0.08
l otal 21,293 0.49
ExistinglProposed % Impervious
Description "" V:.':., . '
Area(sf)
I Area(ac),5
Right-of-way area:
37,840
0.87
ExistinglProposed Impervious Coverage
20,863
0.48
in Right -of -Way
Adjusted Impervious Lot Coverage:
106,1.55
2.44
Total Impervious Coverage:
127,018
2.92
Total Drainage Area:
289,948
6.66
% Impervious Coverage
43.81 %
Total Drainage Area (ft 2 ) (DA)
Calculated Adjusted Impervious Coverage
Percent Irrrpervious(1)
Rv = .05+ .009(I)
Required Storage Volrune (f13) (PI,) = (l.5") (1 "112")xR ,,xDA
Total Length of 24" deep grassed infiltration swale
1625
1. .
Average Flow Area of infiltration Swale
12
ft 2
Provided volume of infiltration swale
19,500
ft 3 r
Provided infiltration basin area (top of basin)
6838
ft 2
Provided infiltration basin area (bottom of basin)
3072
ft 2'
Average infiltration basin area
4955
ft 2
Average depth of infiltration basin
2
ft
Calculated volume of Infiltration basin
9,910
ft 3
Total calculated storage volume provided
29,410
ft 3
Equivalent calculated rainfall event
2.74
in.
Drawdown Time= Total VolumelBottorn Surface Arealli filtration
Rate
289,948
127,018
43.81 %
0.44
16,102 ft 3
1.15 firs
20,863 0.08
55.13 %
6.66
2.92

3849 Wanchese Seafood Industrial Park Basin #2 Stormwater Calculations 11/15/2002
Commercial Lot #2A Lot Area: 9,135 s. f• or 0.21 ac.
7rmpervidrrs EoverageDescriplian �' , :..,Area
51� '. <::_,, ;> ...F.,Aria
€-: F
flrea .�
+ . 'Factor .�`Idj:
Inrper, °Adj.
(1�7 `J• �
Irnper.
Area (Ac:)�
Existing Building
? 781
0.06
1.00
2,781
0.06
Existing Gravel Parking & Drives
2,505
0.06
0.70
1,754
0.04
Total 5,286 0.12
Existing % Impervious
The impervious surface coverage calculations for lot 2A only encompass
approximately on -half of the total lot area
Commercial Lot #3 Lot Area: 19,890 s. f. or
4,534 0.10
49.64%
0.46 ac.
tlrnpen9rousACoverage Dercrxptr�ngqi'
;s ,;pjyAreai 3
°Area( ;ad4l
Factor;'
ht4Adj Irnpe_r
Adjjrnper
- -I.<
,°Area
'Area
(kTi
(Ac.).
Existing Building
4,280
0.10
1.00
4,280
0.10
Existing Gravel Parking & Drives
2,717
0.06
0,70
1,902
0.04
Existing Concrete Sidewalk
244
0.01
1 1.00
244
0.01
Total
Existing % Impervious
Open Space
7,241 0.17
Lot Area: 7,972 s. f. or
6,426 0.15
32.31 %
0.18 ac.
Impervious; Coverage Description
_ $Area [Mf E
°Area"�
F I actorF FAdj
E lmper f
Adj Intpet
d
°
a
"(FT'
';Area
(Ac).�
No Impervious Coverage
0
0.00
1.00
0
0.00
Total
Proposed % Impervious
Commercial Lot #4
0 0.00
Lot Area: 29,660 s. f or
0 0.00
0, 00%
0.08 ac.
Inrperrrous CnvEeraFbre 1)escrrpfron e
< �,E;' Area'i
P�xd9T
g MtreaF°q
��P Fact.
$ Yi3_
:fd1 Inrper
9
, g�R
•;(�?I
ilj. ; (t1i
}%F
f ©,A°, .9 �1-.53AreQ
i
j� /'�
-
AreQ 1
} -
.8�.--
(i !-?Y�`
(�C:)
Pro osed Building
8,000
0.18
1.00
8,000
0.18
Proposed Paved Parking & Drives
6,854
0.16
1.00
6,854
0.16
Proposed Paved Access Roadway
4,657
0.11
1.00
4,657
0.11
Total
Proposed % Impervious
Commercial Lot #4a
19,511 0.45
Lot Area: 41,700 s. f. or
19,511 0.45
65.78%
0.96 ac.
Inrpervmus Coverage Discrrptrbn �
tArea� � E �,
(FT, }
Area P $ e
=(Ac.) ' -
I actor F w°
©
�1 djs, lnrpe�
,.Area (F'1')
Adj ° Inrper:'
Area (Ac.)
Evistin g Building
3,051
0.07
1.00
3,051
0.07
Existing Concrete Sidewalk
827
0.02
1.00
827
0.02
"Total 3, 878 0.09 3,878 0.09
Existing % Impervious 9.30%

3849 Wanchese Seafood Industrial Park Basin #2 Stormwater Calculations
Access Easement #1 Lot Area: 10,442 s.f. or
11115/2002
0.24 ac.
Imperious Coverage Description
area
Area , ;
Factor
Ad Im er. ,;[Akea)'(Acj
Ad !nr`jer.
.Area (FT, u;
Proposed Paved Access Roadway
2,888
0.07
1,00
Z888
0.07
Total 2,888 0.07 2 888 0.07
Proposed % Impervious 27.66%
Commercial Lot #5 Lot Area: 30,083 s. f. or 0. 69 ac.
:Impervious Coverage Description �;
BBuilding
it3,lrea
(rT2J°
nE,�;Areaa�,.
>ii Factor+<'a,
' rldj: lmper
,,-A AM', (FT ;) a>`
Adj: 1hgjer.,
Area (Ac),
Existing -isting
228
0.01
1.00
228
0.01
Existing Unimproved Parking & Drives
752
0.02
0.65
489
0.01
Total 980 0.02 717 0.02
Existing % Impervious 2.38%
*This lot contains an existing water supply well, there are no proposed impervious surfaces withing the 100' well radius
Commercial Lot #6 Lot Area: 131,263 s.f. or 3.01 ac.
hnperni�us Coverage,l)escription ti
,A
�,Factor
Ar.Iniper'
Adj:Imper.
{FT z) ..
_ (Ac) .§,,,
-s
4 ; cp
,Area (F7' ") ,'
.Area (Ac) ,
Evisting Building
4,235
0.10
1.00
4,235
0.10
Existin Gravel Parkin gc& Drives
3,892
0,09
0.70 ,
21724
0.06
Existing Concrete Structures
618
0.01
1.00 1
618
1 0.01
Total 8,745 0.20 7,577 0.17
Existing % Impervious 5.77%
This lot contains an existing w.w.t.p., the remainding structures, not indicated in the calculations, are self -containing
structures in which it is anticipated that no stormwater runoff will result.
Commercial Lot #24 Lot Area: 33, 000 s.f. or 0. 76 ac.
Impery sous Coverage Description
Area
Area
I actor
Adj, Imper
Adj ,lmpW`
Fri
( ,)
a (Ac.)
©
2}
Area (FT .
Are = '
a; (Ac.)
F-risling Building
4,646
0.11
1.00
4,646
0.11
Existing Uninproved Parking c& Drives
14,962
0.34
0.65
9,725
0.22
Total
Existing % Impervious
Commercial Lot #25
19,608 0,45
Lot Area: 32,400 s. f° or
14,371 0.33
43.55%
0.74 ac.
:. Impervious Coverage Description
5
Area 11 F
{TT ,),
'Area
Factory
Adj. Imper; ,
'.:....,
Area (FT,.�,),. ;
A4j'�lntper.
Area ,(Ac.)
Existing Unimproved Parking c& Drives
8,507
0,20
0.65
5,530
0.13
Proposed Gravel Patking & Drives
16,245
0,37
0.70
11,372
0.26
local 8,507 0,20 16,901 0.13
Existing % Impervious 52.16%

3849 Wanchese Seafood Industrial Park Basin #2 Stormwater Calculations
Commercial Lot #2613 Lot Area: 13,794 s. f. or
11/15/2002
0.32 tic.
Impervious Coverage Desc"ription
Area
..(FT')
Area
ailc.)
Factor
©.�
Adj. Imper. ". ,
Area (FT,
Adj. I_mper..
Area (Ae.)
Proposed Buildin ,
5,000
0.11
1.00
5,000
0.11
Proposed Paved Parking& Drives
3,870
0.09
1.00
3,870
0.09
Total
Proposed % Impervious
Commercial Lot #26A
8,870 0.20
Lot Area: 13,813 s, f. or
8,870 0.20
64.30%
0.32 ac.
Impervious Coverage )escrrpa.oh`
Area
Area
-Faelor
Adj. Imper.
Adj. Inz&r.
-Area (F I "°)
Area (Ac:);
Proposed Building
5,000
0.11
1.00
5,000
0.11
Proposed Paved Parking & Drives
4,859
0.11
1.00
4,859
0.11
Total 9,859 0.23 9859 0.23
Proposed % Impervious 71.37%
Right -of -Way Area: 37, 966 s. f. or 0.87 ae.
Imperviaris"Coverake`D&criptidn
Area ;'''
2)'i
Area , ''
`;Factor :�.
Jo,
Adj. Imper:
Area `(FT"')°
Adj l►nper:
�Aren''(�c:)•�
Existing Unimproved Driveway Aprons
989
0.02
0.65
643
0.01
Existing Gravel Driveway Aprons
2,535
0.06
0.70
1,77.5
0.04
Proposed Paved Driveway Aprons
818
0.02
1.00
818
0.02
Existing Paved Roadway
14,664
0.34
1.00
14.664
0.34
Proposed Paved Roadway Addition
3,806
0.09
1.00
3,806
0.09
lolal 221812 0.52
ExistinglProposed % Impervious
Descri Minn h
p "
_ s _�`
Area (
:Area ac
.. (. )
Right-of-way area:
37,966
0.87
ExistinglProposed Impervious Coverage
21,705
0.50
in Right -of -Way
Adjusted Impervious Lot Coverage:
95,532
2.19
Total Impervious Coverage:
117,238
2.69
Total Drainage Area:
411,118
9.44
% Impervious Coverage
28.52%
Total Drainage Area (ft z) (DA)
Calculated Adjusted Impervious Coverage
Percent Impervious (I)
Rv = .05+ .009M
Required Storage Volume (lt3) (PV) = (1.5") (1 "112")xR
,,xDA
Total Length of 24" deep grassed infiltration swali
2563
1. .
Average Flow Area of infiltration swale
12
ft 1
Provided volume of infiltration Swale
30,756
ft 3
Total calculated storage volume provided
30,756
ft 3
Equivalent calculated rainfall event
2.93
in.
21,705 0.07
57.17%
411,118 9,44
117,238 2.69
28.52 %
0.31
15, 759 ft 3

..
3849 Wanchese Seafood Industrial Park Basin #2 Stormwater Calculations 11/19/2002
Provided infiltration basin area (bottom of basin) 2528 ft z
Average infiltration basin area 3280.5 ft 2
Average depth of infiltration basin 2 ft
Calculated volume of Infiltration basin 6,561 ft';,
Total calculated storage volume provided 37,317 ft s ,
Equivalent calculated rainfall event 3.55 in.
Drawdown Time= Total VohimelBottom Surface Areallnfiltration Rate 1.00 hrs

A..
tit
3849
Wanchese Seafood Industrial Park Basin #3 Stormwater Calculations
11/15/2002
Access Easement #2
Lot Area: 24,173 s.f. or
0.55 ac.
Impervious Coverage Descriplion
Area j° r
'Area
'Factor
ldr' Im er
J
Ad Imper.
:(17
., d
j {
©1'
II
5� 2,= F
E^
;0';...'
(Ac .. ;°
° .,
rea (I�T�, o},�
!Al reap
Proposed Building
1,600
0.04
1.00
1,600
0.04
Evisting Gravel Parking & Drives
3,289
0.08
0.70
2,302
0,05
Proposed Paved Parking & Drives
1,789
f 0.04
1 1.00
1 1,789
1 0.04 ,
Total
ExistinglProposed % Impervious
Commercial Lots #7-10
6,678 0.15
Lot Area: 221,621 s. f. or
5,691 0.13
23.54%
5.09 ac.
° 1►npervlous Cvt erage Dcscrlptum a 6
FArea > °
} 3 , l rea s e
x , , ITactor
`'Area
Imper. �
!Adj
A4 Irnper
:E ;
{{
(IE 1
^e
e ¢
Existing Buildings
40,830
0.94
1.00
40,830
094
Poposed Gravel Parking & Drives
25,283
0.58
0.70
17,698
0.41
Existing Paved ParkinE & Drives
32,687
0.75
1,00
32,687
0.75
Pro osed Building
8,000
0.18
1.00
8,000
0.18
Proposed Paved Parking & Drives
14,597
0.34
1.00
14,.597
0.34
Total
ExistinglProposed % Impervious
Commercial Lot #11
121,397 2.79
Lot Area: 16,144 s. f. or
113,812 2.61
51.35%
0.37 ac.
Impervious Coverage -Description`
Area
�. Area ``:
rt Factor �:
©
� Adj: lmper:. '
'Area (FT Z ).;
�3dj. I hper:
Area (Ac.)
Exislin , Building3,031
0.07
1.00
3,031
0,07
Existing Gravel Parking & Drives
Z340
0.05
0.70
1,638
0.04
Total
Existing % Impervious
Commercial Lot #12
5,371 0.12
Lot Area: 38,342 s. f. or
4,669 0.11
28.92%
0.88 ac.
`4 lnapervioras Coverage De°scrrpltUn �'�
urea " 3
9rea ��
�s Fdetor s
fidj. Imperldj.;
hnpe"r
(Ac
+ © «,
.Area (17T )
Area (Ac.}
)
x
Proposed Building
13,200
0.30
1.00
13,200
0.30
Proposed Paved Parking & Drives
3,063
0.07
1,00
3.063
0.07
Proposed Concrete Structures
6,098
0.14
1.00
6,098
0.14
Total
Proposed % Impervious
Commercial Lot #19B
22, 361 0,21
Lot Area: 25,020 s. f. or
22,361 0.51
58.32 %
0.57 ac.
Impervious Coverage Descrrptidn °�'
Area';"".-'
Area
(rtc ).
' 'I'ac�or �
°O °.
��trtV. Imper. �
= Arem (FI ").
rtdl �7rrrper:
Area (rl}
c '
Proposed Building
.5,000
0.11
1.00
5,000
0.11
Proposed Gravel Parking& Drives
2,640
0,06
0,70
1,848
0.04
Proposed Paved Parking& Drives
1 3,99.3
1 0,09
1.00
1 3,993
0.09
Total 11,633 0.27 10,841 0.25
Proposed % Impervious 43.33%

3849 Wanchese Seafood Industrial Park Basin #3 Stormwater Calculations
Commercial Lot #20A Lot Area: 25,024 s. f. or
11115/2002
0.57 ac.
Impervious Coverage Description
, Area y
Area
Factor -_
Adj. 'Imp&.
Area (FT 2}
Adj. Imper.
Area (Ac.)'
Existing Building
8,092
0.19
1.00
8,092
0.19
Existing Concrete Pad
3,565
0.08
1,00
3,565
0.08
Proposed Gravel Parking & Drives
2,000
0.05
0.70
1,400
0.03
Existing Unimproved Parking & Drives
4,785
0.11
0.65
3,110
0.07
lotat
Existing % Impervious
Commercial Lot #22
78,442 0.42
Lot Area: 75,092 s. f. or
16,167 0.37
64.61 %
1.72 ac.
Impervious Coverage Description
Area `-
Area
:I actor=
, Adj Jmp'er ;
Adj. Imper,.
(FT 1,J
(Ar.}
©
'Area,(FT")'
Area .(Ac.)
Existing Building
13,583
0.31
1.00
13,583
0,31
Existin, Concrete Sidewalk
781
0.02
1.00
781
0,02
Existing Unimproved Parking & Drives
51,526
1.18
0.65
33,492
0.77
Total
Existing % Impervious
Commercial Lot #23
65,890 1.51
Lot Area: 81,055 s.f. or
47,856 1.10
63.73%
1.86 ac.
Jnmervious Coverage Desertptron :
Areu
(I T x}
�lrerr
'(flc.)
Factor,
©1
Adj Intper:
Area(F'I 1) ;,
Adj. Intper.
;area (plc.) $
Existing Building
2,632
0.06
1.00
2,632
0,06
Existing Unimproved Parking & Drives
73,645
1.69
0.65
47,869
1.10
Total 76,277 1.75 50,501 1.16
Existing % Impervious 62.30%
Right -of -Way Area: 53,599 s f. or 1.23 ac.
Impervious Coverage Description � `.'.
"-,.Area', �
(TI F
`_,Area ' `
-, Factor • r. ,
.
" Adj.' IfnJier. .
1')
Adj. Imper.'
Area (Ac}
Existing Unimproved Drivewa ,4runs
992
0.02
0.65
645
0,01
Proposed Gravel Driveway Aprons
1,326
0.03
0.70
928
0.02
Existiy Gravel Driveway Aprons
2,995
0.07
0.70
2,097
0.05
Proposed Paved Driveway Aprons
2,191
0.05
1.00
2,191
0.05
Existing Paved Roadway
19,472
0.45
1.00
19,472
A45
Proposer! Paved Roadway Addition
5,538
0,13
1.00
5,538
0.13
Total 32,514 0.75
ExistinglProposed % Impervious
• Description...,:'
s'
reri s
A(.l)'
s�rea ac
Right-of-way area:
53,599
1,23
ExistinglProposed Impervious Coverage
30,871
0.71
in Right -of -Way
Adjusted Impervious Lot Coverage:
271,899
6.24
Total Impervious Coverage:
302,709
6.95
Total Drainage Area:
560,070
12.86
% Impervious Coverage
54.06%
30,871 0.13
57, 60%

3849 Wanchese Seafood Industrial Park Basin #3 Stormwater Calculations 11/19/2002
Total Drainage Area (ft 2) (DA) 560,070 12.86
Calculated Adjusted Impervious Coverage 302,769 6.95
Percent Impervious(!) 54.06
Rv = .05+ .009(I) 0.54
Required Storage Volume (ft3) (PV)= (1,Y)(1"112")xR,xDA 37,562 ft'{
Total Length of 24" deep grassed infiltration Swale 4337 I. .
Average Flow Area of infiltration Swale
12
ft 2
Provided volume of infiltration swale
52,044
ft 3
Provided infiltration basin area (top of basin)
5175
ft 2
4-
Provided infiltration basin area (bottom of basin)
2806
ft-,
Average infiltration basin area
3990.5
ft 2
Average depth of infiltration basin
2
ft
Calculated volume of Infiltration basin
7,981
ft s�
Provided infiltration basin area (top of basin)
2797
ft 2
Provided infiltration basin area (bottom of basin)
1401
ft 2
Average infiltration basin area
2099
ft 2
Average depth of infiltration basin
2
ft
Calculated volume of Infiltration basin
4,198
ft'i
Total calculated storage volume provided
64,223
ft s
Equivalent calculated rainfall event
2.56
in.
Drawdown Time= Total VolumelBotlom Surface Areallnfiltration Rate 1.06 hrs

3849 Wanchese Seafood Industrial Park Basin #4 Stormwater Calculations 11/1512002
Commercial Lot #13 Lot Area: 44,448 s.f or 1.02 ac.
Impervious Coverage Descriptioit..
Area
.1 (FT")
Area
(AC.)
1 clar
-
-Adj. -Iniper.
2,
Area (FT
A#., Imper.'
Area (Ac.)
Existing Building
4,993
0,11
1.00
4,993
0.11
Evisting Paved Parking & Drives
1,573
0.04
1.00
1,573
0.04
Proposed Paved Parking (V Drives
18,170
0.42
1.00
18,170
0.42
Total
ErislinglProposed % Impervious
Commercial Lot #14
24,736 0.57
Lot Area: 13,564 s.f. or
24,736 0.57
55.65%
0.31 ac.
'(FT
Ac.)
�
J.area
(ALy
Existing Concrete Structures
110
0.00
1.00
110
1 0.00
Total
Existing % Impervious
Commercial Lot #15
110 0, OU
Lot Area: 78,778 s.f or
M) U. UO
0.81%
1.81 ac.
lnpervious CoVeiqgc Desciipti6n
Area
Area
(Ac.)
Factor..
Adj.,Inper.
Area (FT),'
Adj- Miper.
-Area"(Ac
Eusting-Building
6,996
0.16
1.00
6,996
0.16
Existing Paved Parking & Drives
6,837
0.16
1.00
6,837
0.16
Existing Unimproved Parking & Drives
1 22,120
0.51
0.65
14,378
1 0.33
Total
Existing % Impervious
Commercial Lot #16
35,953 0,83
Lot Area: 37,752 s.f or
28,211 0,65
35.81%
0.87 ac.
I. ""IMM
Impervious Coverage -D crIP
"A
'A
- tbirr
1Adv';1hpew ri`
Adj.,Ji4er.-
(Ac)
Y
!2(F
(FTArea(Acl
Eiristing Building
620
0.01
1,00
620
0.01
Existing Paved Parking & Drives
4,868
0,11
1.00
4,868
0.11
Existing Unimproved Parking & Drives
23,814
0.55
0.65
15,479
0.36
Total
Existing % Impervious
Access Easement #3
29,302 0.67
Lot Area: 4,995 s.f. or
20,967 0.48
55.54%
0.11 ac.
Impervious Coverage Description
Area Area-
Area,
oc-);z,
FaCto, .1.:,Adj.'
q
jinper.
rea;.
Aid
id
Existing GravelAccess Roadway
2,025
0.05
0.70
1,418
0.03
Total z 025 0.05 1,416 0.03
Existing % Impervious 28.38%

3849 Wanchese Seafood Industrial Park Basin #4 Storrnwater Calculations
Commercial Lot #17 Lot Area: 74,985 s. f. or
11115/2002
1.72 ac.
vus overage ep[i�" ,
p
,
�Awq
Ulm,Ij a
c
G,
.�! s�
p
.2
,;3merlCDnt
Ij:Impe
- ' r'F.fq.
�
Existing Building
12,682
0.29
1.00
12,682
0.29
Existing Gravel Parkin & Drives
2,523
0.06
0.70
1,766
0.04
Existing Unimproved Parking & Drives
8,948
0.27
0.65
5,816
0.13
Existing Concrete Paving
7,049
0.16
1.00
7,049
0.16
Existing Container Storage Area
6,510
0.15
1,00
6,510
0.15
Existin Tank
220
0.01
1.00
220
0.01
Proposed Building
10,000
0.23
1.00
10,000
0.23
Totat
F.xistinglProposed % Impervious
Commercial Lot #18
47,932 L I U
Lot Area: 35,321 s. f. or
44,043 1.01
58.74%
0.81 ac.
g lnrperyror�seCoverage Descrrpt�on,.'Area
Factor �;;,
�Arlf Irnper y
3�
Adfglmper
4'w;
q4u
°.H. t<'. YFh,, x�•. >°tl£"Eef 6.
,.e
`d3." .0.. s3_ �,{ e.
6P s...£
F
f�,:¢Jxt'
Existing Building
IZ695
0.29
1.00
72,695
0.29
Existing Concrete Slab
394
0.01
1.00
394
0.01
Existing Gravel Parking & Drives
23,814
0.55
0.70
1 16,670
1 0.38
Total
Existing % Impervious
Commercial Lot #19
36,903 0.85
Lot Area: 28,387 s. f. or
29,759 0.68
84.25%
0.65 ac.
Cm ervruus Covera a Descry trora °° =a :. � '-�
b'P .:�,..•£f''`.: '0 33'!3 pp§.e" " P,�"'"°:°�
.. 6B@6.5.:'.
Area-9 me
:e B:a' <°:;'k.y�..:riBS¢n8<¢� d£
Area
�:4¢'��,::i §E
Iq
I door �4
' .,.3.>9g.>I� .:xyy.pa✓
d7 I►n er
p §�:
Adf a I er
.lY tl
.:.iS.._i.,pSg9
t� § i
`d E
¢s¢- . 4..,
Area;{I'T.:k)
EE.Fa a
Area
§ E ii§ s$ },. t .,3}6} Asa ... i � 7
ieaei:e�S ip[',:§s.J.��i� k`�
! F,t�(Ac 1 ,:
¢ ,9,.t¢s�E$,49.
3! ;©?� a e
(A&).
Existing Gravel Parking & Drives
27,914
0.64
0.70
19,540
0.45
7 otal 27,914 0.64 19,540 0.45
Existing % Impervious 68,83%
Commercial Lot #19A Lot Area: 25,017 s. f. or 0.57 ac.
ervrous Covera a Deserr trbn;
».•f:E ''.E•. ., ,.F f.
33 a:=:.�a6:..r%•a . ';s:-:q:°' .x.:..' st a .:$8f%.a€..�P `M .%� '!`as
�" •se• £§... 6 g , P �..
s:$�:Ge ::<z-.:`.s $ 8 PP c
�Ea'E
1 :AretrR,"M
, §..F:«'?;?-.`s%..iS>,7 >,?e'•
� II .tgff8. &
Q Area � �<
t i ,,., ' �
- , . : E;idm"aY:"£".3' i
a:?'�,A?s
',. "°`':.°°
C Factor , ,
s a
. 8e?':? e E'?°'`=3:'.3 Sd'8ap,e.1@:? Es;
@ �xl,nx. C6.»..
�E$
:° " „
u� RA Inper
fl, :[..,p..
?�iWf
g
Ad/e Intper
..a.�[..�: > a 'a ar. ha' .EE�
;... �..'�['. .::.3§:�[:.':�-:' <. �}..}..w....>y££ :FY.Y:� a'! Ya '�F.' a,°'<C£:.BGBB
i€'.:.,:; ��G ....E
�'__.E
...�} . ..
9 [ii <.,x.,`�:
.> h,
a (.
"es� x'3©� ,�
(E Ada
eArea I7
G a .::§ ;.. ,�a vaa :;_.:;:,: a��
,t re.__`it. ., _-".bnn. .6..a ..s^.c..i,.,a.a.. ...Ix46PiC?�i
,2%.,.;tsw?{.-....iax.,_..a�tr,E83s:}d.
:O
,..@..,...,^. ,.,.
,..4
Existing Gravel Parking & Drives
22,563
0.52
0.70
15,794
0.36
Total 2? 563 0.52 15,794 0.36
Existing % Impervious 63.13%
Right -of -Way Area: 75,996 s.f. or 1.74 ae.
.,.sx „.,..-., ..'e... r . x.r -. a ;':C@G..e y..8�
g .Irn°n` ervroras[' Coverage Deschj�tton ;a: ;E '; iG
qq66':'§k O '.'ad [. „_ie.,"ER :a. c'",`h.°°; :e4a'�: e'.o:i: >F✓.. �. i $,:s ,. ..6....t8} .G:� >@6'.
[O y4£v
°b4 4 d4 <.x.x. F.°8,_= I$£$
kGR Area E E,,,;
'..@# :1`s ::dP ¢ ;': t {{
2
d t6B s s $
:, .. ;Area
:...i' «x@8'
-- £ d@8 -- s3 s? E>B
, t ls,; ,s I,actor
g{
�• :` . °£ ....a .
, .g ...
Ad .'?Im er.:<.
�..,_d
gi�.z..t§. 6'a
<•ia .:_..;.e _':.. :: •.{{..., {�C Yt ;:' :.9pI?§.
. Eis ,ad"�°d2"s 'ee@ae;e.`'e9':a
�6�.� �1-1
i� I%p�;s:-§,g.$+;iP$a>�9
,. B'a6E6 Z:}^a,�e°8^;¢ $
a� 48"id82 d k�:$44'S$s.: EF
.e B��tle 9a agl�:y]'��ae°._�.d
ia1
,�;�gg¢�p;d
a8,�e>Pq;,,$gEs.°.a.;<, ¢ aie:; ;$:"Fe fib. S"
P .Bin.$t..p: .<d
FT58i p4� ?i
,b,a(. ", �,d:&�t.f..
L _ e Ci i
iA )':,,-,:.@y,�a@a-
Y is C $e
mQ,ad,,,�Areai{!
Existing Unimproved Drivewa Aprons
2,401
0.06
0.65
1,561
0.04
Existing Paved Driveway Aprons
1,710
0.04
1,00
1,710
0.04
Existing Gravel Driveway Aprons
3,859
0.09
0.70
2,701
0.06
E1212osed Paved Driveway Aprons
1,658
0,04
1.00
1,658
0.04
Existing Paved Roadway
28, 761
0.66
1.00
28,761
0.66
Proposed Paved Roadway Addition
7,251
0.17
1.00
7,251
0,17
Total 45,640 1.05 43,642 0,18
ExistinglProposed %Impervious 57.43%

1 3849 Wanchese Seafood Industrial Park Basin #4 Stormwater Calculations
11119/2002
Description
Right-of-way area: 75,996 1.74
ExistinglProposed Impervious Coverage 43,642 7.00
in Right -of -Way
Adjusted Impervious Lot Coverage: 184.578 4.24
Total Impervious Coverage:
Total Drainage Area:
age Basin % Impervious Co
228,220 5.24
419,243 9.62
54.44%n
Total Drainage Area (ft 2) (Df!)
419,243 9.62
Calculated Adjusted Impervious Coverage
228,220 5.24
Percent Impervious(I)
54.44 %
Rv = .05+ .009(I)
0.54
Required Storage Volume (ft3) (PV) = (1.5") (I "I12")xR jDA
28,295 ft';
Total Length of 24" deep grassed infiltration swai
69
I.f.
Average Flow Area of infiltration swale
12
ft
Provided volume of infiltration swale
33,228
ft 3
Provided infiltration basin area (top of basin)
4421
ft 2
Provided infiltration basin area (bottom of basin.
e2E>ft
2 '# 6
Average infiltration basin area
3705.5
ft 2
Average depth of infiltration basin
2
ft
Calculated volume of Infiltration basin
7,411
ft' r
Provided infiltration basin area (top of basin)
1672
ft 2
Provided infiltration basin area {bottom of basin.
739
ft 2
Average infiltration basin area
1205.5
ft 2
Average depth of infiltration basin
2
ft
Calculated volume of Infiltration basin
2,411
ft
Total calculated storage volume provided
43,050
ft"
Equivalent calculated rainfall event
2.28
in.
Drawdown Time= Total VolumelBottom Surface Areallnfiltration
Rate
1.06 hrs

t
3849
Wanchese Seafood Park High Density Stormwater Calculations
1111512002
Commercial Lot Impervious Coverage Calculations
Impervious surface coverage has been calculated from data collected from Aerial Photography in
combination with data collected from on -site field visits
Commercial Lot #1 Lot Area: 32,250 s.f. or 0.74 ac.
'.- ..: i&I °;::#:fY2A ::uy e, ..,w-., . , ::. £� x.^£.. >
fB a ° lmpervtausxCoverrrgeDescrtp�gtgt�ox;n£
.x,ee�$ s 4 6 °ve x�;ss. h6�.��%s.¢O,{¢ ki.4�sF$
E' �.£ t .s lde ,e: - 95§ S
, Area6 6 ,
-&?°.a'gpg@,• , s
°a; B
Area
°6.?>:ry'a°ifs; e e g
9 £ • B
,".Factor &
5 $ £.
I( g,{; ¢.< .. ,,, .l"
adl w:Irrrper.
". i
3;
�Id1 Imper
d,Ye:�. e
Sg$.§S�i6Pe�"a
€. •
e":
(FT
Ac �,:
©:
Area; FT.
Area; Ac.);
(
' ..° i "w.i '., _ €�
":z� 3
.i> -� _
s
1 $per' x
_
Existing Building
1,587
0.04
7.00
7,.587
0.04
Existing Paved Parking & Drives
3,574
0.08
1.00
3,574
0.08
Existing Concrete Sidewalk
457
0.01
1.00
457
0.01
"Total 5,618 0,13 5,618 0,13
Existing % Impervious 17.42%
Commercial Lot #2 Lot Area: 16,649 s. f. or 0.38 ac.
�i In eivtotes Govera e?Desar`r'Ytoti=F' ,
rFB.,pvy a: p 8 : iSHN 011E{$. :k�$ '' $' ?`s� # 3. -"?o
4o.@' i s
; ;Arrea e
S o
Area £
£�
F,actor°
;AdjImper a;
:i" Pmac
7
AtllT»rper:E
. 6£S££€g. . t ,t g€ Fy E
��� ����iT
64 er 2 Y i.
sS'
• i 9
Areal%l I )
6a6
a°. a�
rea
Proposed Building
5,000
0.11
1.00
.5,000
0.11
Proposed Paved Parking & Drives
1,967
0.05
1.00
1,967
0.0-5
Total 6,967 0.16 0,967 0.16
Proposed % Impervious 41.85%
Commercial Lot #2A Lot Area: 18,269 s< f. or 0.42 ac,
��_�.=•$, limpervtousRCvverage.Descriptlon
;$9 @ 4T - S ° 6 �' "° Y° P f. tl - B . Y @
� €" r<t�iN r > °
3 ;4�rea�
r '.2 � °
Ar"ea
!vic
�I'a"ctor' ''Ar,l
__ ACii� .
Irnper.
£re.I
t;; t?� '�4,B�&�Z�,�t
�lijAlriiper:
1 • :• •• . 4@
rsa .
�£ sg
�,i(p7�;)
:},Areiati$)'
£:
�t�=£��,'
Area(Ae:).
Existing Building
5,561
0.13
7.00
5,561
0.13
Existing Gravel Parking & Drives
5,010
0.12
0.70
3,507
0.08
1 otal 10,571 0.24 9, 068 0.21
Existing % Impervious 49.64%
Commercial Lot #3 Lot Area: 19,890 s.f. or 0.46 ac.
@ ..... ...,. d
: 0"1 ¢Iin ervious Cvv>e"r"a"e.'De`scri""Bona
m� L"a:$ �, "d gg� z� ,99e1-' 9 9I
8> .g��&44'B9.4id:
'°FF£SF&...>;.°Sp. :i:
e ge.4:8 :
s ;4r"ea:
;bf..
i °"Area
<p£
Y Facytori
�: �
•i£ F€
Ailj =lm�tper,°.
k 'Y
Ai1j:,lm3per..
• f 4:ef£ E°.
a a ' ° . ",W , .. � a � :'° r 6rf
-£ s�B
LF� )fir =
6e.
.5;� fA� ��
4& .�
; GO .,F is
Are
Existing Building
4,280
0.10
1.00
4,280
0.10
Existing Gravel ParkiM & Drives
2,717
0.06
0.70
1,902
0.04
Existing Concrete Sidewalk
244
0.01
1.00
244
0.01
Total
Existing % Impervious
Open Space
7,241 0.17
Lot Area: 7,972 s. f. or
6,426 0.15
32.31 %
0.18 ac.
4 a i{
s➢ $ �@¢Itn"cr`vio�<srCoverapQefDes'crin`°tfor"i�g=���a�� � 3gg°itl{yy;
px;""E°k<. Qx. E.P.. a#..s .4>4Pa ¢+11H££99g$..&;
.,.s3.i•t F3- E. iG... .4 } . . d 8S
•:,;o,:.`.
FeE _ i P
3.Y��=�.Area� �
.3 .4j .x; .5„': �¢°s
f q' £,xgi...is$'i zei'�.�P
4 S E - >££".3.
Areas;:, a
.:.:;3f: :.3fa.
Y:'x::',::%si.Bx.,�£.,
t'P �t k, Y'
" Factar;,��
L <..;R....:.£
o>�e`' Apia ^'t t,
},
.
Ad).ulna�]er��
.. J.. ,.£. p,„
s..§,.a:ii •,
f' £S
Ad Imper
.. ��.?. ,. •.':s.
' :;§•� •; p@id
£C:tl: ;:...,,¢a,$,i6i(F.S.,9 e3' .s:iii:.
u�aa g{ 'BEe :faa .£s ag. .gE ° N:u . � �.e �. $
E.Etaa" g 4 tt^�"' 6 k"6
, @L £, .
¢.: I� , aa$5, es8 s.
?3
➢...i y "L�?:e.>.
F
�.dea @68P% E �q �i�:�Y
pie: 1i 2'°:;
3i
�@'7. iF
ee _aa�c6�.at9i.<n;9£iLess��'.£.�¢��5'ePesaE<E�:atiE
; P'
��,�_.i?,)s�"�,`l,�,C.)..,,
�.f,Cc3��:AreQ,�(FTr�)r-Area=�(AC.j_�
No Impervious Coverage
0
a00
7.00
1 0
0.00
Total 0 0.00 0 0.00
Proposed % Impervious 0.00%

3849
Manchese Seafood Park High Density Stormwater Calculations
1111512002
Commercial Lot #4
Lot Area: 29,660 s. f. or 0.68 ac.
Impervtou�'Cnvcra`g'e`D
"Area
; Area
? Factor","
rldf Imper ::Idj
ntper:
(►'T2)
(Ac.)
f, O
Area''(
rea (Ac.)
Proposed Building
8,000
0.18
1.00
8,000
0.18
Proposed Paved Parking & Drives
6,854
0.16
1.00
6,854
0.16
Proposed Paved Access Roadway
4,657
0.11
1.00
4,657
0.11
Total 19,511 0.45 19,511 0.45
Proposed % Impervious 65.78%
Commercial Lot #4a Lot Area: 41, 700 s. f. or 0. 96 ac.
:? Impervious Goverage,,Descrtption, �
i,4rea� �,Area,#„
lactnr'
Adj'Imper
Adj lniper:;
1)
'Area'(A
ExisliM Building
3,051
0.07
1.00
3,051
0.07
Existing Concrete Sidewalk
827
0.02
1.00
827
0.02
Total 3,878 0.09 3,878 0.09
Existing % Impervious 9.30%
Access Easement #1 Lot Area: 10,442 s.f. or 0.24 ac,
"' ImperviousCuverage Description �� °� `
I 4
��� ;'Area`?��`'Area
i`f,
��'l%actnr`4�¢aJ
AdJ Imper
t1rJj Inrper:
i;©r
Area`1�,Cz)'
Area(Qc).f
a3't:.
(FT2),,(Ac.},
3 ;',
Proposed Paved Access Roadway
21888
0.07
1.00
2,888
0.07
Total 2, 888 0.07 2, 888 0.07
Proposed % Impervious 27.66%
Commercial Lot #5 lot Area: 30,083 s. f. or 0.69 ac.
lntpervtous Coverage Deticription3 " A
Area , `
Area
Factor
Adj Jmper
Adf Imper.
„
Area'�(r z)
�fl My Ac.) ',
Exislin g Building
228
0.01
1.00
228
0.01
Existing Unimproved Parking & Drives
752
0.02
0.65
489
0.01
Total 980 0.02 717 0.02
Existing % Impervious 2,38%
*This lot contains an existing water supply well, there are no proposed impervious surfaces withing the 100' well radius
Commercial Lot #6 Lot Area: 131,263 s. f. or 3.01 a c.
s lmpervrouc Govcrage l�eticriptinnc9s„g
t,,Area � $ �
Area,
;...(Ac:j
l actor ° j
�d1 Imper
t1d1 Inrjver.
Existing Building
4,235
0.10
1.00
4,235
0.10
Existing Gravel Parking & Drives
3,892
0.09
0.70
2,724
0.06
Existing Concrete Structures
618
0.01
1.00
618
0.01
Total 8,745 0.20 7,577 0.17
Existing % Jmpervious 5.77%
*This lot contains an existing w.w.t.p., the remainding structures, not indicated in the calculations, are self -containing
structures in which it is anticipated that no storrnwater runoff will result.

3849
Access Easement #2
Wanchese Seafood Park High Density Stormwater Calculations 1111512002
Lot Area: 24,173 s. f. or 0.55 ac.
Intpervtous Coverage Description
Area
Area,
Factor -
Ad1 Imper.
Irnper:
z
c
p
2
Area'(F,T `
•_ - .. ':
Area`(Ac,)
v
(FT
. (Ac:')
=)
Proposed Buildinss
1,600
0.04
1.00
1,600
0.04
Existing Gravel Parking & Drives
3,289
0.08
0.70
2,302
0.05
Proposed Paved Parking & Drives
1 1,789
1 0.04
1 1.00
1,789
1 0.04
Total 6,678 0.15 5,691 0.13
F,xistinglProposed % Impervious 23.54%
Commercial Lots #7-10 Lot Area: 221,621 s, f. or 5.09 ac.
Impervious'C'gverrage;Descrrptron #p <a':
#�
¢ Area, < ., i
:x$:?esiS
_ §�` 1
k Area s
Ej�
§
Factor 'b
'i.` �; �i
{Adj lnrper
tt� ➢< 1 i
t�•��eu� �
Aryl Intper
€P i S ,
�
#gM,€ 7 )
g��
(Ac:7
� ©� '
a
Areal(FTj i
k€.�&`�•,.r
Arear{Ac.)
a :(1 . ,..
:.
Existing Buildings
40,830
0.94
1.00
40,830
0.94
Proposed Gravel Parking & Drives
25,283
0.58
0.70
17,698
0.41
Existing Paved Parking & Drives
32,687
0.75
1.00
32,687
Proposed Buildia
8,000
0.18
1.00
8,000
0.18
Proposed Paved Parking& Drives
14,597
0.34
1.00
14,597
0.34
Total 121,397 2.79 113,812 2.61
ExistinglProposed % Impervious 51,35%
Commercial Lot #11 Lot Area: 16,144 s. f. or 0.37 ac.
in e'ivivus Covera e'I)escri ttort le ??- 4" W"
,
q P 3 gp { P ;
' srj_.
'i FY�
a
° s �Area�IN
3,
5� Al g?ip, I9
Ared
` `t'�. °S'1'€
Factor i
d. "
� r! Ine erg
J P
i?E:; �'j '" a a 3Z5
I d Irti er"
J P
VIIN ¢:-3W t >$4 g1, {F sP r�i
' '
�;i;iai
'
_€
€;kicplp5�l
it
§ �'l.l.:.� ,•.€�1_,. ...,�
(FT m.(AC,
)�).
Existing Building
3,031
0.07
1.00
3,031
0.07
Existing Gravel Parking & Drives
2,340
0.05
0.70
1,638
0.04
Total 5,371 0.12 4,669 0.11
Existing % Impervious 28.92%
Commercial Lot #12 Lot Area: 38,342 s.f. or 0.88 ac.
�ilinpe �ivrts Cnj erag `laesc€ipttort f € s
r Area ;� 'V
Ara
r A o���E
P�df
ftdf.,lmper:
� AFT
�
x
1lntpez
Are&(I,T.€)
`Area',(Ac.)
,�i�` 41
(Ac:)}
Proposed Building
13,200
0.30
1.00
13,200
0.30
Proposed Paved Parking & Drives
3,063
0.07
1.00
3,063
0.07
Proposed Concrete Structures
1 6,098
1 0.14
1 1.00
1 6,098
0.14
Total 22, 361 0.21 22,361 0.51
Proposed % Impervious 58.32%
Commercial Lot #13 Lot Area: 44,448 s. f. or 1.02 ac.
P Pcivintis`Cvverrt�le"Des`cri�j`trrni(€Ep ��d°�,"'`
(€ Cl I� s a�.:Ee @2kE St e}• a
{,P`<§¢`di-:"<}¢ii'io4°8s6�
; Ar`°ea'G�a j°n':
F' q. &€ E
'S IR� §•
Area'"af
�.{g3
!'9°'``F,actnr 8
€ �s
I E
Ad1 ,'I»t erg=
j 3 J93. P
'--a
6
Art)Iin'�}er+,.
J I�
; ) -
.$,.{ & } `4..1� B t... :I
_
¢88 SSS
'(
_
E 3 ,
c i;:
Z 9
Areas(I T_0)�
°Areaj(Ac.);
Iaistin , Building
4,993
0.11
1.00
4,993
0.11
&istin r Paved Parking & Drives
1,573
0.04
1.00
1,57.3
0.04
Proposed Paved Parking & Drives
18,170
0.42
1.00
18,170
0.42
Total 24,736 0.57 24,736 0.57
EristinglProposed % Impervious 55.65%

3849 Wanchese Seafood Park High Density Stormwater Calculations
1111512002
Commercial Lot #14 Lot Area: 13,564 s.f. or 0.31 ac.
Impervious'Caverage Descriptton?
reArea
(I 7 •Z)
'Area.Factor
(Ac:)
V.
Adj. Imper ',;
Area (FT Z)
Adj: Imper.
Area (Ac.) .
Existing Concrete Structures
HO
0.00
1.00
110
0.00
I otal 110 0. UU 11 U U. 00
Existing % Impervious 0.81%
Commercial Lot #15 Lot Area: 78,778 s. f. or 1.81 ac.
Intpervinus CvOerage,Descri Tian
p
Area
Area E
Factor.'.)
Adj. hnperr
Adj. Imper.'
ri
a
(FT z)
(AC)
©,. i
Area (FT!)
Area (Ac.}.€
Existing Building
6,996
0.16
1.00
6,996
0.16
Existing Paved Parki2g & Drives
6,837
0.16
1.00
6,837
0.16
Existing Unimproved Parking & Drives
22,120
0.51
0.65
14,378
0.33
Total 35,953 0.83 28,211 0.65
Existing % Impervious 35.81 %
Commercial Lot # 16 Lot Area: 37,752 s. f. or 0.87 ac.
Impervious Coverage Description,
_
Area'
(FT. 2)
.-Area%
(Ac:)
Factor
©•,
Ad . Imper.,1
Area,(FT z )<
Adj. Imper:
Area (Ac.)
Existing Building
620
0.01
1.00
620
0.01
Fristin g Paved Parking & Drives
4,868
0.11
1.00
4,868
0.11
Existing Unimproved Parkingc& Drives 1
23,814
1 0.55
0.65
15,479
1 0.36
Total 29,302 0.67 20,967 0.48
Existing % Impervious 55.54%
Access Easement #3 Lot Area: 4,995 s. f. or 0.11 ac.
CCoverage Des crtptton $ }
gq-
aaygad E` `Area 't
i1 { (F
.. (I'3T)
Area EQ
�B;i
I actor
£
O.
AdJ Imper
§ �y
Area°.(I 7t )
Adj rinaper ,
�.� � �:
Area (Ac ).
Evisting Gravel Access Roadway
2,025
0.05
0.70
1,418
0.03
Ti)tal 2,025 0.05 1,418 0.03
Existing % Impervious 28.38%
Commercial Lot #17 Lot Area: 74,985 s, f. or 1.72 ac.
Irttpervtouti Coverage Description
;��ss3 �,•:�'
Area
a
Q` (1,'.Ti)
Area
9�a
(Acj ���,
!actor
�
Acl1 Imper
Ared(FTEi)
Adj. -linper
Area (Ac.);
Existing Building
12682
0.29
1.00
IZ682
0.29
Existing Gravel Parking c& Drives
Z523
0.06
0.70
1,766
0.04
Existing Unimproved Parking c& Drives
8,948
0.21
1 0.65
5,816
0.13
Existing Concrete Paving
7,049
0,16
1.00
7.049
0.16
Existing Container Slorc ae Area
6,510
0,15
1.00
6,510
0.15
Exisliti a Tank
220
0.01
1.00
220
0.01
Proposed Building
10,000
0.23
1.00
101000
11.23
Total 47,932 1.10 44,043 1.01
ExistinglProposed % Impervious 58.74%

3849
Commercial Lot #18
Wanchese Seafood Park High Density Stormwater Calculations 1111512002
Lot Area: 35,321 s.f. or 0.81 ac.
i . (�
` t 91ni ervrous Covers a Descry Iron e; iP S
A -" E. ': a '¢ ¢ PH s' .?„3s
"»fie
"Arek ;'t be§
?p!
M
% ,'Area i, d
96 efFactor� ;6
gg
Adj aLnper
Adj'Imper .
ae . 6,,
'"
tia-:.�, ,.x.'�%
.Y.. .,niEgi'
i�'t
wi¢e.
E y.i
-a d
<• .I
�.��x
s°
d
3° w§��¢�r,.a �_.:.
(F.$),.�
(Ac:i.A
<.�©ad€,;,Area3(kT.):
Area(Ac.),
Existing Building
12,695
0.29
1.00
12,695
0.29
Existing Concrete Slab
394
0.01
1.00
394
0.01
Existing Gravel Parking & Drives
23,814
0.55
0.70
16,670
0.38
T9tal 36,903 0.85 29,759 0.68
Existing % Impervious 84.25%
Commercial Lot #19 Lot Area: 28 387 s. f, or 0. 65 ac.
;, ,Im ervrous "Dyers"""e;Descri tion g., . s..FaArea����¢_°.
f'K.,§? d s -[ Ea= .< _. ""
,?.. jI? , , , $�.°..:>:t.p99,, p,II...
Bay2�.9.tg�:EYi i.a.e HB
"°?
.<��5 »assE:'==<b�€a
�t.. 99
�.9.".... §
��.
,Area,Factur
?4=; §>9^,:°Cd: :. Py FC
E, a=.Se�•:°:'':,�{:d d!:,,�
e:46.}wee £"' -;.?
<; e5..�.�a$i ?t(:E:
Ad'Im er
Jd, P
�.....,. 3; ^'d3. '•;:°ae:e
i^'':¢4 °e :,rsv...a.
Ad Im er`
€..,1...`9'°...-:'a:...Pm' >6 .o
J e P 11 3¢(
�a aF`:'P .
&; PgE. �F3, 4 t ia9 e; 'Ea:°fi�Eg ;a...,°r'', , .3 1�'�ig„, , gp.
. -.. age,.
_6Ee!' t' '.3
i€ p¢
..€,Caro............:..$��€�9���..�.aE:.�(F",}<;ea:�(A'c.)}
Existing Gravel Parking & Drives
27,914
0.64
0.70
L 19,540
1 0.45
Total 27,914 0.64 19,540 0.4.5
Existing % Impervious 68.83%
Commercial Lot #19A Lot Area: 25,017 s. f. or 0.57 ac.
Inr ervraus Covers a Descry Iron P =tl tl .
� " "`
„P., a... �., . r,.. .£ . a. , �.e ° ¢ v Ep$ ,, s i..; .;
'•.r;.?g; . h °% g§ 9
�€ ; ArehT N'
; .6 . E•;:>:,
=i �€i,t:
Area '
`. S!_
-.:f.§;°?e¢?d?:€.E.[.�..1
,Factor t
Ad Gn er `#
J : PE.:a :
Ad `Irri`° er #
J p.':
y.$; .> ..�@.dd_a 55 >;syr,.i•..;•a¢:yy``:}":>R. ;,i,:€:_ ¢ :i;a..;aE:r ;
; '�¢4.i:. yy9-i.ge..�e@ (8�.
Sig '
�4";SS=aia.°$H..x�:e
g?�,�?ii eat 2s °F9°
:.,�'8 7 3
X
�,9e.e°I. Z. Fa
Areaf(FT4i
,,f. >
Ar,`ea,
' ,, � Y, A,
JPVT )n�fi� �
- .C�ic:)_ ,z
f. t �, ! _<R:
A6
Existing Gravel Parking & Drives
22,563
0.52
0.70
15,794
0.36
Total 2Z563 U52 15,794 0.30
Existing % Impervious 63.13%
Commercial Lot #19B Lot Area: 25,020 s. f. or 0.57 ac.
.... .-2r...§�:fF°e' � '§ 9 9 P E@
Im ervrous Covers a Descrt tron
g P * �k
aBIX§'L�f'
3�N �§ PB» » ,.,..m, ,.>..tl 9 < �:
Areae¢;�6
899
34 4. f,,
Area
��}�.
!
Factor
�ldfeIinper
Adf 1rnper:
S8_q3.B�
� �
�' ; �''..
§ } c1
I ¢
"£ '
©
Axed. FT,K `)
a
Area:(itc
:.:.,.. }... a 4h � �.,..., �..��� }' , .. a... � ......eg, ,r .
T )-
�..� is ff �( <, £ � s
�.� (�c ):°.h
E° s3.e, :». � ..,.
( }
.'
Proposed Building
5,000
0.11
I.00
.5,000
0.11
Proposed Gravel Parking & Drives
2,640
0.06
0.70
1,848
0.04
Proposed Paved Parking & Drives
3,993
0.09
1,00
3,993
0.09
Total 11,633 0.27 10,841 0.2.5
Proposed % Impervious 43.33%
Commercial Lot #20A Lot Area: 25,024 s. f. or 0.57 ac.
Impervious Coverage Descrrpiion,`Area'
a x _{;: pga has a R,,. E;,
4a8°aveft::= "; kia'�P'' iF, �r¢A°.,::
�9" s ,¢H ::
".-.8 S??f::: ' C
`.%:4:a:d¢?ao�Ee:..:
bFactor{F
, a§ y
8
»S:
`fldjTritper'tl
Tls7ag�
4dJImper:.
Faar g .:.:$»...�,k:, a .....�a
: s: .. §..a s..:&gi.P...e Y:^':�'.,P., i¢>9
t';;.,.:s:� ;e yy{
i:a }' , 9C`$ai`.:..<.jt:
r FTs s
.iP. , , ,n
}q tl §.8 ':".L:h.,'4
tlb© 'Area
, a raa.#,s.�91;€
3 .QB E Z.6
` FTC
, R ,¢;..">< fthftl-?,<:Ie:
_, �)..�P�
G
"
Existing Building
8,092
0.19
1.00
8,092
0.19
Existing Concrete Pad
3,.565
0.08
1,00
3,565
0,08
Pro osed Gravel Parking & Drives
2,000
1 0.05
1 0.70
1 1,400
0.03
Existing Unimproved Parking & Drives
4,785 1
0.11
1 0.65
1 3,110
0.07
Total 18,442 0.42 16,167 0.37
Existing % Impervious 64.61 %

3849 Wanchese Seafood Park High Density Stonnwater Calculations 1111512002
Commercial Lot #22 Lot Area: 75,092 s.f. or 1. 72 ac.
linger 64o overdgoiDescriptlon,Q i-me4 :
P @
a £� @Area §
�
e,}Area��y
Factor',';
q
AdJ 6nper
Ad Irn
J p
a$
aa % a6s ., ,3;.:.s.se@v :.e;a#-?? ;.ierasri;;s..99�:i ;tga[ y�."9}'x„?''-; ;:per@"Barr` ! ,@@,
-ttEsa,,b:.d,t£9a£"G �s j � { � § d9 %[b bB E �
��
y;$ 3;'8",gRf�;;�8 @}'. g: �zg'
' P' Z £ gt
0�i -a ..¢.r:.
£ £
g 'g t,
'°`
@
E ."'i.. @ • g
r:<= xE:BC.9s a f ., g,,, a:s
FT 4
s ?..(_ae _ R ,r`ah.,.:,,:.da.
Ac. �; m..4
;zt
; 3t.'°,A.$, ©,s? . 7 ..
Area:= F.,T
.( Pi;'t
rear A'cr
Evisling Building
13,583
0.31
1.00
13,583
0.31
Existing Concrete Sidewalk
787
0.02
1.00
781
0.02
Existing Unimproved Parking & Drives
1 51,526
1.18
0.65
33,492
1 0.77
Total 65, 690 1.51 47,,i56 1,1 U
Existing % Impervious 63.73%
Commercial Lot #23 Lot Area: 81,055 s.f. or 1.86 ac.
NuImervroris°Covers a Descrr tzon; g M, I ga '
;k¢ro£. F^•ss: £:...' ,.�e...,;,.
F . ¢; F$ 2 sard' S Y••:.:•:::: Rim
e %
_:` ° B` Area
{:le,L!:Preg�9
°i �*8a<t,.eF.e
Area
6� p a4����@g
Factar
- 3e
Ad ' Im er }
`$vet ;
Ad k°7in"' eri
,d?; ..;!?# . . a a.@
's: � : ab:3$g-�-.fi:
js k,.YRN
R;U._r:=ss.:
p�Lrt., ..eEe�
TON(
ai8Y
(g.:�E c
...,,,. 2'.
" y€ I�
A�eM....
.a,9".':... 6ie'e:a,::€:3s3,. ..£i£g,'.4....:'S>,....M<.<pJ;
:k:M:i:BCB688fi904Rasg:2::t :azedriia_ •rxa ix -fL ar.;. E .:cWPOM-N�.<�.<n£$kll E99iF:�N�°�.4:'WSli
:,9
fl3:� C• .rc F.a°egP
, 9R£<`'P'.
Envt3:.t$g9©.x}et•ht v%d-
.
(lyf;,.
Existing Building
2,632
0.06
1.00
Z632
0.06
Existing Unimproved Parking & Drives
73,645
1.69
0.65
47,869
1.10
Total 76,277 1.75 50,501 1.16
Existing % Impervious 62,30%
Commercial Lot#24 Lot Area: 33,000 s.f. or 0.76 ac.
Y.;twveiiW .aFr- ��@eB §.%➢�`�?£
mperviousCoverlageDescrrptran, }y�R
3.. �. g }. 2A ,>:{.:%. "£': &3j>_'3 §{B .�'t.3
m"=so�t`:6aaa.�.,.,. e ,�§bgtpx9g=¢;'$g'='4=?•£da:e, }3Y•'G": .:`.;
=�.<;g�� 8 fix.. E a, Q _ $ ?r. . 5�°� t
}8"�' �:' �" '- @£�'j' �#
ire. "Areaazqqy4�
3ey3> • %Fif=i::ti�' ;:,t;p{pY ,=;:'
. kY.:. .�.! F; £d;<'e=
: � (F:?� L
G:::SgW' FrwFrae.9 p
Bg �AreaG�w
"£GQ $FB�,?q?@p £.
;:�•t 9 1,�„?.�...{p' -.
.� (Ac:j ...,
bq,� o "co:r. xq.ga
£,s=FacHforr
<f�[3'"':§Bre6 Y.f£:if�:
?'eg::E:�'9'eiPF y,b,
_ 4.. _©e a.�� �
�@ �
Arlj ImperArIJ
y9; £'.._ �8.. P
e;4?�,as'ag'.�,e"» 2 .".3
Area-�(1 T.,;n:)
In:per;:
.,Eii - Y6E K[tty:.
,,.. ?.r,k ,• sbc;l .�i
Area',?(Ac:Js3
Existing Building
41646
0.11
1.00
4,646
0.11
Existing Unimproved Parking & Drives
14,962
0.34
0.65
9,725
0.22
Total 19, 608 0.45 14, 371 t1.33
Existing % Impervious 43.55%
Commercial Lot #25 Lot Area: 32,400 s.f. or 0.74 ac.
a _.. ;::.<:; - '0� 3 i98:9B«`.:¢' 1$q:'s$:
% ,£ Im erVlous=Coverage Descrrptlon. 3 ,:,B;a°•,§.
£`:: ! B ,.,.Y%. a°9G�5°'`&: .4:8-.3" e=•s3i: .' :: e¢§:'6::':. B:vE�;,t... ;k-d d's>.�a= ,:ri:i.r9»<P".S {.j-;
8 �� M�7 8�.?ifFd6tg:?9.g.,.
?i ,.5� y�r �, .°.are.,,,.m £
:; g:Area,e::rts<<
.,. .�E: m°§S@ sY g
3,$i
�AreaG ° °,
£B":p�.^.e°.M?xki3:.'9}� CB,.
'e8va@ e
i[3 �,r3'._
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<F, actor:;.,
E. Q�F<Fs.g%#C:
e�y w •� .<c.: r.;.,F,.rvgP
:
Ad Im ex
A> 4»°'<..£f':
Af'; :...,.. .:<..,;
Ad Irn er:,
E ES " d }?. I?.; as"err. e`Y3..p a{?$=s.a ,4...r,.
¢ pp t 3 S Ee ., .., P s '.k£: °,e::33.§. :.8.";:::.. }c§'tS-,
I�ia_ia
'.i € xY §
(I' 1
t
B 3.,.'29 6::
��r(Ac.1)
< ¢d .m+'fs
<
Area I�T,iF
(Act
t
.._:. r. .....: _ :e ��. ; G ;�9 � �t
,z� €<-M;
,':1,01B
_�Qr.
,. r
:Area:
Existing Unimproved ParkiLg & Drives
8,507
0.20
0.65
5,530
0.13
Proposed Gravel Parking & Drives
16,245
0.37
0.70
11,372
0.26
Total 8,507 0.20 16,901 0.13
Existing % Impervious 52.16%
Commercial Lot #26B Lot Area: 13,794 s.f. or 0.32 ac.
ero ,.. ..¢".a.a. c,. e .. a<. e,v,.e,P
_< Im ervxous,Govera a°`Descry t:on
.,•{{ .:. P..aa :-:,:--,a.:LL„„!:" l? .ui �:.:_: r ' {
sY:.�'¢°e'8.;.....::.'�g£:':°'.[t::c"%'e'e:e ;'.Y : Y tot§iov;'.=t,` ;gg. qi:` i<, g[ ., ., 5r�e?
ay3;: g °;9r�g
'.. i f ¢C:e,
:°E::Areas
??;.8, ' [$::pay6 ,,
i ...9 :�:W6vF pa P `b�
F 6dasF
r ...,
i tB:BY 3 `� p B'.
9r
$'' :�
Factnr
�. ". ;
§.E f�."a?i}i>B�ABB¢$:3.
d 8 4"f'
R
��
- ...''R
Ad :�Im er..,
:. J,.L ....P..,., c
'i?gr�
3?:..P
.::s �ajl
Ad 1m er.,
1., F.,"r
Y
t: E sist.>j�." ? "'ys€.
es i -@9Y to".°• , f�`.2"$�,}E
.; .. I�fC aP 'y s3 @ 3' F" @�k �i§- #i G°i',�:P9YE,. %4s
i �. G @�8 »< 3: b • e ee§�9 N £ i:a°
� ��.;
;#.�',r :. 3 s;?i-;
i£, .4 .. a. F e .s
.,.. . ".32
§q P
4 ,ia.
`, (g??:
', y § i
I
T
s
(FT
P
r .� ..
Ki ,uE..n .?� 9�> g:� R, r E;...� �v.�.M�:,���e;E� YEse.•tE�r�
�rrr�(FT}.I � �
:(A_c:).
i:.Q�E�
Proposed BuildinK
5,000
0.11
1.00
5,000
0.11
Proposed Paved Parking & Drives
3,870
0.09
1.00
3,870
0.09
Total 8,870 0.20 8,870 0.20
Proposed % Impervious 64.30%
Commercial Lot #26A Lot Area: 13,813 s.f. or 0.32 ac.
'rnPervraus:CerSescrr ramncS4
v?."�F°aa
A
Adj €
ftl�dIYj,UFI{f�l
E�Y
�+' §
B tw
1
}`
.59o3 sn<i£l_,�<t.F§6%
/
,3m(Ali)s
Proposed Building
5,000
0.11
1.00
.5,000
0.11
Proposed Paved Parking & Drives
4,859
0.11
1.00
4,859
0.11
Total 9,859 0.23 9, 859 0.23
Proposed % Impervious 71,37%

3849
Commercial Lot #27
Wanchese Seafood Park High Density Stormwater Calculations 1111512002
Lot Area: 27,682 s.f or 0.64 ac,
Impervious Coverage Description ''
, 'Area
(FT 2
': Area
!odor
fl dj. lmper: �
Area, (FT... )'
Adj:', Imper.
Area (AC.),
Exislin > Building
6,415
0.15
1.00
6,415
0.15
Existing Unimproved Parkin & Drives
8,535
0.20
0.65
5,548
0.13
Exislin g Paved Parking & Drives
1 1,392
0.03
1.00
1,392
0.03
Existing Concrete pad
1 1,257
0.03
1.00
1,257
0.03
Total 17,599 0.40 14,012 0.34
Existing % Impervious 52.78%
Commercial Lot #28 Lot Area: 10,341 s.f or 0.38 ac.
Impervious Coverage Description:
Area..
"Area
Factor ".
Adj. Imper:
Adj: Imper:.
r .ar .v a '? :
. .... ... .. .. .. . ..,� ..,..,a. A. .. ..: ...
.<..
.. ..
,
A"e'a (A&!)."
Existing Building
5,135
0.12
1.00
5,135
0.12
Existing Concrete Sidewalk
177
0.00
1.00
177
0.00
Existing Unimproved Parking & Drives 1
6,475
0,15
0.65
4,209 1
0.10
Total 11,787 0.27 9,521 0.22
Existing % Impervious 58.26%
Commercial Lot #28A Lot Area: 13,649 s.f or 0.31 ac.
Itnpervi6tic Coverage Descrip'tio r-;
Area ,;:
(FL2
`'Area
Factor
Adj. Imper.
Adj. Irnper
Existing Building
6,183
0,14
1.00
6,183
0.14
Existing Stora �c Container
350
0.01
1.00
350
0.01
Existing Unimproved Parking& Drives
2,867
0,07
0.65
1,864
0.04
Total 9,400 0.22 8,397 U.19
Existing % Impervious 61.52%
Access Easement #4 Lot Area. 8,281 s.f. or 0.19 ac.
Lnpervrorrs Co►erage.Description
�- Area
`"Area
'':Factor`,,
Adj. Imper.
Adj_ Imper:
(FT�).
(Ac.)
©€;'
Area; (F7"l)
areae.) ;
(A
Existing Gravel flccess Roadway
2,025
0.05
0.70
1,418
0,03
Total 2,025 0.05 1,418 0.03
Existing % Impervious 17.12%
Commercial Lot #29 Lot Area: 25,274 s.f. or 0.58 ac.
Irnp'h46 is Coverage Description
a.
Area
.(FT}
'Area'
(Ac.)
Factor
C ;,•Ar'eii,(1T��).
AiU: Iritper.,
Adj. Imper:
�rlred;�(Ac.)
Existing Building
5,180
0.12
1.00
5,180
0.12
Existing Concrete Sidewalk
399
0.01
1.00
399
0.01
Existing Paved Parking & Drives
t 933
1 0.02
1 0.65
1 606
0.01
Total 6,512 0.15 6,185 0.14
Existing % Impervious 24.47%

3849
Commercial Lot #29A
Wanchese Seafood Park High Density Stormwaler Calculations 1111512002
Lot Area: 43,034 s. f. or 0.99 ac.
Imperti�ious Coverage Description °'
a
area r .
' (FT1) k
'Area
(Ac:)
"Factor .
©:a.
Adj. Cmper
Area (FT 2i) `
Adj. IrnpcT:
Area. (Ac.)
Evisling Building
5,180
0.12
1.00
5,180
0.12
Existing Concrete Structure
1,332
0.03
1.00
1,332
0.03
Existing Unimproved Parking& Drives
5,097
0.12
0.65
3,313
0.08
Total
Existing % Impervious
Commercial Lot #30
11,609 0.27
Lot Area: 59,813 s, f. or
9,825 0.23
22.8.3%
1.37 ac.
Impervious Coverage Description „
A
Area$
Area
{flcj
Factor
©'
Adj. Imper.K
Area' ,T,,
Adj. Imper.
Area (Ac) ,
Existing Building
7,465
0.17
1.00
7,465
0.17
Eristin • Unimproved Parking cir Drives
13,213
0.30
0.65
8.588
0.20
Eristin g Paved Parking & Drives
1 18,753
1 0.43
1.00
18,753
0.43
Existing Gravel Parking & Drives
1 6,104
1 0.14
0.70
1 4,273
0.10
Total 45,535 1.05 39,079 0.90
Existing % Impervious 65.34%
Right -of -Way Area: 204,734 s f. or 4.70 ac.
hnp'ervimis Coverage Description , "'
Area a
FT?).
Area
:(, -)
Factor
F (0',:x
Arl . •Imper:
Area (FTC)
Adj." lntpq.
Area (Ac.)
Existing Paved Drive nil, Aprons
4,486
0.10
1.00
4,486
0.10
Eristin T Unim roved Driveway Aprons
8,794
0.20
0.65
5,716
0,13
Existing Gravel Driveway A rons
12,704
0.29
0.70
8,893
0.20
Pro posed Paved Driveway Aprons
4,420
0.10
1.00
4,420
0.10
laisling Paved Roadway
77,384
1.78
1.00
77,384
1.78
Proposed Paved Roadway A ddition
19,247
0.44
0.70
13,473
0.31
Total 127,035 2.92
EristinglProposed % Impervious
�. r; Description `
Area(sfj: `'
Area(ac)''
Right-of-way area:
204,734
4.70
Eristing/Proposed Impervious Coverage
114,372
2.63
in Right -of -Way
Adjusted Impervious Lot Coverage:
658,164
15.11
Total Impervious Coverage:
772,536
17.73
Total Drainage Area:
1,679,711
38.56
% Impervious Coverage
45.99%
Total Drainage Area (ft z ) (DA)
Calculated Impervious Coverage
Percent Impervious(I)
Rv = .05+ .009(I)
Required Storage Volume (ft3) (Pl,) = (1.5") (1 "112")xR ,.xDA
114,372 0.54
55.86%
1,679,711 38.56
772,536 17.73
4599 %
0.46
97,408 ft'�

il. Stormwater Management Narrative:
The following developmental activities require a stormwater management permit under Rule
.1003 of the NCDENR Division of Water Quality Administrative Code for Stormwater
Management,15A NCAC 2H.1000. Developmental activities will result in the project being
permitted pursuant with Rule .1005 (2) (b), High Density Projects, with proposed built -upon
area of 30% or greater, and stormwater runoff primarily transported by vegetative
conveyances and an existing catch basin drainage network. This project has been previously
permitted as a low -density project with the latest amendment occurring August, 2000. Upon
further review, it had been discovered that a majority of the commercial lots exceeded the
maximum allowable 30% impervious coverage. The intent of this application is to modify the
existing low -density permit to a high -density permit based on existing and proposed
developmental activities. The project will consist of the construction of roadway and drainage
infrastructure improvements to service the existing and future development of the 35
commercial lot Wanchese Seafood Industrial Park on the existing 38.56 ac. tract. The site is
located off of NC 345 and Harbor Drive in Wanchese Township, Dare County, North
Carolina.
Site soils are mainly composed fill material that was dredged for the adjacent basin to
create the high ground portion of the project. The soils are generally sandy loams that
exist throughout the surface and subsoil layers. These soils are nearly level, excessively
drained soils. The seasonal high water table is estimated to be located approximately
4.5 feet below the existing ground surface, (this based on site conditions observed and
confirmed through aerial topography).
The site can be described as nearly level with light to moderate vegetation concentrated
along the periphery of the tract. High Ground area is located along the majority of the tract
with "404" wetlands located along the outlying areas of the property boundaries. An existing
man-made basin borders the western boundary line with an existing pier for the docking of
sea -faring vessles. The "404" wetlands located to the east transition to the surface waters of
Broad Creek. Broad Creek water classification has been has been defined as an SC
classification. The site is currently developed with commercial businesses with existing
roadway, utility and drainage infrastructure.
RECEIVE®
NOV 2 0 �2002
OWQ-WARO

All development activities are to be designed in conformity with the requirements for
application and issuance of permits for stormwater management systems in pursuant with
rules .1003 and .1005 in accordance with G.S. 143-215.1 and 15A NCAC 2H .0200 as set
forth. These requirements are designed to control pollutants associated with stormwater
runoff applicable to development of land for residential, commercial, industrial, or institutional
uses. The developmental activities as described above have been designed in compliance
with the requirements as set forth in stormwater management within coastal counties Rule
.1005, section 2, subparagraph B:
(i) No direct outlet channels or pipes to SA waters unless permitted in accordance with
15A NCAC 2H.0216
(ii) Control systems must be infiltration systems designed in accordance with Rule .1008
of this section to control the runoff from all surfaces generated by one and one-half
inches of rainfall. Alternatives as described in Rule .1008(h) of this section may also
be approved if they do not discharge to surface waters in response to the design
storm;
(iii) Runoff in excess of the design volume must flow overland through a vegetative filter
designed in accordance with Rule .1008 of this section with a minimum length of 50
feet measured from mean high water of SA waters.
Design of the stormwater management measures are based on the design criteria indicated
in .1008(d) Infiltration System Requirements, under the NCDENR Division of Water Quality
Administrative Code for Stormwater Management, 1 5A NCAC 2H.1000.
Stormwater Management Narrative (con't):
Stormwater runoff from all impervious surfaces will sheet flow overland into vegetative
infiltration swales that will convey stormwater through a network of proposed roadway swales
and drainage swales before eventually routed and discharged into proposed stormwater
infiltration basins. The proposed swales consist mainly of broad, shallow, vegetative filters
constructed with approximately 3:1 side slopes. Longitudinal slopes are kept relatively flat,
(0.1 % slope), to provide for low velocity flow, thereby aiding infiltration and sediment removal.
Enhanced removal efficiency from stormwater conveyed into the various infiltration
measures by achieving a minimum filtration length of 100 feet. .
The intent of the design is to provide adequate pollutant filtration measures from stormwater
runoff resulting from the existing high -density pockets of the associative development. To
achieve this, in this particular application, it was necessary to calculate the existing and
proposed impervious surface coverage from all existing and proposed development. Factors
were applied to the various forms of surfaces based on their perceived permeability, (a factor
of 1.0 was utilized for all hardened surfaces, (buildings & paved areas), with a coefficient of
.70 and .65 for gravel and unimproved surfaces respectively. These factors were multiplied
by the respective coefficient factors resulting in an adjusted impervious coverage calculation.
This number was then applied to all existing and proposed development based on the
corresponding surface types. This number is the figure that was utilized to compute the
required storage volume from the associative 1.5 in. rainfall storm event, (reference the High
Density stormwater calculation attached herein).

Stormwater Management Narrative (con't):
Based on the existing density of the development, it is necessary to supply additional
drainage measures to provide adequate pretreatment, prior to discharge into the surrounding
soils and adjoining surface waters. With an existing stormwater collection network operation,
the basis of design is to incorporate the existing drainage system while providing improved
filtration of sediment and pollutants for the design storm event. This is achieved by
incorporating infiltration swales and basins in conjunction with the provision of stone
dams/sediment traps to retain runoff in excess of the design storm event, prior to overflowing
to the existing drainage network. It is expected, that this will enhance the pollutant removal
efficiency and provide sufficient protection to the adjoining surface waters.
Vegetative filters have been designed in accordance with the "vegetative filter" definition
defined in Rule .1002 of Subchapter 2H Procedures for Permits: Approvals, Stormwater
Management Rules, September 1, 1995.
Basin #1 ( Commercial Lots 1,2,Portion of 2A, 27-30, Access Easement #4)
The 6.66 acre area delineated as Drainage Area #1 of the Wanchese Seafood Industrial
Park commercial subdivision consists of the following: existing and proposed commercial
development serviced by an asphalt roadway to be widened by an additional 4 foot. The
existing drainage infrastructure is being modified to account for the high -density pockets that
have resulted from the associative development.
To manage stormwater runoff from the existing and proposed roadway and building
construction to service the development in Drainage basin #1, rainfall will sheet flow
from the proposed impervious surfaces to the proposed drainage swales located
along each side of the entrance road. Stormwater runoff will be conveyed, through a
network on vegetative infiltration swales, to a proposed infiltration basin located to the
north of the existing building and parking lot on Lot 1. Rainfall runoff not conveyed to
this basin will accumulated to an approximate depth of 2 feet prior to being released
into the (3) existing drop inlets located along Harbor Rd.. Rock Dams/Sediment
Traps will be placed around the perimeter of the inlets prohibiting flow and pollutants
from entering the pipe network in excess of the 1.5" design storm event. The
adjoining infiltration swales and basin will retain rainfall runoff prior to infiltrating into
the surrounding soils in less than 1 day's time. (Reference drawings 384900st4-
384900st5 for detailed drainage flow and stormwater details)

Stormwater Management Narrative (con't):
Basin #2 (Commercial Lots Portion of 2A, Lots 3-6, 24-26B, Access Easement #1,
Open Space)
The 9.44 acre area delineated as Drainage Area #2 of the Wanchese Seafood Industrial
Park commercial subdivision consists of the following: existing and proposed commercial
development serviced by an asphalt roadway to be widened by an additional 4 foot. The
existing drainage infrastructure is being modified to account for the high -density pockets that
have resulted from the associative development.
To manage stormwater runoff from the existing and proposed roadway and building
construction to service the development in Drainage basin #2, rainfall will sheet flow
from the proposed impervious surfaces to the proposed drainage swales located
along each side of the access roadway. Stormwater runoff will be conveyed, through
a network on vegetative infiltration swales, to a proposed infiltration basin located in
the open space area adjacent to lots 3 & 4. Rainfall runoff not conveyed to this basin
will accumulated to an approximate depth of 2 feet prior to being released into the (4)
existing drop inlets located along Harbor Rd.. Rock Dams/Sediment Traps will be
placed around the perimeter of the inlets prohibiting flow and pollutants from entering
the pipe network in excess of the 1.5" design storm event. The adjoining infiltration
swales and basin will retain rainfall runoff prior to infiltrating into the surrounding soils
in less than 1 day's time. (Reference drawings 384900st4-384900st5 for detailed
drainage flow and stormwater details)
Basin #3 (Commercial Lots 7-12, Lots 19B-23 & Access Easement #2)
The 12.86 acre area delineated as Drainage Area #3 of the Wanchese Seafood industrial
Park commercial subdivision consists of the following: existing and proposed commercial
development serviced by an asphalt roadway to be widened by an additional 4 foot. The
existing drainage infrastructure is being modified to account for the high -density pockets that
have resulted from the associative development.
To manage stormwater runoff from the existing and proposed roadway and building
construction to service the development in Drainage basin #3, rainfall will sheet flow
from the proposed impervious surfaces to the proposed drainage swales located
along each side of the access roadway. Stormwater runoff will be conveyed, through
a network on vegetative infiltration swales, to proposed infiltration measures located
on the outer periphery of lots 7-10. Rainfall runoff not conveyed to this basin will
accumulated to an approximate depth of 2 feet prior to being released into the (7)
existing drop inlets located along Harbor Rd.. Rock Dams/Sediment Traps will be
placed around the perimeter of the inlets prohibiting flow and pollutants from entering
the pipe network in excess of the 1.5" design storm event. The adjoining infiltration
swales and basin will retain rainfall runoff prior to infiltrating into the surrounding soils
in less than 1 day's time. (Reference drawings 384900st4-384900st5 for detailed
drainage flow and stormwater details)

Stormwater Management Narrative con't :
Basin #4 (Commercial Lots 13-19A, Access Easement #3
The 9.62 acre area delineated as Drainage Area #4 of the Wanchese Seafood Industrial
Park commercial subdivision consists of the following: existing and proposed commercial
development serviced by an asphalt roadway to be widened by an additional 4 foot. The
existing drainage infrastructure is being modified to account for the high -density pockets that
have resulted from the associative development.
To manage stormwater runoff from the existing and proposed roadway and building
construction to service the development in Drainage basin #4, rainfall will sheet flow
from the proposed impervious surfaces to the proposed drainage swales located
along each side of the access roadway. Stormwater runoff will be conveyed, through
a network on vegetative infiltration swales, to proposed infiltration measures located
on Lot 14. The (2) existing drop inlets adjacent to this lot, (see sheet 384900st5 for
exact location), will be modified to convey runoff into the basin. Rainfall runoff in
excess of a 2.3" rainfall event will overflow into the existing inlets, thus conveying
runoff at the outfall points in Mill Landing Creek. All other runoff not conveyed to this
basin will accumulated to an approximate depth of 2 feet prior to being released into
the (2) existing drop inlets located along Harbor Rd.. Rock Dams/Sediment Traps will
be placed around the perimeter of the inlets prohibiting flow and pollutants from
entering the pipe network in excess of the 1.5" design storm event. The adjoining
infiltration swales and basin will retain rainfall runoff prior to infiltrating into the
surrounding soils in less than 1 day's time. (Reference drawings 384900st4-
384900st5 for detailed drainage flow and stormwater details)

Stormwater runoff from all impervious surfaces will be collected and conveyed into
vegetative filters located along all proposed roadways. The following information is in
conformance with the regulations as specified for low -density development:
1) Proposed impervious coverage of 45.99% over the total development area
2) Provision of vegetative infiltration filters and infiltration basins along all proposed
roadways to collect and transport stormwater runoff from all impervious surfaces.
3) Provision of a 50-foot wide buffer from all adjoining surface waters.
The following measures will be provided to control the conveyance of stormwater from the
proposed low -density development:
1) Proposed impervious coverage of 45.99% over the total development area
2) Provision of vegetative filters with relatively flat longitudinal slopes aiding in
infiltration and sediment removal.
3) Provision of additional infiltration stormwater basins for enhanced pollutant
removal efficiency and sediment removal.
4) Provisions of flow control baffle measures to deter sediment from entering
adjoining drop inlet drainage network.
5) Provision of approximately twice the storage volume required for enhanced
pollutant removal efficiency and sediment removal prior to transitioning into the
adjacent ground surface waters.

3849 Wanchese Seafood Park High Density Stormwater Calculations 1111512002
Design Storm Event Design Criteria
Design Development Activities:
Water Classification of Adjacent Surface Waters.
Design Storm Event
Stormwater Management 15A NCAC 2H.1005
Total Drainage Area
On -site Drainage Area
Off -Site Drainage Area
Total Drainage Area
Soils Report Data
High Density Option
SA
1.5 in. rainfall event
38.56 ac.
0 ac.
38.56 ac.
Soil Type* PsB-Psanunents
Infiltration Rate* (IR) .2-6.0 inlhr.
Seasonal High Water Table Elev. ** 4 ft. below existing grade
*Taken from the Soil Survey Manual, U.S. Dept. of Agriculture
**Data taken from On -Site Survey Data Collection
Drainage Basin Data
Drainage Basin Area #1
6.66 ac.
Drainage Basin Area #2
9.44 ac.
Drainage; Basin Area #3
12.86 ac.
Drainage Basin Area #4
9.62 ac.
Total Site Area
38.56 ac.
Rational Method Runoff Coefficients
Type of Surface
C Factor
For all watertight roof surfaces
0.75
to
0.95
For asphalt pavements
0.80
to
0.95
For concrete pavements
0.70
to
0.95
For gravel pavements
0.35
to
0.70
"For impervious soils(heavy)
0.40
to
0.65
*The runofj coefficients as indicated above have been referenced from the
Civil Engineering Reference Manual, with slopes tip to 2%.
For the purpose of the calculations,a C factor of 1.0 will be
utilized for all impervious surfaces and the greatest C factor for the remaining surfaces
RECEIVED
��NOV'f'24,,r�� 202
DWQ-WARD

0
30V09
NCDNR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Govemor . Donna D. Moffitt, Director William G. Ross Jr,, Secretary
April 1, 2003
MEMORANDUM:
TO:
FROM:
SUBJECT
Applicant:
Project Location:
Proposed Project:
,ss 710 -3
Or ►,�
Mr. Alan Klimek, Director
Division of Water Quality
Doug Huggett
Major Permits Processing Coordinator
APR — 2 K,',`3
D Q-ViA 0
CAMAIDREDGE & FILL Permit Application Review
NC Seafood Industrial Park Authority (Bailey Marina)
Lot 13 end of Harbor Road (SR 1140) in Wanchese, Dare County
Construct a 28 slip small boat marina
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by April 22, 2003. If you have any questions regarding the proposed project, please contact
Frank A. Jennings, III at [phone]. When appropriate, in-depth comments with supporting
data is 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] Internet: http://dom2.enr.state.nc.us
An Equal Opportunity 1 Aftirmative Action Employer — 50% Recycled 1 10% Post Consumer Paper

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Development Type ® FEE
1. Private, non-commercial
development that does not invctve
S250
the filling or excavation of any
wetlands or open water areas:
ll. Public or commercial development
that does rat involve the Filling or
S400
excavalfen of any wetlands or open
water areas:
ill. For development that involves the
filling and/or excavation of up to 1
acre of wetlands and/or open waler
areas, determine if A. B, C, or D
below applies:
M(A). For Private, non-commercial
development. It General water Quality
S250
Certification No.3301 (see attached)
can be applied:
III(B): For public or commercial
development, If General water Quality
5400
Certification hlo.3301 (see allched)
can be applied:
1IR(C). If General Water Quality
Certification No. 3301 (see attached)
could be applied, but DCM staff
determined that additional review and
$400
wriden DWQ concurrence is needed
because of concerns related to water
quality or aquatic life:
PPP
III(D). If General Water Quality
Certification No. 3301 (see attached)
S400
can not be applied:
IV. For development that involves
the rifling and/or excavation of more
S475
than one acre of wetlands and/or
open water areas:
DCM % DwQ %
14300 1601 �435100093 1625 8253) f24300 1602 435100095 2341
1c0 io (S250) 0% (50)
1CO% (S400) 0% (SO)
100% (S250) IN 0% (SO)
100% (S400) M a% (SO)
60% (S240) M 40% (St6O)
60% (5240) M 40% (S160)
60°e(S285) to 40% (S190)
4

'Awl
JI
t j

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: NC Seafood Industrial Park Authority (Bailey Marina)
2. LOCATION OF PROJECT SITE: Lot 13 end of Harbor Road (SR 1140), Wanchese, Dare County,
adjacent to Broad Creek
Photo Index - 2000: 183-2132 (L-6) 1995: 183-1892 (N-6) 1989: 152-15 (I-11) 1984: 140-506 (S-14)
State Plane Coordinates - X: 3002200 Y: 779100 Oregon Inlet UL
3. INVESTIGATION. TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 04/01/02 02/13/02 03/21/03
Was Applicant Present — No Yes No
5. PROCESSING PROCEDURE: Application Received - Pending EA Review
Office - Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Dare County
Land Classification From LUP - Conservation
(B) AEC(s) Involved: PTA, EW, ES, CW
(C) Water Dependent: Yes
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing — Treatment plant onsite not working
Planned - Septic drainfield
(F) Type of Structures: Existing - None
Planned - Marina, docks, dry storage building, travel lift ramp
(G) Estimated Annual Rate of Erosion: NIA
Source — NIA
7. HABITAT DESCRIPTION:
Ch arh-r1
[AREA]
P;1IPrl
C'nntiirPd
(A) Vegetated Wetlands
Coastal Wetlands, Estuarine Shoreline
200 sq.ft.
404 Estuarine Shoreline
160 s .ft.
(B) Non Vegetated Wetlands -Open Waters
Public Trust Area Estuarine Waters
4,122 sq. ft.
600 sq.ft.
72 000 sq. ft.
(C) Upland -Estuarine Shoreline
800 sq.ft.
1,200 sq.ft.
2,400 sq.ft. gravel
Outside AEC
14,400 s .ft. gravel
(D) Total Area Disturbed: 23,882 sq. ft. (.548 acre)
(E) Primary Nursery Area: No
(F) Water Classification: SA Open: Yes
8. PROJECT SUMMARY: The applicant proposes to construct a 28 slip small boat marina on lot 13 at
the NC Seafood Industrial Park.

NC Seafood Industrial Park Authority (Bailey Marina)
Field Investigation Report
Page Two
The applicant, the North Carolina Seafood Industrial Park Authority, owns and operates
a commercial industrial park located on 54 acres at the end of Harbor Road (SR 1140),
Wanchese, Roanoke Island, Dare County. The park has an extensive shoreline that fronts a
manmade basin off Mill Landing. Creek, Roanoke Sound and Broad Creek. The park was
created by filling an existing salt water marsh with spoil material. derived from dredging the
basin. The property is divided into lots that vary in size and are leased to tenants. Lot 13 is
approximately 1.02 acres in size and is located on the northeast side of Harbor Road and
adjacent to Broad Creek. It has an elevation of approximately 6 ft. above normal water level
and has sandy soils. The lot is vegetated mostly with.yard grasses.
The shoreline of Lot 13 has a coastal wetland fringe that varies in width from 0 to
approximately 30 ft. wide and is vegetated with Spartina alterniflora along the waterline and
Juncus roemerianus and Typha latifolia toward the upland area. Approximately 30 .ft. of the
shoreline is void of wetlands. Above the coastal wetland fringe, at an elevation of
approximately 2 ft. above normal water level (NWL) is a 404 wetland fringe vegetated with
common reed and grasses. Manmade features on the property include a 60' x 80' metal
building and a septic drain field.
Adjacent property consists of lots of varying sizes and similar characteristics. The lot to
the east is vacant and the lot to the west is also vacant and was permitted for a 28 slip small
boat marina.
The waters of Broad Creek are classified as SA by the Division of Environmental
Management and are open to shellfishing. The area of Broad Creek upstream from the
proposed development site is classified as a Primary Nursery Area by the Division of Marine
Fisheries. The water depth in the vicinity of the project range from 3'-5 1/2'.
The development proposal is for a 28 boat slip marina for open boats 24 feet or less in
length with no heads and no cabins. A boatramp for launching and recovery of boats and a
fuel dock is proposed for the marina infrastructure and a 241 ft. long floating wave attenuator
is proposed to protect the moorings.
The proposed upland development of the property consists of a 120' x 140' gravel
parking area and a 20,000 gallon fuel storage facility for retail sales.

NC Seafood Industrial Park Authority (Bailey Marina)
Field Investigation Report
Page Three
The marina development over water includes the construction of an 8', wide 20' long
mooring pier with 28 slips, 14 on each side. The slips are approximately 28' long and 12'
wide and 14 finger piers 12' long and 3' wide and 42 free standing mooring pilings. An 8'
wide 102' long elevated boardwalk will connect the mooring pier to the gravel parking area.
A 20' wide concrete pad boatramp is proposed to be located at the northwest corner of
the lot. The ramp will extend approximately 30' into Broad Creek. A 6' wide 60' long
launching pier is proposed on the north side of the ramp and an 8' wide 100' long launching
pier and fuel dock is proposed for the south side of the ramp.
The proposed wave attenuator will be located approximately 310' from shore and will
have a 50' return on the north end and will have a total length of 291' .
Anticipated lmpacts
The proposed project will shade approximately 4,122 sq. ft. of Public Trust Area,
Estuarine Waters Areas of Environmental Concern (AECs); 200 sq. ft. of Coastal Wetlands
and Estuarine Shoreline AECs; 160 sq. ft. of 404 wetlands within the Estuarine Shoreline;
and, 350 sq. ft. of upland within the Estuarine Shoreline AEC.
The boatramp will result in 600 sq. ft. of Public Trust Area, Estuarine Waters AECs
being filled and 1200 sq. ft. of Estuarine Shoreline Being covered with impervious su'rface.
The proposed gravel' parking area will result in approximately 16,800 sq. ft. of upland grassy
area being filled with gravel. Approximately 2,400 sq. ft. of the area is located in the
Estuarine Shoreline AEC. The total water area captured by the marina and breakwater will be
72,000 sq. ft. The fuel storage facility is located upland from any AECs; however, supply
lines will have to be buried between the tank and the fuel dock.
Temporary water turbidity will occur during construction. The project will result in
more boating activities and access in the area.
Submitted by: Frank A. Jennings, III
Date: March 26, 2003

Form DCM—MP-1
� PI-ECEIVE®
JAN 1 '3 z[l-?.�
APPLICATION COAL I.ZABE H4CITM1<N7
(To be completed by all applicants)
j�
c. Street address o ondary road number
1. APPLICANT S.R. 342, lot nchese Seafood Industrial Park
d. Is proposed work within city limits or planning
a. Landowner: jurisdiction? Yes X No
Name N.C. Seafood Industrial Park Authority
Address P.O. Box 549
City Wanchese State NC
Zip 27981 Day Phone [phone]
Fax [phone]
b. Authorized Agent:
Name Ouible & Associates, P.C.
Address PO Drawer 870
City Kitty Hawk State NC
Zip 27949 Day Phone [phone]
Fax [phone]
c. Project name (if any) Bailey Marina
NOTE: Permit will be issued in name of landowner(s), and/or
project name.
2. LOCATION OF PROPOSED
PROJECT
a. County Dare
b. City, town, community or landmark
Wanchese
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) Broad Creek, Roanoke Sound
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
Construction of a 28 slip marina with a boat ramp and
parking area, A wave attenuator will also be constructed
east of the proposed boat slips for protection of the slips
during inclement weather. See_encl_osed plat__
and narrative for a more detailed description of the
proi ect.
b. Is the proposed activity *maintenance of an existing
project, new work, or both? New work
c. Will the project be for public, private or commercial
use? Commercial
d. Give a brief description of purpose, use, methods of
construction and daily operations ofproposed project.
If more space is needed, please attach additional
pages. See enclosed narrative.
Revised 03/95

Form DCM—MP--1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 44,450 SF (1.02Acres)
b. Size of individual lot(s) NIA
c. Approximate elevation of tract above MHW or NWL
7.0'
d. Soil type(s) and texture(s) of tract
Psamments (PsB), fine sand, Hobanny muck [HoAl
organic muck.
e. Vegetation on tract Phragmites australi_s
Juncus roemeranus, Titpha lati folia.
f. Man-made features now on tract NIA
g. What is the CAMA Land Use Plan land classification
of the site? (Consult the local land use plan)
Conservation Transitional
X Developed Community
Rural' Other
h. How is the tract zoned by local government?
No zoning in Wanchese
i. Is the proposed project consistent with the applicable
zoning? X Yes No
(Attach zoning compliance certificate, if applicable)
J. 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
If yes, has a delineation been conducted? No
(Attach documentation, if available)
JAN 1 '3 20M
COASTAL MANAGEMENT
ELIZABETH CITY
m. Describe existing wastewater treatment facilities.
No existin wastewater facilities at this time.
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.) Surface runoff
o. Describe existing drinking water supply source.
Public water supply
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.
An accurate, dated work plat (including plan view
and cross -sectional drawings) drawn to scale in black
ink on an 8 t/2" by I i" white paper. (Refer to Coastal
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 lice.
Revised 03/95

Form DCM—MP-1
JAN 1 3 2003
• 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 Willie Ethridi4e Jr.
Address P.O. Box 77, Wachese, NC 27981
Phone
Name
Address
Phone
Name
Address
Phone
Willie Danials
P.O. Box 232, Wanchese, NC 27981
A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
• A check for $250 made payable to the Department of
Environment, Health, and Natural Resources (DEHNR)
to cover the costs of processing the application.
• 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.
C-u, 6 iAL MANAGEMENT
ELIZABETH CITY
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 permit.
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 follow-up monitoring of the
project.
I further certify that the information provided in this
application is truthful to the best of my knowledge.
This is the 8' day of January 2003 .
Print Name Bob Peele
Signature Z9DJS._,
Landowner or authorized agent
Please indicate attachments pertaining to your proposed
project.
X
DCM MP-2
Excavation and Fill Information
X
DCM MP-3
Upland Development
X
DCM MP-4
Structures Information
DCM MP-5
Bridges and Culverts
X
DCM MP-6
Marina Development
NOTE: Please sign and date each attachment in the
space provided at the bottom of each form.
Revised 03/95

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) or (NWL)
Canal
Boat
basin
Boat
ramp
Rock
groin
Rock
breakwater
Other
(Excluding
shoreline
stabilization)
Average Final
Existing Project
Length Width Depth Depth
30' 20' 3.5' at 3.5'
end of
ram
... Prf44
"'QASTA;..
u6I y
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 (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? _ Yes X No
NA
d. High ground excavation in cubic yards NA
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area
b. Dimensions of disposal area NIA
c. Do you claim title to disposal area?
Yes No NA
If no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? Yes _ No NIA
If yes, where?
e. Does the disposal area include any coastal wetlands
(marsh), SAVs or other wetlands? NIA
Yes No
Revised 0305

f. Does the disposal include any area in the water?
Yes No NIA
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization NIA
Bulkhead Riprap
b. Length
c. Average distance waterward of MHW or NWL
d. Maximum distance waterward of MHW or NWL
e. Shoreline erosion during preceding 12 months
(Source of information)
f. Type of bulkhead or riprap material
g. Amount of fill in cubic yards to be placed below water
level
(1) Riprap
(2) Bulkhead backfill
h. Type of fill material
i. Source of fill material
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
X Yes No
If yes,
(1) Amount of material to be placed in the water
_ 11 cubic yards
(2) Dimensions of fill area 20'x3O'
(3) Purpose of fill T Rrovide stable base for
boat ramp.
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
Yes X No
If yes,
(1) Dimensions of fill area NIA
(2) Purpose of fill NIA
5. GENERAL
a. How will excavated or fill material be kept on site and
erosion controlled? NIA
b. What type of construction equipment will be used (for
example, dragline, backhoe, or hydraulic dredge)?
NIA
c. Will wetlands be crossed in transporting equipment to
project site? Yes, X No
If yes, explain steps that will be taken to lessen
environmental impacts.
Applicar or`��ect me
Signature
I- T —0 3
Date ��aa
CEIV tea®
JAN 1.3 ?nn'�
COASTAL f�;:`1AGEMENT
FI..IZAi3L H CITY
Revised 03195

Form DCM-MP-3
UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
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.
a. Type and number of buildings, facilities, units or
structures proposed NIA No buildings proposed_
b. Number of lots or parcels One
c. Density (give the number of residential units and the
units per acre) NIA
d. Size of area to be graded, filled or disturbed including
roads, ditches, etc. 18,651 sf
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? Yes No
If yes, date submitted NIA
f. List the materials (such as marl, paver stone, asphalt,
or concrete) to be used for paved surfaces.
Gravel parking area
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. 29%
h. Projects that require a CAMA Major Development
Permit may also require a Stormwater Certification.
Has a site development plan been submitted to the
Division of Environmental Management for review?
X Yes No
If yes, date submitted
Describe proposed method of sewage disposal.
Onsite conventional wastewater system
c,UASTAL MANAGEMENT
ELIZABETH CITY
j. Have the facilities described in Item i. above received
state or Iocal approval? Project under review
(Attach appropriate documentation)
k. Describe location and type of proposed discharges to
waters of the state (for example, surface runoff,
sanitary wastewater, industrial/commercial effluent,
"wash down" and residential discharges).
Runoff from buildin s and gravel ark -in area will
be routed to_stormwater retention area for proper
disposal.
1. Describe proposed drinking water supply source (e.g.
well, community, public system, etc.)
Dare County public water supply
m. Will water be impounded? Yes X No
If yes, how many acres?
n. If the project is a oceanfront development, when was
the lots) .platted and recorded? NA
Bob Peele, Acting Director
Ap��plic t r � 'ect ante
Signature _• • .__
1- I--. bz
Date
Revised 03/95

Form DCM—MP-4
EC , VIE®
STRUCTURES
(Construction within Public Trust Areas)
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 which relate to this
proposed project.
Dock(s) and/or Pier(s)
(1) X Commercial Community _ Private
(2) Number 2
(3) Length 503' total, see plat for ind. length
(4) Width 6' & 8'
(5) Finger Piers X Yes No
(i) Number 14
(ii) Length 12'
(iii) Width varies 3' maximum
(6) Platform(s) Yes X No
(i) Number
(ii) Length,
(iii) Width
(7) Number of slips proposed 28
(8) Proximity of structure to adjacent riparian
property lines 1 935' north, 445' south
(9) Width of water body 3,429' (0.65 miles)
(10) Water depth at waterward end of pier at MLW
or NWL 5.01
b. Boathouse (including covered lifts) NIA
(1) Commercial Private
(2) Length
(3) Width
C.
Groin (e.g. wood, sheetpile, etc.)
(1) Number
(2) Length(s)
NIA
d. Breakwater (e.g. wood, sheetpile, etc.)
(1) Length 291' Wave attenuator
(2) Average distance from MHW, NWL or
wetlands 310'
(3) Maximum distance beyond MHW, NWL or
wetlands 323'
e. Mooring buoys NIA
(1) _ Commercial _Community — Private
(2) Number
(3) Description of buoy
(Color, inscription, size, anchor, etc.)
(4) Width of water body
(5) Distance buoy(s) to be placed beyond shoreline
,BAN 1 3 209"
�.i7_ M NAGEM TNT
f. Mooring structure (boatlift, mooring p111ngs, etc.)
(1) Commercial _Community _ Private
(2) Number
(3) Length
(4) Width
g. Other (Give complete description) X f n
Bob Peele. Acting Director
Ap li jec ame
Signature
l- ?-03
Date
Revised 03/95

Form DCM-MP-6
MARINA
DEVELOPMENT
(Required for the mooring of more than 10 vessels)
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.
1. MARINA CHARACTERISTICS
a. Check below the type of marina proposed.
X Commercial Public Residential
b. Will the marina be open to the general public?
X Yes No
c. If there is residential development associated with the
marina, how many units or lots are planned and how
many are currently developed?
NIA
Check all of the types of services to be provided.
Full service, including travel lift and/or rail
X Dockage, fuel, and marine supplies
X Dockage ("wet slips") only
Number of slips 28
Dry storage
Number of boats
X Boat ramps)
Other (describe)
c. Check below the proposed type of siting.
N/A
Land cut and access channel
N/A
Open water with dredging for basin and/or
channel
X
Open water, no dredging required
NIA
Other (describe)
f. Describe the typical boats to be served (for example,
open runabout, charter -boats, sail boats, mixed types).
open runabouts, cabin boats, sail boats
RFnEIVED
JAN 11 2T �
:;i_i/ASTAL P, r';'-•;N'�:NT
ELAZA(;,,.' t :,; !'Y
g. Typical boat length 24' or less
h. Maximum boat length 24'
i. Are any floating structures planned? No
If so, describe
2. MARINA OPERATIONS
a. Check each of the following sanitary facilities that
will be included in the proposed project.
X
Office toilets
X
Toilets for patrons
Number
1
Location At existing building see plan
NIA
Showers
NIA
Boat holding tank pumpout
Type and location
b. Describe treatment type and disposal location for all
sanitary wastewater. On -site location. Conventional
wastewater system.
c. Describe the disposal of solid waste, fish offal-and—
trashdisposal. Seafood Indutrial Park -trash can and
dumpster
How will overboard discharge of sewage from boats
be controlled? NIA
Revised 03/95

e. Give the location and number of "No Sewage
Discharge" signs proposed. _ 6 see enclosed plan
f. Describe the special design, if applicable, for
containing industrial type pollutants, such as paint,
sandblasting waste and petroleum products.
N/A
g. Where will residue from vessel maintenance be
disposed of ? NIA
h. Give the number of channel markers and "No Wake"
signs proposed. See enclosed elan
i. Give the location of fuel -handling facilities, and
describe the safety measures planned to protect area
water quality. NIA
J. Describe design measures that promote boat basin
flushing or circulation and that reduce water quality
impacts. The proposed marina design will construct
a wave attenuator that will allow water to currculate
in and out of the marina. Proposed - .piers will be
elevated by pile supported structures which will have
minimal effect on water flow.
k. What will be the marina policy on overnight and live -
board dockage? No live -aboard or overnight
docking allowed.
1. Is the proposed marina located near any shellfish
leases? Yes X No
If yes, give the name and address of the leaseholder.
m. If this project is an expansion of an existing marina,
what types of services are currently provided?
N/A
n. How many slips are now available? None
o. Is the marina proposed within a primary or secondary
nursery area? Yes X No
p. Is the marina proposed within an area open to
shellfish harvesting? X Yes _ No
q. Give the location and number of"Pumpout Available"
. signs proposed. N/A
Bob Peele, Acting Director
App]i � oject Name
Signature
Date RECEIVED
JAN 1 20"
;(`A'='TAL 11 OIAGFMENT
i i,7)RFTH UTY
Revised 03/95

ri
TMCAL MEAEKWATM
-TYPir-AL PIER CROSS SHMON
BROAD CREEK
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h,-RZ}
o�oF wArF9Q�
Michael F.-Easley, Governor
William G. Ross Jr., Secretary
r North Carolina Department of Environment and Natural Resources
p -C Alan W. Klimek, P.E. Director
Division of Water Quality
DIVISION OF WATER QUALITY
July 19, 2002
Wanchese Seafood Industrial Park
Attn: Mr. Bob Peele
PO Box 549
Wanchese, NC 27981
Subject: Stormwater Permit SW7000323
Wanchese Seafood Park
Dare County
Dear Mr. Peele:
This letter is in response to your request to update and
modify the subject low density permit. After reviewing the
information you provided, it became apparent that more than half of
the parcels within the Park now exceed 30 % impervious area. In
effect, these lots create high density pockets of development that
should receive stormwater treatment prior to being discharged to
the waters of the State.
In addition, this office has received a copy of the CAMA
Major Application for Umphlett Marina, which is proposed for Lot #
12. This project would result in approximately 60 % impervious
area and can be considered an additional high density pocket that
requires stormwater controls. Also, the shoulder expansion along
Harbor Road which we discussed would create additional impervious
surface and remove significant infiltration areas that are part of
the existing primary treatment measures on site.
Due to the Parks close proximity to surface waters, the
significant changes and increases in impervious area, and the lack
of adequate stormwater controls for high density pockets, it is
recommended that the Park submit a request and application for
engineered stormwater controls. The application, plans and
specifications, and a $ 420.00 application fee should be submitted
to this office. These control systems will need to be designed by
a Consulting Engineer.
943 Washington Square Mall Washington, N.C. 27889 Telephone [phone] FAX [phone]

Wanchese Seafood Industrial Park
July 19, 2002
Page Two
I realize that the above circumstances may pose some special
problems for the Park; and therefore, we are willing to meet with
you and your consultant, as soon as possible, to discuss permitting
solutions and reasonable, practical stormwater alternatives.
Please feel free to contact me at [phone], extension 264.
Sincerely,
William J. oore'
Environmental Engineer
Washington Regional Office
cc: Doug Huggett - DCM, Raleigh
Quible & Associates
Dare County Inspections
Washington Regional Office

WAN,CHESE—SEAFPOD—PARK TEI_:1-252-473-6139 Jul 31,02 14:11 No.001 P.01
NORTH CAROLINA
DEPARTMENT OF COMMERCE
615 HARBOR ROAD
P.O, BOX 549
WANCHESE, NORTH CAROLINA 27981
FAX: [phone]
FAX TRANSMITTAL MEMO
PLEASE DELIVER THE ACCOMPANYING PAGES TO:
NA E: B1LL MOORE - DIVISION OF WATER QUALITY
F #: 252-946-9215
STORMWATER MANAGEMENT PLAN
BOB PEELE
COORDINATOR -- OREGON INLET PROJECT
DIRECTOR - WANCHESE SEAFOOD
INDUSTRIAL PARK
DATE: JULY 31, 2002
AL PAGES TRANSMITTED INCLUDING THIS PAGE: 3
If you do not receive the total number of pages indicated, please notify
the originator at [phone] as soon as possible,
Thank you.
Mr. A*
AN copy is on the way in the mail. }

WANCHESE—SERFPOD—PARK TEL:[phone] Jul 31,02 14:13 No.002 P.01
NORTH CAROLINA
DEPARTMENT OF COMMERCE
615 HARBOR ROAD
P.O. SOX 549
WANCHESE, NORTH CAROLINA 27981
FAX: [phone]
FAX TRANSMITTAL. MEMO
PLEASE DELIVER THE ACCOMPANYING PAGES TO:
NAME: BILL MOORE - DIVISION OF WATER QUALITY
FAJ{ #: 252-946-9215
RF! STORMWATER MANAGEMENT PLAN
M: BOB PEELS
COORDINATOR - OREGON INLET PROJECT
DIRECTOR - WANCHESE SEAFOOD
INDUSTRIAL PARK
'E: JULY 31, 2002
AL PAGES TRANSMITTED INCLUDING THIS PAGE: 3
If you do not reccive the total number of pages indicated, please notify
the originator at [phone] as soon as possible.
Thunk you.
Mr
A +rd copy is on the way in the mail.

WANCHESE—SEAFPOD—PARK TEL_:1-252-473-6139 Jul 31,02 14:13 No.002 P.02
1
Michael
James T.
North Carolina
Department of Commerce
Wanchese Seafood Industrial Park
Easley, Governor
iin, a Secretary
Mr Bill Moore
En ironmental Engineer
NC Division of Water Quality
94 Washington Square Mall
Washington, NC 27839
Mr. Moore:
Bob Peele, Aetiag Dintt6r
July 30, 2002
Re: Stotmwaler Permit # SW7000323
Wattchese Seafood industrial Park
Th nk you for your advicc and assistance thus far in addressing stormwater management
in a Wanchese Seafood Industrial Park.
Sit a opening in 1981, the Park, has been considered a low -density project. However, the
pa of development in the Park over the last few years has now put the facility on the
thr shoid of being classified a high -density project,
To 8ddress current and future development in the Park, the NC Seafood Industrial Park
Au ority recently engaged art engineering firm to develop a high density stot'r>'►water
ma iagement plan. The plan will include measures to address stormwater management
for future marina projects, general development, and highway work proposed in the park.
It i my hope that you will allow the marina project on Lot 4 12 to move forward due to
the followin>t reasons.
North Carolina. A Betrer Puce To Be
PM OlUo Doz 349 •Wan4csc, Nash Caroling 27981
Tel: (252) 473.SgOeFarc: [phone]
mperlcr-pinn.net
An Pgwd Opportunity/A[ru-M116 a Arbon Emp"

WRNCHESE-SERFIDD-PARK TEL:[phone]
Jul 31,02 14:13 No.002 P.03
e
e
The NC Seafood Industrial park is committed to developilIg an overall stormwater
management plan that will govern current and future development in the Park,
The Wanchese Seafood Industrial Park is still under the 300/, impervious surface
threshold.
The marina project is on a very short timetable.
Ae marina project and roadwork are important to the future economic viability of the
Park.
Yo�r approval of the 'pending LAMA permit will be greatly appreciated. Thank you for
yo consideration of this matter.
Sincerely,
BOB PEELB
Director

July 30, 2002 f
Mr. Bill Moore .
Environmental Engineer
NC Division of Water Quality
943 Washington Square Mall
Washington, NC 27889
Re: Stormwater Permit # SW7000323
Wanchese Seafood Industrial Park
Dear Mr. Moore, -
Thank you for your advice and assistance thus far in addressing stormwater management
in the Wanchese Seafood Industrial Park.
Since opening in 1981, the Park has been considered a low -density project. However, the
pace of development in the Park over the last few years has now put the facility on the
threshold of being classified a high -density project.
To address current and future development in the Park, the NC Seafood Industrial Park
Authority recently engaged an engineering firm to develop a high density stormwater
management plan. The plan will include measures to address stormwater management
for future marina projects, general development, and highway work proposed in the Park.
It is my hope that you will allow the marina project on Lot # 12 to move forward due to
the following reasons.
• The NC Seafood Industrial Park is committed to developing an overall stormwater
management plan that will govern current and future development in the Park.
• The Wanchese Seafood Industrial Park is still under the 30% impervious surface
threshold.
• The marina project is on a very short timetable.
• The marina project and roadwork are important to the future economic viability of the
Park.

1
Your approval of the pending CAMA permit will be greatly appreciated. Thank you for
your consideration of this matter.
Sincerely,
BOB PEELS
Director

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APR 2 6 2002
North Carolina
Department of Commerce �WQ"WARO
Wanchese Seafood Industrial Park
Michael F. Easley, Governor Bob Peele, Acting Director
James T. Fain, III, Secretary April 25, 2002
Mr. Bill Moore
Environmental Engineer
NC Division of Water Quality
943 Washington Square Mall
Washington, NC 27889
RE: Stormwater Permit No. SW7000323
Wanchese Seafood Industrial Park
Dare County
Dear Mr. Moore:
Attached are revised lot coverage calculations for the Wanchese Seafood
Industrial Park. The Park last submitted data in March 2000. It is my hope that the
Division of Water Quality will consider modifying the Park's stormwater permit based on
the revised information. According to the enclosed figures, the facility's impervious
coverage after actual and proposed construction will be 29.2 %. We remain a low -
density project.
Changes in our lot coverage since March 14, 2000 are as follows:
Earlier calculations for the total square footage for Lots # 12 — 15 were
incorrect. A review of lot surveys shows a total area of 166,789 sq. ft., not
111,100 sq. ft. as reported in 2000.
• 10,904 sq. ft. of impervious surface (building and ramp) has been added to
Lot # 13.
• 10,690 sq. ft. of impervious surface (building and ramp) was built on Lot # 15
in'2001.
North Carolina. A Better Place To Be
Post Office Box 549 .Wanchese, North Carolina 27981
Tel: [phone]•Fax: [phone]
[e-mail]
An Equwl Opportunity/Affirmative Action Employer

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• 1,225 sq. ft. of concrete docking area has been added to Lot # 16.
• 2,700 sq. ft. of impervious surface (small storage building plus loading area)
was been added to Lot # 17 in 2001.
• Earlier calculations for impervious surface on Lot # 20A included a boat
storage area that was to be built in the future. The tenant has abandoned plans
for the storage area, so the total impervious area for Lot # 20A has been
lowered from 14,400 sq. ft. to 12,670 sq. ft.
• Portions of previous Lots # 29 and # 29A.have been used to create a new Lot
# 30. Based on new surveys, the total overall square footage of the three lots
ccm. ;ire is 127,815 en. ft not 117,916 2000.
• Lot # 29 was reduced in size by 48,784 sq. ft. to a new total area of 25,268
sq. ft. with 6,416 sq, ft. of impervious area.
• Lot # 29A was reduced in size by 11,196 sq. ft. to a new total area of
42,688 sq. ft. with 17,000 sq. ft. of impervious area.
• Lot # 30 was created with a total area of 59,858 sq. ft. with 33,784 sq. ft.
of impervious area (4,104 sq. ft. of new impervious area).
• According to the survey, Lot # 25's total area equals 32,400 sq. ft., not 33,000
sq. ft. as reported in 2000.
• The impervious area for Lot #'2 has been adjusted. Plans for a 7,644 sq. ft.
meeting facility have been abandoned.
In accordance with our permit, stormwater will continue to gradually drain across
shallow, grassed swales from the lots toward the road where it will gently seep and flow
through shallow roadside swales before reaching the stormwater collection system that
eY.'P.,t" R�11YJ d;C!!`-harGcs into thewaters of Wanchese Harbor.
.l �
Thank you for updating your file with the enclosed data. I look forward to
hearing from you regarding the status of the Park's stormwater management permit.
Sincerely,
BOB PEELE
Acting Director

Calculation of Lot Coverage
Wanchese Seafood Park Authority
May 8. 2002
LOT IM
TENANT.
TOTA L I QT R 'A
In Square feet
7 'r
AREAL In Square Feet
Impervious Area
29
GREGORY POOLE POWER SYSTEMS
25,269
6,416
25.390%
294
N.C. DIVISION OF MARINE FISHERIES
42,689
17,G00
-�7- 39:82°fo
`30
JOHN BAY LISS
59,858
33,784
56 4 4° o -
RIGHT OF WAY TO f.OTS 27, 28-A +xc 29-13
9,000
9,000
C"- _[C1(}-{ Q /o"�
27
BAVARIA SOUTH
27,G$?
9,505
28-B�N&S-
�.
OBX TOWING & VACANT
15,000
6,0w
2&A �
O'NEAL"SS1rA HARVEST
13,5�#9
6,S{l0
1�7:620J0
26
VACANT
27,81:5
0
0.00%
25
DBX TOWING
33jX11
[i
0-00%
24
DAVIS & DICKSON ENTERf'RISf.:S
33>I}OD
11,900
�3 �Uba/o_ -
'Z�3
DAVIS &. DICKSON I',1�1'I I?Rf'121tii:5
81,271
fi9,A91
-$6.003o
22
DAVIS & DICKSON E1J1'HRPRISI?a
75,335
63,965
:. 2 A
MICHAEL PARKS
24,837
12,670
t9-8
UNITED STATES COAST GUAR D
25,010
0
O,W%
19=b
OUTER BANKS MARINE MAIN,,rENANC F
24,997
23.500
C 94-. I%-"D
119 _,
HARBOR WELDING
29,434
24-434
=18--;
HARBOR. WELDING
32,521
17,590
17
WANCNESE TRAWL & SUPPLY
74,985
14,900
19,74%
1
PORT OFFICE
53,OM
5,649
10.66%
2
VACANT (PROPOSED ADFATION TO PARE:
OFFICE)
18,130
[I
O..CKr/o
2-A
MICHAEL PARKS
18,269
10,650
C5&.30%^`7
3
BAYCO
19,890
7,400
4
LOT 4 & RIGHT OF WAY
46,425
0
0.0%
5
WELLHOUSE
31,155
1,640
5.26%
4-A
ANTENNA S[TF REN1^A1:5
41,695
2,N)o
4.90%
6
IWASTEWATER PLANT
130,350
33,850
23.97%
p-
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Calculation of Lot Coverage
Wanehese Seafood Park Authority
Mav 8. 2002
LOTH
TENANT
'PoTAL LOT AREA
In Square reel
IOTA L IMPERVtOUS
AREA 1a Square Feet
Percentage of
Impervious Area
LOTS_7_10 ]
DAVIS & DICKSON ENTERPRISES
239.925
147,756
1'1
HATHAWAY MARINE
16,144
5,380
33"33%
`7 12 77OUTER
,--
BANKS MARINE
3$,-17�
3x�7. 0
C�0:00
13 '
OUTER BANKS MARINE
4a 11K
I0,904
24,53%
14
WAFER TOWER
5,4[�
-0
0.00%
15 '
OUTER BANKS MARINE
78,778
I{),690
I3-57%
16
VACANT
4%om)
1,225
306%
ROAD-RIGE1'T'O!'"WAYS
3 16,(X)I)
75,L?(Jt)
MARSH AREA _. 15 ACItl :S
65:3,g1{ u)
0.00%
TOTAL
53.84 ACRES (+1.25 AC7iFS)
2,345,292
639,"l
17,19%Q
Proposed Consiraction
12
Broad Creek Marina
22,800
(dry Stacking Building, 13ath xmi, Parking Ajfeai
IS
Broad Creek Marina
62. 13
d
9332
(Parking Area)
I
::�—
Road Widenin
TOTAL
044 Acres (+1.28 Acres)
2,34.5,282 ✓
692 723 `�
29.54%
eras
Gres
7-3
7 - o77
fi
7/ o7T
- 4,0

WANCHESE-SEAFIOD-PARK TEL:[phone] May 29-02 12:49 N0.001 P.01
OREGON INLET PROJECT OFFICE
NORTH CAROLINA DEPARTMENT OF COMMERCE
615 HARBOR ROAD
P.O. BOX 549
WANCHESE, NORTH CAROLINA 27981
[e-mail]
FAX: [phone]
FAX TRANSMITTAL MEMO
PLEASE DELIVER THC ACCOMPANYING PAGES TO:
NAME:
FA #:
RE•
DA
BILL MOORE
NC DIVISION OF WATER QUALITY
252-946-9215
AMENDED CALCULATIONS
LOT COVERAGE
WANCHESE SEAFOOD INDUSTRIAL PARK
BOB PEELE
COORDINATOR — OREGON INLET PROJECT
ACTING DIRECTOR — WANCHESE SEAFOOD
INDUSTRIAL PARK
"E: MAY 29, 2002
It PAGES TRANSMITTED INCLUDING THIS PAGE: 3
If you do not recoivc the total number of pages indicated, please notify
the originator at [phone] as soon as possible.
Thank you.
Per qur conversation this morning, here are the amended surface calculations. The
PROis Btlll below 30% total lot coverage. Thanks!
0

8- 1-02; 4 54Pm;Ou1ELE AND ASSOC,.
1 252 261 1200 # t/ 3
TO:
FROM
DATA
Wij
,TES, P.C.
Planning - Environmental Sciences
since 1959
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L
'TOTAL NUMBER OF PAGES: 3
(including this page)
AS REQUESTED
FOR YOUR INFORMATION
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FOR CONSIDERATION AND
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The
fo
ad
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NEED RESPONSE A.S.A.P.
PLEASE PHONE TO DISCUSS
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t 8 Juniper Trail
Post Office Drawer 870
Kitty Hawk, North Carolina 27949-0870
Phone: [phone] Fax: [phone]
E-Mail: [e-mail]
i

8- 1 -02 : 4
54PIV ; QU I ELE AND ASSOC.
: 1 252 Z01 i 26O
Quit
QuEble & AssocE
es, P.C.
PO, Drawer870
4Qt1y Hawk. NC 27949
ENGINEERING • FWPONI
IENTALSCIENCES . PL4NP41NG
Riono:2S2.2613.700
SlN
E 1959
Fat 252.26,-1260
PRINCIPALS
Sam C. Boyle, PE.
Jawo S. L=s t r, C.E.P.
Ediaido J.1kk%lwo. P.E.
August 1,
002
kcsMWES
JosepR J. Arkmf, R.E.
David S. Neff
Mr. Doug
Huggett
Major Pe
its Coordinator
NC Division
of Coastal Management
1638 Mail
Service Center
Raleigh, 3C
27699-1638
Re: Umpli f ett Marina - Major CAMA Permit Application Modification
Dear
Based on i number of conversations with Charles Jones representing the NC Division of Coastal
Managem -Int (DCM) , Bill Moore representing the NC Division of Water Quality (DWQ)
and Bob I ecle, Director of the Wanchese Seafood Industrial Park, the purpose of this
correspon lence is to request the phased issuance of the Major CAMA Permit for the
developm nt proposed in the Umphlett Marina CAMA Permit application. The request is being
made by t ie permit applicant based on a July 31, 2002 letter from DWQ (enclosed) indicating
that water related development can be permitted for the Umphlett project while an overall
stormwat F management plan is being developed for the entire Seafood Park.
With that' a background, the applicant requests that a Major CAMA Permit be issued for the
water depdent development proposed in the application. Permitting of upland development,
including! 111 impervious surface, proposed in the application will be deferred until an approved
stormwat management plan for the Park is in place. At that time a letter requesting the
amendme t of the CAMA permit to include the upland development, accompanied by the
stormwat permit, will be submitted to the DCM.
Thank yo for your attention to this request. If you have questions please contact me at 252-
261-3300
Sincerely
, CEP
cc: Bob P ,ele, Wanchese Seafood Industrial Park
Charlt s Jones, DCM
Bill J es, DWQ
Wayn i Umphlett, Harbor Welding

e- 7 -.02' 4 J54PN; QU 1 2L1= AND ASSOC.
r-:si -uX; 4:;e
;1 252 261 1260 4 3/ 3
_ _ tnz yco aura;W z
of wA r'I
0= 4G
❑ Niiff4w.�
Midtael F. Easley. Governor
William G. Ross Jr., Secretary
North Carolina Depart r mt of Environment and Natural Resources
DIVISION OF WATER QUALUV
July 31, 2002
Wanchese S� ood Industrial Park
Attn: Mr. Bob Peele
PO Box 54'
Wauchese, I;C 27981
S*ect; Wanchese Seafood Park
Future Development
Dare County
Dear Mr.
Alan W. Klimek, P.E. Dfrcotor
Division of Water Quality
This is in response, to your July 30 letter regarding future developinmt in the Paris, inclu ft
the propose marina on Lot it 12. I understand tliat the owners of Umphlett Marina wish to begin
conamcdor of the water -related structures as soon as possl)le (i.e. bulkhea.ding & wooden piers).
This constr iction activity could begin once the CAMA Major Permit issues; however, the
stormwalter janfttmg issues should be resolved pnor to any additional development on high ground.
4Ct
It forward to meeting with YOU, ar..d your enginccr, on Tuesday, August 6, 2002, to
discusslans and stonrriwater u magmcnt for the Park. If you have any questions, please feel
free to me at (252)9.46-6481.
cc:
Sincerely,
William J. to e,
Environmental Engineer
Washington Regional Office
Jones - DCK Morehead City, NC
& Associates
943 Washington Square Mill Washington, N.C. 27869 Telephone [phone] FAX [phone]

-M�
co
RECEUVED
.` AUG 0 12002
North Carolina ❑WQ-WARO
Department of Commerce
Wanchese Seafood .industrial Park
Michael F. Easley, Governor Bob Peele, Acting Director
James T. Fain, 111, Secretary
July 30, 2002
Mr. Bill Moore
Environmental Engineer
NC Division of Water Quality
943 Washington Square Mall
Washington, NC 27889
Re: Stormwater Permit # SW7000323
Wanchese Seafood Industrial Park
Dear Mr. Moore:
Thank you for your advice and assistance thus far in addressing stormwater management
in the Wanchese Seafood Industrial Park.
Since opening in 1981, the Park has been considered a low -density project. However, the
pace of development in the Park over the last few years has now put the facility on the
threshold of being classified a high -density project.
To address current and future development in the Park, the NC Seafood Industrial Park
Authority recently engaged an engineering firm to develop a high density stormwater
management plan. The plan will include measures to address stormwater management
for future marina projects, general development, and highway work proposed in the Park.
It is my hope that you will allow the marina project on Lot # 12 to move forward due to
the following reasons.
„ C „ o o North Carolina A Better Place To Be
Post Office Box 549 .Wanchese, North Carolina 27991
Tel: [phone].Fax: [phone]
seapark(gpinn.net
�� `® An Equal Opportunity/Affirmative Action Employer

F
ir! f,1a •A �l+:' a{1 'i (;'f•f'.►`�'� 1 y'llr,;, :e .d S�`S:rt'.:° �I
'.� 4 ,)t`S..y •,cy.�. ?" '°-.,Stti_ti'�'. ) '1t'�53:; f
.- i)�IiJriii'::i.", �_ifiJlJl .nor i'p, T ,%i'il!'�f_4, f].' j�'''w.�',Z•s•��.y5'`+� /i '1; �S
1,311.f't:�•. k'..'�; i, ���•v'�'frk�T_;f �r�'`yY=

• The NC Seafood Industrial Park is committed to developing an overall stormwater
management plan that will govern current and future development in the Park.
• The Wanchese Seafood Industrial Park is still under the 30% impervious surface
threshold.
• The marina project is on a very short timetable.
• The marina project and roadwork are important to the future economic viability of the
Park.
Your approval of the pending CAMA permit will be greatly appreciated. Thank you for
your consideration of this matter.
Sincerely,
BOB PEELE
Director

W A 90
Michael F. Easley, Governor
�O G William G. Ross Jr., Secretary
CrJ North Carolina Department of Environment and Natural Resources
-I Alan W. Klimek, P.E. Director
Division of Water Quality
DIVISION OF WATER QUALITY
July 31, 2002
Wanchese Seafood Industrial Park
Attn: Mr. Bob Peele
PO Box 549
Wanchese, NC 27981
Subject: Wanchese Seafood Park
Future Development
Dare County
Dear Mr. Peele:
This is in response to your July 30 letter regarding future development in the Park, including
the proposed marina on Lot # 12. 1 understand that the owners of Umphlett Marina wish to begin
construction of the water -related structures as soon as possible (i.e. bulkheading &wooden piers).
This construction activity could begin once the CAMA Major Permit issues; however, the
stormwater permitting issues should be resolved prior to any additional development on high ground.
We look forward to meeting with you, and your engineer, on Tuesday, August 6, 2002, to
discuss future plans and stormwater management for the Park. If you have any questions, please feel
free to contact me at [phone].
Sincerely,
William J. Moore,
Environmental Engineer
Washington Regional Office
cc: Charles Jones - DCM, Morehead City, NC
Quible & Associates
WARO
943 Washington Square Mail Washington, N.C. 27889 Telephone [phone] FAX [phone]

E
0
1{:\R'", Ro"
M�—Wmmm
t = Wanchese Seafood
Industrial Park
® 0
10 11 12 13
22 20a I 19b 19- 1 19
1 2a
2 0®
27 S � Lot # Tenant
28b 28a I Wanchese Seafood ]ndustrial Park Office
1 2 Vacant
2a Wanchese Boat Builders
3 Vacant
4 Vacancan
t
29a 40
Pinnacle Towers
5 Well House
6 Wastewater Treatment Plant
7, 8, 9, 10, Davis & Dickson
1 I Hathaway Marine & Capt. Marty's Baits
29 ® 12,13 Outer Hanks Marine Maintenance
15 Croswait Yachts, Ltd.
14 Water Tower
16 NC Division of Marine Fisheries Dock
30 :7 Wanchese Trawl Supply
8, 19 Harbor Welding & Anglers Aluminum
I9a Outer Hanks Marine Maintenance
19b US Coast Guard
i20a Wanehex Boat Builders
22, 23, 24 Davis & Dickson
25 Vacant
26 Vacant
IS Weeping Radish
283
O'Neal's Sea Harvest
28b north Vacant
28b south Vacant
293
NC Division of Marine Fisheries
14 Gregory Poole Equipment Company
30 Bayliss Boarworks
14 15
16

50VI � ,� _±M
NCDEN�
Natural Resources
North Carolina Department of Environment and Na t
. Division.of Coastal Management
Michael F. Easley, Governor Donna D. Moffitt, Director William G. Ross Jr., Secretary
May 7, 2002
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Project Location:
Mr. Greg Thorpe, Acting Director
Division of Water Quality
Doug Huggett
Major Permits Processing Coordinator
MAY 1 0 2002
DWQ-WARD
CAMA/DREDGE & FILL Permit Application Review
NC Seafood Industrial Park Authority (Umphlett Marina)
Lot 12, NC Seafood Industrial Park Authority SR 1140 in Wanchese, Dare
County and adjacent to Broad Creek
Proposed Project: Construct 28 slip small boat marina.
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by May 28, 2002. If you have any questions regarding the proposed project, please contact
Frank A. Jennings, III at [phone]. When appropriate, -in-depth comments with supporting
data is 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] Internet: hfp://dcm2.enr.state.nc.us
An Equal Opportunity 1 Affirmative Action Employer — 50% Recycled 1 10% Post Consumer Paper

Development Type
FEE
pCM %
1601 A35100093 1625 6253)
DWQ %(14300
r74300 1502 435100095 2341
I. Private, non-commercial
development that does not involve
S250
1009e (S250)
the filling or excavation of any
wetlands or open water areas:
II. Public or commercial development
that does not involve the filling or
5400
100% (5400)
excavation or any wetlands or open
water areas:
Ill. For development that involves the
filling andlor excavation of up to 1
acre of wetlands andlor open water
areas, determine if A, B, C, or D
below applies:
III(A). For Private, non-rommerciat
development If General water Quality
S250
100% (S250)
0% SO
( }
Certification No.3301 (see attached)
Carl be applied:
Iii(S): For puhVlc or commercial
development, if General water Quality
$400
100% (5400)
0% S0
( )
Certification No.3301 (see attached)
can be applied:
111(C). If General Water Quality
CertlGcat)an No. 3301 (see attached)
could be applied, but DCM staff
determined that additionat review and
S400
60% (S240)
40% (S160)
written DWQ concurrence is needed
because or concerns related to water
quality or aquatic life:
tll(D). If General Water Quality
Certification No. 3301 (sae attached}
S400
60% (S240)
40% (S160)
can not be applied:
IV. For development that involves
the filling andlor excavation or more
S475
60% (5285)
40% (Si90)
than one acre of wetlands andlor
open water areas:

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: NC Seafood Industrial Park Authority (Umphlett Marina)
2. LOCATION OF PROJECT SITE: Lot 12, end of Harbor Road (SR 1140), Wanchese, Dare County,
adjacent to Broad Creek
Photo Index - 2000: 183-2132(L-5) 1995: 183-1892 (N-6) '1989: 152-15 (I-11) 1984: 140-506 (S14)
State Plane Coordinates - X: 3002150 Y: 779000 Oregon Inlet UL
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — April 1, 2002 February 13, 2001
Was Applicant Present — No Yes
5. PROCESSING PROCEDURE: Application Received - Pending EA Review
Office - Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Dare County
Land Classification From LUP - Conservation
(B) AEC(s) Involved: PTA, EW, ES, CW
(C) Water Dependent: Yes
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing — Treatment plant onsite not working
Planned - Septic drainfield
(F) Type of Structures: Existing - None
Planned - Marina, docks, dry storage building, travel lift ramp
(G) Estimated Annual Rate of Erosion: NIA
Source NIA
7. HABITAT DESCRIPTION: [AREA)
DREDGED SHADED OTHER_
(A) Vegetated Wetlands
404
500 sq. ft.
Coastal Wetlands
900 sq. ft.
(B) Open Waters
Captured
PTA, EW
5180 sq. ft.
41,800 sq. ft.
(C) Upland
Estuarine Shoreline
440 sq. ft. (impervious)
Outside AEC
21,914 sq. ft. (impervious)
(D) Total Area Disturbed: 28,934 sq.ft. (.664 acre)
(E) Primary Nursery Area: No
(F) Water Classification: SA Open: Yes
8. PROJECT SUMMARY: The applicant proposes to construct a 28 slip small boat marina on lot 12 at
the NC Seafood Industrial Park.

NC Seafood Industrial Park Authority (Umphlett Marina)
Field Investigation Report
Page Two
Pro'ect Settin
The applicant, the North Carolina Seafood Industrial Park Authority, owns and operates
a commercial industrial park located on 54 acres at the end of Harbor Road (SR 1140),
Wanchese, Roanoke Island, Dare County. The park has an extensive shoreline that fronts a
manmade basin off Mill Landing Creek, Roanoke Sound and Broad Creek. The park was
created by filling an existing marsh with spoil material derived from dredging the basin. The
property is divided into lots that vary in size and are leased to tenants. Lot 12 is
approximately .6 acre in size and is located on the northeast side of Harbor Road and adjacent
to Broad Creek. It has an elevation of approximately 6 ft. above normal water level and has
sandy soils. The lot is vegetated mostly with yard grasses.
The shoreline of Lot 12 has a coastal wetland fringe approximately 35 ft. wide that is
vegetated with Spartina alterniflora along the waterline and Junctcs roemerianus toward the
upland area. Above the coastal wetland fringe at an elevation of approximately 2 ft. above
normal water level is a possible 404 wetland fringe vegetated with common reed and grasses.
Adjacent property consists of lots of varying sizes and similar physical characteristics.
The lot to the west has a marine repair facility and the lot to the east is vacant.
The waters of Broad Creek are classified as SA by the Division of Environmental
Management and are open to shellfishing. The area of Broad Creek upstream from the
proposed development site is classified as a Primary Nursery Area by the Division of Marine
Fisheries.
Development Proposal
The development proposal is for a 28 boat slip marina for open boats, 24 feet or less in
length, with no heads, and no cabins. Also proposed to protect the moorings is a 190 ft,
stationary breakwater and a travel lift for ingress and egress of boats to and from a proposed
upland dry storage facility.
The upland development of the property consists of a 120' x 110' dry storage building
with capacity for approximately 60 boats with an associated 6,118 sq. ft. of gravel parking and
a septic tank with drainfield wastewater system for patrons and employees. Also proposed is a
1,200 sq. ft. office and bathroom.
The marina development over water includes the construction of an 8' wide 200' long
staging pier and an 8' wide 185' long mooring pier with 28 slips, 14 on each side. The slips
are approximately 28' long and 12' wide and have 14 finger piers 12' long and 3' wide. An 8'
wide 175' long board walk will run generally parallel to the shoreline and connect both piers.

NC Seafood Industrial Park Authority (Umphlett Marina)
Field Investigation Report
Page Three
Two 6' wide 30' long trestle piers are proposed to allow a travel lift to operate. The
travel lift trestle will be located between the two main piers.. A 60' Iong 28' wide wooden
platform over the wetlands will provide a connection from the dry storage building to the
travel lift trestles. An 8' wide and approximately 60 ft. long walkway/boardwalk will provide
pedestrian access to the marina dock from the upland area. A 190' long breakwater structure
is proposed to be constructed at the end of the staging pier and to run parallel to the existing
shoreline approximately 250' out into the mouth of Broad Creek.
Anticipated Impacts
The proposed piers will result in the shading of approximately 5180 sq. ft. of Public
Trust Area, Estuarine Waters Areas of Environmental Concern (AECs). The travel lift ramp
and pedestrian boardwalk will cover approximately 900 sq. ft. of Coastal Wetlands AEC and
500 sq, ft. of possible 404 wetlands. The proposed gravel roadway for the travel lift will
result in the covering of approximately 440 sq. ft. of Estuarine horeline with semi -impervious
material. The total impervious surface for the lot will b354 sand the total water
area captured by the marina and breakwater will be 41,800 sq. ftTemporary water turbidity
will occur during construction. The project will result in more boating activities and access in
the area.
Submitted by: Frank A. Jennings, III
Date: April 26, 2002
---------------
38 17�-

Form DCM-MP-1
APPLICATION
(To be completed by all applicants)
c. Street address or secondary road number
1. APPLICANT S.R. 342, lot 12 Wanchese Seafood Industrial Park
a. Landowner:
Name N.C. Seafood Industrial Park Authority
Address P.O. Box 549
City Wanchese State NC
Zip 27981 Day Phone [phone]
Fax [phone]
b. Authorized Agent:
Name Quible & Associates, P.C.
Address PO Drawer 870
City Kitty Hawk State NC
Zip 27949 Day Phone [phone]
I--e — 20 2 - 3bo-
Fax [phone]�4014_1
c. Project name (if any) Um hlett Marina
NOTE: Permit will be issued in name of landowner(s), and/or
project name.
2. LOCATION OF PROPOSED
d. Is proposed work within city limits or planning
jurisdiction? Yes X No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) Broad Creek, Roanoke Sound
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
Construction of a 28 slip marina with a travel lift and 1 I0'
x 120' building for boat dry storage. A breakwater will also
be constructed east of the proposed boat slips for protection
of the slips during inclement weather. _See enclosed plat
and narrative for a more detailed descrirtion of the
project.
b. Is the proposed activity maintenance of an existing
project, new work, or both? New work
c. Will the project be for public, private or commercial
use? Commercial
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 enclosed narrative.
PROJECT
a. County Dare�����®
b. City, town, community or landmark APR 0
Wanchese
COASTAL ELIZAB TH CITYE T
Devised 03/95

r
Form DCM—MP—.1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 38,172 SF (0.87Acres)
b. Size of individual lot(s) N/A
c. Approximate elevation of tract above MHW or NWL
d. Soil type(s) and texture(s) of tract
Psamments (PsB), fine sand, Hobanny muck (HoA),
organic muck.
e. Vegetation on tract Phrggviltes a,uslraNs
Jztn,czi.s roem.eran.us, 7'ypha latifoliu.
f. Man-made features now on tract N/A
g. What is the CAMA Land Use Plan land classification
of the site? (Consult the local land use plan.)
X Conservation Transitional
Developed Community
Rural Other
h. How is the tract zoned by local government?
No zoning in Wanchese
i. Is the proposed project consistent with the applicable
zoning? X Yes No
(Attach zoning compliance certificate, 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
If yes, has a delineation been conducted? No
(Attach documentation, if available)
m. Describe existing wastewater treatment facilities.
No existinp, wastewater facilities at this time.
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.) Surface runoff
o. Describe existing drinking water supply source.
Public water supply_ __
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.
• An accurate, dated work plat (including plan view
and cross -sectional drawings) drawn to scale in black
ink on an 8 `F/z" by 11" white paper. (Refer to Coastal
Resources Commission Rule 7J.0203 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 arc 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.
ftcvised 03/95

4
Form DCM—MP-1
' 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 Willie Ethridge Jr.
Address P.O. Box 77, Wachese, NC 27981
Phone
Name Willie Danials
Address P.O. Box 232 Wanchese NC 27981
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.
° A check for $250 made payable to the Department of
Environment, Health, and Natural Resources (DEHNR)
to cover the costs of processing the application.
° 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 PERIMISSION
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 permit.
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 follow-up monitoring of the
project.
I further certify that the information provided in this
application is truthful to the best of my knowledge.
This is the 12 day of March ,2002 .
Print Name Bob P
Signature
Landowner orAuthorized Agent
Please indicate attachments pertaining to your proposed
project.
DCM MP-2
Excavation and Fill Information
X DCM MP-3
Upland Development
X DCM MP-4
Structures Information
DCM MP-5
Bridges and Culverts
X DCM MP-6
Marina Development
NOTE: Please sign and date each attachnient in the
space provided at the bottom of each farm.
Revised 03/95

Form DCM—MP-3
UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
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.
a. Type and number of buildings, facilities, units or
structures proposed 1 dry storage building totaling
13,200 SF
b. Number of lots or parcels One
c, Density (give the number of residential units and the
units per acre) NA
d. Size of area to be graded, filled or disturbed including
roads, ditches, etc. 22,354 sf
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? Yes No
If yes, date submitted NIA
f. List the materials (such as marl, paver stone, asphalt,
or concrete) to be used for paved surfaces.
Grave! parking area
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. There is no
impervious coverage within the 75' AEC.
h. Projects that require a CAMA Major Development
Permit may also require a Stormwater Certification.
Has a site development plan been submitted to the
Division of Environmental Management for review?
Yes X No
If yes, date submitted N/A
Onsite conventional wastewater system
j. Have the facilities described in Item i. above received
state or local approval? N/A
(4ttach appropriate documentation)
k. Describe location and type of proposed discharges to
waters of the state (for example, surface runoff,
sanitary wastewater, industrial/commercial effluent,
"wash down" and residential discharges).
Runoff from buildings. and gavel parking area will
be routed to stogi water retention area for proper_
disposal.
1-
1. Describe proposed drinking water supply source (e.g.
well, community, public system, etc.)
Dare County public water supply
rn. Will water be impounded? Yes X No
If yes, how many acres?
n. If the project is a oceanfront development, when was
the lot(s) platted and recorded? NA
Bob Pcele tin Dr ctor
Applican or ect ame
Signature
Date -
i. Describe proposed method of sewage disposal.
Revised 03/95

Form DCM-MP-4
STRUCTURES
(Construction within Public Trust Areas)
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 which relate to this
proposed project.
a. Dock(s) and/or Pier(s)
(1) X Commercial Community — Private
(2) Number 3
(3) Length 685' total, see plat for ind. lengths.
(4) Width 8'
(5) Finger Piers X Yes No
(i) Number 14
(ii) Length 12'
(iii) Width varies T maximum
(6) Platform(s) X Yes _ No
(i) Number 1
(ii) Length 60'
(iii) Width 30'
(7) Number of slips proposed 28
(8) Proximity of. structure to adjacent riparian
property lines,1,760' north, 620' south
(9) Width of water body 3 429' 0.65 miles
(10) Water depth at waterward end of pier at MLW
or NWL 5.0'
b. Boathouse (including covered lifts) NIA
(1) Commercial Private
(2) Length
(3) Width
C.
Groin (e.g. wood, sheetpile, etc.)
(1) Number
(2) Length(s)
N/A
d. Breakwater (e.g. wood, sheetpile, etc.)
(1) Length 190,
(2) Average distance from MHW,. NWL or
wetlands 220'
(3) Maximum distance beyond MHW, NWL or
wetlands 257'
e. Mooring buoys N/A
(1) __ _ Commercial _Community —Private
Nu (2) mber
(3) Description of buoy
(Color, inscription, size, anchor, etc.)
(4) Width of water body
(5) Distance buoy(s) to be placed beyond shoreline
£ Mooring structure (boatlift, moorink pilings, etc.)
(1) X Commercial _Community Private
(2) Number 1
(3) Length 30'
(4) Width 28'
g. Other (Give complete description)
Platform (travel lift) will be a 60' loniz x 30' wide
elevated wooden structure with two elevated 6' wide
x 30'long piers that will extend out from the platform
for access over the water for boat retrieval.
Bob P cting--birector
Applican o r ' et a e
Signature
Date
Revised 03/95

Form DCM-MR-6
MARINA
DEVELOPMENT
(Required for the mooring of more than 10 vessels)
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.
1. MARINA CHARACTERISTICS
a. Check below the type of marina proposed.
X Commercial Public Residential
b. Will the marina be open to the general public?
X Yes No
c. If there is residential development associated with the
marina, how many units or lots are planned and how
many are currently developed?
N/A
d. Check all of the types of services to be provided.
X Full service, including travel lift and/or rail
Dockage, fuel, and marine supplies
X Dockage ("wet slips") only
Number of slips 28
X Dry storage
Number of boats 60
Boat ramp(s)
Other (describe)
c. Check below the proposed type of siting.
NIA Land cut and access channel
NIA Open water with dredging for,basin and/or
channel
X Open water, no dredging required
NIA Other (describe)
f. Describe the typical boats to be served (for example,
open runabout, charter boats, sail boats, mixed types),
open runabouts cabin boats sail boats
g. Typical boat length I T-35'
h. Maximum boat length
i. Are any floating structures planned? No
If so, describe
2. MARINA OPERATIONS
a. Check each of the following sanitary facilities that
will be included in the proposed project.
X Office toilets
X Toilets for patrons
Number 2
Location At dry storage building, see plan
NIA Showers
N/A Boat holding tank pumpout
Type and location
b. Describe treatment type and disposal location for all
sanitary wastewater. On -site location. Conventional
wastewater system.
c. Describe the disposal of solid waste, fish offal and
trash disposal. Seafood Indutrial Park -trash can and
dumpster
Revised 03/95

d. How will overboard discharge of sewage from boats n. How many slips are now available?
be controlled? NIA
e. Give the location and number of "No Sewage
Discharge" signs proposed. 6 see enclosed plan
f. Describe the special design, if applicable, for
containing industrial type pollutants, such as paint,
sandblasting waste and petroleum products.
NIA
g. Where will residue from vessel maintenance be
disposed of ? NIA
h. Give the number of channel markers and "No Wake"
signs proposed. See enclosed plan _
i. Give the location of fuel -handling facilities, and
describe the safety measures planned to protect area
water quality. NIA
j. Describe design measures that promote boat basin
flushing or circulation and that reduce water quality
impacts. The proposed marina design will not impede
any circulation in the existin-R water flow. Proposed
piers will be elevated by pile supported structures
which will have minimal effect on water flow.
k. What will be the marina policy on overnight and live -
board dockage? No live -aboard or overni ht
dockingallowed. _
1. Is the proposed marina located near any shellfish
leases? Yes X No
If yes, give the name and address of the leaseholder.
m. If this project is an expansion of an existing marina,
what types of services are currently provided?
NIA
o. Is the marina proposed within a primary or secondary
nursery area? Yes X No
p. Is the marina proposed within an area open to
shellfish harvesting? X Yes ^ No
q. Give the location and number of TumpoutAvailable"
signs proposed. NIA
Bob P ector
Applica o ect Name
Signature
-3
Date
Revised 03/95

sta +� t 4✓
NCDENR
North Carolina Department of Environment and Natural Resources
D' . ' f Coastal Mana ement
tvislan o g
Michael F, Easley, Governer Donna D. Moffitt, Director William G. Ross Jr., Secretary
January 17, 2003
rurramfl-;7ly 11-lin
TO:
FROM
SUBJECT
Applicant:
Project Location:
euu t Bob
Mr. Alan Klimek, Director
30
Division of Water Quality
Doug Huggett
Major Permits Processing Coordinator
CAMAIDREDGE & FILL Permit Application Review
REC EOVED
JAN 2 1 2003
DWQ-WARO
NC Seafood Industrial Park Authority (Bayliss Boatworks)
Lot 30, 690 Harbor Road (SR 1140), Wanchese, Dare Countym adjacent to
a manmade basin in Mill Creek off the Roanoke Sound
Proposed Project: To construct a travel lift facility and 3 boat rigging slips.
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by February 6, 2003. If you have any questions regarding the proposed project, please
contact Frank Jennings at [phone]. When appropriate, in-depth comments with supporting
data is 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; 252-264-37231 intemet: http;!ldcm2.enr.state.nc.us
An Equal Opportunity 1 Affirmative Action Employer — 50% Recycled \ 10% Post Consumer Paper

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: North Carolina Seafood Industrial Park Authority (Bayliss Boatworks)
2. LOCATION OF PROJECT SITE: Lot 30, 600 Harbor Road (SR 1140), Wanchese, Dare County,
adjacent to a manmade basin in Mill Creek off the Roanoke Sound
Photo Index - 2000: 183-2133 (H-21, 23) 1995: 183-1892 (J-2,3) 1989: 152-15 (L-14)
1984: 140-506 (W-17)
State Plane Coordinates - X: 3000300 Y: 779200 Oregon Inlet UL
3, INVESTIGATION TYPE: CAMA
4, INVESTIGATIVE PROCEDURE: Dates of Site Visit — 12/18/02
Was Applicant Present - Yes
5. PROCESSING PROCEDURE: Application Received - 01/02/03
Office - Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Dare County
Land Classification From LUP - Conservation
(B) AEC(s) Involved: PTA, EW
(C) Water Dependent: Yes
(D) Intended Use: Private, commercial
(E) Wastewater Treatment: Existing — On -site septic drainfield
Planned -None
(F) Type of Structures: Existing — Concrete bulkhead, boat shop
Planned - Boat moorings and travel lift platform
(G) Estimated Annual Rate of Erosion: NIA
Source — NIA
7. HABITAT DESCRIPTION:
nrPrl awrl
[AREA)
12HIMl
nther
A Vegetated Wetlands
B Non Vegetated Wetlands
C Other PTA EW
2,491 s . ft. shaded
(D) Total Area Disturbed: 2491 sq. ft. shaded (.057 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SC Open: No
8. PROJECT SUMMARY: The applicant proposes to construct a travel lift facility and 3 boat rigging
slips.

NC Seafood Industrial Park Authority (Bayliss Boatworks)
Field Investigation Report
Page Two
The North Carolina Seafood industrial Park is located on 54 acres adjacent to a manmade basin
adjoining Mill (Landing) Creek off Roanoke Sound and at the end of Harbor Road (SR 1140) in
Wanchese, Dare County: The Park is proposing further development of Lot 30 which has an area of
59,858 sq. ft. and a basin shoreline of 120 feet that is stabilized by a concrete bulkhead and riprap.
The top of the bulkhead is approximately seven feet above normal water level (NWL). Existing
development on the tract consists of a 7,465 sq. ft. metal building and parking areas. The majority of
the lot area is covered with marl with very little vegetation existing at the site. The lot was once part
of the NCDOT ferry repair facility which included a marine railway and a transfer table. The old
infrastructure for the repair facility has been removed except for paved areas. Currently a charter boat
construction business is the tenant. Lot elevation is approximately eight feet above NWL. The waters
of Mill Creek are classified as SC by the Division of Environmental Management and are closed to
shellfish taking. The water depth in the basin in this area is approximately -12 ft.
In order to provide water access for a marine travel lift so that the tenant can float the boats he
constructs and rig and service those boats, the applicant proposes to construct two seven ft. wide and
87 ft. long parallel travel lift piers, to be constructed perpendicular to the shoreline and located on the
east end of the lot shoreline. The distance between the piers will be approximately 24 ft. The
applicant proposes to construct a 10 ft. wide and approximately 82 ft. long parallel to the shoreline
dock. The proposed dock will be approximately three ft. below the existing bulkhead cap and will
provide better access to proposed moorings. Six mooring pilings are proposed to create three 20 ft.
wide and 70 ft. long mooring slips. A six ft. wide and 68 ft. long floating dock is proposed to be
constructed 15 ft. off the western property line. The floating dock will serve as one side of one
mooring. Two 20 sq. ft. work platforms are proposed for the other two slips.
The proposed project will result in approximately 2,491 sq. ft. of Public Trust Area and
Estuarine Waters being shaded. The development activity as planned and proposed will result in five
permanent boat slips being established in the basin.
Temporary water turbidity will occur during construction.
Date: January 13, 2003
Submitted by: Frank A. Jennings, III

North Carolina
Department of Commerce ,..
Wanchese Seafood Industrial Park
Miebael F. Easley, Governor December 17, 2002 Bob Peele, Acting Director
James T. Fain, III, Secretary
Mr. Frank Jennings
N.C. Division of Coastal Management
1367 U.S. 17 South
Elizabeth City, N.C. 27909
Dear Frank:
I write to inform you that the project known as "Lot 30-Bayliss Boatworks
Dock " does not involve the expenditure of public funds. The proposed boat
slips and docks will be constructed by the tenant who is leasing Lot 30 from
the North Carolina Seafood Industrial Park Authority. However, since the
construction of the slips and docks constitute a use of public lands, a
statement of compliance with N.C.G.S. 113A 1-10 (The North Carolina
Environmental Policy Act) is requested as a part of the permit application.
Having reviewed the statutes and the scope of this project, I hereby state that
the above referenced project is in compliance with N.C.G.S. 113A 1-10.
Sincerely,
P,e�a
Robert J. Peele
Director
North Carolina. A Better Place To Be
Post Office Box 549 •Wanchese, North Carolina 27981
Tel: [phone]•Fax:[phone]
seaparkL pinn.net
An Equal Opportunity/Affirmative Action Employer

Form DCM-MT-1
o , (.
P"PLICATION...
(To be completed by all applicants)
b. City, town, community or landmark
1. APPLICANT Wanchese Seafood Industrial Park, Wanchese
a. Landowner:
Name NC Seafood Industrial Park Authority
Address P.O. Box 549
City Wanchese State NC
Zip 27981 _ Day Phone [phone]
Fax [phone]
b. Authorized Agent:
Name Bob Peele Director
Address
City
Zip Day Phone
Fax
State
c. Project name (if any) Lot 30 Bayliss
Boatworks Dock
NOTE: Permit will be issued in name of landowner(s), and/or
project name.
2. LOCATION OF PROPOSED
PROJECT
a. County Dare
c. Street address or secondary road number
Lot30, 600 Harbor Road SR 11! D
d. Is proposed work within city Limits or planning
jurisdiction? Yes X No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) Mill Creek Wanchese Harbor
3. DESCRIPTION .kND PLANNED USE
OF PROPOSED PROJECT
a. List aU development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filIin¢ activities.
Construct a 87'-long travel lift slip,
78' long floating dock with correspond-
ing wooden dock area and boat dockag_e,:
b. Is the proposed activity maintenance of an existing
project, new work, or both? New
c. Will the project be for public, private or commercial
use? L erQj.al
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.
Please see attached description

Form DCM-MP-1
4. LAND AND .WATER
CHARACTERISTICS
a. Size of entire tract
54 acres
b. Size of individual logs) 59,$58 sq. ft.
c. Approximate elevation of tract above MHW or NWL
9.0' .
d. Soil type(s) and mxture(s) of tract
sandy
e. Vegetation on tract fescue grass
f. Man-made features now on tract i , 465 sq . f t .
building
g. What is the CAMA Land Use Plan land classification
of the sim? (Consult the local land use plan.)
_2 .- Conservation X Transitional
Developed Community
Rural Other
h. How is the tract zoned by local govtmment?
Not zoned
i. Is the proposed project consistent with the applicable
zoning? X Yes No
(Anach zoning compliance certificate, if applicable)
j. Has a professional archaeological assessment been
done for the tract? X Yes No
If yes, by whom? East Carolina University
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? Yes X No
Coastal (marsh) Other
If yes, has a delineation been conducted?
(Attach documentation, if available)
m. Describe existing wastewater treatment facilities.
Building served by septic tank
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.) Surface storm
water is mostly absorbed in sandy soil -
remainder discharges through storm
drain system into SC waters of Mill Creek.
o. Describe existing drinlang water supply source.
State-owned public water system on
premises
ADDITIONAL INFOILMATION
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..
Led or other instrument under which the owner claims
title, plus written permission from the owner to cam
out the project.
• An accurate, dated work plat (including plan view and
cross -sectional drawings) drawn to scale in black ink on
an 8 112" by 11" white paper. (Refer to Coastal
Resources Commission Rule 7].0203 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
A1110C
site. Include highway or secondary road (SR) numbers,

Form DCM-MP4
1 �
rim*
1;
t r a, pill -,
(Construction within Public Trust Areas)
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 which relate to
this proposed project.
a. Dock(s) and/or Pier(s)
(1) X Commercial _Community Private
(2) Number 3
(3) Length 2-87' & 1-68'
(4) Width 7'
(5) Finger Piers Yes X No
(i) Number
(i i) Length
(iii) Width
(6) Platform(s) ­X_Yes No
(i) Number 2
(ii) Length 5'
(iii) Width 4
(7) Number of slips proposed 5
(8) Proximity of structure to adjacent riparian
property lines 1600 & iri nediately adjacent
(9) Width of water body 400'
(10) Water depth at waterward end of pier at
MLW or NWL 14'
Boathouse (including covered lifts) N/A
(1) Commercial Private
(2) Length
(3) Width
c. Groin (e.g. wood, sheetpile, etc.) N/A
(1) Number
(2) Length(s)
d. Breakwater (e.g. wood, sheetpile, etc.) N/A
(1) Length
(2) Average distance from .MHW, NWL or
wetlands
(3) Maximum distance beyond MHW, NWL or
wetlands
e. Mooring buoys N/A
(1) _ Commercial Community Private
(2) Number
(3) Description of buoy
(Color, inscription, size, anchor, etc.)
(4) Width of water body
(5) Distance ' buoy(s) to be placed beyond
shoreline
f. Mooring structure (boat]ift, 6Eoiin ilin s etc.)
(1) X Cornrnercial Community _ Private
(2) Number _ 6
(3) Length 50
(4) Width it
g. Other (Gibe complete description)
NC Seafood Industrial Park Authority
Applicant or Pro' ame
Signature
Dec. 17. 2002
11,17
400 copies of this public document were printed at a total cost of $7.00 or $ .02 per copy.

Form DCM-MP-1
3.d.
The project will allow Bayliss Boatworks to operate a travel lift to move boats in and out
of the water and allow for additional dockage along 120.5 ft. of shoreline on Lot # 30.
The entire project will be constructed of wood secured by pilings, except for the travel lift
slip that will be supported by both wood and concrete pilings.
The travel lift slip will extend 87 feet from shore. The wooden dock area will stretch 10
feet from shore. The floating dock will extend a total of 78 feet from shore.
The wooden dock area will have two small work platforms attached, stretching another 5
feet into the harbor. 6 additional pilings (2 rows with three pilings each) will also be
placed into the harbor to help create additional dockage. The furthest piling will be 70
feet from shore.

Form DCM-MP-1
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
sued return receipts as proof that such owners have .
received a copy of the application and plats by
certified email. 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 Willie Daniels, Jr.
Address 3652 MillLandin Road, Wanchese
Phone [phone]
Name Willie_Etheridae, Jr.
Address P.O. Box 77, Wanc_ here
Phone _(252)473-2806
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.
Please attached list
* A check for $250 made payable to the Department of
Environment, Health, and Natural Resources (DEHNR)
to cover the costs of processing the application.
• 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 permit.
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
azencies to enter on the aforementioned lands in
connection with evaluating information related to this
permit application and follow-up monitoring of the project.
I further certify that the information provided in this
application is truthful to the best of my knowledge.
This is the 17 day of Dec • 2002
Print Name Bob Peele
Signature _ - 1? , _ I.
....
Landowner or Authorized .Agent
Please indicate attachments pertaining to your proposed
project.
DCM hfP-2
Excavation and Fill Information
DCM MP-3
Upland Development
X DCM MP4
Structures Information
DCM MP-5
Bridges and Culverts
DCM MP-6
Marina Development
NOTE: Please sign and date each anachmeru in the space
provided at the bottom of each form.

PREVIOUS PERMITS
D & F 2-77
CAMA 139-80 ISSUED 12/9/80 TO NCSIPA
CAMA 175-84 ISSUED 8/24/84 TO EASTERN FUELS, INC.
CAMA 120-80 ISSUED 2/15/85 TO NCSIPA
CAMA 63-88 ISSUED 4/5/88 TO NCSIPA
CAMA 124-94 ISSUED 10/14/94 TO NCSIPA
CAMA 124-94 MODIFIED 2/21/96 TO NCSIPA
CAMA 50-98 ISSUED 4/15/98 TO NCSIPA
CAMA 91-98 ISSUED 10/20/98 TO NCSIPA
CAMA 23-99 ISSUED 2/22/99 TO NCSIPA
CAMA 64-99 ISSUED 7/11/99 TO NCSIPA
CAMA 100-99 ISSUED 10/19/99 TO NCSIPA
CAMA 147-00 ISSUED 9/26/00 TO NCSIPA
CAMA 68-01 ISSUED 6/13/01 TO NCSIPA
CAMA 90-02 ISSUED 8/6/02 TO NCSIPA
CAMA MINOR 98-043 ISSUED 6/19/98 TO NCSIPA
SAWC077-N-028-003-0010 ISSUED 7/12/77 TO NCSIPA
SAWC08 I -N-028-000029 ISSUED 3/16/81 TO NCSIPA
NPDES NCO057738 ISSUED 1/24/84 TO ST. ELMO'S CRAB CO.
NPDES NCO059676 ISSUED 11/23/84 TO EASTERN FUELS, INC.
NPDES NC0041386 RENEWED 2/8/88 TO N.C. DEPARTMENT OF COMMERCE
NPDES N00041386 RENEWED 2/1/94 TO N.C. DEPARTMENT OF COMMERCE
NPDES NCO041386 RENEWED 10/1/98 TO N.C. DEPARTMENT OF COMMERCE
1
12/17/02

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'�. VICINITY MAP
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Lot 30 - Wanchese Seafood Industrial Park
Bayliss BOatworks
P:O. Box 300
wanches , SIC 27981
December 13, 2002

On
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... - - EMSnNG CONC. AREA:f•387 SF
EXISTING. \`\ SI6EWAUC -
GRAVEL DRIVE I \ \ 1 LOT TAREA: 6:104 SF:
AREA:+57 SF
E%15T7NC PAVE
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p 4R'NAY APRCN , Z I I
C7 AFiEA:s62 SFEXISTING`PAVED' -
5G ''Pp}2 WG. LOT,
PROPOSED PAVED
• N.y4. \ `�ti DRIVEWAY APRON
IS.1NC zA,"t' � ARiA 426 SF
DRIVE-0/A- APRON `\
�y t Apra =Y15 kG RAVED
DRIVEWAY APRCN
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? - �Nf PROVti::J rXl5i[NG
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Q I AREA.:350 $F
IUSnNG CONc — —
SIDEWALK
AREA OF F~ 1
EX1STiNG .
_ FROJECT BURpiNGS sT1Nr.;'

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oc
OVERHEAD VIEW
LOT 30 - WANCHESE SEAFOOD INDUSTRIAL PARK
BAYLISS BOATWORKS
P.O. BOX 300
WANCHESE, NC 27981
DECEMBER 13, 2002
I.Oi' 29
87 ft.
III �I�III Illlti pRv EL-z O SLIP LIl�ll�ll��l II� Illl
LVuter Depth �-
1�
1IbPcc�SLIP
P
U
7 _
is
v
20 ft.
— /PILINGS \
l
^ic_ [ �4ft. 0 0 0
Y C0
G n % 14 ft.
ti NIIANCHFSE HARBOR Water Depth
O O O
STEPS FVORK
notv� — PLATFO RUM
TO
SOCK
— 68 Ft.
I FLOATING DOCK
+ n Water Depth
1,'lFtiAI ri CT
PROPERTY LINE
III
= 201
II%O AL
VA—I-JF7�
4lrj'
DRAWING
SUBMITTED AND DRAWN BY:
OWA R - BAYLjfSBOATWORE
W ILLIE ETHE-RIDGE, JR.
ADJACENT PROPERTY OWNGR
1600' SOUTH
W. E. DANIELS
ADJACENT PROPERTY OWNER
IMMEDIATELY TO THE WEST

1 '7 /, " -r SLIP
IZ111 PROPOSED TRAVELIF
7 ft.
Al
CPUO�'
C'N',
/7/,/,/ ////
�///// ///�// PROPosr,-D TRAVELLIFT SLIP w
PILINGS
oc
PROM K%Kl) Yl,()A'l ING DOCK
0
0
0?
<D
04()0" ///
0,f)
C>
EXISTING RIPRAP
20 fL
HARBOR
SIDE VIEW
LOT 30 - WANCHESE SEAFOOD INDUSTRIAL PARK
BAYLISS BOATWORKS
P�O. BOX 300
WANCHESE, NC 27981
DECEMBER 13,2002
CONCRFTF PILING
& GIRDrR
DRAWING
SUBMI]TED AND DRAWN BY:
0 IFN ER - BAYL#S BOT (A K.S

PROPERTY OF
W. E. DANIELS
ADJACENT PROPERTY OWNER
EME
0
0 a
I I I
STEPS
n CI
ri
STEPS
NORMAL 'ATFR
LEVEL
20 rL
�jII
'ING RI %Alp
p
4,
1.
PILING
WORK
PLATFORM
LINL
FLCiATING
AREA
14 ft.
DOCK
- -----t
RDTION10
ADITIONAL
FRFESTANUING
PILING

E-
LC
s
FRONTAL VIEW
LOT 30- WANCHESE SEAFOOD INDUSTRIAL
PARK
BAYLISS 130ATWORKS
P.O. BOX 300
WANCHESE, NC 27981
DECEMBER 13, 2002
LOT 30
TOP OF EXISTING CONCRETE BULKIIEAD
7 ft- CONCRETE. PILING
4 ft. I & GIRDER
5'x 4' DOCK !
WORK) � PILINGS
ATFORAl
AREAI
f
i
(t
ADITIONAL
FREESTANDING \-
PILING i
20 ft.
1" = l o,
DRAWING
SUBMITTED AND DRAWN BY:
OW - BAYLIS, I30ATWOI?KS
1
L01i::
'I'F:\i'
iGRkaiI.;IF�
I'oOLl'
1101,29
NORMAL 1YATAER LEVEL
WILLIE CMERIDGE, JR.
ADJACENT PROPERTY OWNF-R
I000' SOUTii