20050006 Ver 1_Complete File_20050103

Permit Class
RENEWAL
Permit Number
153-01
STATE OF NORTH CAROLINA
Department of Environment and Natural Resources 5 - 000
and
Coastal Resources Commission D ?r-7
FEB 9 20G7
for
Y Major Development in an Area of EnvirglG?sc? TER E,t;cH
pursuant to NCGS I I3A-118
Y Excavation and/or filling pursuant to NCGS 113-229
Issued to Wharf Landing. LLC, PO Box 237, Edenton, NC 27932
Authorizing development in Chowan County at adj. Chowan River, S side of US 17.
bridme near Edenton as requested in the permittee's letter dated 12/22/04.
This permit, issued on February 7, 2005 , is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may
he suhiect to fines. imprisonment or civil action; or may cause the permit to be null and void.
1) This renewal shall be attached to the original of Permit No. 153-01, and copies of both documents shall
be readily available on site when Division personnel inspect the project for compliance.
2) All conditions and stipulations of the active permit remain in force under this renewal.
This permit action may be appealed by the permittee or
other qualified persons within twenty (20) days of the issuing
date. An appeal requires resolution prior to work initiation or
continuance as the case may be.
This permit must be accessible on-site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification not covered
hereunder requires further Division approval.
All work must cease when the permit expires on
December 31, 2006
In issuing this permit, the State of North Carolina agrees
that your project is consistent with the North Carolina Coastal
Management Program.
Signed by the authority of the Secretary of DENR and the
Chairman of the Coastal Resources Commission.
=_ - 6 - - E ?_?
Char es S. Jones, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee
05-00,06
23 December 2004 aa @ [9 V
EXPRESS PERMIT
DEC 0 3 2005
MEMORANDUM
DENR WATER QUA"'
John Dorney VJETLAt?DSAN?S70RMWA7ERBRANCH
Division of Water Quality p (? Fin'
F : David W. Moye JAN 0 3 Hrli
U Express Permits Coordinator
DENR - WATER QUALITY
SUBJECT: CAMA/DREDGE & FILL Permit'Application Revi Z ?ANDSTONWATERBRANCfi
Applicant: Wharf Landing, LLC for Paul Waff
Project Location: Adjacent the US 17 Bridge at the end of the Wildlife Access Road !. ,
on the Chowan River and a manmade basin near the Town of
Edenton in Chowan County, North Carolina
Proposed Project: Applicant proposes. to construct''13 condo buildings, a hotel and
restaurant, a clubhouse and pool, and a retaining wall landward
of the existing concrete boardwalk.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form by 13 January 2005. 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: This agency has no objection to the project as proposed.
his 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
Wharf Landing, LLC
Paul Waff
Chowan County
Express Permit Review Program
Project setting
Quible & Associates, P.C., on behalf of Wharf Landing, LLC, has requested that the attached
application be processed under the Express Permit Review Program.
The project site is located adjacent the US 17 bridge at the end of the Wildlife Access Road
on the Chowan River and a manmade basin near the Town of Edenton in Chowan County, North
Carolina. The entire tract is ±32.95 acres with ±9.13 acres proposed for development. The site has
±1,100' of river shoreline stabilized with riprap that is covered by a±12' wide concrete boardwalk.
A±125' wide "L" shaped basin extends ±925' into the property and encompasses ± 1, 83 0 linear feet
of shoreline. Approximately 1,000' of the existing basin is bulkheaded with concrete sheets and
steel I-beams and the bulkheaded section of the basin has a ±9' wide concrete boardwalk on the
landward side. The entrance canal to the basin is not stabilized with the exception of ±50' of steel
sheet pile on either side of the mouth of the canal. The water depths in the basin average 9' below
the normal water level (NWL) and a channel ±10 - 12' below the NWL and ±60' wide extends
southwest from the mouth of the entrance canal to the Chowan River channel.
CAMA Major Permit #153-01 was issued on 7 December 2001 for shoreline stabilization,
boardwalk construction, and a 92-slip marina including slips in the basin and on two piers in the
Chowan River. Currently work is proceeding on the basin bulkhead as well as the finger pier
construction within the basin. The river shoreline has been stabilized with riprap and the concrete
boardwalks are in place. Two - six unit condominiums are under construction and were authorized
by two separate CAMA Minor permits issued on 12 May 2000 and 14 July 2004 by the Local Permit
Officer for Chowan County. An office building and large concrete pad exist on the project site.
The portion of the property designated for development has little vegetation. Some upland
grass is present. The project area is the site of an old marine construction facility and is almost
100% impervious. A 10 to 30 foot wide fringe of Cypress trees are located waterward of the riprap
along the river shoreline. The back two-thirds portion of the applicant's property is a wooded
wetland area designated as Section 404 wetlands by the U. S. Army Corps of Engineers. The project
site is bordered on the upstream (north) side by the US 17 Bridge and approach. The site is bordered
on the downstream (south) side by the existing Waff Brothers Marine Construction facility.
The site is ±4' above the NWL and is comprised of impervious fill material. The Chowan
River in this area is classified as B-NSW by the Environmental Management Commission and is
closed to shellfishing.
v

Wharf Landing, LLC
Paul Waff
Chowan County
Page Two
Express Permit Review Program
Project description
The applicant proposes to construct an additional 13 condominiums for a total of 15
buildings with a total of 93 units. A 25 room hotel and a restaurant is proposed on the existing
concrete pad and a clubhouse will be constructed which would encompass the existing office site. A
swimming pool is also proposed adjacent the new clubhouse. All the proposed structures will be
constructed landward of the 30' CAMA buffer. The proposed impervious coverage within the 75'
Estuarine Shoreline is ±31 %. As noted above, the existing site is essentially 100% impervious.
A 4' high by ±2,333' long retaining wall is proposed on the landward side of the concrete
boardwalks. The purpose of the retaining wall is to confine the fill that is proposed to establish a
negative grade from the water for the storm water plan. Parking areas and access roads are also
proposed for the site.
Anticipated impacts
The project as proposed will result in the disturbance of ±397,703 ft' of uplands as a result of
the development activities. The applicant has applied for a State Storm Water permit with the
Division of Water Quality and for a Sedimentation and Erosion Control Plan with the Division of
Land Resources.
David W. Moye - 23December 2004
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
Express Permit Review Program o u o 6
1. APPLICANT'S NAME: Wharf Landing, LLC - Paul Waff t
2. LOCATION OF PROJECT SITE: Adjacent the US 17 bridge at the end of the Wildlife Access Road
on the Chowan River and a manmade basin near Edenton in Chowan County, North Carolina
Photo Index - 2000: 150-1842; F-2,3, G-2,3, H-1,2,3,4 1995: 150-1570; F-10,11, G-9,10,11, H-
9,10,11
State Plane Coordinates - X: 2,684,900 Y: 846,300 GPS Rover File # El 13018A
Edenhouse Quad. (lower right corner)
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 12/22/04 11/30/04
Was Applicant Present - Yes Yes
5. PROCESSING PROCEDURE: Application Received - 22 December 2004
Office - Washington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Chowan County
Land Classification From LUP - Developed (land), Conservation (water, wetlands)
(B) AEC(s) Involved: ES
(C) Water Dependent: NO
(D) Intended Use: Commercial - Constructed to enhance the sale of the property
(E) Wastewater Treatment: Existing - Septic tank and drain fields
Planned - Municipal sewer
(F) Type of Structures: Existing - 2 condominium buildings, office building, concrete pad,
marina including a basin with slips, bulkhead, riprap, and concrete
boardwalk
Planned - 13 condominium buildings, hotel and restaurant, club hose
and pool, access roads and parking areas, and a retaining wall
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
(B) Non-Vegetated Wetlands
(C) Other ±397,703 ft-
Highground
(D) Total Area Disturbed: ±9.13 acre (±397,703 sq. ft.)
(E) Primary Nursery Area: NO
(F) Water Classification: B-NSW Open: NO
8. PROJECT SUMMARY: The applicant proposes to construct 13 condo units, a hotel with a restaurant,
a clubhouse and pool and a retaining wall landward of the existing concrete boardwalk.
November 1, 2004
Mr. Frank Jennings
Division of Coastal Management
1367 US Hwy. 17 South
Elizabeth City, NC 27909
Re: Wharf Landing, LLC
Edenton Waterfront, Chowan County, North Carolina
Dear Mr. Jennings:
On behalf of Wharf Landing LLC, Quible & Associates, P.C. (Quible) presents the following Major
CAMA Permit Application for upland development proposed on the Wharf Landing property. The
property is currently owned by Paul and Janie Waff. The site was formerly the headquarters of Waff
Contracting. The proposed project name is Wharf Landing.
Enclosed with this correspondence are the applicable forms, DCM-MP-1, DCM-MP-2 and DCM-MP-3,
relevant portion of the USGS Topographic Quadrangle-Edenhouse, a line drawing showing the project
area and various parcels comprising the project, a plan view plat that depicts the overall development
proposed, copies of the riparian adjacent property owner notification letters, previously issued CAMA
permits for the development including the concrete boardwalk, piers and slips, and the following project
narrative that provides a description of the proposed overall development.
PROJECT NARRATIVE
Site Conditions/Proposed Development Overview.
The proposed development discussed herein is located along the Chowan River north of the Town of
Edenton near the base of the newly constructed US Highway 17 Bypass centered approximately around
36° 3' 11.21 "N latitude and 76° 40'58.20" W longitude. The 32.95 acre property is bordered by Wildlife
Access Road to the north, Waff Contracting, LLC to the south, and fronting the Chowan River.
Proposed development includes the construction of condominiums, a 25 room hotel and 150 seat
restaurant, a commercial building and swimming pool and associated infrastructure. All utilities will be
underground. Already permitted structures, slips, marina amenities, piers and boardwalks are shown on
the enclosed plan view plat.
In the recent past the site has been covered 100 percent by crush and run, oyster shells and concrete and
gravel. The proposed redevelopment will reduce the total impervious area of the site by more than half.
Proposed upland developments on the subject property for which this Major CAMA Permit Application
package is required, currently includes 15 condominiums, a commercial building and swimming pool
(commercial facility already permitted) and a 25 room hotel and 150 seat restaurant. The existing and
Wharf Landing, LLC Major CAMA Permit September 2004
page 2
proposed buildings on site range in size from 4,000 square feet to 12,000 square feet. The buildings and
the dimensions of each are shown on the enclosed site plan. An upland retaining wall will be constructed
along the border of the 30 feet AEC to retain fill material placed on the upland development. There are
no proposed building activities within the 30 feet AEC.
Impervious coverage within the 75 feet AEC will include buildings, a concrete boardwalk (already
permitted and in place), roads, parking areas and associated utilities (water, sewer and electric)-all of
which are proposed underground. The parking areas are proposed to be constructed with pervious
pavers/turfstone. No credit for the turfstone is considered for this application or the storrmwater permit
application.
Based on calculations using the proposed development plat provided, proposed impervious coverage
within the AEC will total 61,568.16 sf or 31%. Please note, the boardwalk has already been permitted.
A portion of the boardwalk extends over the normal water line. Therefore, the area of the boardwalk
within the 30' buffer used for CAMA calculations is 20,366.7 sf or 0.47 acres. The final impervious
coverage total for the site, including the already permitted boardwalk is 89,416.29 sf or 45% of the total
197,795.54 sf (4.54 ac) included within the 75 feet AEC.
Grading, Excavation and Fill/ Stormwater:
Currently, there are no stormwater controls on the site. The site has 100 percent impervious coverage
and drains naturally toward the northeast corner of the property and the wetlands. Proposed finished
elevations on site range from 9.0 to 4.0 feet above sea level. In general, the site will be filled and graded
to direct stormwater via curb and gutter with drop inlets along the proposed roadway toward the
northeast corner of the development where it will be retained in three engineered bio-retention areas, the
larger of which will be an extended dry detention pond. The ultimate destination of the stormwater will
be the more than 20 acres of wetlands east of the site.
The swales and stormwater detention areas will be excavated and materials from the excavation will be
incorporated into the grading plan. It is estimated that at least 21,500 cubic yards of material will be
added to high ground to achieve the finished site elevations as depicted on the enclosed site plan.
Sedimentation and Erosion Control Plan
A sedimentation and erosion control plan will be submitted to the NC Division of Land Quality to control
sediments and erosion during the construction and site grading phases of the project. In general, a silt
fence will be installed landward of the concrete boardwalk and shore line and wetlands areas to keep
sediment from eroding into the wetlands and river as a result of site construction and grading.
Potable Water and Wastewater:
Potable water will be supplied to the project by The Town of Edenton and wastewater services will be
provided by Edenton via their central wastewater treatment plant. Currently, there is an on site waste
water system permitted to handle the septic waste generated for the first condominium complex and the
office/commercial building.
Documentation included with this application as attachments are as follows:
Attachment 1 Form DCM-MP-1
Form DCM-MP-2
Form DCM-MP-3
Attachment 2 Proposed site plan
Attachment 3 Associated cross sections (11 x 17)
Attachment 4 Relevant portion copy of USGS Topographic Quadrangle showing site location
Attachment 5 Relevant portion copy of USDA Soils map-Chowan County
Attachment 6 Copies of riparian adjacent property owner notification letter
Attachment 7 Copies of previously issued CAMA permits
Attachment 8 Copies of relevant deeds
Attachment 9 Line drawing depicting project area
Please do not hesitate to contact the undersigned at 252.261.3300 if you have any questions or require
additional information to process this permit application.
Sincerely,
Quible & Associates, PC
arren Eadus
cc file
Paul Waff
enc
WHARF LANDING, LLC
P.O. Box 237, Edenton, NC 27932
[phone] Far: [phone]
December 22, 2004
Mr. Joe Lassiter
Quible & Associates, P.C.
PO Drawer 870
Kitty Hawk, NC 27949
Re: Authorized Agent
Dear Joe:
Quible & Associates are authorized to act as Agent for Wharf Landing, LLC with
regards to the CAMA permit application filed for upland development of our property
located in Chowan County.
Thank you for your assistance with this permit, please contact me for any
additional information you may require.
Sincerely,
Wharf Landing, LLC
Paul E. Vaff, Jr.
Managing Member
ATTACHMENT 1
Form DCM-NIP-1

1VOV 1 0 'Z0',
rOAELSTAL IZABE H i'IV,
APPLICATIO-N CM"
(To be completed by all applicants)
1. APPLICANT
c. Street address or secondary road number
Wildlife Access Road-Chowan River
a. Landowner:
Name Paul and Janie Waff
Address PO Box 237
City Edenton State North Carolina
Zip 27932 Day Phone aS a- 43a •101 1
Fax ASa • 41ia- 4%1(o
b. Authorized Agent;
Name Ouible & Associates, P.C.
Address 8 Juniper Trail
City Southern Shores State NC
Zip 27949 Day Phone [phone]
Fax [phone]
c. Project name (if any) Wharf Landing
NOTE: Permit will be issued in name of landowner(s), and/or
project name.
2. LOCATION OF PROPOSED
PROJECT
a. County Chowan
b. City, town, community or landmark
Edenton Waterfront US 17 Bypass
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) Chowan River
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
Proposed activities include the construction of 15
condominiums (two already permitted) a commercial
building and a hotel/restaurant. Permitted
development includes a total of 150 slips and a
concrete waterside walkway that extends the length of
the subiect property. A sewer line will be extended to
Oueen Street and sewage will ultimately be treated by
Edenton's waste water system Currently, the waste
water on site is handled by an on site septic system.
Proposed roads and parking areas leading up to the
condominiums will be constructed using pervious
concrete and other paving alternatives to limit the
impervious coverage on the site. Approximately
21,500 cubic yards of fill will be placed on site to
achieve proper stormwater flow. As a result an
upland retaining wall will need to be constructed
along the landward edge of the concrete boardwalk
along the marina and the waterfront. The site has
been used as a commercial contracting facility for
many years and has had as much as 100 percent
impervious coverage within the 75' AEC.
Development plans have been designed to reduce the
impervious site coverage and enhance the property.
b. Is the proposed activity maintenance of an existing
project, new work, or both? New work
Revised 03/95
Form DCM-MP-1
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.
The purpose of the project is the creation of a
waterfront condominium community that offers boat
mooring and waterfront living. Construction of the
condominiums will be by conventional methods and
the daily operations of the facilities will be typical of
waterfront condominium style living.
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 3") . ti5 c- L
b. Size of individual lot(s) NA
c. Approximate elevation of tract above MHW or NWL
5.3'
d. Soil type(s) and texture(s) of tract
According to the USDA Soil Survey of Chowan
County, the in situ soils in the area are Dorovan
Mucks. The subiect site is fill material.
e. Vegetation on tract Small areas of maintained grasses
growing in 6-8 inches of topsoil overlying packed
crush and run and packed oyster shells.
f. Man-made features now on tract Two condominiums
(42, #3), 1 commercial office building, a concrete slab
(5002) on piles over Section 404 wetlands and a 12
foot wide concrete walkway adjacent to the shore.
g. What is the CAMA Land Use Plan land classification
of the site? (Consult the local land use plan.)
Conservation _ Transitional
Developed Community
Rural x Other
h. How is the tract zoned by local government?
Revised 03/95
Commercial
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
Are there wetlands on the site? x Yes _ No
Coastal (marsh) Other 404
If yes, has a delineation been conducted? No-wetland
areas are clearly identifiable, no develonment is
proposed that will impact any wetlands. Approximate
wetlands line is shown, but has not been confirmed by
USACE.
(Attach documentation, if available)-
m. Describe existing wastewater treatment facilities.
There is a conventional on site waste water system
that is capable of handling waste water for two of the
buildings proposed.
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.) No waters will be
discharged to waters of the state, all storm water will
be directed away from the Chowan River and septic
will eventually be treated by the Edenton waste water
system. A sewer line is proposed to be extended from
the development to Queen Street.
o. Describe existing drinking water supply source.
Water is supplied by the Edenton municipal water
supply.
5. ADDITIONAL INFORMATION
Form DCM-MP-1
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 ''/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 are provided by
applicant. (Contact the U.S. Army Corps of Engineers
regarding that agency's use of larger drawings.) A site
or location map is a part of plat requirements and it
must be sufficiently detailed to guide agency personnel
unfamiliar with the area to the site. Include highway or
secondary road (SR) numbers, landmarks, and the like.
° A Stormwater Certification, if one is necessary.
A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return receipts as proof that such owners
have received a copy of the application and plats by
certified mail. Such landowners must be advised that
they have 30 days in which to submit comments on the
proposed project to the Division of Coastal
Management. Upon signing this form, the applicant
further certifies that such notice has been provided.
Name Maurice A. Waff, Jr.
Address 124 Emperor Landing Road
Phone Edenton, NC 27932
Name Waff Contracting LLC
Address PO Box 237
Phone Edenton, NC 27932
Name
Address
Phone
Name
Address
Phone
° A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
CAMA minor permit 0003: CAMA general permit
24277A-copies of permit included, 150-02-Piers, 150-03
° 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. CERTITICATION 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.
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 25 room hotel and 150 seat
restaurant. 1 commercial building (office and
clubhouse with swimming _pool), 15 condominiums
(two already permitted). Upland retaining wall
approximately 4.0 feet in height running the length of
the water front (2,333 feet) adjacent to the boardwalk.
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. 4710 (currently
100%) includes already permitted and in place
strictures.
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 17- 1 Z i zoo Li
b. Number of lots or parcels 1
c. Density (give the number of residential units and the
units per acre) 93 units-23.85 total acres 3.9 units per
acre.
d. Size of area to be graded, filled or disturbed including
roads, ditches, etc. 9.13 ac
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 x No
If yes, date submitted
f. List the materials (such as marl, paver stone, asphalt,
or concrete) to be used for paved surfaces. Pervious
concrete and pavers to be used for all paved surfaces.
Pervious surfaces have been included in the AEC
calculations.
g. Give the percentage of the tract within 75 feet of
MHW or NWL, or within 575 feet in the case of an
Describe proposed method of sewage disposal.
Buildings #2 and #3 and the office located in the
location of the proposed phase II commercial building
are serviced by a conventional on site septic system.
The development will be connected to the Town of
Edenton sewer system. A plan to connect the
development to the town sewer is being drafted by
Hobbs Upchurch & Associates
Have the facilities described in Item i. above received
state or local approval? Yes for the on site system,
however the sewer connection to the Town's system
is currently being designed.
(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).
No discharges to waters of the state.
1. Describe proposed drinking water supply source (e.g.
well, community, public system, etc.)
Municipal water supply
m. Will water be impounded? x Yes No
If yes, how many acres? 0.32 ac
n. If the project is a oceanfront development, when was
Revised 03/95
Form DCM-MP-1
-zoo
This is the Z day of Pce - , w
Print Name ?iUGd?J ??l'D ?S
Signature
Lan vwer orAit thorized Agent
Please indicate attachments pertaining to your proposed
project.
DCM MP-2 Excavation and Fill Information
DCM MP-3 Upland Development
DCM MP-4 Structures Information
DCM MP-5 Bridges and Culverts
DCM MP-6 Marina Development
NOTE: Please sign and date each attachment in the
space provided at the bottom of each form.
RECEIVED
DEC -2, 2004
COASTAL h1ANAGEMENT
ELIZABETH CITY
Revised 03/95
Form DCM-MP-3
UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
the lot(s) platted and recorded? NA
1,A9-49 r (, HP t5«rG
Applican o Project Na e
Si t
lZ ,
Date
r?
10 EC ?, 21,
COASTAL MANAGEi1riS\1
EL1ZAEETH CITY
Revised 03/95

.1QF W ATFRQ Michael F. Easley, Governor
O G William G. Ross Jr., Secretary
r? North Carolina Department of Environment and Natural Resources
p r OTC Alan W. Klimek, P.E., Director
Division of Water Quality
December 15, 2004
Mr. Paul Waff
Wharf Landing, LLC
PO Box 237
Edenton, NC 27932
Dear Mr. Waff:
Subject: Permit No. WQ0024686
Wharf Landing, LLC
Wharf Landing Sewer Extension
Wastewater Collection System Extension
Chowan County
. In accordance with your application received November 23, 2004, we are forwarding herewith
Permit No. WQ0024686, dated December 15, 2004, to Wharf Landing, LLC for the construction of the
subject wastewater collection system extension. This permit shall be effective from the date of
issuance until rescinded, and shall be subject to the conditions and limitations as specified therein. This
cover letter shall be considered a part of this permit and is therefore incorporated therein by reference.
Please note permit condition 9, "This permit shall be for the construction of the
wastewater collection facilities only."
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 15A NCAC 2H .0200; the Division of Water Quality's (Division) Gravity Sewer Minimum
Design Criteria adopted February 12, 1996 as applicable; and the Division's Minimum Design Criteria
for the Fast-Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable,
unless specifically mentioned herein. Division approval is based on acceptance of the certification
provided by a North Carolina-licensed Professional Engineer in the application. It shall be the
Permittee's responsibility to ensure that the as-constructed project meets the appropriate design criteria
and rules. Failure to comply may result in penalties in accordance with North Carolina General Statute
§143-215.6A through §143-215.6C, construction of additional or replacement wastewater collection
facilities, and/or referral of the North Carolina-licensed Professional Engineer to the licensing board.
Washington Regional Office
943 Washington Square Mall, Washington, NC 27889
Internet httpJ/h2o.enr.state.nc.usl
Telephone [phone] Fax [phone]
NhCarolina
oy
Aatirrally
DENR Customer Service Center Telephone [phone]
An Equal Opportunity Action Employer 50% recycled/10% post-consumer paper
Mr. Paul Waff
Page 2
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 the Wharf Landing, LLC for the construction of a 250-gallon per minute pump station with
duplex pumps, on-site audible and visual high water alarms, and on-site generator with automatic
transfer switch; as well as approximately 14,733 linear feet of 6-inch force main to serve as part of the
Wharf Landing Sewer Extension project, and the discharge of Zero gallons per day of collected
domestic wastewater into the Town of Edenton's existing sewerage system, pursuant to the application
received November 23, 2004 and in conformity with 15A NCAC 2H .0200; the Division's Gravity Sewer
Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design
Criteria.for the Fast-Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as
applicabre; and other supporting data subsequently filed and approved by the Department of
Environment and Natural Resources and considered a part of this permit. ;and
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 30 days following receipt of this
permit. This request must be in the form of a written petition, conforming to Chapter 1506 of North
Carolina General Statutes, and filed with the Office of Administrative Hearings, .6714 Mail Service
Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and
binding.
If you need additional information concerning this matter, please contact Robert Tankard.at
[phone].
Sincerely,
fo6 IrW./K11 mek, P.E.
cc: Chowan County Health Department
Washington Regional Office, Water Quality Section (WWTF Permit No. WQ0004332)
Hobbs, Upchurch & Associates
Water Quality Central Files
PERCS Files
NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL. RESOURCES
RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions-of this permit; 15A NCAC 2H .0200; the Division of Water Quality's
(Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the
Division's Minimum Design Criteria for the Fast-Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000 as applicable; and other supporting materials unless specifically
mentioned herein.
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request shall be
considered on its merits and may or may not be approved.
4. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State.
6. Per 15A NCAC 2H. .0220, upon completion of construction of these permitted facilities, the
completed Engineering Certification form attached to this permit shall be submitted with the
required supporting documents to the address provided on the form. A complete certification is
one where the form is fully executed and the supporting documents are provided as applicable.
7. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities.
8. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2H .0200; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast-Track Permitting of Pump Station and Force Mains adopted
June 1, 2000 as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-
215.6A through §143-215.6C.
9. The issuance of this permit shall not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances that may be imposed by other government agencies (local, state and
federal) which have jurisdiction, including but not limited to applicable river buffer rules in 15A
NCAC 2B .0200, erosion and sedimentation control requirements in 15A NCAC Ch. 4 and under the
Division's General Permit NCG010000, and any requirements pertaining to wetlands under 15A
NCAC 2B.0200 and 15A NCAC 2H.0500.
10. This permit shall be for the construction of the wastewater collection facilities only. No flow shall be
made tributary to the subject facilities until permit modification application is submitted (with the
appropriate fee), a modified permit is issued, and the Engineer's Certification is received and
approved by the Division.
Permit issued this the 15th day of December, 2004.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0024686.
Fast Track Engineering Certification
Permit No. WQ0024686
December 15, 2004
Complete and submit this form to the permit issuing regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
• supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting in non-compliance with this permit, regulations or
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
? Partial ? Final
, 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 Wharf Landing Sewer
Extension, Chowan County project for the Permittee hereby state that, to the best of my abilities, due care and
diligence was used in the observation of the construction such that the construction was observed to be built
within substantial compliance of this permit; 15A NCAC 2H .0200; the Division of Water Quality's (Division) '
Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design
Criteria for the Fast-Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and
other supporting materials.
North Carolina Professional Engineer's
seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
WASHINGTON REGIONAL OFFICE
943 WASHINGTON SQUARE MALL
WASHINGTON NC 27889.
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions.
t SUS a?
State of North Carolina
Department of Environment and Natural Resources
Washington Regional Office
Mchael F. Easley, Govemor DIVISION OF LAND RESOURCES William G. Ross, Jr., Secretary
LAND QUALITY SECTION
December 14, 2004
LETTER OF APPROVALWITH MODIFICATIONS
Wharf Landing, LLC
ATTN: Mr. Paul Waff, president
Post Office Box 237
Edenton, North Carolina 27932
RE: Erosion and Sedimentation Control Plan No.: Chowa-2005-004
Wharf Landing Sewer Extension
SR 1202, 1203, 1204, and Wildlife Access Rd. - Chowan County
Drainage Basin: Pasquotank
Date Received: November 21, 2004
Responsible Party: Wharf Landing, LLC
Dear Sir:
This office has completed its review of the erosion and sedimentation control plan for the referenced
3.4 acre disturbance. Based on the information provided, we have determined the submitted plan for grading
associated with the construction of 14,733 LF of 6-inch force main and a 40'by 24' pump station, if properly
implemented and responsibly maintained, should meet the intent and minimum requirements of the Act. We,
therefore, issue this LETTER OF APPROVAL WITH MODIFICATIONS:
1. As of this date no sedimentation and erosion control plan has been submitted to this
office for land disturbance to occur for the proposed parking lot, stormwater
detention pond, and access road. This plan approval is only for the installation of
14, 733 LF of 6-inch force main and a 40' x 24' pump station.
2. In the event of a conflict between the requirements of the Sedimentation Pollution
Control Act, the NCDOT encroachment agreement and the contract specifications,
the more restrictive requirement shall prevail.
3. All slopes affected during the installation/cleanup process must be provided with an
angle that can be retained by vegetative or other appropriate cover.
If the utility line is installed at or near the bottom of any channel section and the flow
velocities, resulting from a 10 year peak storm, within the affected channel section
exceed 2.0 fps (on bare earth), then appropriate temporary energy
dissipators/velocity check dams must be provided and the channel section provided
with the appropriate lining (temporary or permanent) material to restrain accelerated
erosion.
943 Washington'Sgvare Mall, Washington, Nora CarUra 27883 Telephone 252-c4?1, FAX [phone]
Wharf Landing, LLC
ATTN: Mr. Paul Waff, President
December 14, 2004
Page 2, 2004
In 1973, the Sedimentation Pollution Control Act (copy available upon request) was enacted.
It established a performance oriented program with the objective of PREVENTING sediment damage to
adjoining properties and/or natural resources resulting from land disturbing activities through the use of
reasonable and appropriate Best Land Management Practices, based on the approved plan and changing site
conditions, during the course of the project. AS THE DECLARED RESPONSIBLE PARTY YOUR
RESPONSIBILITY is to understand the Act and comply with the following minimum requirements of the
Act and the above listed modifications (if any):
an erosion and sedimentation control plan is only valid for 3 years
following the date of initial approval, ifno land-disturbing activity has been
undertaken;
-- a copy of the LATEST APPROVED soil erosion and control plan must be on
file at the job site;
-- erosion and sediment control measures or devices were designed and are to
be installed to safely withstand the runoff resulting from a 10 year storm
event - 65 - 7 inches in 24 hours or 2.5 -3 inches in 1 hour,
-- a buffer zone, sufficient to restrain visible sedimentation, must be provided
and maintained between the land-disturbing activity and any adjacent
property or watercourse;
-- new or affected slopes must be at an angle that can be retained by vegetative
cover;
-- barren slopes insist be provided with aground cover sufficient to restrain
erosion within the shorter of 15 working or 30 calendar days of
completion of anV phase (rough or Taal) of grading.. (RYE GRASS IS
NOT in the approved seeding specifications nor is it an ACCEPTABLE
substitute for the providing of a ground cover);
-- unless a temporary, nnanufaclured, lining material has been specified, a
clean straw mulch must be applied, at the minimum rate of 2 tons/acre, to
all seeded areas. The mulch must cover at least 75% of the seeded area
after it is either tacked, with an acceptable lacking material, or crimped in
place;
-- in order to meet the intent of the Act, the scheduling of the land-disturbing
activities is to be such that both the area of exposure and the time between
the land disturbance and the providing of a ground is minimized;
-- a permanent ground cover, sufficient to restrain erosion, must be provided
within the shorter of 15 working or 90 calendar days after completion of
construction or development; and,
-- except in the case of an emergency, a revised erosion and sedimentation
control plan must be submitted to and approved by this office prior to
initiating any significant changes in the construction, grading or drainage
plans ;
-- this approval is based, in part, on the accuracy of the information provided
in the Financial Responsibility/Ownership form submitted with the project
Wharf Landing, LLC
ATTN: Mr. Paul Waff, President
December 14, 2004
Page 2, 2004
plans. You are required to file an amended form if there is any change in
the information included on the form. This approval and the financial
responsibility/liability cited in it does not automatically transfer with a
change in project ownership.
Be advised that his letter givers notice of our right of periodic inspection to ensure compliance with the
approved plan and the program requirements. If the implemented plan is determined to be inadequate, this
office may require that it be revised to comply with state law. Failure to comply with any part of the approved
plan or with any requirements of this program, could result in the taking of appropriate legal action against the
financially responsible party (JYharf Landing, LLC). One option is the assessing of a civil penalty of up to
$5000 for the initial violation plus up to $5000 per day for each day the site is out of compliance.
In recognizing the desirability of early coordination of sedimentation control, we believe it would be
beneficial for you and your contractor to arrange a preconstruction conference to discuss the requirements of
the approved erosion and sedimentation control plan. Prior to beginning this project, you are required io either
contact this office to advise Allison Gresham (252-946-6481, ext.3857) of the construction start-up date,
contractor and an on-site contact person OR, please, complete and return the attached Project Information
sheet to the above named.
The land-disturbing activity described in this plan may require approval or permitting from other
Federal, State or local agencies. These could include the U.S. Army Corps of Engineers under Article 404
jurisdiction, the Division of Water Quality - Surface Water Section under stormwater regulations, county, city
or town agencies under other local ordinances, or other approvals that may be required. This approval does not
supersede any other approval or permit.
. Please be advised that all land disturbing activities affecting at least one acre will be required to have a
(federal) NPDES permit. Enclosed is the Construction Activities General Permit - NCGO 10000 that for this
project. The responsibility for understanding and complying with this permit rests with you. Be aware that
failure to comply with this permit could result in both the State and Federal governments taking appropriate
legal action. Contact the Division of Water Quality - Surface Water Section at [phone] should you
have any questions regarding monitoring and record keeping requirements of the permit.
Sincerely,
Maria A. Rogerson, El
Assistant Regional Engineer
Enclosure
w/o enc. Cc: Ms. Danielle Donolli, El, Hoobs, Upchurch, & Associates, PA
via email Mr. Andy Blankenship, PE, NCDOT
i
PROJECT INFORMATION SHEET
PLAN APPROVAL DATE: December 14, 2004
OWNER: Wharf Landing, LLC
PROJECT NAME: Wharf Landing Sewer Extension
COUNTY: Chowan Number: Chowa-2005-004
START-UP DATE:
CONTRACTOR:
ON-SITE CONTACT:
ON-SITE PHONE No.:
OFFICE PHONE No.:
PLEASE COMPLETE & RETURN TO:
N.C.D.E.N.R.
LAND QUALITY SECTION
ATTN: Ms. Allison Gresham
943 WASHINGTON SQUARE MALL
WASHINGTON, NORTH CAROLINA 27889
CERTIFICATE OF PLAN APPROVAL

The posting of this certificate certifies that an erosion and sedimentation control plan
has been approved for this project by the North Carolina Department of Environment
and Natural Resources in accordance with North Carolina General Statute 113A - 57 (4) and
113A - 54 (d) (4) and North Carolina Administrative Code, Title 15A, Chapter 4B.0107 (c).
This certificate must be posted at the primary entrance of the. job site before construction
begins and until establishment
Administrative Code, itle I -JA,
Wh&v4-
1767? 120 t2-
A
Date of Plan Approval

of permanent groundcover as required by North Carolina
Chapte 4$.012 (b):
WOO*
94- "4" A&I
M? Aa^!s
? 1?l
'I
o4
Project Name and Location
e??
HCDENR

Regional Engineer
' ?OF W A TFRp
Michael F. Easley
?O G Governor
r William G. Ross Jr., Secretary
-l North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
NPDES STORMWATER DISCHARGE PERMIT
FOR CONSTRUCTION ACTIVITIES
Regulations adopted by the US Environmental Protection Agency (US EPA) and by the North Carolina Division of Water
Quality require that a National Pollutant Discharge Elimination System (NPDES) permit be obtained for stormwater
discharges from construction activities with land disturbance of 5 or more acres (1 or more acres after March 10, 2003).
This permit is in addition to your approved erosion and sedimentation control plan approval, The Division of Water Quality
is delegated by the US EPA to administer the NPDES permit program in North Carolina. You have been given a copy of
this General Permit and coverage under this general permit because your project is subject to these NPDES permitting
requirements. You must comply with the applicable terms and conditions of this General Permit. and you are
subject to enforcement by the Division of. Water Quality for any violations of the General Permit:' It is not
necessary to file a Notice of Intent to be covered by this General Permit nor to receive a Certificate of Coverage from the
Division of Water Quality. If yourdo not wish to be covered by this general permit you may make application to the
Division of Water Quality to be covered under an individual stormwater NPDES permit.
Description of Provisions
The General Permit is tied to an approved Erosion and Sedimentation Control Plan issued by the North Carolina Division
of Land Resources, or an approved Local Program. Adherence to the Erosion and Sedimentation Control Plan is an
enforceable component of the General Permit. The General Permit not only requires adherence to the approved Erosion
and Sedimentation Control Plan, but also includes other limitations and controls. Some of the major items are outlined
below.
• Coverage.- The permit covers projects that disturb 5 or more acres of land until March 10, 2003 when this threshold
will be dropped to cover projects disturbing one or more acre of land.
• Inspections - The permittee must inspect all erosion and sedimentation control facilities and also must observe
runoff at stormwater discharges in accordance with the general permit (see Part I Section B for specific frequencies,
etc.). Discharges to certain impaired waters require more frequent inspections.
• Records - Records of inspections must be maintained with a copy of the approved Erosion and Sedimentation
Control Plan at the project site. An example of a potential inspection log is attached for your use.
• The General Permit has other provisions that address areas that could effect stormwater runoff from construction
activity that are not a part of an erosion and sedimentation control plan. These areas are addressed in Part I
Section A. of the General Permit and include matters such as demolition debris, chemical usage, and oil spills that
may contaminate stormwater runoff on a construction site.
Please note that there are other provisions in the permit and you should read and become familiar with all of these
conditions.
If You Have Questions About the General Permit
Questions concerning the General Permit requirements can be addressed to the Division of Water Quality Regional
Office. Office locations and phone numbers are as follows:
Asheville Regional Office......... 828/251-6208
Fayetteville Regional Office...... 910/486-1541
Mooresville Regional Office...... 704/663-1699
Raleigh Regional Office........... 919/571-4700
Washington Regional Office...... 252/946-6481
Wilmington Regional Office....... 910/395-3900
Winston-Salem Regional Office... 336/771-4600
Central Office ......................... 9191733-5083
For more information regarding the Programs of the Division of Water Quality, StorMwater and General Permits Unit, see
our home page at: http?/h2o.enrstate.nc.us/su/storm water. html
NCDENR
Customer Service Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699.1617 [phone]
1 800 623-7748
STORMWATER INSPECTIONS FOR GENERAL PERMIT NCG010000 - LAND DISTURBING ACTIVITIES
PROJECT:
MONITORING FOR THE WEEK BEGINNING:
RAINFALL:
Date Amount Initials
or (inches)
Rain
By this signature, I certify (in accordance with Part II
Section B,10 of the. NCG010000 permit) that this report Is
accurate and complete to the best bf my knowledge:
(Signature of Permitee or Designee)
EROSION AND SEDIMENTATION CONTROL FACILITIES INSPECTED: (At least once [twice, if on 303(d) listed stream for construction related parameters*]
er seven calendar da s And Ith1. 24 h f i

Facility
Identification
Date of
Inspection
Operating
Properly
Y/N) ?v to ours o a ra mull of 0.5 Inches per ,64 hours
Describe corrective actions taken (may need to attach additional information)

OBSERVATIONS OF RUNOFF AT STORMWATER DISCHARGE OUTFALLS: (At least once [twice, if on 303(d) listed stream for construction related parameters *]
er seven calendar days And within 24 hours of a rainfall of 0.5 inches per 24 hours)
Stormwater
Discharge
Outfall
Identificati
on Date Clarity Floating
solids Suspended
Solids Oil sheen Other obvious
indicators of
stormwater
pollution
(list & describe) Visible
sediment
leaving
the site?
(YIN) If yes, describe actions taken to
prevent future releases
(may need to attach additional
information) Describe measures taken to clean up
sediment outside of the disturbed
limits
(may need to attach additional
information)

Clarity: Choose the number which best describes the clarity of the discharge where I is clear and 10 is very cloudy
Floating Solids: Choose the number which best describes the amount of floating solids in the discharge where 1 is no solids and 10 the surface is covered in floating solids
Suspended Solids: Choose the number which best describes the amount of suspended solids in the discharge where I is no solids and 10 is extremely muddy
Oil Sheen: Is there an oil sheen in the stormwater discharge? Y or N
* 303(d) listed streams for construction related parameters - The latest approved list may be obtained from the Division of Water Quality, or from the following website location:
http: //h2o. eur. state. tic. uslstilcoizstriictioti3O3d
Permit No. NCG010000
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT
TO DISCHARGE STORMWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful
standards and regulations promulgated and adopted by North Carolina Environmental
Management Commission and the Federal Water Pollution Control Act as amended,
All owners or operators of stormwater point source discharges associated with construction
activities including clearing, grading and excavation activities resulting in the disturbance of land
are hereby authorized to discharge stormwater to the surface waters of North Carolina or to a
separate storm sewer system conveying stormwater to the surface waters.
The General Permit shall become effective on October 1, 2001.
The General Permit shall expire at midnight on September 30, 2006.
Signed this day October 1, 2001.
Greg oe, Ph.DUActing Director
Divisi roeater Quality
By the of the Environmental Management Commission
Page 1 of 20 Pages
- Permit No. NCGO10000'
PERMITTED ACTIVITIES
Until this permit expires or is modified or revoked, the permittee is authorized to discharge
stormwater which has been adequately treated and managed in accordance with an approved
Erosion and Sedimentation Control Plan by the North Carolina Division of Land Resources,
Land Quality Section, or a delegated local program under the provisions and requirements of
North Carolina General Statute 113A - 54.1 to the surface waters of North Carolina or to a
separate,, storm sewer system. All discharges shall be in accordance with the attached schedules
as follows:
Part I: Monitoring, Controls, and Limitations for Permitted Discharges
Part 11: Standard Conditions
Any other point source discharge to surface waters of the state is prohibited unless covered by
another permit, authorization or approval. The discharges allowed by this General Permit shall
not cause or contribute to violations of Water Quality Standards. Discharges allowed by this
permit must meet applicable wetland standards as outlined in 15A NCAC 2B .0230 and .0231
and water quality certification requirements as outlined in 15A NCAC 2H.0500.
This permit does not relieve the permittee from responsibility for compliance with, any other
applicable federal, state, or local law; rule, standard, ordinance, order, judgment,. or decree.
General Permit Coverage .
This General Permit is applicable to point source discharges from construction activities-
disturbing five acres of land prior to March 10, 2003. As of March 10, 2003, this permit will be
applicable to point source discharges of stormwater from construction activities disturbing one or
more acres of land. The submission of a proposed Erosion and Sedimentation Control Plan to
the Division of Land Resources or delegated local program shall be considered to take the place
of a Notice of Intent for coverage under this General Permit for those projects requiring this
Permit coverage. Coverage under this General Permit shall become effective upon issuance of an
approval for the Erosion and Sedimentation Control Plan by the Land Quality Section of the
Division of Land Resources or delegated local program. Prior to the commencement of
construction and land disturbing activities approval of the Erosion and Sedimentation Control
Plan shall be obtained.
Any owner or operator not wishing to be covered or limited by this General Permit may make
application for an individual NPDES permit in accordance with NPDES procedures in 15A
NCAC 2H .0100, stating the reasons supporting the request. Any application for an individual
permit should be made at least ISO days prior to the time the permit is needed .
This General Permit does not cover activities or discharges covered by an individual NPDES
permit until the individual permit has expired or has been rescinded. Any person conducting an
activity covered by an individual permit but which could be covered by this General Permit may
request that the individual permit be rescinded and coverage under this General Permit be
provided.
Page 2 of 20 Pages
Permit No. NCGO10000
PART I
MONITORING, CONTROLS, AND LIMITATIONS FOR PERMITTED DISCHARGES
SECTION A: FINAL UNUTATIONS AND CONTROLS FOR STORMWATER
DISCHARGES
During the period beginning on the effective date of the permit and lasting until expiration, the
Pem-ktee is authorized to discharge stormwater associated with construction activity. Such
discharges shall be controlled, limited and monitored as specified below.
1. Prior to the commencement of construction, the permittee shall submit for approval a
Erosion and Sedimentation Control Plan (plan) to the Department of Environment, and
Natural Resources, Division of Land Resources, Land Quality Section, (or an approved
local program) pursuant to the requirements of NC G.S. 113A-54.1 and in conformity
with rules adopted by the North Carolina Sedimentation Control Commission.
2. The Permittee shall implement the plan, which has been approved by the approval
authority. The approved plan is considered a requirement or condition of this general
permit. Deviation from the approved plan, or approved amendment to the plan, shall
constitute a violation of the terms and conditions of this general permit except that
deviation from the approved plan will be allowed (1) to convect an emergency situation
where sediments are being discharged off the site or (2) when minor modifications have
been made for the purpose of improving the performance of the erosion and
sedimentation control measures and notification of the minor modification has been made
to the Division of Land Resources (or approved local program). Such a deviation from
the approved plan shall be noted on the approved plan maintained at the job site. During
active construction, a copy of the approved plan shall be maintained on the site.
3. Equipment utilized during the construction activity on a site must be operated and
maintained in such a manner as to prevent the potential or actual pollution of the surface
or ground waters of the state. Fuels, lubricants, coolants, and hydraulic fluids, or any
other petroleum products, shall not be discharged onto the ground or into surface waters.
Spent fluids shall be disposed of in a manner so as not to enter the waters, surface or
ground, of the state and in accordance with applicable state and federal disposal
regulations. Any spilled fluids shall be cleaned up to the extent practicable and disposed
of in a manner so as not to allow their entry into the waters, surface or ground, of the
state.
4. Herbicide, pesticide, and fertilizer usage during the construction activity shall be
consistent with the Federal Insecticide, Fungicide, and Rodenticide Act and shall be in
accordance with label restrictions.
Page 3 of 20 Pages
Permit No. NCGO10000
5. All wastes composed of building materials shall be disposed of in accordance with North
Carolina General Statutes, Chapter 130A, Article 9 - Solid Waste Management, and rules
governing the disposal of solid waste (North Carolina Administrative Code Section 15A
NCAC 13B).
6. The Permittee shall control the management and disposal of litter and sanitary waste from
the site such that no adverse impacts to water quality occur.

Page 4 of 20 Pages
Permit No. NCGO10000
SECTION B: MINIMUM MONITORING AND REPORTING REQUIREMENTS
Minimum monitoring and reporting requirements are as follows unless otherwise approved in
writing by the Director of the Division of Water Quality.
1. All erosion and sedimentation control facilities shall be inspected by or under the
direction of the permittee at least once every seven calendar days (at least twice every
seven days for those facilities discharging to waters of the State listed on the latest EPA
approved 303(d) list for construction related indicators of impairment such as turbidity or
sedimentation**) and within 24 hours after any storm event of greater that 0.5 inches of
rain per 24 hour period. A rain gauge shall be maintained on the site and a record of the
rainfall amounts and dates shall be kept by the permittee.
(** The latest approved list may be obtained from the Division of Water Quality, or from
the following website location: http://`h2o.enr.state. nc. uslsulconstruction303d)
2. Once land disturbance has begun on the site, stormwater runoff discharges shall be
inspected by observation for stormwater discharge characteristics as defined below at the
frequency in #1 above to evaluate the effectiveness of the pollution control facilities or
practices. If any visible sedimentation is leaving the-disturbed limits of the site;
corrective action shall be taken immediately to control the discharge of sediments outside
the disturbed limits.
Stormwater Discharge
Characteristics Monitoring
T el Monitoring
Location2
Clarity SDO
Floating Solids SDO
Suspended Solids SDO
Oil Sheen SDO
Other obvious indicators
of stormwater ollution SDO
Footnotes:
1 Monitoring Type: The monitoring requires a qualitative observation of each
stormwater outfall. No analytical testing or sampling is required.
2 Sample Location: Stormwater Discharge Outfall (SDO)
3. The operator shall keep a record of inspections. Visible sedimentation found outside of
the disturbed limits shall be recorded and a brief explanation kept with the records as to
the measures taken to, control future releases. Any measures taken to clean up the
sediment that has left the disturbed limits shall also be recorded. These records shall be
made available to DWQ or authorized agent upon request.
Page 5 of 20 Pages
Permit No. NCGO10000
SECTION C: SCHEDULE OF COMPLIANCE
1. The permittee shall comply with Final Limitations and Controls specified for stormwater
discharges once disturbance has begun on the site and until completion of construction or
development and the establishment of a permanent ground cover..
2. During construction and until the completion of a construction or development and the
establishment of a permanent ground cover, the permittee shall provide the operation and
maintenance necessary to operate the storm water controls at optimum efficiency.
Page 6 of 20 Pages
Permit No. NCG010000
PART II
STANDARD CONDITIONS
SECTION A: DEFINITIONS
1. Act or "the Act" or CWA
The Federal Water Pollution Control Act, also known as the Clean Water Act, as
amended, 33 USC 1251, et. seq.
2. Best Management Practices (BMPs)
Schedules of activities, prohibitions of practices, maintenance procedures,. and other
management practices to prevent or reduce the pollution of waters of the UnitEd States.
BMPs also include treatment requirements, operation procedures, and practices to control
plant site runoff, spillage or leaks, sludge or waste disposal, or drainage from- raw
material storage.
3. DWO or Division
The Division of Water Quality, Department of Environment, and Natural Resources.
4. Director
The Director of the Division of Water Quality, the permit issuing authority.
5. EMC
The North Carolina Environmental Management Commission.
6. Permittee
The person who signed as the financially responsible party on the Erosion and
Sedimentation Control Plan. '
7. Point Source Discharge
Any discernible, confined and discrete conveyance; including but specifically. not limited
to, any pipe, ditch, channel, tunnel, conduit, well, discrete fissure, container, rolling
stock, or concentrated animal feeding operation from which pollutants are or may be
discharged to waters of the state.
8. Administrator
The Adminstrator of the U. S. Environmental Protection Agency.
Page 7 of 20 Pages
Permit No. NCGO10000 ` .
SECTION B: GENERAL CONDITIONS
1. Duty to Comply.
The permittee must comply with all conditions of this general permit. Any permit
noncompliance constitutes a violation of the Clean Water Act and is grounds for:
enforcement action; certificate of coverage termination, revocation and reissuance, or
modification; or denial of a certificate of coverage upon renewal application.
(a) The permittee shall comply with effluent standards or prohibitions established under
section 307(a) of the Clean Water Act for toxic pollutants and with standards for sewage
sludge use or disposal established under section 405(d) of the CWA within the time
provided in the regulations that establish these standards or prohibitions or standards for
sewage sludge use or disposal, even if the permit has not yet been modified to incorporate
the requirement.
(b) The Clean Water Act provides that any person who violates section 301, 302, 306,
307, 308, 318 or 405 of the Act, or any permit condition or limitation implementing any
such sections in a permit issued under section 402, or any requirement imposed in a
pretreatment program approved under sections 402(a)(3) or 402(b)(8) of the Act, is
subject to a civil penalty not to exceed $27,000'per day for each violation. The Clean
Water Act provides that any person who negligently violates sections 301, 302, 306, 307,
308, 318, or 405 of the Act, or any condition or limitation implementing any of such
sections in a permit issued under section 402 of the Act, or any requirement imposed in a
pretreatment program approved under section 402(a)(3) or 402(b)(8) of the Act, is subject
to criminal penalties of $2,500 to $25,000 per day of violation, or imprisonment of not
more than 1 year, or both. In the case of a second or subsequent conviction for a
negligent violation, a person shall be subject to criminal penalties of not more than
$50,000 per day of violation, or by imprisonment of not more than 2 years, or both. Any
person who knowingly violates such sections, or such conditions or limitations is subject
to criminal penalties of $5,000 to $50,000 per day of violation, or imprisonment for not
more than 3 years, or both. In the case of a second or subsequent conviction for a
knowing violation, a person shall be subject to criminal penalties of not more than
$100,000 per day of violation, or imprisonment of not more than 6 years, or both. Any
person who knowingly violates section 301, 302, 303, 306, 307, 308, 318 or 405 of the
Act, or any permit condition or limitation implementing any of such sections in a permit
issued under section 402 of the Act, and who knows at that time that he thereby places
another person in imminent danger of death or serious bodily injury, shall, upon
conviction, be subject to a fine of not more than $250,000 or imprisonment of not more
than 15 years, or both. In the case of a second or subsequent conviction for a knowing
endangerment violation, a person shall be subject to a fine of not more than $500,000 -or
by imprisonment of not more than 30 years, or both. An organization, as defined in
section 309(c)(3)(B)(iii) of the CWA, shall, upon conviction of violating the imminent
danger provision, be subject to a fine of not more than $1,000,000 and can be fined up to
$2,000,000 for second or subsequent convictions.
(c) Under state law,' a daily civil penalty of not more than ten thousand dollars
($10,000) per violation may be assessed against any person who violates or fails to act in
Page 8 of 20 Pages
Permit No. NCGO10000
accordance with the terms, conditions, or requirements of a permit. [Ref: NC General
Statutes 143-215.6A].
(d) Any person may be assessed an administrative penalty by the Administrator for
violating section 301, 302, 306, 307, 308, 318 or 405 of this Act, or any permit condition
or limitation implementing any of such sections in a permit issued under section 402 of
this Act. Administrative penalties for Class I violations are not to exceed $11,000 per
violation, with the maximum amount of any Class I penalty assessed not to exceed
$27,500. Penalties for Class 11 violations are not to exceed $11,000 per day for each day
during which the violation continues, with the maximum amount of any Class H penalty
not to exceed $137,500.
2. Duty to Mitigate
The permittee shall take all reasonable steps to minimize or prevent any discharge in
violation of this general permit which has a reasonable likelihood of adversely affecting
human health or the environment.
3. Civil and Criminal Liabilit
Except as provided in Section C. of this permit regarding bypassing of stormwater control
facilities; nothing in this general permit shall be construed to relieve the permittee from
any responsibilities, liabilities, or penalties for noncompliance pursuant to NCGS 143-
215.3, 143-215.6A, 143-215.6B, 143-215.6C or Section 309 of the Federal Act, 33 USC
1319. Furthermore, the permittee is responsible for consequential damages, such as fish
kills, even though the responsibility for effective compliance may be temporarily
suspended.
4. Oil and Hazardous Substance Liability
Nothing in this general permit shall be construed to preclude the institution of any legal
action or relieve the permittee from any responsibilities, liabilities, or penalties to which
the permittee is or may be subject to under NCGS 143-215.75 et seq. or Section 311 of the
Federal Act, 33 USC 1321. Furthermore, the permittee is responsible for consequential
damages, such as fish kills, even though the responsibility for effective compliance may
be temporarily suspended.
5. Property Rights
The issuance of this general permit does not convey any property rights in either real'or
personal property, or any exclusive privileges, nor does it authorize any injury to private
property or any invasion of personal rights, nor any infringement of Federal, State or
local laws or regulations.
6. Severabilitv
Page 9 of 20 Pages
Permit No. NCGO10000
The provisions of this general permit are severable, and if any provision of this general
permit, or the application of any provision of this general permit to any circumstances, is
held invalid, the application of such provision to other circumstances, and the remainder
of this general perniit, shall not be affected thereby.
7. Duty to Provide Information
The permittee shall furnish to the Director, within a reasonable time, any information
which the Director may request to determine whether cause exists for modifying,
revoking and reissuing, or terminating the certificate of coverage issued pursuant to this
general permit or to determine compliance with this general permit. The permittee shall`
also furnish to the Director upon request, copies. of records required to be kept by this :
general permit.
8. When an Individual Permit may be Required
The Director may require any owner/operator authorized to discharge under a certificate
of coverage issued pursuant to this general permit to apply for and obtain an individual
permit or an alternative general permit. Any interested person may petition the Director
to require ' an individual permit pursuant to '15A NCAC 2H .0127. Cases where an
individual permit may be required include, but are not limited to, the following:
a. _ The discharger is a significant contributor of pollutants;
b. Conditions at the permitted site change, altering the constituents and/or
characteristics of the discharge such that the discharge no longer qualifies for a
General Permit;
C. The discharge violates the terms or conditions of this general permit;
d. A change has occurred in the availability of demonstrated technology or practices
for the control or abatement of pollutants applicable to the point source;
e. Effluent limitations are promulgated for the point sources covered by this general
permit;
f. A water quality management plan containing requirements applicable to such
point sources is approved after the issuance of this general permit.
g. The Director determines at his own discretion that an individual permit is
required.
9. When an Individual Permit may be Requested
Any permittee operating under this general permit may request to be excluded from the
coverage of this general permit by applying for an individual permit. When an individual
Page 10 of 20 Pages
Permit No. NCGO10000
permit is issued to an owner/operator the applicability of this general permit is
automatically terminated on the effective date of the individual permit.
10. Signatory Requirements
a. All applications, reports, or information submitted to the Director shall be signed and
certified as follows:
(1) For a corporation: by a responsible corporate officer. For the purpose of this
Section, a responsible corporate officer means: (a) a president, secretary, treasurer
or vice president of the corporation in charge of a principal business function, or
any other person who performs similar policy or decision making functions for
the corporation, or (b) the manager of one or more manufacturing production or
operating facilities provided the manager is authorized to make management
decisions which govern the operation of the regulated facility including having the
explicit or implicit duty of making major capital investment recommendations,
and initiating and directing other comprehensive measures to assure long term
environmental compliance with environmental laws and regulations; the manager
can ensure that the necessary systems established or actions taken to gather
complete and accurate information for permit application requirements; and where
authority to sign documents has been assigned or delegated to the manager in
accordance with corporate procedures.
(2) For a partnership or sole proprietorship: by a general partner or the proprietor,
respectively; or
(3) For a municipality, State, Federal, or other public agency: by either a principal
executive officer or ranking elected official.
b. All reports required by the general permit and other information requested by the Director
shall be signed by a person described above or by a duly authorized representative of that
person. A person is a duly authorized representative only if:
(1) The authorization is made in writing by a person described above;
(2) The authori zation specified either an individual or a position having responsibility
for the overall operation of the regulated facility or activity, such as the position
of plant manager, operator of a well- or well field, superintendent, a position of
equivalent responsibility, or an individual or position having overall responsibility
for environmental matters for the company. (A duly authorized representative
may thus be either a named individual or any individual occupying a named
position.); and
(3) The written authorization is submitted to the Director.
C. Any person signing a document under paragraphs a. or b. of this section shall make the
following certification:
Page 11 of 20 Pages
Permit No. NCGO10000
"I certify, under penalty of law, that this document and all attachments were
prepared under my direction or supervision in accordance with a system designed
to assure that qualified personnel properly gather and evaluate the information
submitted. Based on my inquiry of the person or persons who manage the system,
or those persons directly responsible for gathering the information, the
information submitted is, to the best of my knowledge and belief, true, accurate,
and complete. I am aware that there are significant penalties for submitting false
information, including the possibility of fines and imprisonment, for knowing
violations."
1 L General Permit Modification Revocation and Reissuance or Termination
The issuance of this general permit does not prohibit the Director from reopening and
modifying the general permit, revoking and reissuing the general permit, or terminating
the general permit as allowed by the laws, rules, and regulations contained in Title 40,
Code of Federal Regulations, Parts 122 and 123; Title 15A of the North Carolina
Administrative Code, Subchapter 2H .0100; and North Carolina General Statute 143-
215.1 et. seq.
Page 12 of 20 Pages
Permit No. NCGO10000
SECTION C: OPERATION AND MAINTENANCE OF POLLUTION CONTROLS
1. Proper Operation and Maintenance
The permittee shall at all times properly operate and maintain all facilities and systems of
treatment and control (and related appurtenances) which are installed or used by the
permittee to achieve compliance with the conditions of this general permit.
2. Need to Halt or Reduce not a Defense
It shall not be a defense for a permittee in an enforcement action that it would have been
necessary to halt or reduce the permitted activity in order to maintain compliance with the
condition of this general permit.
3. • Bypassing of Stormwater Control Facilities
a. Definitions
(1) "Bypass" means the intentional diversion of stormwater from any portion of a
stormwater control facility including the collection system, which is not a
designed or established or operating mode for the facility.
(2) "Severe property damage" means substantial physical .damage. to property,
damage to the control facilities which causes them to become inoperable, or
substantial and permanent loss of natural resources which can reasonably be
expected to occur in the absence of a bypass. Severe property damage does not
mean economic loss caused by delays in production.
b. Bypass Not Exceeding Limitations.
The permittee may allow any bypass to occur which does not cause effluent limitations to
be exceeded, but only -if it also is for essential maintenance to. assure efficient operation.
These bypasses are not subject to the provisions of Paragraphs c. and d. of this section.
C. Notice
(1) : • Anticipated bypass. If the permittee knows in advance of the need for a bypass, it
shall submit prior notice, if possible at least ten days before the date of the bypass;
including an evaluation of the anticipated quality and effect of the bypass.
(2) Unanticipated bypass. The permittee shall submit notice within 24 hours of an
unanticipated bypass as required in Part II, E. 1(b)(1) of this general permit. (24-
hour notice).
d. Prohibition of $ypass
Page 13 of 20 Pages
Permit No. NCGO10000
Bypass is prohibited and the Director may take enforcement action against a permittee
for bypass, unless:
(1) Bypass was unavoidable to prevent loss of life, personal injury or severe property
damage;
(2) There were no feasible alternatives to the bypass, such as the use of auxiliary
control facilities, retention of stormwater or maintenance during normal periods of
equipment downtime or dry weather. This condition is not satisfied if adequate
backup controls should have been installed in the exercise of reasonable
engineering judgment to prevent a bypass which occurred during normal periods
of equipment downtime or preventive maintenance; and
(3) The permittee submitted notices as required under Paragraph c. of this section.
The Director may approve an anticipated bypass, after considering its adverse effects, if
the Director determines that it will meet the three conditions listed above in Paragraph d.
of this section.
4. Upsets
a. Definition
"Upset of means an exceptional incident in which there is unintentional and temporary
noncompliance with technology based permit effluent limitations because of factors
beyond the reasonable control of the permittee. An upset does not include
noncompliance to the extent caused by operational error, improperly designed treatment
or control facilities, inadequate treatment or control facilities, lack of preventive
maintenance, or careless or improper operation.
b. Effect of an Upset.
An upset constitutes an affirmative defense to an action brought for noncompliance with
technology based permit effluent limitations if the requirements of paragraph c. of this
condition are met. No determination made during administrative review of claims that
noncompliance was caused by upset, and before an action for noncompliance, is final
administrative action subject to judicial review.
C. Conditions Necessary for a Demonstration of Upset
A permittee who wishes to establish the affirmative defense of upset shall demonstrate,
through properly signed, contemporaneous operating logs, or other relevant evidence that:
(1) An upset occurred and that the permittee can identify the cause(s) of the upset;
2) The permitted facility was at the time being properly operated; and
Page 14 of 20 Pages
Permit No. NCGO10000
(3) The permittee submitted notice of the upset as required in Part H, E. 3. (b) (2) of
this general permit.
(4) The permittee complied with any remedial measures required under Part II, A. 2.
of this general permit.
d. Burden of Proof
In any enforcement proceeding the permittee seeking to establish the occurrence of an
upset has the burden of proof.
Page 15 of 20 Pages
Permit No. NCGO10000
SECTION D: MONITORING AND RECORDS
1. Representative Sampling

Samples collected and measurements taken, as required herein, shall be characteristic of
the volume and nature of the permitted discharge. Samples shall be taken on a day and
time that is characteristic of the discharge. All samples shall be taken before the
discharge joins or is diluted by any other waste stream, body of water, or substance. .
2. Penalties for Tampering
The Clean Water Act provides that any person who falsifies, tampers with, or knowingly
renders inaccurate, any monitoring device or method required to be maintained under this
general permit shall, upon conviction, be punished by a fine of not more than $10,000 per
violation, or by imprisonment for not more than two years per violation, or by both. If a
conviction of a person is for a violation committed after a first conviction of such person
under this paragraph, punishment is a fine of not more that $20,000 per day of violation,
or by imprisonment of not more than 4 years, or both.
3. Records Retention
The permittee shall retain records of all monitoring information and copies of all reports
required by this general permit, for a period of at least 5 years from the date of the
sample, measurement, report or application. This period may be extended by request of
the Director at any time.
4. Recordin Results
For each measurement, sample, inspection or maintenance activity performed or taken
pursuant to the requirements of this general permit, the permittee shall record the
following information:
a. The date, exact place, and time of sampling, measurements, inspection or
maintenance activity;
b. The individual(s) who performed the sampling, measurements, inspection or
maintenance activity;
C. The date(s) analyses were performed;
d.. The individual(s) who performed the analyses;
e. The analytical techniques or methods used; and
f. The results of such analyses.
5. Inspection and Entry
Page 16 of 20 Pages
Permit No. NCG010000
The permittee shall allow the Director, or an authorized representative (including an
authorized contractor acting as a representative of the Director), or in the case of a facility
which discharges through a municipal separate storm sewer system, an authorized
representative of a municipal operator or the separate storm sewer system receiving the
discharge, upon the presentation of credentials and other documents as may be required
by law, to;
a. Enter upon the perrrittee's premises where a regulated facility or activity is
located or conducted, or where records must be kept under the conditions of this
general permit;
b. Have access to and copy, at-reasonable times, any records that must be kept under
the conditions of this general permit;
C. Inspect at reasonable times any facilities, equipment (including monitoring and
contfbl equipment), practices, or operations regulated or required under this
general permit; and
d. Sample or monitor at reasonable times, for the purposes of assuring general
permit compliance or as otherwise authorized by the Clean Water Act, any
substances or parameters at any location.
Page 17 of 20 Pages
Permit No. NCGO10000
SECTION E: REPORTING REOUIREMENTS
1. Planned Changes
The permittee shall give notice to the Director as soon as possible of any planned
physical alterations or additions to the permitted facility. Notice is required only when:
a. The alteration or addition to a permitted facility may meet one of the criteria for
determining whether a facility is a new source in 40 CFR Part 122.29 (b); or
b. The alteration or addition could significantly change the nature or increase the
quantity of pollutants discharged. This notification applies to pollutants which are
subject neither to effluent limitations in the general permit, nor to notification
requirements under 40 CFR Part 122.42 (a) (1).
2. Anticipated Noncompliance
The permittee shall give advance notice to the Director of any planned changes in the
permitted facility or activity which may result in noncompliance with the general permit
requirements
3. Twenty-four Hour Reporting
a. The permittee shall report to the central office or the appropriate regional office any
noncompliance which may endanger health or the environment. Any information shall be
provided orally within 24 hours from the time the permittee became aware of the
circumstances. A written submission shall also be provided within 5 days of the time the
permittee becomes aware of the circumstances.
The written submission shall contain a description of the noncompliance, and its causes;
the period of noncompliance, including exact dates and times, and if the noncompliance
has not been corrected, the anticipated time it is expected to continue; and steps taken or
planned to reduce, eliminate, and prevent reoccurrence of the noncompliance.
b. The following shall be included as information which must be reported within 24 hours
under this paragraph:
(1) Any unanticipated bypass which exceeds any effluent limitation in the general
permit.
(2) Any upset which exceeds any effluent limitation in the general permit.
(3) Violation of a maximum daily discharge limitation for any of the pollutants listed
by the Director in the general permit to be'reported within 24 hours.
C. The Director may waive the written report on a .case-by-case basis for reports under
paragraph b. above of this condition if the oral report has been received within 24 hours.
Page 18 of 20 Pages
Permit No. NCGO10000
4. Other Information
Where the permittee becomes aware that it failed to submit any relevant facts in any
report to the Director, it shall promptly submit such facts or information.
5. Availability of Reports
Except for data determined to be confidential under NCGS 143-215.3(a)(2) or Section
308 of the Federal Act, 33 USC 1318, all reports prepared in accordance with the terms
shall be available for public inspection at the offices of the Division of Water Quality. As.
required by the Act, discharge data shall not be considered confidential. Knowingly
making any false statement on any such report may result in the imposition of criminal
penalties as provided for in NCGS 143-215.6B or in Section 309 of the Federal Act.
6. Penalties for Falsification of Reports
The Clean Water Act provides that any person who knowingly makes any false statement,
representation, or certification in any record or other document submitted or required to
be maintained under this general permit, including monitoring reports or reports of
compliance or noncompliance shall, upon conviction, be punished by a fine of not more
than $10,000 per violation, or by imprisonment for not more than two years per violation,
or by both.
Page 19 of 20 Pages
Permit No. NCGO10000
SECTION F: LIMITATIONS REOPENER
This general permit shall be modified or alternatively, revoked and reissued, to comply with any
applicable effluent guideline or water quality standard issued or approved under Sections 302(b)
(2) (c), and (d), 304(b) (2) and 307(a) of the Clean Water Act, if the effluent guideline or water
quality standard so issued or approved:
a. contains different conditions or is otherwise more stringent than any effluent
limitation in the general permit; or
b. controls any pollutant not limited in the general permit.
The general permit as modified or reissued under this paragraph shall also contain any other
requirements in the Act then applicable.

Page 20 of 20 Pages

t
CROSS SECTION AT HOTEL
?? ' Y
DEC 2 20??
¢1COASTALMANAGENFNT
1 ?Ty4?y4?4 4? ELIZABETH CITY
-'Ir 4-?'Iff ?i'r 4 1 4 e
;
' ... ..,.. ?.. ® ® FILL 4.5 FEET ABOVE EXISTING GRADE (10.0')
33.
PERMITTED PLATFORM 3.7' NWL (5.3' MSL)
HOTEL/RESTAURANT NORMAL WATER 0.0' (1.5' MSL)
W% F TIER CLOOTH EXISTING SITE GRADE W/ FILTNER CLOLTH
TYPICAL CONDOMINIUM CROSS SECTION
AT SOUTHERN END OF COMPLEX (BLDG. 6)
GRAVEL
RETAINING WALL
WITH FILTER CLOTH
NOTES:
1. ELEVATIONS IN FEET RELATIVE TO SEA LEVEL. NORMAL
WATER LEVEL AT SITE 1.5', BASED ON OBSERVED AND
SURVEYED WATER LEVELS.
2. UPLAND RETAINING WALL CONSTRUCTED SO THAT SITE CAN
BE ADEQUATELY GRADED FOR STORMWATER PURPOSES.
3. SAND FILL TO BE PLACED OVER MAJORITY OF SITE TO
ACHIEVE PROPER GRADING. PLEASE REFER TO GRADING
TOP OF RETAINING WALL 8.0' NWL (9.5' MSL) CONTOURS ILLUSTRATED ON CAMA SITE PLAN.
PERMITTED PLATFORM 3.0' NWL (-5.5' MSL)
NORMAL WATER LEVEL 0.0 (- 1.5' MSL)
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} ?i..'"r? ( ??a ??. ^F` ? 'C ? .<?' ?a t+.` ?° r1 ?,'?_ 'k+" . L 'c i:?r y s ?,.?,??`r '? • #? ' '`'''fix ?+- ?,? ??,'
- i K ' ? ti? ??r' ?.. .. ,? zN1i'?.s??an.?s?#??. v o .^a,?e f.. ? ? 1. .?, •?-,,?p ? ? g ..tom'
t- .r T - ?t- ?'+? .%+r ? ?Ck '' .E.'? SwQ R.?:, ? r ? ?,C ?' r'?!"':'r' ?. a._ °iii??,s
- ??, _ ? .. ,.. ? -i .- _ .??: si< ?^':,, tt2.rrv`--.'; _._ ??.xrr?:.1t... _ :H--at± .._? .a,7-.. ;C -._. ,

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MAP OF
WHARF LANDING, LLC
ACREAGES OF TRACTS TRANSFERED
TO WHARF LANDING, LLC.
* ID
? 004
1
c' oI,. 5??ZP l5 Gi
WILDLIFE ACCESS ROAD
FIRST TOWNSHIP, CHOWAN COUNTY
NORTH CAROLINA
REFERENCE: DEED BOOK 255, PAGE 598
DEED DOCK 283, PAGE 449
SCALE I F01 - WO FEET DECOIEA 4 2004.
sw ?. . mo
MARK D. PRUDEN REG. SURVEYOR L-3065
148 OAK GROVE ROAD, EDENTON, NC 27932.
NOT FOR RECORDING • - PEA IT ACREAGE_YERIFICA ON ONLY. 05-000
?2!O _:
SITE MAP
32.95 ACRES TOT
<1 00%%S
? Np FOR ? gg5 ///
5'1P?
GPS? Q 33
1 00. Zg1. /
0 /
1 ? "?0-
?\ ISr2 g
CHOWAN ?/ \
RIVER ` \\

22.36 ACRES,
\j\
7.05 ACRES
9?9
9 \
J ?
CHOWAN
RIVER
WAFF
CONTRACTING
MB. 10, PG. 18
NOTE: ACREAGE TOTAL FROM
CHOWAN COUNTY TAX DEPARTMENT
WAFF
CONTRACTING
M8. 10, PG. 18

/ CONTRACTING
MB. 10, PG. 18
SURVEY FOR
WHARF LANDING, LLC
WETLAND DELINEATION SURVEY
WILDLIFE ACCESS ROAD
FIRST TOWNSKR. CHOWAN COUNTY
NORTH CAROLINA
REFEREM DEW OOM EII, PAGE 111
OEM s7uR IM, PAM 11f
ICI! I POT . PN NET mot A OM
MAR( M PRIMER REM RN EYOR L-3M
H, OAR aROW ROAM CXMON. NO ITT„
I fO!RTPY THAT THQ MT A OF A fA,IYEY Of AN OP
• DELMATICN
d
SITE MAP
LEGEND
... CENTERLINE
PP ... PMER POLE
EIR ... EXIETIN3 IRON ROO
(C) ... CONTROL
8711 ... RIOHT OF WAY
i
?g
l:
ITATI OF NOTM CARCLNA CNOWAN CoUWry
L NAAK I. Nlmt CE RtY THAT TNN NAP wAN DRAWN NY 14 ON U®1 Nr NRNYMON
Mdl AN ACTUAL KWWV BY Y OR LMIN T47 ¦PINYNI)PL D® CIIOWION RECOIOM N
C® NOON PA= NRr NOOT
PALM MT CAMNT IION
TWIT TNN ONOR a P 0.oIRII AN CMLLLATTO r LATITU M APO OBAARIII O
T_fr ?r:r
TW1T TIq NOAOMM NOT NNYITM AN NgWN AS WKKU# TPM PLOTTW MW PFOMARO'I
IOJD N 0®IWN PAfM . NAP NOON
PAM MT CANNIT tit
THAT TIM NAP w'I PREPARED N ACCgAGAN= TNM GA 4741 AN AIMCOL
wffNm NY TWO A NO DIAL TNI ??
=i--wra
WJRVWYCM L4011
RCM NO.
S 6
EM LM41TS 14
STAOTE
4 3 '? • ??d
?e END OF ROAD
bLAND D
17
RIVER BA9f3NE t? /? A• A, ?
•
\8 12
17
'
CHOWAN
RIYER
404 WETLAND DELINATION
4. 5 N 53106'10' E 64.87'
5. 6 N 62.07135' E 41.55'
8. 7 S 36.35'30' E 85,11'
7. 6 S 25.35'45' E 83.55'
8. 9 S 35.22'15' E 53.107--
9-10 N 87.53'30' E 34.16'
10.11 N 66.42'50' E 63.29'
11-12 N 84.47'30' E 65,71'
12.13 N 78.35'15' E 39.87'
13.14 N 74.44'20' E 40.89-
14-15 N 64.16'55' E 49,11'
15.16 S 87.40'40' E 28,83'
16-17 S 52.37'45' W 42.50'
17.18 S 63.19'00' W 73.91'
16.19 S 50.43'25' W 58.49'
19.20 S 62'09'25' W 77.48'
20.21 S 59.58'05' W 52.69'
21.22 S
- 30.30'55' E 35.64'
22.23 S 24#16-00- E 81.58'
23-24 S 30.03'30' E 44.61'
24.25 S
- 22.27'45' E 65.98'
25.26 S 34-41-40- E 58.65-
26-28 S 30.48'00' E 91.44'
28.29 S 23.04'40' E 89.19'
29.30 S 35.07'20' E 46.22'
30-32 S 33.46'05• E 62.55'
32.33 S 26.37'00' E 83.08'
33.34 S 31.50'45' E 112.91'
34.35 S 31.24'50' E 121.17'
35-38 S 27.47'20' E 80.46'
36.37 S 28.33'30' E 63.36'
VI \4211 •26 • W
22
\,23
f` -a
OF RAW FOR \ \24
ACCESS ROAD &
UTILITY EASEMENT
25
26 EJQSTINO CONCRETE
PAD d EAILDM
RECEIVE®?
\,29
MV 0 9 2004
I ???A \ \so
COASTAL NIA14AGEMENT 32
ELIZABETH CITY I \T R1W FOR ACCESS ROAD
?Y
. & UTILITY EASEMENT
\\'33
V ,
%
1 a ?
A' ` \ \ WETLAND
' LIMIT
-t \ \\x,36
\ x,36
37
CHOWAR
RIVER
wrPT
A -
(j AND ENO OF OLD
CHOWAN RIVER BRIDGE
S POFO
4 ?+
S ?4•?0, N 05.30'00' E
0p' f 80.23'

CHOWAN
RIVER
\ N
MAP FOR
WHARF LANDING, LLC.
FIRST TOWNSHIP, CHOWAN COUNTY
NORTH CAROLINA
REFERENCE: DEED BOCK 109, PAGE 740
UAP DOOK 10, PAGE 18
8CALE I RJCH . 480 FEET FEBRUARY Pt 2001
MARK D. PRUDEN. RED. SURVEYOR L-9085
EDENTON, NORTH CAROLINA
1 CERTIFY THAT THIS PLAT IS OF A SURVEY THAT 19 AN EXCEPTION
TO THE SUSOIVISION ORDINANCE OF CHOWAN COUNTY
s?
WAFF `
CONTRACTING
MB. 10, PG, 16
W
0
1,6•%
c?
0
z Y
b
L{(lLLWl1LZ•1J [na
52
S 04.11'30• E
183.54'
Ayv Q

WAFF LP a
CONTRACTING 3 L
\ MB. 179• PG, 740
0
.O O• Y-
\
o C.i
`
N 1194
0 acres ( y
r by coor dinates L:
w
0
2t6
66• a
6
?? 560 ? m m, y
m
LEGEND: ` 14.02 acres
CENTERLINE by coordinates It se•o
0-0
o
°sc, a 4
•
f? Y`00 TO BE is
%? `?°•`°o CONVEYED TO
WHARF LANDING, LLC.
CHOWAN
co
STATT F RIVER ` s+°'
ONORTHCAROL INA • CH(JWAN COUNTY
L MARK D PRUDEN. CERTIFY TWAT THIS IMP WAS DRAWN BY ME OR
UNDER MY SUPERVISIG,J FROM AN ACTUAL SURVEY BY ME OR UNDER"
MY SUPERVISION DEED 0EEJSC.R,;PT:ON RECORDED IN DEED BOOK
AI" PAGE _ 7?y'7/ IMP 6= /O
PAGE,16_ P1ATCALWET SLIDE
THAT THE ERROR CF CLOSURE AS CALCULATED BY LATITUDES AID .
DEPARTURES IS 1 /D,, / C21
THAT THE BOLIJDl,P.IES NOT SURVEYED ARE SHOWN AS BRU5
LINES PLOTTED FROM iN:OkMAT;UN FOUND IN DEED BOOK ?
PAGE_ MAPIODK__ PAGE _PLAT CABV.IET_SLIDE
THAT THIS MAP WAS PREPARED INACCORDANCEWIITTHG:13.47aAS .
AtENDED.1v11NESS My HAND AND SEAL THIS CJ
DAY CF
. W008
Surveyor Rs?
O L
.
0
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yy
(Reduced By Copying)
SITE MAP

LEGEND: 16 RIP RAP pP~ END 0 S R
15 GLD CHOWA Gp5
~ RIVER BRIDG P~ ~FE 11
PRIMARY OUTLET WITH TRASH GUARD v"', ~ 36" CMP ORIFICE AT 3.5' a ~J Z~~~ e ~
(2 SQUARE INCH HOLE)
'~;,:~y. PERMITTED CONCRETE PLATFORM ~ 14 :.,1,:.r~,:.L,,.` ~y
_ p SITE
ENHANCED GRASS SWALE. NO / 9 ,ygRlh 'L
13 275 FEET LENGTH WITH
_ EXTENDED DRY DETEN110N TWO RIP RAP CHECK DAMS. - 18 BASIN. 0.26 ACRES. 3~ GRADE. SEEDED WITH ~16NCf rL Z 0
PARKING AREAS FESCUE. MAINTAINED PER
12 15A NCAC 2H .1008 Q
,0 U_
ti a WAFF CONTRACTING, INC. RACIING, INC. !L
- PERMANENT POOL 19 DB. 10, PG. 16 PG. 16 ~
ELEVATION 1.5' MSL. BOTTOM LINED WITH PROPOSED STORMWATER W U
EXISTING BUILDINGS CONCRETE fOR CLEANOUT. 11 GRASS SWALE (0.10 ACRES)
240 X 10
WETLAND LIMITS ON SITE SEPTIC TREATMENT = r Z ~ ° °
DELINEATED BY QUIBLE ~ ALREADY PERMITTED JUNE 2003 36 DISCHARGE PIPE C OF 45' WIDE ROW ~ ~ tn~-CCU PARCEL TO BE CONVEYED z ~a~WO3rm
INVERT AT -0.5' MSL. L FOR ACCESS ROAD & AREA OF EXCAVATION EXISTIN - w `~~z~d° EXISTING PILE SUPPORTED 1.44 AC NEW PROPERTY LINE o v; oz~oN~?°'^z
10 0.5 UTILITY EASEMENT ..--~~CONCRE -~''~CONCRETE SLAB 50 X 72 N a avid~~'N``m°
7 w wog o Vp 2~> WQZJQ oy F-aWUIaUp-
8 9 21 2~ I 6 ~3 24 g F' Q ~7pU1=~oH3a 3 35 OLD PROPERTY LINE = N~~o`"SzC'
' ---e- 2 5 2 2 3~ 33 34 36 37 ~o ~ ~a~o~~ ~ 9 -__o dJ ~ z W w o a > F -e- ~ Z
R F W DIRECTION STORM WATE LO a a ~ ~z ° a~
~o h U - vl U ~ U~ O~Q 5 - - - - 91 ^ 8" SEWER 5 Q' ~ o~~~_~r ' 0~- 8 SEWER k ~ ~a ti _ R - - fit- - p a m~o3mN3
5 - - ~ - o w°' oti ® DROP INLET TYPICAL ~ ~o o 4~' ~ _ t =o~o~ ao3
D I ~ 4.5 ti 5• R _ - ~ a ~ -
-rg _ - o _ _ a - - - - - ,FUEL IRKING _ - - b
~ o EXISTING SITE E EVATION _ - - - P i - do
_ - - ~ a R
5, ' ~ ~G.00 ~s.oo ~ - ~ - - - ~ ~ ~ ` UPLAND RETAINING WALL
' FINISHED SITE E EVATION ! ~ >1a 4.0 4 -~-5, , b ~ ~ - -h~~ 2 ~ ,
Q o LIFT STAl10N ~ ? .5 ~ 5.0 ~ - f',,•'i .1~.••~1.'I. ~ 1•' ~ O a'
3.94 INVERT ELEVATI N REL. TO MS ? Q J ~ ~ n?
I O ? ~ ~
W R MANHOL SE E I Q ro I- ,o - - r'; FUEL LINES
U co O ~ Z I - cn o ~ R 'y' V I NORMAL WATER LINE FUEL DISPENSER ~ Z
WETLANDS ~ a'Q ~ z c~ e O
I=- ~ w v 0~ AREA ° s;. , w O Q ~ 0' - ~a 0 ~ 6.5 ~ N °^e ~ SEWAGE PUMPOUT >
~ Z i~ (n J t ~tv ~ W • D` ~
~ rn ~ Q ~ _ _ ~ I ~ U W N 1 .30' -
m ~ m ~ ~ W 2.33
I ~ w ~ ~ ro WA F LANDING 6.0'e PROPOSED ~ ~ ' • ~ ~ ~ a1' ,r, ' ..,r•' "r' ..'r':%'P:'i.r• , r ' ..i.. . a ~ ~ WAFF ~ ` O :r
w f' m ~ r P 3 a 6. Q a o o, a DB. 259, G 20 O~ CLUB HOUSE J > o~, 0 25 R OM MOTEL p b ' , b •r ~ ' '
~ ~ ra ti a 150 EAT REST. ~ ti ~•0 7.5 0 ti 8,0 •5 a ~ CONTRACTING
Z ° /.SHOP// a n- 8
Q r PAD (E'1(~ST) FFIC ~
3 ~a ~ ~ EXIST O I an ~ ® a ~ ~b p,
U Oa ~10.5r a p ti~ ~ - KING q r' W PARKING PAR ® 4 ~ - - Q
r ~ r 8.5' 0 h ;75 AEC t0.5 ~ '
h~ ~ )1s1 _ '
O c I h 2 R/~ d: , r O ~ ~ y ' O 8. ' b . 8'SE a I' ~ Z
30' BUFFER a ~ 10~a : o ~ ,a ~ W r p.
o . d O r ti~ ti a, a0 h h a I ~ ~ , ~
-
END OF I ~ _ _ NORMAL WATER-LINE ~ . . c a a` ~ l~~ ~ r I h a: c
STATE a h o~ ~ 63 ' 62 ~ ROAD 0 0, a• ~ r~ Oa ~ ~ \ . 'C
0 ~ ~ tQ , r,
~ 64 61 M V a
ab t rye hae' a2 A ,r .ti W 'S
UPLAND RETAINING WALL ~ a 0
I 3° a 60 i'- UPLAND .RETAINING WALL ~~Q 65 ' , ~ , b' , F 'o • 8.0 Q w Z~:••. ti
e CONI P V R/ CONTRACTOR TO GRADE ~ a + ~ = Q
r AND END OF OLD SHAL "L 66 59 SHALLOW SWALE AROUND a Z ^a
CHOWAN RIVER BRIDGE BuILE ® 6.1 BUILDING, SWALE INVERT ~ ~ ~ J n VJ
'~'r \ Z ~ V J ~ U Z Y Q
~ 67 58 ~ ~ U 3
a a 41~ ~ Q 8.5 0, ~
~ - ~ 68 57 2 o ~ a ~ ~~.5~ ~ ~ .i ~ e,~ Y
J a! b.r ~ ~ ~ Z O °n
av ~ ' ~ 9. J ~ h 8.5 a~ Q z .5•. ~ ,I . r. ; ~ W
/ 69' S6 ti ~ J 3 . ~ ~
~ ~
70 S5 VJ h c, I / o C~ ha a 'b~-- b
I y p, ^ w "d ~ ~ x
71 54 H
Q NORMAL WATER LINE - Z ~ •,c~ ~ ~ ~ w
~ O ~ 7. HOTEL AND RESTAURANT 12,250 SF FOOTPRINT O N
~ ,w - UNIT=32 SPACES Z v A. HOTEL: 25 ROOMS 1.25 PARKING SPACES/ Q ~
ti _1 Q ~ B. RESTAURANT: 150 SEATS SEATS + EMPLOYEES (10) z W 4 ~ ~
0 ~ Q o 45 PARKING SPACES ~
~6 . - 75 93 UNITS: 2 PARKING o ~ C. CONDOMINIUMS: 13 PROPOSED, 2 EXISTING/ ~ W
77 74 SPACES BENEATH EACH UNIT v
D. BUILDING SQUARE FOOTAGE: ~ ~
73 PERMITTED PIERS AND SLIPS .8 1 4,279.65 sf 10 5,910 sf Q rl z # # Q
79 72 - - 500 sf ~ ~ #2 4,157.13 sf EXIST #4 #5 4,
80 71 3 4,000 sf-EXIST 8- 9 4,500 sf Q # # # e
6 7,500 sf 11-#15 4,500 sf ~ # # Z
#7 2,215 sf PROPOSED CLUBHOUSE AND POOL 8,467 sf w
8. CURRENT SEPTIC-CONVENTIONAL TREATMENT FOR BUILDINGS 2, 3 AND OFFICE # #
NOTES: (AREAS CALCULATED USING AUTOCADD) 9. PROPOSED SEPTIC TREATMENT FOR DEVELOPMENT IS TO CONNECT TO TOWN SEWER LINE. ` ~ ~ W ,
1', OWNER: WHARF LANDING, LLC (PAUL AND JANIE WAFF) DAILY SEWAGE FLOW:
PO BOX 237 EDENTON NC 27932 DWELLING UNIT 360 GALLONS PER 3 BDRM UNIT 144 UN11~S Ff" z
2. TOTAL PROJECT AREA WHARF LANDING : N32.95 CONTIGUOUS ACRES ( ) HOTEL 120 GALLONS PER ROOM 60 ROOMS COMMISSION N0.
UPLAND AREA AND BASIN 9.15 ACKES; PARCEL TO BE CONVEYED 1.44 ACRES; -S; RESTAURANT 40 GALLONS PER SEAT 150 SEATS rOASTA41~.,~` Po2o77
REMAINING AREA OF WHARF LANDING 22.36 ACRES. 21.91 ACRES OF WETLANDS. 0 SLIPS ~~Ir, NDS. MARINA 30 GALLONS PER SLIP 15 DESIGNED BY
BASIN AREA 2.10 ACRES. TOTAL UPLAND AREA FOR DEVELOPMENT 7.05 AC. . TOTAL DAILY SEWAGE FLOW 69,450 GALLONS OTHERS
PLUS 1.44 AC. TOTALING 8.49 AC. FOR STORMWATER CALCULATIONS PERMITTED TED 10. MARINE SEWAGE PUMPCUT 150 SLIPS X30 GALLONS/SLIP=4,500 GAL DRAWN BY
CONCRETE BOARDWALK NOT COUNTED (0.47 ACRES). THEREFORE TOTAL AREA 8.02 A( EA 8.02 AC. 11. MOORING AREAS: 150 SLIPS PERMITTED ALONG BOAT BASIN AND PIERS-80 SLIPS SHOWN wDE
3. TOTAL AREA WITHIN 75' AEC 197,795.54 SF. 12. ALL UTILITIES PROPOSED UNDERGROUND CHECKED BY
EXISTING IMPERVIOUS COVERAGE WITHIN AEC 100% 13. WETLAND LINE NOT CONFIRMED BY USACE
GRAPHIC SCALE 4. PROPOSED IMPERVIOUS COVERAGE WITHIN 75' AEC 61,568.16 (31%)-REDEVELOPMENT OPMENT 14. EXTENDED DRY DETENTION BASIN AND GRASS SWALES AS SHOWN. TOTAL STORAGE AREA 16,573 CUBIC FEET, ISSUE DATE
11 /01 /04 8.02 ACRE DRAINAGE AREA AT 55~ IMPERVIOUS COVERAGE REQUIRED STRRAGE VOLUME FOR SA WATERS 15,826
5. EXISTING PERMITTED STRUCTURES WITHIN 75' AEC 27 848.13 SF 0 60 120 180 240 ' CUBIC FEET SHEET N0.
A. BUILDINGS-7,481.43 SF
B. CONCRETE BOARDWALK-20,366.7 SF I 5. PKUPUSLU FILL AKUUNU HUIEL/KtSIAUKANI 4.5 rLLI AbUVL UNAUt_I,UMJ./J UUblu TAKUJ
OUS 16. ENTIRE SITE EXCLUDING STORMWATER RETENTION AREAS TO BE FILLED AS DEPICTED-FINISHED ELEVATIONS AS SHOWN.
6. TOTAL PROPOSED REDEVELOPMENT WITHIN AEC 89 416.29 SF 45% IMPERVIOUS -INCLUDES PAVED SURFACES; ROOFLINES ETC.. APPROXIMATELY 21,500 CUBIC YARDS OF MATERIAL REQUIRED TO ACHIEVE FINAL ENGINEERED ELEVATIONS.
17. STORMWATER TO BE DIRECTED BY CURB AND GUTTER AND DROP INLET TO TWO ENHANCED GRASS
SWALES AND THEN TO EXTENDED DRY DETENTION POND BEFORE BEING DISCHARGED INTO WETLANDS.
RETENTION AREA. STORMWATER WILL EVENTUALLY BE DISCHARGED IN TO WETLANDS.
18. UPLAND RETAINING WALL -2,335 FEET TO BE INSTALLED AROUND LANDWARD SIDE 2, BUFFER
DRAWING FILE: 02077 OF CONCRETE BOARDWALK TO RETAIN FILL NECESSARY FOR STORMWATER CONTROL ON SITE. OF SHEETS
PLOT SCALE: 1 =100"; MAP SCALE 1"=60-
W`d 6ti h0 6 ~OI~IZ ~ - l 30`dd l ~300W lhWdU - M -