20060734 Ver 1_401 Application_20060428

~ AVOLIS ENGINEERING, P.A.
-~~ P.O. Box 15564 New Bern, North Carolina 28561 [phone]
;-,
April 24, 2006
Ms. Cyndi Karoly
NCDENR
Division of Water Quality
401/Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
RE: Pointe Marina Condominiums
NCSR 1327, Old Lupton Road, Pamlico County, North Carolina
AE Project No. 06015
Dear Cyndi:
Enclosed please find the following for the above-referenced project:
• PCN Application (Seven Copies)
• Project Drawings (Seven Copies of C1A, C1B, C2, C3)
• $200 Application Fee
We appreciate your assistance with this project. Should you have any questions or need any
additional information or assistance, please do not hesitate to call.
Sincerely,
,vin Avolis, P.E.
ice-President
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Office Use Only: Form Version May 2002
2 ~` ~ C~ 7 3 4
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
L Processing
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1. Check all of the approval(s) requested for this project:
^X Section 404 Permit ~ Riparian or Watershed Buffer Rules
Section 10 Permit ^ Isolated Wetland Permit from DWQ
Q 441 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested:
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ^
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ^
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4}, and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ~; ~~
II. Applicant Information ~ `' ~~
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,. ,
1. Owner/Applicant Information
Name: Pamlico Consort, LLC Joseph C, Avols and J. Kev~:ra, Aeolis
Mailing Address: P.O. Box 181 P,O. Box ~~~64 '
Oriental, NC 28571 New Bern, NC 28561
[phone] Office
(252 6 - Fax
Telephone Number: [phone] ~ Fax Number:
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Kevin Aeolis, P.E.
Company Affiliation:! Aeolis Engineerin P,A.
Mailing Address: P.O. Box 15564
New Bern, NC 28561
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: [e-mail]
Page 5 of 5

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III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
Name of project:
Pointe Marina Condominiums
2. T.I.P. Project Number or State Project Number (NCDOT Only)
N/A
3. Property Identification Number (Tai PIN}: K-071-21 & K-071-23
4. Location
County: Pamlico Nearest Town: Whortonsville
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.):
Take NCSR 1325 to NCSR 132?. Project is 1,500 feet south at end of
NCSR 1327 (Old Lupton Road).
Site coordinates, if available (UTM or Lat/Long): N 35.09325° W 76.63247°
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres)
2.86 Acres
7. Nearest body of water (stream/river/sound/ocean/lake): Broad Creek/Brown Creek/Coffee Cree
8. River Basin: Neuse
(Note -this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and Qeneral land use in the vicinity of the project
at the time of this application: Site is developed with 1 residence, existinct
marina, dock house, traffic area, piers and bulkheading.
Pa~~e 6 of 6

10. Describe the overall project in detail, including the type of equipment to be used:
See attached narrative.
11. Explain the purpose of the proposed work:
Fill existing manmade basin.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
No prior permits issued. Field verification of delineation completed
on April 11, 2006 by Tracey Wheeler.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
None anticipated.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts:
Fill 4,096 SF inland manmade basin.
Page 7 of 7

2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and fl~~dinu
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
( es/no) Distance to
Nearest
Stream
(linear feet) Area of
Impact
(acres)
None - See N ~

Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property
0.3 Acres
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. Tn calculate arrPaaP mnltinly 1Pnoth X ~a~i~lth then rtivirta by d2 SF, (1
Stream Impact
Number
(indicate on ma)
Stream Name
Type of Impact Perennial or
Intermittent? Average
Stream Width
Before Im act Impact
Length
(linear feet) Area of
Impact
(acres)
None

Total Stream Impact (by length and acreage)
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
ftll, excavation. dred~in~. floodin~_ drainage hulkheadc etc
Open Water Impact

Site Number
(indicate on ma)
Name of Waterbody
(if applicable)

Type of Impact Type of Waterbody

(lake, pond, estuary, sound, bay,
ocean, etc.) Area of

Impact
(acres)
Browns Creek Fill Estuary/Inland Basin 0.09

Total Open Water Impact (acres)
Page 8 of 8

6. List the cumulative impact to all Waters of the i I C rec„lr;no from rhP r,rniPrt•
Stream Im act (acres): 0
Wetland Im act (acres): 0
O en Water Im act (acres): 0.09
Total Im act to Waters of the U.S. (acres) 0.09
Total Stream Impact (linear feet): 0
7. Isolated Waters
Do any isolated waters exist on the property? ^ Yes x^ No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ^ uplands ^ stream ^ wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Current land use in the vicinity of the pond:
Size of watershed draining to pond: N/A Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Desire to fill basin to create upland areas to accomodate proposed condominium
development. Existing buffers and setbacks are restrictive and preventing
placement of proposed structures.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Page 9 of 9

USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/stnnaide html.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
None
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.ushvrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): None
Amount of buffer mitigation requested (square feet): None
Amount of Riparian wetland mitigation requested (acres): None
Amount ofNon-riparian wetland mitigation requested (acres): None
Amount of Coastal wetland mitigation requested (acres): None
Page ] 0 of 10

IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ^ No
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ^ No ^ N/A
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ^ No ^ N/A
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify Neuse )? Yes ~ No ^
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impact .Multiplier Required
(s uare feet) Mitieation
I 1 , 033 3 (2 for Catawba)
2 733 1.5
Total I 1 , 766
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
*Note : E~zffer itrpacts are fcr ~ctirn ~ naa clt~ot~e facility rn exist_ing its slab.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration /Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260.
Page 1 1 of 1 I

XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
Stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level.
Proposed impervious acreage is 38,742 SF or 31.04 of site area. Infiltration
basins to comply with Coastal Stormwater Rules will be installed on the site.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
All sewage disposal is to a permitted offsite sewage disposal system
(septic system)
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ^ No x^
Is this an after-the-fact permit application? Yes ^ No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ^ No 0
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
~~_
John Sheppard, Member/Manager ~ 2 ~ O(o
plicant gent's Signature Date
( e si nature is valid only if an authorization letter from the applicant is provided.)
~ J. Kevin Aeolis ~ 2J ~~' Date
Page 12 of 12
`~, ~ ~ " '~~~--- Joseph C. Aeolis ~~ 2-~ lL-r Date
~~. ~ '

PROPOSED POINTE MARINA CONDOMINIUMS
OLD LUPTON ROAD, NCSR 1326,
PAMLICO COUNTY, NORTH CAROLINA
Project Description
This project consists of the development of a twelve unit condominium complex on 2.86 acres of
land located at the end of Old Lupton Road, NCSR 1326 in Pamlico County, North Carolina.
The property is the location of the currently operating Pointe Marina.
The subject property is currently developed with asingle-family residential dwelling, asphalt
parking areas, and a marina office/dockhouse. The existing marina consists of wooden dock
structures. The existing docking system is not proposed to be altered under this project.
Previous CAMA Major Permit Applications have been submitted and approved associated with
bulkhead replacement and marina renovations. (CAMA Permits Attached) The project permit
packages are associated with upland development that will occur on the property to construct the
condominium units.
It is proposed that twelve residential condominium units be constructed on the 2.86 acre parcel.
Paved access drives and parking areas will be extended into the project off of Old Lupton Road.
The existing marina dockhouse will be demolished and a new dockhouse will be constructed on
an existing concrete slab as shown on the project plans. As small manmade basin located on
land to be owned by Pamlico Consort, LLC and Mr. Joseph C. Avolis and Mr. John Kevin
Avolis will be filled to accommodate the proposed development.
The proposed condominium development will be served by public water service provided by
Pamlico County. Individual septic tank systems will be constructed to serve the proposed
development. The sewage disposal areas are located remotely from the subject property near the
corner of Old Lupton Road and Whortsonsville Road, approximately 1,800 feet northeast of the
subject property. Sewage effluent will be pumped from the subject property to these off-site
disposal areas. Permits have been issued for these remote disposal facilities by the Pamlico
County Health Department.
The following permits are being secured associated with the upland development portion of the
proposed project:
1. CAMA Major Permit
2. Coastal Stormwater Permit
3. Erosion and Sedimentation Control Permit
4. Public Water Permit
5. On-Site Wastewater Permit

6. NCDOT Driveway Permit
NCDOT Encroachment Agreement
Preconstruction Notification (PCN)
9. 401 Water Quality Certification
10. Neuse Riparian Buffer Variance
All permitting efforts associated with the renovations of the existing marina facilities are being
completed independently of the permit packages for the upland development.
Find below a general description of the proposed development as it relates to each of these
permits.
A. CAMA Major Permit
A CAMA Major permit is being sought in order to properly execute this project. LAMA
Areas of Environmental Concern (AEC) exist on the property. The limits of the 75 foot
AEC are delineated on the project plans. Limited development is proposed to occur
within these CAMA AEC areas as a part of the proposed upland development. The
proposed disturbance within the LAMA AEC area as part of the upland development
includes the installation of limited impermeable surfaces within the CAMA AEC area
and the light filling and grading in the AEC areas to establish finish grades.
Additionally, a small man made basin will be filled as delineated on the project plans.
The basin areas to be filled covers a total of 4,096 SF. A total of 45 linear feet of
bulkheadina will be installed to retain the till in the mouth of the manmade basin to be
tilled.
The total 75 foot CAMA AEC area on the subject property is 62,623 SF, 1.44 acres. It is
proposed that a total of 4,832 square feet of impermeable surfaces be created within the
75 foot CAMA AEC. A total of 7.71 % of the 75 foot CAMA AEC will be covered with
impermeable surfaces upon the completion of the proposed upland development. The
total area to be disturbed by the proposed development in the CAMA AEC is
approximately 23,500 square feet.
A 90 linear feet section of vinyl bulkheading is proposed to be placed in the section of
shoreline in the area the existing dockhouse to be demolished.
A six foot wide walkway is proposed to be constructed along the existing slip on Coffee
Creek.
Otherwise, no other land disturbing activities or construction are proposed to occur
within the CAMA AEC.

B. Coastal Stormwater Permit
The subject property is located adjacent to Broad Creek, Browns Creek and Coffee
Creek. Each of these creeks has a surface water classification of SA, HQW, NSW.
Stormwater runoff from the project will discharge to these surface waters. Since the
receiving surface waters are classified SA, an infiltration type system is required to
comply with the Coastal Stormwater Regulations.
The subject property covers a total area of 2.86 acres of land. It is proposed that a total
of 0.89 acres of impermeable surfaces be created associated with upland development for
the project. The overall built-upon density of the project is 31.0% necessitating a High
Density Stormwater permit. Since the receiving waters for this project are classified SA,
an infiltration type system is required.
All Stormwater runoff from the 1'/z-inch storm will be routed to one of two infiltration
basins designed for the project. Excess runoff from upland development will bypass
above the 1'/z-inch design volume will bypass the infiltration systems and will discharge
to a vegetated Swale along Old Lupton Road and ultimately to the marsh areas adjacent to
Broad Creek.
A total of (2) drainage basins are located on the subject property. One infiltration basin
is proposed for each of these drainage basins. A discussion of the development in each
drainage basin follows:
Drainage Basin No. 1 covers a total area of 77,578 square feet. It is proposed that a total
of 27,843 square feet of impermeable surfaces be created within this drainage basin. The
final built-upon percentage for this drainage basin is 35.9%. Considering the
impermeable and permeable surfaces within this drainage basin, the 1'/2-inch design
storm volume was calculated to be 4,376 cubic feet.
All runoff from Drainage Basin No. 1 discharges from the impermeable surfaces towards
the entrance road. The entrance road will be constructed with an inverted crown and all
runoff will discharge to Infiltration Basin No. l via one drop inlet. A weir structure is
being provided in this drop inlet to divert all excess storm volume above the 1'/~-inch
storm volume to the vegetated Swale located along the western side of Old Lupton Road.
Bypass stormwater runoff will flow through a total of approximately 90 linear feet of
vegetated Swale prior to entering a depressed basin area adjacent to the adjacent wetland
area. Runoff at this location will accumulate and will cap the back slope of the depressed
area creating non-erosive flow prior to entering the 50 foot Neuse Riparian Buffer area.
At this point the discharge will flow across the vegetated 50 foot Neuse Riparian Buffer
prior to entering the marsh area adjacent to Broad Creek.
Infiltration Basin No. 1 is proposed to be constructed to contain a maximum design depth
of 1.2 feet. The bottom of the infiltration basin will occur at elevation 3.8 or
approximately'/2 feet above the existing grade in this area. The total calculated capacity
of Infiltration Basin No. 1 is 4,711 cubic feet, which is greater than the 4,376 cubic foot
design storm volume.

Drainage Basin No. 2 is located on the eastern side of Old Lupton Road. This drainage
basin covers a total area of 47,216 square feet. It is proposed that a total of 10,979 square
feet of impermeable surfaces be created within this drainage basin. The built-upon
percentage for this drainage basin is 23.3%. Considering the impermeable and permeable
surfaces within this drainage basin, a 1'/z-inch design storm volume was calculated to be
2,141 cubic feet. The runoff from the newly created impermeable surfaces within this
drainage basin will be diverted to Infiltration Basin No. 2. All runoff will occur to a drop
inlet which will be constructed with an overflow weir to divert excess volume above the
1'/2-inch design storm volume to the vegetated swales along Old Lupton Road. The
bypass stormwater at this location will accumulate with the bypass stormwater from
Infiltration Basin No. 1 and will ultimately discharge in the same fashion as that
occurring from Infiltration Basin No. 1.
Infiltration Basin No. 2 will be constructed to a maximum depth of 1.0 feet. The
calculated volume of Infiltration Basin No. 2 is 2,211 cubic feet. The capacity of this
basin exceeds the 1'/2-inch design storm volume of 2,141 cubic feet.
A soils investigation was completed on the subject property as a part of the initial design
efforts. A series of hand augers were advanced on the subject property in the vicinity of
the proposed infiltration basins. The soil profile encountered at each auger location can
be described as follows:
DEPTH DESCRIPTION
0" - 4" Topsoil
4" - 8" Medium Brown Sandy Loam
8" - 18" Light Brown Medium Sand
18" - 28" Orange Sandy Clay with Tan Mottles
28" - 34" Grey Silty Sand
34" - 36" Medium Brown Silty Fine Sand
The augers advanced in the area of Infiltration Basin No. 1 revealed soil wetness
indicators at depths of approximately 18 inches below the surface. Groundwater was
present at a depth of 28 inches at this location. Considering the elevations in this area of
the site, soil wetness conditions were found to occur at an elevation of 1.7 feet.
Groundwater was found to occur at an elevation of 0.87 feet. The bottom of Infiltration
Basin No. 1 is proposed to occur at an elevation of 3.8 feet. A minimum of two feet of
vertical separation between the bottom of the basin and the seasonal high water table is
proposed.

Hand augers advanced in the area of Infiltration Basin No. 2 revealed soil wetness
indicators at a depth of approximately 28 inches below the surface with groundwater
occurring at a depth of approximately 35 inches below the surface. Considering the
elevations in this area of the site, wetness conditions were found to occur at an elevation
of 1.47 feet and groundwater was found to occur at an elevation of 0.88 feet. The bottom
of Infiltration Basin No. 2 will occur at an elevation of 4.0 feet, or approximately 2.5 feet
above the seasonal high water table in this area.
Considering the sandy characteristics of the soils present on the subject property, a
design permeability rate of 2.0 inches per hour was selected as the design permeability
rate for the project. Considering this rate, infiltration of the 1'/z-inch design storm will
occur within a time period of approximately 6 to 8 hours of a storm event.
C. Erosion and Sedimentation Control Permit
An Erosion and Sedimentation Control permit will be needed to properly execute the
project since in excess of one acre of land will be disturbed. It is proposed that all upland
areas of the subject property other than areas within the Zone 1 50 foot Neuse Riparian
Buffer area and portions of the Zone 2 area be disturbed to execute the project.
Additionally, it is proposed that the small inland basin present on the northwestern side
of the subject property be filled. These are the only activities that will occur below the
normal water level on the subject property.
In addition to the onsite activities, land disturbing activities will occur along the right-of-
way area of Old Lupton Road and within the proposed remote sewage disposal area
located 1,800 feet northeast of the subject property along Florence Road. The areas of
disturbance are presented on the project plans. The total proposed disturbed area for this
project is 5.56 acres. A permit fee in the amount of $300 is included with the permit
application.
Erosion and Sedimentation Control devices will be utilized on the subject property to
protect the abutting surface waters and surrounding properties. Permanent vegetation
will be established on the site in order to stabilize the finish surfaces.
D. Pubic Water Supply Permit
A Public Water Supply permit will be sought to properly execute the project. An existing
6-inch water main is located adjacent to the property along Old Lupton Road.
Connections will be made to this water main. It is proposed that 6-inch water mains be
extended into the project area in order to provide individual water services for each of the
twelve condominium units and to replace the existing public water service to the marina
faci 1 ity.
The existing water distribution system in this area is owned by Pamlico County. Project
plans and specifications for the water distribution system will be submitted to the State of
North Carolina through Pamlico County for approval.

E. On-Site Wastewater Permit
Sewage disposal for the project will occur to remote sewage disposal areas located
approximately 1,800 feet northeast of the subject property along Florence Road. The
Pamlico County Health Department has issued onsite septic permits for four 6-bedroom
septic systems. A copy of the applicable permits are attached. It is proposed that a septic
tank and pump basin be constructed adjacent to each cluster of three residential units. All
sewage will flow to the septic tanks. Effluent will discharge from the septic tanks to
individual pump tanks, where the effluent will be pumped to the remote drain field areas.
F. NCDOT Driveway Permit
An NCDOT Driveway permit will be secured for the project to make drive connections
to Old Lupton Road.
G. NCDOT Encroachment Agreement
An NCDOT Encroachment Agreement will be secured for the project in order to install
the utility improvements presented on the project plans along Old Lupton Road.
H. Preconstruction Notification (PCN)
A PCN application form will be submitted to the U.S. Army Corps of Engineers to secure
approval to fill the small manmade basin depicted on the project plans. The same
application will be submitted to the North Carolina Division of Water Quality in order to
secure a 401 Water Quality Certification to fill the inland basin. Additionally, a Neuse
Riparian Buffer Variance will be sought with this same permit to construct a new marina
club house on the existing concrete slab located partially in Zone 1 and Zone 2 of the
Neuse Buffer.

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Pre-Construction Notification (PCN) Application Form
For Section 404 and/or Section 10 Nationwide, Regional and General Permits, Section 401
General Water Quality Certifications, and Riparian Buffer and Watershed Buffer Rules
This form is to be used for projects qualifying for any of the U.S. Army Corps of Engineers' (USAGE)
Nationwide, Regional or General Permits as required by Section 404 of the Clean Water Act and/or
Section 10 of the Rivers and Harbors Act, and for the North Carolina Division of Water Quality's
(DWQ) associated General 401 Water Quality Certifications. This form is also to be used for any
project requiring approval under any Riparian Buffer Rules implemented by the N.C. Division of Water
Quality. This form should not be used if you are requesting an Individual 404 Permit or Individual 401
Water Quality Certification. The USAGE Individual Permit application form is available online at
www.saw.usace.armv.mil/wetlands/Permits.html.
The USAGE is the lead regulatory agency. To review the requirements for the use of Nationwide,
Regional or General permits, and to determine which permit applies to your project, please go to the
USAGE website at www.saw.usace.army.mil/wetlands/index.html, or contact one of the field offices
listed on page 3 of this application. The website also lists the responsible project manager for each
county in North Carolina and provides additional information regarding the identification and regulation
of wetlands and waters of the U.S.
The DWQ issues a corresponding Certification (General or Individual), and cannot tell the applicant
which 401 Certification will apply until the 404 Permit type has been determined by the USAGE.
Applicants are encouraged to visit DWQ's 401/Wetlands Unit website at
http://h2o.enr.state.nc.us/ncwetlands to read about current requirements for the 401 Water Quality
Certification Program and to determine whether or not Riparian Buffer Rules are applicable. The
applicant is also advised to read the full text of the General Certification (GC) matching the specific 404
Permit requested. In some cases, written approval for General Certifications is not required, provided
that the applicant adheres to all conditions of the GC. Applicants lacking access to the Internet should
contact DWQ's Central Office in Raleigh at [phone].
Trout Waters Coordination - Special coordination with the North Carolina Wildlife Resources
Commission (NCWRC) is required for projects occurring in any of North Carolina's twenty-five
counties that contain trout waters. In such cases, the applicant should contact the appropriate NCWRC
regional coordinator (listed by county on page 4 of this application) prior to submittal of the application.
Page ] of I

Coastal Area Management Act (CAMA) Coordination - If the project occurs in any of North Carolina's
twenty coastal counties (listed on page 4) the applicant should contact the North Carolina Division of
Coastal Management (DCM). DCM will determine whether or not the project is within a designated
Area of Environmental Concern, in which case DCM will act as the lead permitting agency. In such
cases, DCM will require a CAMA Permit and will coordinate the 404/401 Permits.
The applicant may also choose to coordinate with the United States Fish and Wildlife Service to ensure
that the proposed project will have no impact upon any endangered or threatened species or critical
habitat as regulated by the Endangered Species Act, and the State Historic Preservation Office, North
Carolina Department of Cultural Resources to ensure that the proposed project will have no impact upon
any properties listed or eligible for listing on the National Register of Historic Places. Compliance with
these regulations is required to be eligible for any Department of the Army permit. The addresses for
both agencies are listed on page 3 of this application.
USACE Permits -Submit one copy of this form, along with supporting narratives, maps, data forms,
photos, etc. to the applicable USACE Regulatory Field Office. Upon receipt of an application, the
USACE will determine if the application is complete as soon as possible, not to exceed 30 days. This
PCN form is designed for the convenience of the applicant to address information needs for all USACE
Nationwide, Regional or General permits, as well as information required for State authorizations,
certifications, and coordination. Fully providing the information requested on this form will result in a
complete application for any of the USACE Nationwide, Regional or General permits. To review the
minimum amount of information that must be provided for a complete PCN for each USACE
Nationwide permit, see Condition 13, 67 Fed. Reg. 2090 (Jan. 15, 2002), available at
http://wwvv.usace.army.mil/inet/functions/cw/cecwo/rep/200~mvps pdf. Processing times vary by
permit and begin once the application has been determined to be complete. Please contact the
appropriate regulatory field office for specific answers to permit processing periods.
401 Water Quality Certification or Buffer Rules -All information is required unless otherwise stated
as optional. Incomplete applications will be returned. Submit seven collated copies of all USACE
Permit materials to the Division of Water Quality, 401/Wetlands Unit, 1650 Mail Service Center,
Raleigh, NC, 27699-1650. If written approval is required or specifically requested fora 401
Certification, then anon-refundable application fee is required. In brief, if project impacts include less
than one acre of cumulative wetland/water impacts and less than 150 feet cumulative impacts to
streams, then a fee of $200 is required. If either of these thresholds is exceeded, then a fee of $475 is
required. A check made out to the North Carolina Division of Water Quality, with the specific name of
the project or applicant identified, should be stapled to the front of the application package. For more
information, see the DWQ website at http://h2o.ehnr.state.nc.us/ncwetlands/fees.html. The fee must be
attached with the application unless the applicant is a federal agency in which case the check may be
issued from a separate office. In such cases, the project must be identifiable on the U.S. Treasury check
so that it can be credited to the appropriate project. If written approval is sought solely for Buffer Rules,
the application fee does not apply, and the applicant should clearly state (in a cover letter) that only
Buffer Rule approval is sought in writing. Wetlands or waters of the U.S. may not be impacted prior to
issuance or waiver of a Section 401 Water Quality Certification. Upon receipt of a complete application
fora 401 Certification, the Division of Water Quality has 60 days to prepare a written response to the
applicant. This may include a 401 Certification, an on-hold letter pending receipt of additional
requested information, or denial.
Page 2 of 2

US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Caldwell Haywood McDowell Swain
US Army Corps of Engineers Alleghany Catawba Henderson Mecklenburg Transylvania
151 Patton Avenue Ashe Cherokee Iredell Mitchell Union
Room 208 Avery Clay Jackson Polk Watauga
Asheville, NC 28801-5006 Buncombe Cleveland Lincoln Rowan Yancey
Telephone: [phone] Burke Gaston Macon Rutherford
Fax: [phone] Cabarrus Graham Madison Stanley
Raleigh Regulatory Field Office Alamance Franklin Nash Surry
US Army Corps Of Engineers Caswell Forsyth Northampton Vance
6508 Falls of the Neuse Road Chatham Granville Orange Wake
Suite 120 Davidson Guilford Person Warren
Raleigh, NC 27615 Davie Halifax Randolph Wilkes
Telephone: [phone] Durham Johnston Rockingham Wilson
Fax: [phone] Edgecombe Lee Stokes Yadkin
Washington Regulatory Field Office Beaufort Currituck Jones Pitt
US Army Corps Of Engineers Bertie Dare Lenoir Tyrrell
Post Office Box 1000 Camden Gates Martin Washington
y
Washington, NC 27889-1000 Carteret* Green Pamlico Wayne
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans *Croatan National Forest Only
Wilmington Regulatory Field Office Anson Duplin Onslo~v
US Army Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] I Columbus Moore Sampson
Fax: [phone] Cumberland New Hanover Scotland
North Carolina State Agencies
Division of Water Quality Division of Water Quality
401 Wetlands Unit Ecosystem Enhancement Program
1650 Mail Service Center 1652 Mail Service Center
Raleigh, NC 27699-1650 Raleigh, NC 27699-1652
Telephone: [phone] Telephone: (919) 7 ] 5-0476
Fax: [phone] Fax: [phone]
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 27699-4617
Telephone: [phone]
Fax: [phone]
US Fish and Wildlife Service /National Marine Fisheries Service
US Fish and Wildlife Service US Fish and Wildlife Service National Marine Fisheries Service
Raleigh Field Office Asheville Field Office Habitat Conservation Division
Post Office Box 33726 160 Zillicoa Street Pivers Island
Raleigh, NC 27636-3726 Asheville, NC 28801 Beaufort, NC 28516
Telephone: [phone] Telephone: [phone] Telephone: [phone]
Page 3 of 3

CAMA and NC Coastal Counties
Division of Coastal Management Beaufort Chowan Hertford Pasquotank
1638 Mail Service Center Bertie Craven Hyde Pender
Raleigh, NC 27699-1638 Brunswick Cunituck New Hanover Perquimans
Telephone: [phone] Camden Dare Onslow Tyrrell
Fax: [phone] Carteret Gates Pamlico Washington
NCWRC and NC Trout Counties
Western Piedmont Region Coordinator
3855 Idlewild Road
Kernersville, NC 27284-9180
Telephone: [phone]
Mountain Region Coordinator
20830 Great Smoky Mtn. Expressway
Waynesville, NC 28786
Telephone: [phone]
Fax: [phone]
Alleghany Caldwell
Ashe Mitchell
Avery Stokes
Burke Surry
Buncombe Henderson
Cherokee Jackson
Clay Macon
Graham Madison
Haywood McDowell
Watauga
Wilkes
Polk
Rutherford
Swain
Transylvania
Yancey
APPLICATION FORM BEGINS ON PAGE 5. PLEASE DO NOT SUBMIT PAGES 1 - 4.
Page 4 of 4

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