20060734 Ver 2_CAMA Application_20070102

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NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, DlreCtor _ William G. Ross Jr., Secretary
December 29, 2006
MEMORANDUM: ~ D ~ ~ ~ ~ 1:~ ~i D
TO: Ms. Cyndi Karoly JAN. 2 2007
.Environmental Biological Supervisor
Division of Water Quality M~f1UWD3At~STrEORMWRr RI~tAN(.H
FROM: Doug Huggett
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Pamlico Consort LLC
Project Location: Pamlico, at the terminus of SR 1326 (Old Lupton Rd), adjacent to Broad,
Browns, and Coffee Creeks near Whortonsville. Presently known as Pointe
Marina.
Proposed Project: Proposes to construct 12 condominium units including associated
infrastructure, replace the existing. dock house, bulkhead and backfill an
existing manmade boat basin on the property.
Please indicate below your agency's position or viewpoint on the proposed prof ect and return this form by
January 18, 2007. If you have any questions regarding the proposed project, please contact Stephen Lane
at [phone]. When appropriate, in-depth comments with supporting data are requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
SIGNED DATE
400 Commerce Avenue, orehead I y, o aro Ina
Phone: [phone] FAX: [phone] \ Internet: www.nccoastaimanagement.net
An Equal Opportunity 1 Affirmative Action Employer - 50% Recycled 110% Post Consumer Paper

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Development Type
FEE
14300 1601 43 7QQ0931 25 3 °
2430U 1602 4351 0095 2341
i. Private, non-commercial ,
development that does not involve $250 100% ($250) 0% ($0)
the filling or excavation of any
wetlands or open water areas:

11. Public or commercal development °7
that does not involve the filling or $400 , .100'/° •($400) 0% ($0)
excavation of any wetlands or open
water areas:
III. For development•that involves the •
filling and/or excavation of up to 1
.acre of wetlands and/or open water
areas,. determine if A, 8, C, or D
below applies:
III(A). For Private, non-commercial
development, If General water Quality $250 100% ($250) 0% ($0)
Certification No.3301 (see attached)
pn be applied: ,
111(8): For public or commercial
development, if General water Quality $4t)0 100% ($400) 0% ($0)
:Certification No.3301 (see attached) •
qn be applied: o •
III(C). If General Water Quality
Certification No. 3301 (see attached)
could be applied, but DCM staff
determined that additional review and $400. 60% ($240) 40% ($160)
written OWr1 concurtence is needed
because of concerns related to water
quality or aquatic life:
ill(D). If General Water Quality
Certification No. 3301 (see attached) $400 60% ($240) 40% ($160)
can not be applied:
IV. For development that involves
the filling and/or excavation of more $475 60% ($285) 40% ($190)
than one acre of wetlands and/or
open water areas:

k~

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Pamlico Consort, LLC
2. LOCATION OF PROJECT SITE: The project is located at the terminus of SR1326 (Old~Lupton Road)
and is adjacent to Broad, Brown, and Coffee Creeks near Whortonsville, Pamlico County. The property is
presently known as Pointe Marina.
Photo Index - 2006: 80-8260(Indexed by L-N, 15-16) 2000: 80-950(Indexed by L-N,15-16)
State Plane Coordinates -X:2708965 Y:497513 Rover# M082413B
Latitude: 35°05'38" Longitude: 76°37'47"
3. INVESTIGATION TYPE: CAMA acid Dredge and Fill
4. INVESTIGATIVE PROCEDURE:. Date of Site Visits -July 25, 2006. and August 24, 2006.
Was Applicant Present -Yes, No
5. PROCESSING PROCEDURE: Application Received Complete: November 29, 2006
Office -Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan -Pamlico County
Land Classification From LUP -Rural with services/Conservation
(B) AEC(s) Involved: ES, EW; PTA
(C) Water Dependent: Yes
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing - On-site septic systems.
Planned -Additional on-site septic systems.
(F) Type of Structures: Existing - 46-slip commercial marina, marina dock house, bulkhead, boat
. basin, boat ramp, shed, and asingle-family residence
Planned -Bulkhead, 12 condominium units and associated infrastructure,
dock house
(G) Estimated Annual Rate of Erosion: None
Source -Applicant
7. HABITAT DESCRIPTION:
[AREA]
(A) Shallow Water Bottom
4,095 s.f. for
bulkhead
s.r.
(D) Total Area Disturbed: 208,659 s.f.
(E) Primary Nursery Area: Yes
(F) Water Classification: SA; HQW, NSW Open: No
8. PROJECT SUMMARY: The applicant proposes to construct 12 condominium units including associated
infrastructure, replace the existing dock house with a new dock house, and bulkhead and backfill an
existing manmade boat basin on the property.

FIELD INVESTIGATION REPORT:
PAMLICO CONSORT, LLC
PAGE #2
9. NARRATIVE DESCRIPTION:
Project Setting
The project site is located at the terminus of SR1326 at 256 Old Lupton Road in the
. community of Whortonsville, Pamlico County. The property is located at the confluence of
Broad, Brown, and Coffee Creeks. The project site is a 2.86 acre parcel with an elevation of
approximately 3.5' - 4.0' above NWL. A few scattered pine and live oak trees populate the site
while the majority of the site is vegetated, with. sod. The tract has 1023 linear feet of shoreline
with several fringe areas containing cord grass, black needlerush, and salt reed grass along the
.west and south side of the. property.
The east side of the property borders Coffee Creek and has been stabilized with. a vinyl
bulkhead. ~ A boat ramp and 10 boat slips have been constructed adjacent to the bulkhead. On the
south side of the property, a dock house projects out over the water and leads to a 36-boat slip
dock which projects out into Broad Creek. The existing docks with a combined total of 46 slips
form Pointe Marina. Approximately twenty-two unmarked parking spaces for the marina patrons
are provided in an asphalt parking lot located between the two sets of docks. The southern
shoreline is protected with a partial wood/partial vinyl bulkhead with the exception of a 100'
long section of wetlands located on the west side of the dockhouse. The northwestern portion of
the property is stabilized with a wooden bulkhead and terminates in a 39' wide x 105' long man
made basin that is accessed by a small boat ramp leading into the basin. An unoccupied single-
family dwelling is located on the western portion of the tract approximately 65' landward of the
NWL. Currently 9°Io of the area within the Estuarine Shoreline AEC and 13% of the entire lot is
covered with driveways and structures.
The neighboring lot to the north of the project site has asingle-family dwelling but currently
does not have ~a dock. The neighboring lot to the south also has asingle-family dwelling, on it
and does not have a dock.. The majority of the surrounding properties in the community are
developed with single-family dwellings. The Pamlico County Land Use Plan categorizes the
area of the project as Rural with Services, with all AEC's classified as Conservation.
The waters of Broad, Brown, and Coffee Creeks in the vicinity of the project are classified as
SA High Quality Waters and Nutrient Sensitive Waters by the EMC. Brown and Coffee Creeks
are classified by the Division of Marine Fisheries as a primary nursery area, but are closed to
shellfish harvesting by the Shellfish Sanitation Section of the Division of Environmental Health.
The waters in the project area are in the range of -3' to -6' below NLW. The bottom consists
of fine to course sand. No submerged aquatic vegetation was observed during the site visits,
however, it has been observed at other sites on Brown and Coffee Creeks.
Project Proposal
The applicant proposes to remove from the property the existing shed and single-family dwelling
and construct twelve condominium units. The condominiums are to be constructed in four groups of
three units. Each unit is to be 28' wide by 55' long and 47' in height with three floors. The first floor
elevation will be at +6' NGVD and will be used for storage space. The second floor will be at +16'
NGVD and will be the lowest floor with living space. The units will be placed a minimum of 54'
landward of the normal water level. An 18' x 125' paved driveway off the west side of SR1326 is
proposed to provide access to condominium units 1 thru 9. Six irregular shaped parking areas with a

FIELD INVESTIGATION REPORT:
PAMLICO CONSORT, LLC
PAGE #3
total of approximately 6,765 square feet of parking surface are to branch off the driveway to
provide parking areas for units 1 thru 9. A 17' x 80' paved driveway.would extend to the east from
the terminus of SR1326 to provide access to units 10 thru 12. Parking for units 10-12 would be
located in three paved parking areas with a total of approximately 960 square feet of parking surface.
Nine additional parking spaces are proposed on the east side of the property adjacent to the boat
ramp. The nine spaces would be a reinforced turf parking area 1$' wide x 80' long. ~ To provide
pedestrian access to~ the docks from the condominiums and parking areas, a 6' wide x 525' •Iong
wooden walkway is proposed to extend to the water and along the bulkhead between the two sets of
docks.
• Six septic mounds have been constructed on a 215' x 398' offsite parcel on the south side of
SR1327 approximately 500' east of its intersection with SR1326. The associated septic tanks are to
be installed adjacent to the proposed condominium structures. A 2" PVC force main will be
constructed to connect the components. The sewer force main will be installed along the right-of-
ways of SR1326 and SR1327 and will cross under the culvert where Coffee Creek flows under the
road.
A 6" water main from the Pamlico County Public Water System extends to within 40' of the
applicant's property and is located on the east side of SR1326. The applicant proposes to construct a
6" PVC water main extension of the county's line for 25 linear feet under the road by directional
bore. The line would then continue to the west for 257 linear feet towards condominium unit 3. A
second 6"PVC water main would extend from the first line and parallel the west side of SR 1326 for
approximately 1621inear feet towards condominium unit 10.
The applicant requests to demolish the existing dock house that currently extends waterward of
the NWL and replace it with a new dock house. The new dock house would be constructed within
the footprint of an existing concrete slab attached to the current dock house and would allow the
structure to be located landward of its present position. The dock house as proposed would be 27'
wide x 63' long and would have a first floor elevation of +8.0' NGVD.
The project would require the 39' wide x 105' Iong man made boat basin on the west side of the
property be backfilled and stabilized so that the condominiums may meet the required setbacks of the
Neuse River Basin Riparian Buffer rules. This would involve the installation of 45 linear feet of
wooden bulkhead across the mouth of the basin that would tie into the existing wooden bulkheads on
the outside of the basin. The existing bulkhead around the inside of the basin and the existing boat
ramp at the head of the basin will be removed. Approximately 4,100 square feet of area within the
basin would then be filled with 750 cubic yards of sand and brought up to the Level of the high
ground surrounding basin. The applicant also requests to insta1190 linear feet of vinyl bulkhead
landward of the NWL in the area of the proposed dock house to stabilize the shoreline and reduce the
risk of erosion of the dock house foundation.
An engineered stormwater system is required for this project as it exceeds the threshold for low-
densitydevelopment. The stormwater from the site will flow into two infiltration basins. Infiltration
basin #1 will be centrally located between condominium units 1-9. It will have a total volume of
4,711 cubic feet. Infiltration basin #2 will be located on the north side of condominium units 10-12.
It will have a total volume of 2,211 cubic feet. A portion of the existing pavement on the east side
of the property between the boat ramp and the dock house would be removed for the construction of
infiltration basin #2. The property will be graded to drain into the infiltration basins and associated

FIELD INVESTIGATION REPORT:
PAMLICO CONSORT, LLC
PAGE #4
piping will be installed to convey stormwater to the existing 3' x 120' vegetated swale along
SR1326 which will discharge to the marsh adjacent to Broad Creek.
Anticipated Impacts
The construction of the project will result in the disturbance of 204,564 square feet of high
ground, of which 4,832 sq. ft. within DCM's 75' Estuarine Shoreline would be made impervious
surface for the condominiums, road, parking areas, and-other infrastructure. This equates to
approximately 8% impervious surface within DCM's 75' Estuarine Shoreline AEA and a 31%
impervious sur#~ace for the entire tract. ~'I'he filling of the man made boat basin will. result in the
usurpation and filling of 4,095 sq. ft. of public trust area and shallow water habitat. All proposed
development is located outside of any Coastal or Section 404 Wetlands... The wooden walkway
will result iri 2,328 sq. ft. of additional covered surface within the N.C. Division of Water
Quality's Neuse River Basin Riparian Buffer Zone. Sedimentation and stormwater control
techniques have been planned for which should minimize any impact from the development of
the site. A localized and temporary increase in turbidity can be expected during.the in-water
portions of the construction of the bulkhead.
The existing marina will continue to serve as a commercial marina, however, twelve of the
slips on the main pier will serve the owners of the condominiums.
Stephen Lane -December 28, 2006 -Morehead City District

Form DCM-MP-1 p ~ _ p '13 ~{ V 2,
ICATID
APPL
(To be completed by all applicants)
_._.
1. APPLICANT
a. Landowner: (See Below )
Name Pamlico Consort, LLC
Address P • O. Box 181
City Oriental State NC
Zip 28571 -Day Phone [phone]
Fax
b. Authorized Agent:
Name Aeolis Engineering, P.A.
Address P.O. Box 15564
City New Bern
Fax
State NC
Zip 28561 Day Phone [phone]
252-633-6507
c. Project name (if any)
Pointe Marina Condominiums
NOTE: Ptnrot will !x issued in name of Imidowner(s), and/or
project namt.
2. LOCATION OF PROPOSED
~~~~g~~~
N04 2 9 2006
"Morehead City DCM
b. Cityty, town, communi or landmark
Wliortonsville, NCSR 1327, Old Lupton Road
c. 5256 oia Lupt~ o~d~oadCSR 1327
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) Rrnat7 c~-~k
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
12 condominium units, dock house,
driveway system, bulxneaa walxway
b. Is the proposed activity maintenance of an existing
project, new work, or both? ~~
c. Will the project be for public, private or commercial
use? 'Private
d.
PROJECT
a. County Pamlico
Co-Applicants: Joseph C. Aeolis i~renett Lupton, Frederick Lupton & George Lupton
J. Kevin Aeolis 5305 Sequoia Court
P.O. Box 15564 Greensboro, 1VC 27455
Revised 03195 New Bern, IVC 28561
252-633-0068
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 Build residential development
for rivate use. Constructuion methods to
inc u e typica rest entia construction
methods for resi ences and construction
equipment suc as excavators and dump
c s or si a eve oilmen .

~~~u ~ ,~ ~
Gov z ~ 200
Farm DCM-MP-1
Morehead City DCM
a. LAND AND wATEx
CHARACTERISTICS
a. Size of entire tract ~ 2.86 Ar_r ~
b. Size of individual lot(s) ~ Individual Lots
c. Approximate elevation of tract above'.~MHW or
NwL 3.5 to 4.0 Feet
d. Soil~ype(s and textures} of tract
MedSiun ~o Fine Sands .
m. Describe existing wastewater veatment facilities.
New off-site (remote) septic fields
already permitted by Pamlico County.
Fisting on--site marina system to be
demolished.
n, Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, 'wash
down' and resideatiat discharges.)
Surface runoff
o. Describe existing drinking water supply source.
Pamlico County Water
e. Vegetation on tract Sparse mature hardwoods
and pine mix.
f. Man-made features now on tract
Marina, residence, dockhouse
5. ADDITIONAL INFORMATION
g. what is the CAMA Land Use Plan land
classification of the site? (cn.,:~rli vre local lmrd we pla,,.J
~_ Conservation Transitional
Developed ,~_ Community
Rural Other
h. How is the tract zoned by Local government?
IVo Zoning
i. Is the proposed project consistent with the applicable
zoning? Yes No N/A
(Mad, za,+ns aor~pGanee ce-rfi~. I9pplimbirl
j. Has a professional archaeological assessment been
done for the tract? Yes X No
If yes, by whom?
k Its the project located in a National Regista~od
Historic District or does it involve a National
Register listed or eligib,e propest~?
Yes ,~.,,_ No
1. Are there wetlands on the site? X Yes No
Coastal (marsh) ~` Othu
If yes, has a delineation been coadncxod? Yes
fA+roc~b dowowata~on, fsaibbrel
In addition to the completed application form, the
following items must be submitted:
• A aopp at the deed (with state application only} or
other instrument under which the applicant claims title
to the affectod properties. ff the applicant is not
claiming to be ffie 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 zioauate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
inic on as 8 1!2" by l l ` white paper. (Refer to
Coastal Resources Commission Rule ?7.0203 for a
detailed description.)
Please note that original drawings are preferred and
only high gmtity copies wDl be accxpted. Blue-line
prints or other larger plats are accttable only if an
ade~te mamba of gaalitY a~piGS are provided by
applicant. (Contact the U_S. Army Corps of
F.aginee~rs regarding that agency's use of larger
drawings.) A site ar location map is a part of plat
roquits and ii must be suffici~tly detat~ed to
guide agency per~nd unfamiliar with the area to d-e
Coastal wetlands delineated by Stephen Lane.
Wetland line confirmed by US Army Corps of
Engineers -Tracey Wheeler

Form DCM-MP-1
Nov 2 s ions
Morehead Ci#y DCI
site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
6. CERTIFICATION AND PERMISSION
• A Stormwater Certification, if one is necessary.
• A list of die names and complete addresses of the
adjacaet waterfront (riparian) laadownas and
signed return .receipts as proof' that such owners
have raxired a copy of the application and plats
by oertited mail. Such landowners mast be advised
that they have 30 days in which W submit comments
on the proposed project to the Division of CoasW
Management. Upon signing this form, the applipat
further certifies that such notice has been provided.
Name Jimay Watson
Address 267 Old Lupton Rood
Phone Merritt, NC 28556
Name Kenryeth W. Tiller
Address ~ -'Tiller Extension
Phone Merritt, NC 28556
Name
Address
Phone
• A Pest of prtrious state or federal permits issued for
work on ffie project traex. Include permit numbs,
permittee, and issuing dates.
See attached CANIPi Pexmits
• A check for S4ade payable to the Department of
Environment, Health, and Natural Resources.
tDEHNR) to cover the costs of processing the
application.
• A signed AEC hazard notice for projects is
oceanfront and iNet areas.
• A statement of taaanpSane:e with the N.C.
Environaeeletat Policy Ad (N.C.G.S. 113A -1
10) If the project ietvolves the expenditure of is
funds or use of public hand's, attac>t a
documenting compleanee with the North Iiti$
Environmental Iblicy Acx.
TO ENTER ON LAND
I understand that any permit issued in response to this
applicartion weTi allow only the development described tee
the application. The ptojax weTi be subject to conditions .
need restrictions contained +~ the permit.
If cxctify that m the best of my knowledge, the proposed
activity complies with the State. of North Carolina's
approved Coastal Management Program and will be
oonducxed is a manner vonsistent with such program.
I certify thaz I aexe authorized w grant, and do in fact,
grant permission W reproves of state and federal
review agencies to enter on the afotemeatioaed lands in
oonneexion with evaluating information related to this
permit application and follow-up monitoring of the
proj~-
I further certify that the information provided in this
application is truthful to the best of my knowledge.
Thes is the 20~day ofAPril . ~g 2006
Print Name Job ~, Mgnber/Manager
Sigoatace
$~
Please indicate attachments pertaining to your proposed
project.
_,Y~„ DCM MP-2 Excavation and Fill Information
„~ DCM MP-3 Upland Development
DCM MP-4 Structures Information
DCM MP-5 Bridges and Culverts
DCM MPfi Marina Development
Please sign and dme tma/e mtadtment ~ lire
,sp~a~t provided at dee liottaee of tads form.
J. Kevin Avo2is
Joseph C. AvoZis

v..K.a n:roc

Y
Form DCM-MP-2
EXCAVATION
AND FILL
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
Describe below the purpose of proposed excavation or
fill activities. All values to be given in feet. .
ACCeSS
channel
(MLVI~ or (NWL)
Canal
Boat
basin
Boat
ramp
Rock
groin
Rock
breakwater
Other
(Excluding
sno~l;n<
stabiliz+uion)
Average F~aat
E~dsting Project
Length Width Depth Depth
NOV 2 9 2006
Morehead City DCM
1. EXCAVATION ]v/A
a. Amount of material to be excavated from below
MHW or NWL in cubic yards
b. Type of material to' be excavated
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? Yes No
d. Highground excavation in cubic yards
2. DISPOSAL OF EXCAVATED
MATERIAL
~ a. Location of disposal area
b. Dimensions of disposal azea
c. Do you claim title to disposal area?
Yes No
[f no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? Yes No
If yes, where?
Revised 03/95

Form DCM-MP-2
e. Does the disposal azea include any coastal wetlands
(marsh), SAVs or other ~vetlaeds?
__ Yes _ __ _ No '
£ Does the disposal include any area in the water'!
Yes No
3. SHORELINE STABII.,IZATION
a. Type of shoreline stabilization .
X Bulkhead ltiprap
b. ~ Length 135 LF
c. Avers a di lance waterward of MHW or NWL
0 ~'ee~ (Distarne ear-i,as at l~si.n)
d. Maximum dis ance waterward of MHW or NWL
1 Foot <tDistance varies at basin}
e. Shoreline erosion during preceding IZ months
Less than one foot.
(Sowce oJinformaiionJ Visual obseryatiodl.
f. Type of bulkhead or riprap material Sheet Vinyl-
Wood as indicated on plan
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap None
(2) Bulkhead backfill 4.095 SF, ~ 750 CY
h. Type of fdl material Sand
Source of fill material
Permitted borrow pi
4. OTHER FILL A
(Excluding Shhoreliue Shbil~ioa)
a. Will fill material be brought to site?
X Yes No
e..:~ avoc
~~~~om~~
If yes, Morehead City DCM
(I) Amount of material to be placed the
water 0
(2) Dimensions of fill area
Approximately 2 AorQ~
(3) Purpose of fill
Elevate site to finish grades.
b. Will. fill material be placed in coastal wetlands
(marsh}, SAVs or other wetlands?
yes X No
If yes, .
(I} Dimensions of fill area
(2) Purpose of fill
5. GENERAL
a. How will excavated or fell material be kepi on siie
snd erosion controlled?
Silt fence at toe and tap of slopes.
b. What type of construction equipment wits be .used
(for example, dragline, backhoe, or hydraulic
dredgge~)?
Backhoe, Ihunp Truck
c. Will wetlands be cr:,ssed in transporting equipment
to pmject site? Yes ~_ No
If yes, explain steps that will be taken to lessen
environmental impacts.
Pointe Marina Condani.ni.ums
t~ ~ . a•.71• w i Vt.
~~ J_ Kevin Aeolis
=.C' Joseph C. Aeolis
~_~~~

Form DCM-MP-3
UPLAND
DEVELOPMENT
~~~~o~~~
~,~s,~,=
Morehead City DCM
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-I. 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 12 aorx3atniniums,
doclanaster/ship store
b. Number of lots or parcels ~ Lat
(Condanlnitans) . Coaunon Area
c. Density (give the number of residential units and the
units per acre)12 Units on 2.86 Acres
(4.2 Units pgr acre)
d. Size of azea to be graded, filled or dishubed
including roads, ditches, etc. 4 = 94 ~'~
including off-site sewer
e. f~ the p opos~ p oj~ wd12?~orj-si~e Fbl~ss
more an n
acre of land, the Division of Land Resources must
receive an erasion 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? K Yes No
If yes, date submitted March 6 2006
£ List the materials (such as marl, paver stone,
asphalt, or concrete) w be used for paved surfaces.
tie
g. Give the percentage of the tract within 75 feet of
MHW or NWL, or within 575 feet in the case of an
Outstanding Resource Water, to be covered by
impervious andlor~ built-upon snch as
pavennent, buiMiags, rooftops, or to be used for
vehicular driveways or parking. ~- ~~ $
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 Marr•_h 6,~5
i. Describe proposed method of sewage disposal.
Remote septic system -already mrm;tted.
j. Have the facilities described in Item i. above
received state or local approval? Yes -_P~rm,' t AttacY
(~~+ apPropnate documrnrarion)
k. Describe location and type of proposed discharges to
waters of the state (for example, surface runoff,
sanitary wastewater, industrial/commercial effluent,
'wash dOWIIR and iesldentlal distha[geS).
S~fave ruu~of f only in avcordance ,with
~' Coastal Stornnwater Permit
i. Descn'be proposod drinking water supply source
. (e.g. well, community, public system, etc.)
Pam].d.oo Coinzty water system
m_ Wilt water be impounded? Yes J,~,_ No
If yes, how many acres?
n. If the pmject is a oceanfront development, when
was the ladtod and roo N/A
~nll~.,u-.as~c.c..
Jahn Meer/Manager .
Applkant or Pro]ect Name
J. Kevin Aeolis
Joseph C. Aeolis
Revises a3/9s ~~'~+~-A!~ t#.. Si~~' Lupton