19990658 Ver 2_CAMA Application_20070109

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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
January 5, 2007
MEMORANDUM:
TO: Ms. Cyndi Karoly
Environmental Biological Supervisor
Division of Water Quality
FROM
SUBJECT:
Applicant:
Project Location:
Proposed Project;
Doug Huggett
Major Permits Processing Coordinator
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MNf~ AN[l $1'pRATER HtUWGt4
CAMA/DREDGE & FILL Permit Application Review
Snug Harbor Partners, LLC
Carteret County: Adj. to Nelson Bay & Salter's Creek on the south side of
Hwy 70, Stacy, NC.
The applicants proposes to revise and expand the original subdivision /marina
development authorized under CAMA Major Permit # 128-00.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
January 26, 2007. If you have any questions regarding the proposed project, please contact Tere Barrett
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, Morehead City, North Carolina 28557
Phone: [phone] FAX: [phone] \ Internet: www.nccoastalmanagement.net
An Equal Opportuniiy 4 Affirmative Action Employer - 50% Recyded 110°~ Post Consumer Paper

!!~!la~or P~rmi# Fce Schc~lule
DCM $ DWQ $
Development Type Fee (14300 1601 435100093 1625 6253) (24300 1602 435100095 2341)
I. Private. non-commercial
development that does not involve
he filling or excavation of any
etlands or open water areas: $250 100% ($250) 0% ($0)
II. Public or commercial
development that does not involve
the filling or excavation of any
etlands or open water areas: $400 100% ($400) 0% ($0)
III. For development that involves
he filling and/or excavation of up to
1 acre of wetlands and/or open
ater areas, determine if A,B, C, or

D below applies: I
III(A) Private, non-commercial
development, if General Watcr
Quality Certification No. 3490 (See
attached) can be applied: $250 100% ($250) 0% ($0)
III(B). Publc or commercial
development, if General Water
Quality Certification No. 3490 (See
attached) can be applied. $400 100% ($400) 0% ($0)
III(C). If General Water Quality
Certification No 3490 (see
attached) could be applied, but
DCNt staff determined that
additional review and written DWQ
concurrence is needed because of
concerns related to water quality or

:aquatic life:
$400
60% ($240) I
40% ($160)
III(D). If General Water Quality
Certification No. 3490 (see
attached) cannot be applied. $400 60% ($240) 40% ($160)
IV. Development that involves the
filling and/or excavation of more
than one acre of wetlands and/or
open water areas: $475 60% ($285) 40% ($190)

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Snug Harbor Partners, LLC, c/o Larry Zucchino, J. Davis Architects (This
project represents a Major Modification to the previous permit #128-00, issued 8/18/00).
2. LOCATION OF PROJECT SITE: Adjacent to Nelson Bay and Salter's Creek on the south side of
Highway 70, abutting the Salter's Creek Bridge (DOT Bridge #45) to the east, in the Stacy community
of Carteret County.
Photos: 2006: #8392, grids Al-AS thru K1-K3, and #8391, grids R1-R6 thru X1-XS
2000: #660, grids K1-K4 thru Al-A5, and #659, grids Sl-S7 thru X1-X6
State Plane Coordinates - X: 2775600-2779400 Y: 421800-425200
Lat. - 33 43 50.81756 Long. - 84 39 59.94340
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 1/05/06; 3/01/06; 9/26/06; 10/23/06
Was Applicant Present -Yes; Yes; Yes; No
5. PROCESSING PROCEDURE: Application Received - cc: 12/04/07
Office -Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan -Carteret County
Land Classification From LL1P -Rural/Conservation
(B) AEC(s) Involved: EW, PTA, CW, ES
(C) Water Dependent: Subdivision Infrastructure- No; Access Channel, Bulkhead, and Pier -Yes
(D) Intended Use: Commercial, Community
(E) Wastewater Treatment: Existing -None
Planned -Community Package Treatment Plant
(F) Type of Development: Existing -Abandoned Roadway, Marina Basin and Channel
Planned -Subdivision Infrastructure, Community Pier, Channel
Expansion, Bulkhead
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: DREDGED FILLED SHADED/INCORP
(A) Coastal Marsh 2,700 sf
Section 404 Wetlands 3,400 sf 120 sf
(B) Public Trust Area 1,011 sf
High Ground/PC 19,920 sf 653,400 sf
(C) Total Area Disturbed: 15.62 acres
(D) Primary Nursery Area: No
(E) Water Classification: SC Open: No
8. PROJECT SUMMARY: The applicant proposes to revise and expand the original subdivision/marina
development authorized under LAMA Major Permit #128-00.

FIELD INVESTIGATION REPORT:
Snug Harbor Partners, LLC
Page #2
9. PROJECT DESCRIPTION:
This proposal represents a Major Modification to the original permit #128-00, issued to the
applicant on 8/18/00. The project site was originally 41.8 acres in size. The applicant
purchased an additional 20 acres, and has expanded and modified the proposal accordingly.
The subject property lies adjacent to Nelson Bay in the community of Stacy, in eastern Carteret
County. The tract is bordered by US 70 to the north, Salter's Creek and the Salter's Creek Bridge
(NCDOT Bridge #45) to the east, and Nelson Bay to the south. Old Highway 70 extends across
the project property, and has been abandoned. The additional acreage was purchased to the west
of the original tract, and has the same characteristics of the original property before development
began.
According to USGS maps, the tract has an average elevation of +5' mean sea level. A large
portion of the tract has been designated by the NC NRCS as wetland that has been prior converted
for agriculture use, or PC fields. The southern boundary of this property is bordered by coastal
marsh comprised predominantly of Juncus roemerianus, with S artina alternitlora, S artina
ap tens, Salicornia sue, Cladium jamaicense, and Typha sip. The system transitions landward into
Section 404 Wetlands, typified with a shrub system of Iva frutescens, Baccharis halimifolia,
Magnolia vir~iniana, and Juniperus vir iniana, transitioning again to forested wetlands with pines,
oaks, and sweet gum, with an understory of cat briar and switch cane. The Section 404 Wetland
delineation has been approved by the US Army Corps of Engineers, and is on file.
Typical soils on the tract are Leon and Hobucken Muck. The Carteret County Land Use Plan
classifies the property as Rural, with all AEC's classified Conservation. Neither Nelson Bay nor
Salter's Creek are designated Primary Nursery Areas. Both are closed to the taking of shellfish,
and both carry water classifications of SC. The adjoining waters of Core Sound are classified SA-
ORW. The composition of the substrata of Nelson Bay and Salter's Creek is predominantly silt
and sand, with beds of submerged aquatic vegetation in the vicinity. The tidal amplitude in upper
Nelson Bay is approximately 1'.
The original permit authorized the subdivision infrastructure for 10 single family homes, the
construction of 24 cluster homes, the excavation and stabilization of a 470' x 190' marina basin
with 53 slips, the excavation of an 875' access channel, a boardwalk around the perimeter of the
basin, a ship's store, 6925 sf of walkways thru the development, and parking. A force main to
pump sewage across Salter's Creek to the existing package treatment plant of the Sailor's Snug
Harbor Facility in Sea Level was to serve the community. The original basin proposal included a
290' x 20' circulation canal with a 55' x 60" culvert connecting to the basin, necessary to meet the
DWQ DO requirements. Because of modifications made in this application, the DO Model has
been recalculated, and is attached. The sampling returned similar results to the first model, with
oxygen levels of 1 to 1.2 mg/L anticipated in the basin and channel. The original stormwater plan
that was approved prior to LAMA permit issuance was modified on 5/16/00, changing the
allowance for impervious surfaces on the individual tots to be sold.

FIELD INVESTIGATION REPORT:
Snug Harbor Partners, LLC
Page #3
The original permit authorized 49,749 sf of impervious development within the Estuarine
Shoreline AEC, without accounting for the individual residences. This amounted to 8.6%
coverage on the 13.21 acres within the AEC. The total impervious allowed for the entire tract
was 171,744 sf, or 9.4%. Again, this did not account for individual residences. The
development of the subdivision infrastructure was anticipated to require the grading of
approximately 30 acres.
The current proposal is to convert the 62-acre tract into 60 individual lots to be sold for single-
family homes. The marina basin and channel are in place, and would serve the community
without changing the number of slips. When the basin was constructed, it was shitted 97' to the
east, without relocating the access channel. This alteration did not change the impacts of the
development, as both locations had the same site characteristics.
The average lot size is proposed for 30,350 sf, ranging from 20,061 to 241,283 sf. Five acres
will be allotted for community use, for a total built-out density of .97 lots/acre. The walkways
throughout the community have increased to 7919 sf, and there has been the addition of a River
Club. The Ship's Store with restaurant, parking, and swimming pool remain. A community pier
with gazebo has also been added, and the boardwalk remains around the perimeter of the basin.
The applicant is proposing to alter the circulation channel size, expand the access channel,
hulkhead the access channel, add a gazebo to the southeast side of the marina, reconfigure and
expand the road system, and construct a new package treatment system and community well.
"1'he amount of impervious within the Estuarine Shoreline AEC will increase to 102,334 sf, or
17%, and the overall impervious will increase to 398,901 sf, or 15%. Neither includes the
individual residences. The applicant has allowed for impervious coverage ran~~ing from 3200 sf to
4200 sf on individual lots, to bring the total built-out impervious for the property to 25%.
Sununarily, the proposed changes are as follows: There will he 60 individual residences instead
of 34 individual and cluster homes, with a building height of 50'. The River Club, with a 50' x
50' footprint, is proposed approximately 400' west of the access channel. Connected to the porch
of this club is the proposed pier. The proposed pier is 180' x 6', and would extend approximately
29' over high ground, 20' over federal wetlands, and 131' into the open water. A 15' x 15'
gazebo is proposed at the waterward end as an observation platform, because the water depth is
approximately -.5' nlw. Also, a 20' x 20' gazebo is proposed in the common area southeast of the
marina.
The road system will consist of the main road with a circular system connecting to the parking lot
at the clubhouse, and expanding to 3 roads that extend to all four sides of the marina. There is
another road extending into the lots of the westernmost parcel of the property. Each road ends in
a cul-de-sac, with 48' radii. The roads have 26' travelways with 3' shoulders, 3:1 slopes into
vegetated swales within 45' right-of-ways. There are 2 10' x 70' sight distance triangles at the
intersection of the main subdivision road and Highway 70 East. A concrete walkway is proposed

FIELD INVESTIGATION REPORT:
Snug Harbor Partners, LLC
Page #4
to extend from the end of Bowline Place to Highway 70 East at the base of the bridge. According
to the plats, this feature appears to be off of the applicant's property, and within the NCDOT
right-of-way.
Four stormwater retention ponds are proposed on the north side of the property, with S vegetative
swales entering the ponds. Additionally, there are 3 close-end swales proposed for stormwater
control. The grading for the subdivision infrastructure has been reduced to 15 acres with this
proposal.
The applicant has proposed to reduce the circulation channel from 20' in width to 14' in width,
and the culvert from 60" to 30", while lengthening the culvert from 55' to 170'. A 10' x 50'
pedestrian bridge is proposed to connect the walkways along both sides of the circulation channel.
The access channel into the marina is to be widened within the high ground area for 15' on either
side, for a length of 332' on each side, for a total of 664' x 30', or 19,920 sf.
The applicant has proposed to stabilize the sides of the access channel with a concrete sheetpile
bulkhead. This would extend for approximately 665' on the western side of the channel, and 655'
on the eastern side, for a total length of 1320'. The landward 360' on the west side, and the
landward 350' on the east side would stabilize the high ground cut. The next 195' on the west
side, and the next 145' on the east side, would be constructed waterward of and require the fill of
3400 sf of Section 404 Wetlands. The final 110' on the west side, and 160' on the east side,
would be constructed waterward of and require the fill of 2700 sf of Coastal Wetlands.
The applicant can no longer utilize the existing wastewater treatment plant at the Sailor's Snug
Harbor Facility due to SSH having used more capacity, and the size of the proposed development
increasing by 57 °lo . Therefore, they propose to install a force main and associated lines within the
road right-of-ways, and pump to a new package treatment plant they propose to construct on the
north side of Highway 70 East, on property they also own. In this same location, they propose to
install a community well, and again run the lines with other utilities within the community road
right-of-ways.
The adjacent parcel to the west of the subject property is owned by the applicant, but is being held
for future development.
10. ANTICIPATED IMPACTS:
As proposed, this project will require the grading of approximately 15 acres of high ground/pc
wetland area. The proposal will require the excavation of 19,920 sf of high ground for the
widening of the access channel. The bulkhead will require the filling of 2700 sf of Coastal
Wetlands, and 3400 sf of Section 404 Wetlands, and will be unconsolidated along the length of the
bulkhead. It can be expected that this material will move into the adjacent wetlands.
Additionally, there is no wingwall shown at the end of the bulkhead adjacent to the high ground,

FIELD INVESTIGATION REPORT:
Snug Harbor Partners, LLC
Page #5
---------------------------
also allowing for potential sediment movement in rain events. The pier will shade 120 sf of
Section 404 Wetlands, and the remainder of the pier with gazebo will shade 1011 sf of Public
Trust Area. The project will result in the development of a 60 unit residential community, with a
density rate of .97 units/acre.
T. Barrett January 04, 2006 Morehead City

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Marina Village at Snug Harbor
Major CAMA Permit Modification Request ~~,
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Project Background
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The Marina Village at Snug Harbor is a proposed 62 ac i entia~ development located
on US Highway 70 near Sea Level in Carteret County, NC. The proposed development
program and land plan is a modification of a plan for the property approved in 2000
through the issuance of Major CAMA Permit #128-00 and through Preliminary
Subdivision Plat approval by Carteret County. Permit #128-00 was renewed in January
2006.
Snug Harbor Partners, LLC, the current property owners, are requesting a modification to
CAMA Permit #128-00 to permit the addition of 20 acres to the original 42 acre tract; an
increase in the number of residential lots; the relocation of the amenity facilities and
support utilities, the addition of a River Club Facility with a pedestrian pier, a swimming
pool; and, minor adjustments to the configuration of the marina basin, entrance canal and
circulation channel.
A revised Preliminary Plat for these modifications was submitted and approved by
Carteret County in 2006. Modified stormwater plans, erosion control plans and utility
plans prepared in support of the CAMA permit modification request have been submitted
to the respective review agencies and are currently under plan review.
The marina basin, open water channel and canal have been excavated and stabilized
along with a construction access roadway and a spoil facility. Bulkheads and slip
facilities have not been constructed to date.
The following summarizes the primary differences between the permitted and the
proposed modification to the development plans.
Modification
Permit #128-00 Request
Project Acreage
Reidential Lots
Minimum Lot Size
Waste Treatment
River Club and Pier
Upland Development
42 62
34 60
7,000 sq.ft. 20,000 sq.ft.
Existing Capacity New WWTP
None Proposed
The proposed plan has eliminated the minimum 7,000 square foot cluster lots and
reconfigured the lots to a minimum of 20,000 square feet. With the addition of 20 acres
of land, the lot count has increased from 34 to 60 lots. The proposed ship's store,
restaurant, office, fuel tanks and parking area have been relocated approximately 30 feet
Page 1 of 2

north of the permitted location. A swimming pool and a river club with a pedestrian pier
and gazebo are now proposed as additional project amenities.
A low density best management practice (BMP) strategy has been prepared for the
property to protect the marina waters and adjacent waters from stormwater run-off
pollutants. The project has been designed under the low density provision of the NC
Division of Water Quality stormwater regulations. Infiltration basins and closed end
roadside swales will be employed to minimize the stormwater fun-off into the marina
basin. The residential lots surrounding the basin will be graded to direct most stormwater
away from the basin and the surrounding waters.
Marina Basin
The Marina facility is currently permitted for 53 commercial and residential boat slips
with fuel service and sewerage pump-out facilities. The constructed basin and entrance
channel and canal were dredged to a depth of -3.0 feet NLW to match the depth of the
connecting channel, Salter Creek, which is also at a current depth of -3.0 feet NLW. The
current permit allows the basin to be dug to a depth of minus 5.0 feet NLW and the
connecting channel to a depth of minus 5.5 feet NLW. The final depth of the basin and
channel will not exceed the depth of the adjacent connecting navigable channel, Salter's
Creek, which was surveyed to be minus 6.5 feet NLW in 1999.
Proposed minor changes to the permitted marina facility include:
-Shifting the location of the marina basin approximately 97 feet north along the
north south axis of the permitted location. The basin entrance channel alignment remains
the same as permitted. The basin size and slip count remain the same as permitted.
-"Squaring" of the inside corners of the bulkhead in the marina.
-Widening the north and south sides of the entrance canal (upland portion) by 15 feet
each side.
-Minor realignment of the circulation canal. The circulation canal is designed to
encourage additional flushing for the marina basin by providing a second outlet to the
surrounding waters. The dissolved oxygen model does not use the circulation canal as a
value in determining projected DO levels. The canal will be reduced in width from 20' to
14'. The pipe will be reduced in size from 60" to 30" and extended in length from 90' to
170' .
A new Dissolved Oxygen Model was performed for the minor basin and canal
configuration changes. Predicted dissolved oxygen values show very little degradation in
the values of dissolved oxygen predicted and remain above the 5 ~~th; shAl
copy of the report is included in this application. l~ ~~; U ~~
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Page 2 of 2 ~ "d~ ~tt~y~ ACM

Form DCM-MP-1
APPLICATION
(To be completed by all applicants)
1. APPLICANT
a. Name Snug Harbor Partners, LLC~
Address 252 HiQhway 70 East
City _Stacy Township _ State NC
Zip 28577 Day Phone [phone]
Fax [phone]
b. Authorized Agent:
Name JDavis Architects, PLLC
Address 510 Glenwood Avenue, Suite 201
City Ralei h State NC
Zip 27603 Day Phone [phone]_
Fax [phone]
c. Project name (if any)
Marina Villale at Snua Harbor
NOTE: Permit will be issued in name of
Landowner(s), and/or project name.
2. LOCATION OF PROPOSED PROJECT
a. County Carteret
b. City, town, community or landmark
Carteret County Near Sea Level
c. Street address or secondary road number
U.S. Highway 70
d. Is proposed work within city limits or planning
jurisdiction? Yes X No
e. Name of body of water near project, e.g., river, creek,
sound, bay: Nelson Ba
3. DESCRIPTION AND PLANNED USE OF
PROPOSED PROJECT
a. List all development activities you proposed, e.g.,
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities. Modified and
expanded ship's store, fuel service, restaurant,
parking, river club, channel, amenities, utilities and
residences.
b. Is the proposed activity maintenance of an existing
project, ne~v work, or both?
New work and an expansion of an existing_project.
c. Will the project be for public, private or commercial
use? Private /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. Conventional residential subdivision
roadways, utilities and building sites will be prepared
for development construction of residential and
commercial b ~ in ~ ~~
~~~~~
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~~~'~r2haa~ pity DCM

Form DCM-MP-1
A list of 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 Oven Grounds Farm
Address P. O. Drawer B, Beaufort, NC 28516
Phone [phone]
Name DMF Morehead Regional Office
Address 3441 Arendell St.
Morehead City, NC 28557-3209
Phone [phone]
Name NCDOT -County Maintenance Yard
Address l39 Masontown Rd, Newport, NC 28570
Phone [phone]
A list of previous state or federal permits issued
for work on the project tract. Include permit
numbers, permittee, and issuing dates.
For Sailor's Snug Harbor, LLC
Major CAMA Permit # 128-00 (active)
NCDL -Project No. 970420CA 4.27.2000
NCDWQ -Project No. SW8970431 5.2000
NCDWQ -Project No. 990658 2.3.2000
A check for $475 made payable to the Department
of Environment, Health, and Natural Resources
(DEHNR) to cover the costs of process the
application.
A signed AEC hazard notice for projects in
oceanfront and inlet areas.
• A statement of compliance with the NC
Environmental Policy Act (N.C.G.S. 112A -1 to
10) If the project involves the expenditure of public
funds or use of public lands, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND
I understand that any permit issued in response to this
application will allow only the development described in
the application. The project will be subject to conditions
and restrictions contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
I certify that I am authorized to grant, and do in fact,
grant permission to representatives of state and federal
review agencies to enter on the aforementioned lands in
connection with evaluating information related to this
permit application and follow-up monitoring of the
project.
I further certify that the information provided in this
application is truthful to the best of my knowledge.
This is the 6 day of October , 2006
Print Name Lawrence R. Zucchino RLA
Signature i'
Lando •ner or Authorized Agent
Please indicate attachments pertaining to your proposed
project.
X DCM MP-2 Excavation and Fill Information
X DCM MP-3 Upland Development
X_ DCM MP-4 Structures Information
X DCM MP-5 Bridges and Culverts
DCM MP-6 Marina Development
NOTE: Please sign arld date each
attachment in the space provided at the
bottom of each form.

~..~:
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-

Revised 03/95

Form DCM-MP-1
4. LAND AND WA'T'ER
CHARACTERISTICS
a. Size of entire tract 62.0 Acres
b. Size of individual lot(s)
Min 20,000 SF Max 241,000SF
c. Approximate elevation of tract above MHW or NWL
Average Elevation 5 feet MHW
d. Soil type(s) and texture(s) of tract
Leon Sand / Hobucken Muck
e. Vegetation on tract
Lobllolly Pine, Shrub thicket
f Man-made features now on tract
Abandoned roadway and outbuildings. Marina
channel, canal, basin and temporary spoil facili~.
g. What is the CAMA Land Use Plan land
CIaSSiflcatlOriS Of the Slte? (Consult the local land use plan.)
X Conservation Transitional
Developed Community
X Rural Other
h. How is the tract zoned by local government?
Not zoned.
i. Is the proposed project consistent with the applicable
zoning? X Yes _ No
(.Fittaclr zaritrg complimrce 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 site? X Yes No
Coastal (marsh) X Other 404
If yes, has a delineation been conducted? Yes
(.~tttaclr documetrtation, if available)
~~~~
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m. Des i g wastewater treatment facilities.
None
n. Describe location and type of discharges to waters of
the state. (For example, surface runoff, sanitary
wastewater, industriaUcommercial effluent, "wash
down" and residential discharges.)
Project will be designed to minimize discharges to
surface waters.
o. Describe existing drinking water supply source.
No existing water supply available.
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
• A copy of the deed (with state application only) or
other instrument under which the applicant claims
title to the affected properties. If the applicant is not
claiming to be the owner of said properties, 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 8-1/2" by 11"white paper. (Refer to
Coastal Resources Commission Rule 71.0203 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 the 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.
Revised 11,3/95

orm DCM-MP-2
EXCAVATION
AND FILL
(Except bridges and culverts)
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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.
Describe below the purpose of proposed excavation or
fill activities. All values to be given in feet.
Average Final
Existing Project
Length Width Iknth Tk:nth
Access channel
(Existing)
Canal
(W idett
existing canal
by 30 feet)
Boat
Basin
(Existing)
Boat
Ramp
Rock
Groin
Rock
Breakwater
Other
(Circulation
Channel Extra
Canal Length
Onlv1
(Excluding
Shoreline
Stabilization)
N/A N/A N/A N/A
-3.0' -3.0'
660' IS' Each NLW NLW
Each Side Existing Existing
Side
N/A N/A N/A N/A
N/A N/A
N/A N/A
N/A N/A
N/A N/A
210' 14' 0.0' NLW 0.0' NLW
1. EXCAVATION
a. Amount of material to be excavated from
below MHW or NWL in cubic Yards N/A
b. Type of material to be excavated Fine Sand
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic
vegetation (SAVs) or other
wetlands Yes X No
d. High ground excavation in cubic yards
Approximately 4,000 cy.
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area
At northern end of site at existing spoil site.
b. Dimensions of disposal area
Approximately 400' x 400' x 4'
c. Do you claim title to disposal area?
X Yes No
If no, attach a letter granting permission from
the owner.
d. Will a disposal area be available for future
maintenance? Yes X No
If yes, where? Off-site (to be determined)

Form DCM-MP-2
e. Does the disposal area include any coastal
wetlands (marsh), SAVs or other wetlands?
_ Yes X No
f. Does the disposal include any area in the
water? Yes X No
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
X _ Bulkhead Riprap
b. Length Additional 1,320 Feet
(232 feet total, includes basin bulkhead)
c. Average distance waterward of MHW or
NWL
0
d. Maximum distance waterward of MHW or
NWL
(1) Shoreline erosion during preceding 12
months N/A
(Source ojinformation)
f. Type of bulkhead or riprap material
JConcrete Shcetpile
g. Amount of fill in cubic yards to be placed
below water level N/A
(1) Riprap
(2) Bulkhead backfill
h. Type of fill material N/A
i. Source of fill material N/A
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
X Yes - No
Revised 03/95
If yes,
(1) Amount of material to be placed in
the water None
(2) Dimensions of fill area General
iJoland fill
(3) Purpose of fill
Elevated Home/Building and
Roadwa.~es
b. Will fill material be placed in coastal
wetlands (marsh), SAVs or other wetlands?
X Yes No
If yes,
(1) Dimensions of fill area:
680'x 10'
(2) Purpose of fill:
BulkheadStabilization
5. GENERAL
a. How will excavated or fill material be kept
on site and erosion controlled?
See attached Erosion Control Plan
b. What type of construction equipment will be
used (for example, dragline, backhoe, or
hydraulic dredge)? Dra~;line and backhoe
c. Will wetlands be crossed in transporting
equipment to project site? _ Yes X No
If yes, explain steps that will be taken to
lessen environmental impacts.
Marina Village at Snug Harbor
Applicant or Project Name C..'' ' '
Signature
(o (, Zoo 4
Dat~
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~~
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I''~iofzhP. ~ C~;ty pCM

Form DCM-MP-3
UPLAND
DEVELOPMENT
~~(~~eL?~~-~f
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major h.
Permit, Form DCM-Mp-I. Be sure to complete all other
section of the Joint Application that relate to the proposed
project.
Type and number of buildings, facilities, unit or
structures proposed: 60 Residential Lots and homes,
Roadways, River Club, Recreational Amenities, Pier
and Gazebo, Ship's Store, Restaurant
i~lorehea~ City DCN1
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 Same as CAMA Application
i. Describe proposed method of sewage disposal.
Gravity collection, pump station, to Package
Treatment Plant, infiltration basins
b. Number of lots or parcels
2 Phases 60 Residential Lots 1 Commercial Lot
(Ship's Store)
Density (give the number of residential units and the
units per acre) 60 at gross density of 0.97 Lots /Acres
Size of area to be grades, tilled or disturbed including
roads, ditches, etc. Approximately l5 Acres
e. [fthe proposed project will disturb more than one acres
of land, the Division of Land Resources must receive
an erosion and sedimentation control plan at least 30
days before land disturbing activity begins. If
applicable, has a sedimentation and erosion control
plan been submitted to the Division of Land
Resources'? `~ Yes No
Ifyes, date submitted Same as CAMA Application
f. List the materials (such as marl, paver stone, asphalt,
or concrete) to be used for paved surfaces.
Asphalt roadways /concrete walks
Give the percentage of the tract within 75 feet of MHW
or NWL, or within 575 feet in the case of an
Outstanding Resource Water, to be covered by
impervious and/or build upon surfaces, such as
pavement, buildings, rooftops, or to be used for
vehicular driveways or parking.
l 7`%,
j. Have the facilities described in Item i. Above received
state and local approval'? Pendint;_
(.~1 tt~tclr c~/~pr•opi~icile docunuv~tnNon)
k. Describe location and type of proposed discharges
to waters of the state (tor example, surface runoff,
sanitary wastewater, industrial/commercial eftluent,
"wash down" and residential discharges).
Project is designed to minimize discharges to
surface to greatest extent practicable.
1. Describe proposed drinking water supply source
(e.g., well, community, public system, etc.)
Community well and distribution
m. Will water be impounded'? Yes X No
If yes, how many acres'?
n. If the project is a oceanfront development, when was
the lot(s) platted and recorded'? N/A
Marina Village at Snug Harbor
Applicant or Project Name '"' ''~~
~`'
Signature
to/L/o C.
Date

Form DCM-MP-4
~~~~
STRUCTURES
(Construction within Public Trust Areas) ~~~ F_ r ~' ~ ~ ~~",
M~r~he~~ i~~ DCM
Attach this form to Joint Application for CAMA Major e. Mooring buoys N/
Permit, Form DCM-MP-1. Be sure to complete all other (1) Commercial _ Community ~ Private
sections of the Joint Application, which relate to this (2) Number N/A
proposed project. (3) Description of buoy
(Color, inscription, size, anchor, etc.)
N/A
a. Dock(s) and/or Pier(s)
(1) Commercial X Community _ Private
(2) Number 1
(3) Length 146'_ (4) Width of water body N/A
(4) Width 6' (5) Distance buoys(s) to be placed beyond shoreline
(5) Finger Piers -Yes X No N/A
(i) Number
(ii) Length f. Mooring structure (boatlift, mooring pilings, etc.) N/P
(iii) Width (1) __ Commercial _ Community -Private
(6) Platforms(s) X Yes No (2) Number N/A
(i) Number 1 (3) Length N/A
(ii) Length 15' (4) Width N/A
(iii) Width 15'
g. Other (Give complete description)
(7) Number of slips proposed 0
(8) Proximity of structure to adjacent riparian
property lines Greater than 1000'
(9) Width of water body Greater than 1000'
(10) Water depth at waterward end of pier at MLW
or MWL -1.40 NLW
b. Boathouse (including covered litts) N/A
(1) _ Commercial _ Private
(2) Length N/A
(3) Width N/A
c. Groin (e.g., wood, sheetpile, etc.) N/A
(1) Number N/A
(2) Length(s) N/A
Marina Villaee at Snua Harbor
Applica or Project Na
`~~~ ~,t
Signature
1, e ~G,~
Date
d. Breakwater (e.g., wood, sheetpile, etc.) N/A
(1) Length N/A
(2) Average distance form MHW, NWL or
wetlands N/A
(3) Maximum distance beyond MHW, NWL or
wetlands N/A
Re~~ised 0 ~ 9~

Force DCM-MP-S
BRIDGES AND
CULVERTS
Attach this form to Joint Application for CAMA
Major Permit, Form DCM-MP-I. Be sure to
complete all other sections of this Joint
Application that relate to this proposed project.
1. BRIDGES
a. Public Private X
b. Type of bridge (construction material)
Marine Treated Wood
c. Water body to be crossed by bridge
Proposed circulation channel
d. Water depth at the proposed crossing at
MLW or NWL Approximately -0.50' MLW
e. Will proposed bridge replace an existing
bridge? Yes X No
If yes,
(1) Length of existing bridge
(2) Width of existing bridge
(3) Navigation clearance underneath
existing bridge
(4) Will all, or part of, the existing bridge
be removed'? (Explain)
f. Will proposed bridge replace an existing
culvert(s)? Yes X No
If yes,
(1) Length of existing culvert
(2) Width of existing culvert
(3) Navigation clearance underneath
existing bridge
(4) Will all, or part of, the existing bridge
be removed'? (Explain)

~~p'rc's1l~u~ ~jt~ ~V~
g. Length of proposed bridge 50'
h. Width of proposed bridge 10'
i. Height of proposed bridge above
Wetlands: Minimum 3' from lowest
bridge member.
j. Will the proposed bridge affect
existing water tlow?
Yes X No
[f yes explain
k. Navigation clearance underneath
proposed bridge
Not a navigable water body
1. Will the proposed bridge affect
navigation by reducing or increasing
the existing navigable opening'?
Yes X No
If yes, explain
m. Will the proposed bridge cross
wetlands containing no navigable
waters`? _ Yes X No
If yes, explain
n. Have you contact the U.S. Coast
Guard concerning their approval`?
Yes X No
If yes, please provide record of their
action.

Form DCM-MP-S
2. CULVERTS
a. Water body in which culvert is to be placed
High Ground will be excavated for
placement of culvert.
b. Number of culverts proposed: 1
c. Type of culvert (construction material, style)
P.V.C.
d. Will proposed culvert replace an existing
bridge? _ Yes X No
If yes,
(I) Length of existing bridge
(2) Width of existing bridge
(3) Navigation clearance underneath existing
Bridge
(4) Will all, or part of, the existing bridge be
removed? (Explain)
e. Will proposed culvert replace an existing
culvert'? Yes X No
[f yes,
(1) Length of existing culvert
(2) Width of existing culvert
(3) Sleight of the top of the existing culvert
above the MHW or NWL
(4) Will all, or part of, the existing culvert be
removed'? (Explain)
f. Length of proposed culvert 170'
g. Width of proposed culvert 30" Diameter
h. Height of the top of the proposed culvert
above the MHW or NWL t20"
i. Will the proposed culvert affect existing
water tlow'? Yes X No
Will the proposed culvert affect existing
navigation potential'? Yes X No
If yes, explain
3. EXCAVATION AND FILL
a. Will the placement of the proposed bridge or
culvert required any excavation below the
MHW or NWL? Yes X No
If yes,
(I) Length of area to be excavated
(2) Width of area to be excavated
(3) Depth of area to be excavated
(4) Amount of material to be excavated in
cubic yards
b. Will the placement of the proposed bridge or
culvert require any excavation within: No
_ Coastal Wetlands _ SAVs
Other Wetlands
If yes,
(1) Length of area to be excavated
(2) Width of area to be excavated
(3) Amount of material to be excavated in
cubic yards
c. Will the placement of the proposed bridge or
culvert require any highground excavation?
X Yes No
If yes,
(1) Length of area to be excavated 380'
(2) Width of area to be excavated 14'
(3) Amount of material to be excavated in
cubic yards 1000 cy Approximately_
d. If the placement of the bridge or culvert
involves any excavation, please complete the
following:
(I) Location of the spoil disposal area on-site
(2) Dimensions of spoil disposal area
(3) Do you claim title to the disposal area?
X_ Yes No
If no, attach a letter granting permission
from the Owner.
~I~~~~n C
,~ ~
~JiUt"c?1~~:~~:~ City F~C~,'1

Form DCM-MP-S
(4) Will the disposal area be available for future
maintenance? X Yes No
(5) Does the disposal area include any coastal
wetlands (marsh), SAVs, or other wetlands?
Yes X No
If yes, give dimensions if different from (2)
above
(6) Does the disposal area include any area below
the MHW or NWL? Yes X No
If yes, give the dimension if different form
No. 2 above
e. Will the placement of the proposed bridge or culvert
Result in any fill (other than excavated material
described in Item d. above) to be placed below
MHW or NWL? Yes X No
If yes,
(1) Length of area to be filled
(2) Width of area to be filled
(3) Purpose of fill
f. Will the placement of the proposed bridge of culvert
result in any till (other than excavated material
described in Item d. above) to be placed below
MHW or NWL'? Yes X No
If yes,
(1) Length of area to be filled
(2) Width of area to be tilled
(3) Purpose of till
g. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) to be placed on
highground?
Yes X No
If yes,
(1) Length of area to be filled
(2) Width of area to be filled
(3) Purpose of fill
4. GENERAL
a. Will the proposed project involve any mitigation`?
_X_ Yes _ No
If yes, explain in detail: Mitigation approved under
LAMA Permit #128-00
b. Will the proposed project required the
relocation of any existing utility lines?
Yes X No
If yes, explain in detail
c. Will the proposed project require the
construction of any temporary detour
structures?
Yes X No
If yes, explain in detail
d. Will the proposed project require any
work channels?
Yes X No
If yes, explain in detail
If yes, complete Form DCM-MP-2
e. How will excavated or fill material be
kept on site and erosion controlled?
Erosion Control Fencing
f. What type of construction equipment
will be used (tor example, dragline,
backhoe, or hydraulic dredge)'?
E3ackhoe.
g. Will wetlands be crossed in transporting
equipment to project site?
Yes X No
If yes, explain steps that will be taken to
lessen environmental impacts.
h. Will the placement of the proposed
bridge or culvert require any shoreline
stabilization`?
Yes X No
If yes, explain in detail
Marina Village at Snug Harbor
Applicant or Project Name ~~
/ ~~
Signa ure
0 4 D
Date J ~ -mot ~' r;, r1 ~.;~+~ ''~
~ ~ ~,.
~' ~~
..
llOf~~l~7r-~ (~~+,~ 11n~~

Form DCM-MP-6
MARINA
DEVELOPMENT
(Required for the mooring of more than 10 vessels)
f.
Attach this form to Joint Application for CAMA Mar
Permit, For DCM-MP-l. Be sure to complete all othe
sections of the Joint Application that relate to this
proposed project.
1. MARINA CHARACTERISTICS
a. Check below the type of marina proposed
X Commercial Public X Residential
b. Will the marina be open to the general public`?
Yes X No
c. If there is residential development
associated with the marina, how many
units or lots are planned and how many
are currently developed'?
Yes. GO residential lots, none currently
developed.
d. Check all the types of services to be
provided.
Full service, including travel lift and /or rail
X Dockage, fuel, and marine supplies
X Dockage ("wet slips") only
Number of slips 53
Dry Storage
Number of boats
w Boat Ramp(s)
X Other (describe) Fuel Service.
Check below the proposed type of siting.
X Land cut and access channel
Open water with dredging for basin
and/or channel
Open water, no dredging required
Other describe
~~~~~~
,~
~~r~r,n~~ ~,~c~ ~~M
Describe the typical boats to be served
(for example open runabout, charter
r boats, sail boats, mixed types).
Charter Boats /Mixed Types
g. Typical boat length 22' to 42'
h. Maximum boat length 45~
i. Are any floating structure planned? No
If so, describe:
2. MARINA OPERATIONS
a. Check each of the following sanitary facilities that
will be included in the proposed project.
X Office toilet
X Toilet for patrons
Number 4
Location In ship's store and restaurant
X Showers
X Boat holding tank pumpout
"type and location: Dedicated marina slip near ship's
store
b. Describe treatment type and disposal location for all
sanitary wastewater. Gravity collection force main to
package treatment plant.
c. Describe the disposal of solid waste, fish offal and
trash disposal. Trash receptacles at marina boardwalk
and dumpster at ship's store.
d. How will overboard discharge of sewage from boats
be controlled? Marina Policy. Posted Sigmage
e. Give the location and number of "No Sewage
Discharge" signs proposed. 3 at Marina

Form DCM-MP-6
f. Describe the special design, if applicable, for
containing industrial type pollutants, such as paint,
sandblasting waste and petroleum products.
(See Item 2i)
g. Where will residue from vessel maintenance be
disposed of? No boat maintenance operation is
proposed.
h. Give the number of channel markers and "no Wake"
signs proposed. 4 See PIat1
o. If the marina proposed within a primary secondary
nursery area? Yes X No
p. Is the marina proposed within an area open to
shellfish harvesting? Yes X No
q. Give the location and number of "Pumpout
Available" signs proposed. 3 at marina boardwalk
i. Give the location offuel-handling facilities, and Marina Village at Shut; Harbor
describe the safety measures planned to protect area Applicant or Project Name ~, ~ ~~ C~v~ ;~
water quality. Fuel service dock near ship's store. / w ems''( ~!'t~
Automatic cut-off valves, containment equipment on- v L~
site and signage. Signature
j. Describe design measures that promote boat basin
Hushing or circulation and that reduce water quality
impacts. Basin shallower than receivin~* channel,
sloping bottom and uniform perimeter
k. What will the marina policy on overnight and live-
board dockage? No live aboards.
Is proposed work within city limits or planning
jurisdiction? Yes X No If
yes, give the name and address of the leaseholder.
c~ ~ o~
Date
~~yC~LOC~[~O
N/A
m. If the project is an expansion of an existing marina,
what types of services are currently provided'?
No
n. How many slips are now available? None.
t~~loreh~~~ ~lty DCM
Kc~ iscd U3/9i