20100740 Ver 1_CAMA Application_20100908

Beverly Eaves Perdue
Governor
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
James H. Gregson 2 0 1 0 0 7 4 0 Dee Freeman
Director Secretary
September 7, 2010 REA,
r' j
MEMORANDUM: L L ,
_ U
TO: Cyndi Karoly, Supervisor S} " 201
401 Oversight & Express Permits Unit ENRUWATER QUALr{y
Division of Water Quality-Surface Water Protection orr:?,n,et?a?pi
FROM: Doug Huggett, NC DENR-DCM Major Permits Coordinator
400 Commerce Ave., Morehead City, NC 28557 (Courier 11-12-09)
SUBJECT: CAMA/Dredge & Fill Major Permit Application Review
Applicant: , Scotts Hill Marina - (c/o: D. Chad Kimes, P.E.)
Project Location: 2570 Scotts Hill Loop Rd., adjacent to the AIWW & Middle Sound,
in Wilmington, NC, Pender Co.
Proposed Project: Applicant proposes to perform maintenance excavation within the
existing marina basin and access channel
Please indicate below your agency's position or viewpoint on the proposed project and
return this form by October 4, 2010. If you have any questions regarding the proposed
project contact Holley Snider [phone], when appropriate, in-depth comments with
supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended
changes are incorporated. See attached.
This agency objects to the project for reasons described in the
attached comments.
SIGNED DATE
400 Commerce Ave., Morehead City, NC 28557--3421
Phone: [phone] FAX: [phone] Intemet: www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer
NorthCarolina
Naturally
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Scotts Hill Marina
2. LOCATION OF PROJECT SITE: 2570 Scotts Hill Loop Road, adjacent to a man-made basin along the
Atlantic Intracoastal Waterway and Middle Sound, Pender County.
Photo Index - 2006: 22-7431 J,K,L,M- 6 2000: 22-280 K,L,M,N-5,6 1995: 22-263 K,L,M,N-4
State Plane Coordinates - X:726270.467 Y:63005.039
Latitude: 34°18'40.44690"N Longitude, 77043'56.89156"W
3. INVESTIGATION TYPE: CAMA/ D & F ROVER FILE # - P083015A
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit- 07-16-10
Applicant Present - No
5. PROCESSING PROCEDURE: Application Received - 07/07/10 08102/10(complete)
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Pender County
Land Classification From LUP - Urban Growth
(B) AEC(s) Involved: PTA, EW, ORW
(C) Water Dependent: Yes
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing - Private Sewer
Planned - N/A
(F) Type of Structures: Existing - Clubhouse, Marina with fixed and floating dockage, boat ramp
Planned - N/A
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION:
[AREA]
DREDGED FII I Fn nTHFR
(A) Vegetated Wetlands (Low Marsh)
(B) Non-Vegetated Wetlands
(Open water) 52,080 sq. ft.
(C) Other (Highground) 52,080 sq.ft.
(D) Total Area Disturbed: 52,080 sq. ft. (1.20 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SA ORW Open: No
8. PROJECT SUMMARY: The applicant proposes to perform maintenance excavation within the existing
marina basin and access channel.
Scotts Hill Marina
Page 2
9. PROJECT DESCRIPTION:
The project site is located at 2570 Scotts Hill Loop Road adjacent to a man-made basin along the
Atlantic Intracoastal Waterway (AIWW) and Middle Sound, in Pender County. To locate the
property from Market Street travel north on NC Highway17, turn right onto Scotts Hill Loop Road
and travel east approximately 2.5 miles. The project site will be located on the right. Scotts Hill
Marina is approximately 5.7 acres with approximately 1200 feet of shoreline frontage. The
highground ranges from 1to 10 feet above mean sea level and the shoreline is stabilized with
bulkhead. Existing manmade features on the project site include a concrete and gravel drive and
parking lot, marina clubhouse, bulkhead, boat ramp, and floating and fixed dockage. The existing
boat ramp is located at the western end of the boat basin and is approximately 40 feet wide. The
existing marina has perimeter floating docks along the shoreline of the boat basin and floating
dockage extending toward the AIWW. The marina currently provides dockage for 75 vessels. The
applicant has stated that 4 slips adjacent to the boat ramp and 6 slips located on the outer "-
head" floating dock are designated as transient slips and are not available for lease. The existing
water depths within the boat basin range from approximately -2.5 feet to -5 feet at NLW (see
Sheet 1 of 3). The existing boat basin ranges in width from 35 feet to 100 feet and extends into
the highground approximately 400 feet. The entrance channel is located south of the existing
floating dock and is approximately 60 feet wide and 350 feet long. The applicant has stated that
shoaling is occurring on the south side of the boat basin where the shoreline has not been
stabilized. The Scotts Hill Marina CAMA Major Permit # 196-84 was transferred to John
Bradshaw on May 8, 1987. CAMA Major Permit #196-84 did not authorize excavation within the
existing boat basin. However, CAMA General Permits #016792D, #017621D, and 6801D have
been issued for maintenance excavation within the boat basin and entrance channel. The existing
"L-head" floating dock is located approximately 200 feet from the edge of the federally maintained
USACE Navigation Channel. The adjacent riparian properties to the north and south are
developed single-family residences with docking facilities. There are no known archaeological
resources within the project area.
The Pender County Land Use Plan classifies adjacent waters as Conservation, and the adjacent
high ground portion of the project area as Urban Growth Area. The waters of the AIWW and
Middle Sound are classified SA-ORW by the Division of Water Quality. They are NOT designated
as a Primary Nursery Area by the N.C. Division of Marine Fisheries and they are OPEN to the
harvest of shellfish. The open water of the AIWW and Middle Sound is approximately 650 feet
wide at this location.
10. PROPOSED PROJECT:
The applicant proposes to perform maintenance excavation within the existing marina basin
and entrance channel. The dimensions of the proposed excavation would be irregular in width
due to the oscillating shoreline within the bbat`basin and the adjacent wetlands south of the
basin. The width of the dredge footprint would range from 30 feet to 100 feet. The total length
of the basin and entrance channel would be approximately 750 feet. Excavation would be
accomplished by barge mounted mechanical excavator. Excavated material would be placed
on the barge for dewatering and then transported to an existing spoil island located to the
Scotts Hill Marina
Page 3
south of the project site at the confluence of the AIWW and Nixon's Creek. The proposed
spoil location is a previously disturbed island consisting of approximately 0.8 acres. The
applicant has stated that a single access point to the upland spoil area would be located at the
deepest water access with a minimal amount of coastal marsh impact. The applicant has
stated that timber/wetlands mats would be utilized to transport material across any wetlands.
The existing access to the spoil island would require the applicant to transport material within
the existing USACOE 1,000 foot AIWW Easement. The applicant has not proved any
documentation authorizing the placement of spoil materials on this island and contends that
the island has no ownership. No changes to the docking system or reconfiguration of the
floating docks are proposed.
11. ANTICIPATED IMPACTS:
The proposed dredging would result in the excavation of approximately 52,080 square feet of
shallow bottom. The excavation of the basin by mechanical means will create steep side slopes
and subsequent sloughing, thereby potentially increasing the top width dimensions of the
proposed project. The applicant is proposing a 0.13% finished grade within the boat basin to
promote flushing. Approximately 1,924 cubic yards of spoils material would be generated from the
project and placed at an off-site spoil location. As proposed all spoil materials would be confined
landward of any regularly or irregularly flooded marsh. Temporary impacts, approximately 150
square feet, to wetlands can be expected where timber/wetland mats are used to transport
material. Short term increases in turbidity can be expected during dredging activity.
Submitted by: Holley Snider Date: 09/02/10 Office: Wilmington
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue, Governor James H. Gregson, Director Dee Freeman Secretary
Date 0/6 -0/? Name of Property Owner Applying for Permit:
.1 ,4,11 9,P M f dJI /
Mailing Address:
17114L Z6
It-el•?c-pw
I certify that I have authorized (agent) CQ ,? iJ pie- to act on my
behalf, for the purpose of applying for and obtaining all CAMA Permits necessary to
install or construct (activity) L) COG1^/G
at (my property located at) 5Co=,1'
This certification is valid thrill (date)
Owner Signature Date
400 Commerce Avenue, Morehead City, North Carolina 28557
Phone: [phone] FAX: [phone] Intemet: www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer - 50% Recycled 110% Post Consumer Paper
Chad Kimes, PE
104 Newton Road
Hampstead, NC 28443
910-470-4494
July 06, 2010
NARRATIVE
For
Scotts Hill Marina
Scotts Hill Marina (John Bradshaw/ B&M Holdings) is requesting to maintenance dredge
the existing boat basin from the existing boat ramp towards the Intracoastal Waterway
until a depth of 5'MLW is obtained. The dredging will tie into existing 6' MLW allowing
the boat basin to adequately flush. The basin will be dredged to a 0.13% grade.
The perimeter of the maintenance dredging is within traditional use and previous
dredging limits. Currently, the water depth ranges from 2' to 5' at NLW, which is
causing difficulty with certain size boats that have traditionally docked at this marina.
Most of the dredging will take place on the section that does not have a bulkhead. Some
shoaling is taking place from the Southern property.
Scotts Hill Marina has contacted Coastal Dredging to perform the dredging. Coastal
Dredging's method of dredging is with an excavator and a barge. This will limit the
impacts by not using hydraulic dredging.
The dredged material will be hauled to an island located approximately 2.1 miles south of
the site. The estimated amount of dredged material is 2,000 cubic yards. Unloading the
dredged material has also been located on the attached disposal area maps. Wetland mats,
approximately 50 feet, will be used in unloading the material at the disposal site. The
disposal site does not show any ownership per New Hanover County GIS. There is clear
evidence that spoils have been placed on this site in the past. We are requesting to use
this site for disposal of the spoils. As shown in the USACE maps, this island is within
their right-of way. However, the USACE does not show this as one of their approved
disposal areas. Like similar other approved projects, we are requesting the USACE to
allow us to utilize this site with the following conditions:
The project must include measures to ensure that the disposal of the dredged
material does not result in additional loss of marsh and include a plan to restore any
marsh inadvertently impacted during the process of spoil disposal. Per this letter, I
am offering the following as a special provision to the proposed project:
A single access point to the upland scrub/shrub spoil area will be located at the
deepest water access available with a minimal amount of coastal marsh impact.
Timber/wetland mats will be utilized to access the upland spoil area, which will
minimize the soil compaction and disturbance of the root mat. All work in ALe' p5_;
7 's t51f??;

Page 2, Scotts Hill Marina Narrative Continue,
coastal marsh will be conducted on the mats and they will be in place for the
minimum amount of time required to unload the spoils.
Although the root mat disturbance is not proposed or expected, the site will be
monitored for natural re-vegetation. If restoration of the vegetation is not apparent
after one growing season, Spartina Alternifloria will be transplanted from the
adjacent marsh at 3 foot centers. Harvesting of native transplant will be conducted
in a manner that will result in minimum impact to the native stand. The plant plugs
will be planted in an upright position and planting holes will be dug large enough
and deep enough to accommodate the entire root mass, preventing exposed roots.
Soil will be packed firmly around the entire root mass to prevent air pockets and
possible uprooting of the plants. Transplanting will be conducted during the
optimal growing season for coastal marsh, between April 15 and May 15.
Also, prior to beginning any dredge activities, the spoil disposal area shall be inspected
and approved by the Division of Coastal Management. Cama will be contacted within 30
days of spoil disposal.
This project will also be closely monitored by me and by Mr. Mason Herndon,
Environmental Consultant of my staff. All work will be done in accordance with the
plans and provisions. All wetlands will be delineated and fenced off appropriately.
There will be no coastal wetlands impacted with the proposed dredging of this project.
All dredging will be a minimum of 10' of any coastal wetlands.
I, Chad Kimes, as a duly Registered Professional Engineer in the State of North
Carolina, will be representing Scotts Hill Marina, and will personally oversee all of this
proposed work. I am also certified in Erosion & Sediment Control Level III-A and Level
III-B (#181, #204). If there are any additional questions, please contact me at 910-470-
4494.
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??to

ACM M?-1
APPLICATION for

Major Development Permit 2 010 0 7 4 0
(last revises 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
B & M Holdings Llc Project Name (if applicable)
Scotts Hill Marina
Applicant 1: First Name
John MI Last Name
Bradshaw
Applicant 2: First Name MI Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
2570 Scotts Hill Loop Road PO Box City
Wilmington State
NC
ZIP
28411 Country
us Phone No.
910 - 616 - 0629 ext. FAX No.
- -
Street Address (if different from above) City State ZIP
Email
2. Agent(Contractor Information
Business Name
Darian Chad Kimes, P.E. (Engineer/Consultant)
Agent/ Contractor 1: First Name
Chad MI Last Name
Kimes
Agent/ Contractor 2: First Name MI Last Name
Mailing Address
104 Newton Road PO Box City
Hampstead State
NC
ZIP
28443 Phone No. 1
910 - 470 -
4494 ext. Phone No. 2
- - ext.
FAX No. Contractor #
Street Address (d different from above) City State ZIP
Email
[e-mail]
<Form continues on back>
f '
z ?s
?,z` 1
Form DCM MP-1 (Page 2 of 5)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple) Street Address State Rd. #
Pender 2570 Scotts Hill Loop Road 1571
Subdivision Name City State Zip
N/A- Marina Wilmington- (Not in Limits) NC 28411-
Phone No. Lot No. (s) (if many, attach additional page with list)
N/A - - ext. N/A, ,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
Cape Fear River Basin Topsail/Middle Sound
c. Is the water body identified in (b) above, natural or manmade? d. Name the closest major water body to the proposed project site.
?Natural HManmade ?Unknown ICW
e. Is proposed work within city limits or planning jurisdiction? f. If applicable, list the planning jurisdiction or city limit the proposed
HYes HNo work falls within.
N/A
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
APX 1200 ft 5.7 Acres- 248,292 sf
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
N/A, NWL (normal water level)
(If many lot sizes, please attach additional page with a list) 11-10' ®NHW or ?NWL
e. Vegetation on tract
No Vegetation or wetlands on area to be dredged. Coastal wetlands found on tract.
f. Man-made features and uses now on tract
Marina, Clubhouse, multiple slips, boat ramp
g. Identify and describe the existing land uses adiacent to the proposed project site.
Residential
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
R-20C (Attach zoning compliance certificate, if applicable)
?Yes ?No HNA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ?Yes HNo
k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ?Yes HNo ?NA
If yes, by whom?
1. Is the proposed project located in a National Registered Historic District or does it involve a ?Yes HNo ?NA
National Register listed or eligible property?
<Forrn continues on next page>
m. (i) Are there wetlands on the site
(ii) Are there coastal wetlands on the site? HYes ?No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ?Yes HNo
(Attach documentation, if available)

Form DCM MP-1 (Page 3 of 5)
APPLICATION for
Major Development Permit
n. Describe existing wastewater treatment facilities.
Private Sewer
o. Describe existing drinking water supply source.
County Water
p. Describe existing storm water management or treatment systems.
N/A
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ®Commercial ?Public/Government
?Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
The purpose of this project is to maintenance dredge the existing boat basin, so there will be 5' of water at MLW. The use of
this facility is for boating and boat launching. Daily operations will be boating and boat lauching.
c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
There will be one excavator and one barge. Once excavated, the dredged material will be barged to an approved site.
Please see the attachment.
d. List all development activities you propose.
Maintenance dredge the existing boat basin to the existing width as shown on the attached plans to obtain 5' of water @
MLW.
e. Are the proposed activities maintenance of an existing project, new work, or both? Both
f. What is the approximate total disturbed land area resulting from the proposed project? 52,080 ®Sq.Ft or ?Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ?Yes ®No ?NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
NONE
i. Will wastewater or stormwater be discharged into a wetland? ?Yes ®No ?NA
If yes, will this discharged water be of the same salinity as the receiving water? ?Yes ?No [DNA
j. Is there any mitigation proposed? ?Yes ®No ?NA
If yes, attach a mitigation proposal.
<Form continues on back>
6. Additional Information
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) - (f) are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
i
All"

Form DCM MP-1 (Page 4 of 5) APPLICATION for
Major Development Permit
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name Mr. Bradley Benson
Phone No.
Address 3306 Whitfield Rd Chapel Hill NC 27514
Name Mr. William Lanier
Phone No.
Address 210 Simmons Drive Wilmington NC 28405
Name Mr. Henry Blake
Phone No.
Address 10565 US 17 Wilmington NC 28411
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
CAMA Office can not locate Major Permit. General Permit D16792-D- John Bradshaw 10-30-97
Cama Major- #196-84
h. Signed consultant or agent authorization form, d applicable.
i. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
7. 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 the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application is tr thful to the best of my knowledge.
Date July 06, 2010 Print Name Cha i es, E
-
Signature
0
Please indicate application attachments pertaining to your proposed project.,
®DCM MP-2 Excavation and Fill Information ?DCM MP-5 Bridges and Culverts
r:
?DCM MP-3 Upland Development
Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
Access Other
Channel Canal Boat Basin Boat Ramp Rock Groin Rock (excluding
(NLW or Breakwater shoreline
NWL stabilization
Length 760'
Width 30'-100'
Avg. Existing 1.5' to 5.0'
Depth NLW NA NA
Final Project '

Depth 5.0
NLW NA NA
1. EXCAVATION
a. Amount of material to be excavated from below NHW or NWL in
cubic yards.
2,000 cy NWL
c. (i) Does the area to be excavated include coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
?CW ?SAV ?SB
?WL ®None
(ii) Describe the purpose of the excavation in these areas:
Boating/Marina
2. DISPOSAL OF EXCAVATED MATERIAL
a. Location of disposal area.
Island 11,000' South of Marina
c. (i) Do you claim title to disposal area?
?Yes ®No ?NA
(ii) If no, attach a letter granting permission from the owner
e. (i) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
cWr other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
?CW ?SAV ?SB
?None
.t (ii) Describe the purpose of disposal in these areas:

3. SHORELINE STABILIZATION 11 N, ? $ 1.1
®This section not applicable
(If development is a wood groin, use MP-4 - Structures)
b. Type of material to be excavated.
Sand/Mud
?This section not applicable
d. High-ground excavation in cubic yards.
N/A
b. Dimensions of disposal area.
0.8 Acres
?This section not applicable
d. (i) Will a disposal area be available for future maintenance?
?Yes ®No ?NA
(ii) If yes, where?
(i) Does the disposal include any area in the water?
?Yes ®No ?NA
(ii) If yes, how much water area is affected?
z .,
a. Type of shoreline stabilization: b. Length:
[]Bulkhead ?Riprap []Breakwater/Sill []Other: Width:
c. Average distance waterward of NHW or NWL: d. Maximum distance waterward of NHW or NWL:
e. i ype or staomzauon matenar
f. (i) Has there been shoreline erosion during preceding 12
months?
[]Yes ?No ?NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill Riprap
Breakwater/Sill Other
i. Source of fill material.
h. Type of fill material.
4. OTHER FILL ACTIVITIES 0This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? []Yes ?No ?NA b. (i) Will fill material be placed in coastal wetlands/marsh (CW),
If yes,
(ii) Amount of material to be placed in the water
(iii) Dimensions of fill area
(iv) Purpose of fill
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
?CW ?SAV ?SB
?WL []None
(ii) Describe the purpose of the fill in these areas;
5. GENERAL
a. How will excavated or fill material be kept on site and erosion
controlled?
Silt Fence, graded, seeding
c. (i) Will navigational aids be required as a result of the project?
[]Yes ®No ?NA
(ii) If yes, explain what type and how they will be implemented.
b. What type of construction equipment will be used (e.g., dragline,
backhoe, or hydraulic dredge)?
Excavator, Barge, Bobcat
d. (i) Will w tl nds be crossed in transporting a uip nt to project
site? Yes 4RNp ? IA l- 471aD'20l,0
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
7? d? C8? TY / fist. S? -
7/6/2010
plica ig
Date
Scotts Hill Marina
Project Name
Chad Kimes, PE
plicant Name

.! > Jlj

Form DCM MP-4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
1. DOCKING FACILITY/MAR/NA CHARACTERISTICS []This section not applicable
a. () Is the docking facility/marina: b. () Will the facility be open to the general public?
®Commercial ?Public/Govemment []Private/Community []Yes ONo
R'ICt4'T ,(59??7-
C. (i) Dock(s) and/or pier(s)
(ii) Number
(iii) Length
(iv) Width
(v) Floating []Yes ?No
e. (i) Are Platforms included? []Yes ONo
If yes:
(h) Number
(ii) Length
(iv) Width
(v) Floating []Yes []No
Note: Roofed areas are calculated from dnpline dimensions.
g. (i) Number of slips proposed
8
(ii) Number of slips existing
68
d. () Are Finger Piers included? OYes []No
If yes:
(ii) Number 4
(ii) Length 20'
(iv) Width 2-
(v) Floating OYes ?No
f. (i) Are Boatlft induded? []Yes []No
If yes:
(i) Number
(iii) Length
(iv) Width
h. Check all the types of services to be provided.
? Full service, including travel lift and/or rail, repair or
maintenance service
[] Dockage, fuel, and marine supplies
® Dockage (wet slips') only, number of slips: 8
[] Dry storage; number of boats:
? Boat ramp(s); number of boat ramps:
[] Other, Please describe:
i. Check the proposed type of siting:
? Land cut and access channel
®OPen water, dredging for basin and/or channel
[]Open water, no dredging required
[]Other, please describe:
k- Typical boat length: 14-40'
M. (i) Will the facility have tie pilings?
OYes ?No
(ii) If yes number of be pilings?
16
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
Oven runabout and mixed
I. (i) Will the facility be open to the general public?
[]Yes ®No
b jump
5LIPS 81V
2. DOCKING FACILITY/MARINA OPERATIONS 0This section not applicable
:AMF 5 IA

a. Check each of the following sanitary facilities that will be included in the proposed project.
O Office Toilets a"! I
O Toilets for patrons; Number. Location:
O Showers
O Boatholding tank pumpout; Give type and location:
b. Describe treatment type and disposal location for all sanitary wastewater.
WA
c. Describe the disposal of solid waste, fish offal and trash.
Boat Owner responsible
d. How will overboard discharge of sewage from boats be controlled?
n/a
e. () Give the location and number of 'No Sewage Discharge' signs proposed.
n/a
(i) Give the location and number of'Pumpout Available' signs proposed.
n/a
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
n/a
g. Where will residue from vessel maintenance be disposed of?
n/a
h. Give the number of channel markers and 'No Wake' signs proposed. n/a
i. Give the location of fuel-handling facilities, and describe the safety measures planned to protect area water quality.
n/a
j. What will be the marina policy on overnight and five-aboard dockage?
None
k. Describe design measures that promote boat basin flushing?
N/A
I. If this project is an expansion of an existing marina, what types of services are currently provided?
This is adding 8 additional slips to the existing 68
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
OYes ONo
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
OYes ONo
o. Is the mannaldoc king facility proposed within or adjacent to coastal wetlandsJmarsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
OcW OSAV OSB
OWL ONone
? V, ?/

p. Is the proposed marina/docking facility located within or within dose proximity to any shellfish leases? OYes ONo
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
3. BOATHOUSE (including covered lifts) ®This section not applicable
a. (i) Is the boathouse structure(s): .
OCommercial OPublictGovemment ?Private/Community
(ii) Number
(ii) Length
(iv) Width
Note: Roofed areas are calculated from dripflne dimensions.
4. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP-2, Excavation and Fill.) C9 This section not applicable
a- () Number
(i) Length
(ii) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.) ®This section not applicable
a- Length b_ Average distance from NHW, NWL, or wetlands
c. Maximum distance beyond NM, NWL or wetlands
6. MOORING PILINGS and BUOYS ®This section not applicable
a. Is the structure(s):
OCommercial OPublictGovemment OPrivate/Community
C- Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present
e. Arc of the swing
T. GENERAL
a. Proximity of structure(s) to adjacent riparian property lines
100' from North and 140' from South
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)
b. Proximity of structure(s) to adjacent docking facilities.
140'
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
50'
e. (i) Will navigational aids be required as a result of the project?
OYes ONo ONA
(ii) If yes, explain what type and how they will be implemented.
d. Water depth at waterward end of structure at NLW or NWL.
5.0 NLW
8. OTHER 0 This section not applicable

a. Give complete description:
05/25/2010
Date
Project Name
Chad Kimes, PE
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