20071357 Ver 2_CAMA Application_20080822

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NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor James H. Gregson, Director William G. Ross Jr., Secretary
August 21, 2008 ag @1 9 N
MEMORANDUM: AUG 2 2 2008
OS AND ST tOROATER BRANCM
TO: Cyndi Karoly, Supervisor *UM
401 Oversight & Express Permits Unit
Division of Water Quality-Surface Water Protection
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: Mill Creek Waterway Restoration, Inc.
Project Location: in Horne Creek, within the Mill Creek Complex, adjacent to the AIWW, in
Hampstead, Pender County
Proposed Project: to dredge within Horne Creek, in Pender County
Please indicate below your agency's position or viewpoint on the proposed project and return
this form by September 14, 2008. If you have any questions regarding the proposed project,
contact Heather Coats at [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
127 Cardinal Drive Ext., Wilmington, North Carolina 28405-3845
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer - 50% Recycled 110% Post Consumer Paper
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Mill Creek Waterway Restoration, Inc.
2. LOCATION OF PROJECT SITE: The project site located in Horne Creek, within the Mill Creek complex,
adjacent to the AIWW, in Hampstead, Pender County.
Photo Index -2006: 27-6597: Q 19, P-Q 20, O 21 1995: 22-266: A-E 6 1984: 18-237: B-C 14, A-13 15
State Plane Coordinates - X: 220445 Y: 2388030
Lat: 34°20'55.63844" N Long: 77°42'52.16030" W
3. INVESTIGATION TYPE: CAMA / Dredge & Fill ROVER FILE #: Q071713A
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 7/17/08
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received - Complete on 8/11/08
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Pender County
Classification From LUP - Conservation
(B) AEC(s) Involved: PT, EW, ES
(C) Water Dependent: Yes
(D) Intended Use: Public (New Dredging)
(E) Wastewater Treatment: Existing -
Planned - N/A
(F) Type of Structures: Existing - Single-family homes and docks/piers.
Planned - To dredge within Horne Creek.
(G) Estimated Annual Rate of Erosion: N/A Source - N/A
7. HABITAT DESCRIPTION: [AREA]
DR FDGFD FTT .T .FTC OTT4F.R
(A) Vegetated Wetlands
(B) Non-Vegetated Wetlands - (open water) 21,050 sq. ft.
shallow bottom
(C) Other- High ground 5 acres
(Spoil Disposal)
(D) Total Area Disturbed: -5.48 acres
(E) Primary Nursery Area: No (Secondary)
(F) Water Classification: SA Open: No
8. PROJECT SUMMARY: The applicant is proposing to dredge within Horne Creek in Pender County.
127 Cardinal Drive Ext., Wilmington, North Carolina 28405-3845
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer -50% Recycled 110% Post Consumer Paper
Mill Creek Dredging Major Mod- CAMA/D&F Permit
Page Two
9. PROJECT DESCRIPTION:
Mill Creek is a tidal creek located in Pender County, west of the Atlantic Intracoastal Waterway (AIWW) and
north of Futch Creek. Several man-made and natural canals extend off Mill Creek, nearly all of which have been
dredged at one point. The Mill Creek complex is adjacent to four residential subdivisions: Long Point Estates,
Washington Acres, Deerfield, and Water's Edge at Deerfield. The project site for this application is Horne
Creek located in the Washington Acres subdivision. To access Horne Creek from Wilmington, take US Hwy 17
N. Travel approximately 11 miles to Hughes Road. Turn right onto Hughes Road and travel approximately 1.5
miles to the intersection of Hughes Road and Center Drive. Continue on Hughes Road and he end of Horne
Creek will be located around the curve on the left. (You will be driving parallel to the creek for approximately
0.5 miles prior to reaching this point.) The adjacent highground is zoned residential, and a many of the
homesites in the project area have already been developed. Several properties adjacent to the creek also have
existing boat docks.
State Permit # 175-07 was issued to the Community Creek Front POA, Waters Edge at Deerfield, Long Point
Estates on December 17, 2007 authorizing the maintenance dredging of Mill Creek, Deep Water Branch,
Water's Edge Canal, Short Circle Inlet Drive Canal, Battery Lane Inlet, Grady Scott Canal, Long Point Estates
Canal and the first section of Horne Creek. Maintenance dredging of the man-made extension of Horne Creek
was originally proposed as part of this application, but shallow water depths in the adjacent natural area (which
has never been dredged) rendered it inconsistent with 07H .0208(b)(1), which states, "any canal or boat basin
shall be excavated no deeper than the depth of the connecting channels". The applicant chose to withdraw this
portion of the proposed project. The original permit did authorize dredging of approximately 2,700 linear feet of
Horne Creek and its side channel, located south of the main channel, near the mouth of the creek.
Highground vegetation in the vicinity of the project area is primarily composed of lawn grasses, Oak (Quercus
spp.) and ornamental plants. Wetland vegetation consists primarily of Smooth Cordgrass (Spartina alterniflora).
The following species can also be found landward of the Cordgrass, in the transition area to uplands: Sea Oxeye
(Borrichia frutescens,) Grounsel-bush (Baccharus halimifolia), Spike Grass (Distichlis spicata), Glasswort
(Salicornia spp.), Sea Lavender (Limonium sp. ), Salt Meadow Grass (Spartina patens).
The spoil site approved under the original permit is located approximately 1 '/z miles north of Mill Creek. It is a
privately owned island identified as "AIW_U_0205" on USACE Map # "sawgis-06-124". The dike system on
the island authorized to contain the spoil material from the previously permitted project is currently under
construction.
The waters of the Mill Creek adjacent to the project site are classified as SA by the North Carolina Division of
Water Quality. They are designated as a Secondary Nursery Area by the North Carolina Division of Marine
Fisheries, and they are CLOSED to the harvest of shellfish. The waters of the AIWW adjacent to the
spoil site are also classified as SA-ORW by the North Carolina Division of Water Quality. They are ARE
designated as a Primary Nursery Area (PNA) by the North Carolina Division of Marine Fisheries, and they are
OPEN to the harvest of shellfish.
127 Cardinal Drive Ext., Wilmington, North Carolina 28405-3845
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer - 50% Recycled 110% Post Consumer Paper
Mill Creek Dredging Major Mod- CAMV/D&F Permit
Page Three
PROPOSED PROJECT:
The applicant is proposing to excavate both the natural section of Horne Creek and its man-made extension.
Again, the natural section has never been dredged. It is approximately 425' in length and measures
approximately 20-25' in width as measured from edge of marsh to edge of marsh. Current water "depths" range
from +0.1 to +1.6' at Mean Low Water (MLW). The proposed channel would measure 10' in width, excavated
to a final project depth of -4' at MLW. The use of either an auger-syle hydraulic dredge or a hydraulic agitation
submersible pump-style dredge is proposed within the natural area to reduce indirect impacts to adjacent marsh
vegetation associated with conventional dredge equipment. According to the description in the narrative, both
types of equipment measure less than 9' in width and 40' in length and can only dig within the beam of the
barge. The applicant also proposes to excavate the connecting man-made "extension" of the creek using the
more typical cutterhead hydraulic dredge. As proposed, the dimensions of excavation would measure 670 feet in
length, 25' in width. It would be dredged to a final project depth of -4' at MLW.
According to the applicant, there are physical constraints on the distance the smaller dredge equipment can
feasibly pump the dredged material. Therefore, the applicant is proposing that the dredged material within the
natural area (be pumped into the suction pipe of the larger dredge (with which it would work concurrently). As
proposed, the excavated material would then be transferred to the spoil site through the larger dredge. According
to the applicant, the smaller dredge moves approximately 4.0 cfs (cubic feet per second), while the larger dredge
handles 9.0 cfs. Therefore, the narrative states the higher suction rate of the larger dredge would preclude the
likelihood of spoil leakage from the smaller dredge (Please refer to the narrative for a more detailed explanation
of the proposed material transfer.)
The same spoil site approved under the original permit would be used for the excavation proposed under this
modification request. The volumes identified in the original permit included the material volumes from the
Horne Creek extension and also allowed for overage as a buffer. Approximately 900 cubic yards of additional
material would be excavated from the dredging of the "natural" section of Horne Creek. It appears that the
approved dike design would still accommodate this additional spoil material.
As permitted, 1,750 linear feet of levees are currently under construction at the disposal site to an elevation of
+15' NGVD and with an internal elevation of +5 feet NGVD (for a dike height of approximately 10 feet). It was
estimated that the dike-enclosed area would have a spoil capacity of approximately 33,000 cubic yards. The
excavated volume for the previously permitted project totaled an estimated 27, 019 cubic yards. The total
estimated excavation volume for the modification would be approximately 3,900 cubic yards. The total project
volume including the permitted activity would be 28,609 cubic yards.
A maximum fill elevation of +11' NGVD and maximum water level of +13' NGVD is still proposed. (Please
note that the spoil site plans labeled DA1-5 of 5 are at half scale.) The applicant states the total volume
proposed under this modification still falls within the volume approved by the USACE under their approved
consent agreement (see attached email from Justin Arnette of the US Army Corps of Engineers).
Additionally, the applicant proposes to transfer the CAMA major permit #175-07 from Community Creek Front
POA, Water's Edge at Deerfield, Long Point Estates, to the current applicant, Mill Creek Waterway Restoration
Inc. Check number 3162, in the amount of $250 ($100 for the permit transfer and an additional $150 owed for
the application fee) has been submitted for the permit transfer.
127 Cardinal Drive Ext., Wilmington, North Carolina 28405-3845
Phone: [phone] \ FAX: [phone] \ Internet: www.nccoastalmanagement.net
An Equal Opportunity \ Affirmative Action Employer -50% Recycled \ 10% Post Consumer Paper
Mill Creek Dredging Major Mod- CAMA/D&F Permit
Page Four
10. ANTICIPATED IMPACTS
The proposed excavation would disturb approximately 21,050 ft.z (0.48 acres) of shallow bottom. The dredging
operation would likely result in a temporary increase in turbidity. The spoil disposal would not result in
any additional highground disturbance as is would be placed in the previously authorized diked area. Provided the
project is timed to avoid periods of peak biological activity, no long-term adverse impacts are anticipated on shallow
bottom from the dredging activity. Coastal wetlands could potentially be adversely impacted due to the proximity of
the excavation to the marsh and resultant sloughing.
Submitted by: Heather Coats Date: August 15, 2008 Office: Wilmington
127 Cardinal Drive Ext., Wilmington, North Carolina 28405-3845
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer - 50% Recycled 110% Post Consumer Paper
Mill Creek Dredging Project
Modification to NCDCM Permit # 175-07
"Horne Creek Extension"
Purpose:
The purpose of this permit modification is to add the area referred to as the "Horne Creek
Extension" to the existing Mill Creek Maintenance Dredging Project Permit
NCDCM# 175-07 and to change the name of the permittee to Mill Creek Waterway
Restoration, Inc. The channel has shoaled to depths that limit navigation to smaller boats
and then only during high tide periods. The channel historically (over 20 yrs) has been
used for navigation and currently 6 of the 10 properties on the channel have existing
docks.
The Horne Creek Extension (HCE) is a channel approximately 1100 feet long. The first
425 feet is a natural 20'-25' wide channel and the upper portion is a manmade basin 670
feet long and approximately 60' wide. Existing depths range from 1.6' to -1.0' mean low
water as referenced to the USACE MLW datum plane. Although bottom elevations
within the dredge area are above the MLW plane, significant shoaling has reduced the
tidal hydraulics and the area currently ponds a minimal amount of water throughout the
tide cycle.
RECEIVED
Mill Creek Dredging Project Description OCM WItrageq 109 NC
AUG 1 1 2008
Because the initial application for the Mill Creek Project was for maintenance dredging
only, the upper man-made portion of the HCE was included, but the natural channel was
not. The permit review process indicated that without dredging the natural connecting
channel, dredging the man-made portion of the HCE would result in a violation of the use
standards requiring that channels "...be excavated no deeper than the depth of connecting
channels." (NCAC T15A 07H.0208(b)(1)(F)). Based on discussions with various
regulatory representatives, the HCE was removed from the initial application to prevent
possible delay or denial of the permit application for the entire maintenance project. The
original plan was to perform the project during the 2007/2008 dredge season and it was
thought that the natural channel would likely be considered new work rather than a
maintenance activity and could have prevented the permit from being issued in a timely
fashion. The Applicants were advised that it would be best, to apply for the HCE area
separately or as a modification to the dredging permit once granted.
Proposed Activities:
This modification request proposes to add approximately 3,900 cubic yards of dredging
from 1,100 linear feet channel, to the existing dredging permits obtained by the Mill
Creek Waterway Restoration Project Inc. (MCWRI). The channel proposed would be
excavated 10 ft wide in the natural channel area and 25 ft wide in the manmade basin
area. The channels would be excavated to a depth of 4.0' MLW. The spoils would be
conveyed to the USACE Disposal Island DA 205 by hydraulic pipeline. MCWRI has a
current and active Consent Agreement with the USACE to restore DA 205 and place
approximately 27,000 cubic yards of material in the disposal area. The total of all
activities would be in compliance with the CA. The project design is shown in the
attached permit drawings.
Existing Conditions & Environmental Concerns:
As stated earlier the Horne Creek Extension channel is a narrow natural channel and
manmade basin, surrounded by old growth spartina alternaflora that has shoaled to depths
of less than 1.0 ft MLW in recent years. The shoal material throughout this channel is
very soft mud that has a "weight of rod" consistency. The material within the channel
does not appear to provide any structural stabilization for the adjacent marsh which has a
substantially stiffer substrate. Investigations during the initial planning phase did not
indicate significant shellfish resources within the proposed dredge template and during
subsequent bathymetric and topographic surveys, no significant shellfish resources were
noted. The area is designated a Secondary Nursery Area by NCDMF. Dredging of the
HCE appears to fall within both the general and specific use standards for public trust
areas (NCAC T15A:07H.208).
Both through field evaluation and consultation with the regulatory agencies, the primary
environmental concern with this permit modification is the potential for direct impacts on
the adjacent marsh due to dredging activities. There is a concern that due to the winding
shape of this channel that the length, beam, and swing radius of even the smallest
RECEIVED
Mill Creek Dredging Project Description DCM WILMINGTON, NC Page 2 of 5
AU G 1 1 2008
conventional hydraulic dredge would resulting unavoidable impacts to the marsh as it dug
the natural channel. The smallest cutterhead hydraulic dredges require the channel cut to
be a minimum of 16 ft wide in order to operate properly. In order to minimize the
potential for impacts to existing marsh, NCDCM and NCDMF typically use a
standardized permit condition stating " No excavation shall take place within 10 feet of a
coastal marsh." However, within the natural channel portion of the HCE, this condition
would preclude any excavation, as the channel is only 20 ft wide in some places.
In order avoid impacts to the marsh, while still restoring the channel to navigable
conditions, the applicant is proposing the following design and permits conditions. The
applicant is proposing to limit the type of dredging equipment the contractor will be
allowed to be use in the natural channel area. Specifically, the equipment would be
limited to either an auger style hydraulic dredge (Figure 2) or a hydraulic agitation
submersible pump (Figure 3).
a
Figure 3 Agitation Style Dredge
RECEIVED
M WILMINGTON, NC
AUG 1 1 2008
Mill Creek Dredging Project Description Page 3 of 5

Both styles of dredges are extremely compact (Length < 40' and Width < 9'). Both types
of dredges are able to dig within a 10' wide channel footprint and are only capable of
digging directly under the barge and cannot dig sideways beyond the beam of the barge.
This eliminates the possibility of dredging material out from under the marsh root mat.
Additionally, both of these types of dredges are designed primarily to dredge soft
material. Although they are capable of dredge hard packed sandy material, they do so
very inefficiently, making them an environmentally beneficial alternative when working
in close quarters with the marsh fringe.
Construction Logistics:
From a construction standpoint, the main concern with utilizing these smaller machines
on this particular project is horsepower. The Horne Creek Extension area is located
approximately 14,000 ft from the planned disposal area. In the areas currently permitted,
it is expected that a 370 hp dredge pumping though either 10 or 12 in. pipeline will be
utilized. This dredge will require at least one, possibly two, 370 hp booster pump(s) in
order to move material to the disposal site efficiently. The dredges proposed for the HCE
natural area have a maximum of 175 operating horsepower and a maximum discharge
line of 8 in. Pumping this distance on 8 in. line would require 3 booster pumps and would
result in exceedingly high pressure in the line and an unacceptable risk of pipeline leaks
or failure. In order to minimize this risk and make the job as efficient as possible, the
applicant proposes that the small dredge digging the natural area place the end of the
discharge pipe directly into the suction pipe of the larger dredge. This will allow the
larger dredge to pump the dredged slurry and pick up additional water needed to maintain
flow velocities within the larger diameter pipe. Although a somewhat open connection,
the potential for leakage at this connection is minimal, as the larger 12 inch dredge moves
approximately 9.0 cfs (cubic feet per second) of slurry while the smaller dredge is only
capable of 4.0 cfs. Essentially the large dredge and its booster pump would both be
acting as boosters for the smaller dredge. It is anticipated that activities associated with
dredging the HCE natural area would take less than one week to complete. Figure 4 and
Figure 5 show rough schematics of the connection between the to dredges.
Once the HCE natural area is complete, the smaller dredge would be taken offline. The
Main Dredge would then be floated into the manmade portion of the HCE to complete
the dredging operations. Total estimated time to complete this area is approximately
three to five days.
RECEIVED
DCM WILMINGTON, NC
AUG 1 1 2008
Mill Creek Dredging Project Description Page 4 of 5

NOT TO SCALE
Figure 4 - Dredge Operations Schematic for the
Horne Creek Extension
,--?
Discharge t0
Di5pO5al Area
11
Additioned water
DREDGE INTAKE
RECEIVED
DCM WILMINGTON, N
Figure 5 - Dredge Pipe Connection Schematic AUG 1 1 2008
Mill Creek Dredging Project Description Page 5 of 5
01- 135'1 V 2
ICE mr-1 APPLICATION for
Major Development Permit
(last revised 12/27/06)
yT. -
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North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Mill Creek Waterway Restoration, Inc. Project Name (if applicable)
Horne Creek Extension - Mod. to Mill Creek Dredging Project
Applicant 1: First Name
Stuart MI Last Name
Mossman
Applicant 2: First Name MI Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
411 Hughes Road PO Box City
Hampstead State
NC
ZIP
28443 Country
USA Phone No.
910 - 270 - 3133 ext. FAX No.
- -
Street Address (if different from above) City State ZIP
Email
[e-mail]
2. Agent/Contractor Information
Business Name
Gahagan & Bryant Associates, Inc.
Agent/ Contractor 1: First Name MI Last Name
Chris L Gibson
Agent/ Contractor 2: First Name MI Last Name
Mailing Address PO Box City State
295-A North Green Meadows Drive Wilmington NC
ZIP Phone No. 1 Phone No. 2
28405 910 - 313 - 3338 ext. 910 - 279 - 4777 ext.
FAX No. Contractor #
910 213 6822
Street Address (if different from above) City State E
Email D 19 U1111 N JUL 1 1 2008
clgibson@g nc.com
AUG 2 2 2008
DENR - WATER QUALITY
WETLANDS AND STORMWATER BW4CH
DCM WILMINGTON, NC
<Form continues on back>
252-808-2808 .. 1-888-4RCOAST .. www.nccoastaimanagement.net
Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple) Street Address State Rd. #
Pender Hughes Road
Subdivision Name City State Zip
Washington Acres Hampstead NC 28443-
Phone No. Lot No.(s) (if many, attach additional page with list)
910 - 270 - 3133 ext.
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
Cape Fear Mill Creek
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 ®Manmade ?Unknown AIWW
e. Is proposed work within city limits or planning jurisdiction? f. If applicable, list the planning jurisdiction or city limit the proposed
?Yes El No work falls within.
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
1,100 ft 18,550 sf of navigation channel
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
NA, NWL (normal water level)
(If many lot sizes, please attach additional page with a list) -3 ®NHW or ?NWL
e. Vegetation on tract
None
f. Man-made features and uses now on tract
670 ft long man made canal
g. Identify and describe the existing land uses adjacent to the proposed project site.
Residential
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
NA (Attach zoning compliance certificate, if applicable)
?Yes ?No ®NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ?Yes ®No
k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ?Yes ®No ?NA
If yes, by whom?
1. Is the proposed project located in a National Registered Historic District or does it involve a ?Yes
National Register listed or eligible property?

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DCM WILMINGTON, NC
252-808-2808 „ 1-1388-4RCOA T ,. www.nccoastaimanagement.net
Form DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ®Yes ?No
(ii) Are there coastal wetlands on the site? ®Yes ?No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ®Yes ?No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
Private Septic Systems
o. Describe existing drinking water supply source.
Private Wells
p. Describe existing storm water management or treatment systems.
NA
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.
Provide water access to existing boating docks
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.
Hydraulic Dredge (Please see attached project description for methodology details )
d. List all development activities you propose.
Dredging of Approximately 3,900 cy of sediment from existing channels
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? 0.48 ?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.
Overflow water from disposal island #205 discharge pipe (NCDENR Permit #175-07) during dredging operations.
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 ®NA
j. Is there any mitigation proposed? i
?
?Yes ?No ®
If yes, attach a mitigation proposal. ?
?
E
<Form continues on back> AUG 2008
1;" ?I? tt. `Jrt 0N.\tl ,
952-303-2306 .. t- S3d4Rt OAST ? w.r?c s si t a n= nt. t
Form DCM MP-1 (Page 4 of 4) APPLICATION for
Major Development Permit
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) - (0 are always applicable to any major development application. Please consult the application
instruction booklet on how to property 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.
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 NA - Adjacent Property owners are permitees on permit for which this application is Phone No.
a modification
Address
Name Phone No.
Address
Name Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
NCDENR 175-07; Community Creek Front POA, Waters Edge
at DeerField; Decemebr 12, 2007
Consent Agreement DACW21-9-07-6136; Mill Creek Waterway
Restoration, Inc.; October 17, 2007
h. Signed consultant or agent authorization form, if 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 truth Jul to the best of my knowledge.
Date 7/8/08_(revised 7/31/08) P in ame istian L Gibs , PE
Signature
Please indicate application attachments pertaining to your proposed project. RECEIVED
®DCM MP-2 Excavation and Fill Information ?DCM MP-5 Bridges and Culverts
?DCM MP-3 Upland Development
?DCM MP-4 Structures Information
AUG 2008
CCM WILMINGTON, NC
232-303-2303 „ 1-833-4 C ST yvuvnr.snWw? al as ?z rs ,net
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
(NLW or Canal Boat Basin Boat Ramp Rock Groin Rock
Breakwater (excluding
shoreline
NWL) stabilization)

Length 430 ft, 670 ft
Width 10 ft, 25 ft
Avg. Existing 0.0,+0.8 NA NA
Depth MLW
Final Project 4.0 MLW NA NA
Depth
1. EXCAVATION ?This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards. Silty sand, Mud
3,900
c. (i) Does the area to be excavated include coastal wetlands/marsh d. High-ground excavation in cubic yards.
(CW), submerged aquatic vegetation (SAV), shell bottom (SB), 0
or other wetlands (W L)? 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:

2. DISPOSAL OF EXCAVATED MATERIAL ?This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
USACE Disposal Island DA #205 @ Mud Creek & AIWW +!- 5 Acres
c. (i) Do you claim title to disposal area? d. (i) Will a disposal area be available for future maintenance?
?Yes ?No ENA ®Yes ?No ?NA
(ii) If no, attach a letter granting permission from the owner. (ii) If yes, where?
DA 205
e. (i) Does the disposal area include any 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 disposal in these areas:
f. (i) Does the disposal include any area in the water?
?Yes ®No ?NA
(ii) If yes, how much water area is affected?
r i?lc/"1tr!1 ?1C!
OCM WILMINGTON, NC
252-808-2808 :: 1-888-4RCOAST :: www.necoastaimanagement.net revised. 12!26i06
Form DCM P-2 (Excavation and Fill, Page 2 of 3)
3. SHORELINE STABILIZATION ®This section not applicable
(If development is a wood groin, use MP-4 - Structures)
a. Type of shoreline stabilization:
[]Bulkhead ?Riprap []Breakwater/Sill []Other:
c. Average distance waterward of NHW or NWL:
e. Type of stabilization material:
g. Number of square feet of fill to be placed below water level
Bulkhead backfill Riprap
Breakwater/Sill Other
i. Source of fill material.
b. Length:
Width:
d. Maximum distance waterward of NHW or NWL:
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.
h. Type of fill material.
4. OTHER FILL ACTIVITIES ®This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? []Yes ?No ?NA b.
If yes,
(ii) Amount of material to be placed in the water
(iii) Dimensions of fill area
(iv) Purpose of fill
(i) Will fill material be placed in coastal wetlands/marsh (CW),
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (W L)? If any boxes are checked, provide the
number of square feet affected.
?CW []SAV ?SB
OWL []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 b. What type of construction equipment will be used (e.g., dragline,
controlled? backhoe, or hydraulic dredge)?
Disposal will be in a confined disposal area (CDF) with a levee. hydraulic dredge
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.
d. (i) Will wetlands be crossed in transporting equipment to project
site? ®Yes ?No ?NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
Access to the CDF limited to the area with minimal (<20ft) fringe.
occampru
7/8/08
Date
Horne Creek Extension - Modification to MITI Creek Dredging
Project
Project Name
Mill Creek Waterway Restoraf n, Inc. JVL 1 1 2008
Applicant [Jafne
INGTOW NC
Applicant Signature
252-808-2808 :: 1-888-4RCOAST :: www,nccoast aimanpnement.net revised: 12/26/06
This map was produced for illustrative purposes as a general guide to
assist the public. Informational data used for this map were collected _
from federal, state, county, and private organizations. While every
effort is made to keep this map accurate and up-to-date, it is not
intended to replace any official source. Under no circumstances shall the
State of North Carolina be liable for any actions taken or omissions made
from reliance on any information contained herein from whatever source nor
? t
t - shall the State be liable for any other consequences from any such reliance.
f .. 1
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MILL CREEK DREDGING PROJECT Notes: Gabagan & Bryant Associates
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Connecting channel surveyed by Gahagan do Bryant Assoc.
Dwg Date: 05/01/08 (
Horizontal Datum: North Carolina State Plane NAD83
Horne Creek Modification Request Vertical Datum: Mean Low Water (MLW) Survey Date: 07/19/07
NCDCM Permit #175-07 MHW Drawn By: AML Checked By: CLG
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Mill Creek Dredging Project
Mill Creek Dredging Project, Inc.
Disposal Site
PLAN VIEW
Notes:
Survey collected by Gahagan & Bryant Associates, Inc.
In May 2007 and represent conditions at that time.
Horizontal Datum: North Carolina State Plane NAD83
Vertical Datum: NGVD 1929
Aerial Photo: Ponder County 2004
Permit Plans
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MILL CREEK DREDGING PROJECT Notes:
t? Gahagan&Bryant Assoclates
295-A North Groan Meodm Drne
Horne Creek Ext. survey performed by McKim & Creed ° WiWgjton, NC 2M 910.313.3338
Pender County, North Carolina Connecting channel surveyed by Gahagon do Bryant Assoc.
Dwg Date: 05/01/08

Horne Creek Modification Request Horizontal Datum: North Carolina State Plane NAD83
Vertical Datum: Mean Low Water (MLW)
Survey Date: 07/19/07
NCDCM Permit #175-07 Drawn By: AML Checked By: CLG
NGVD 1929 PERMR
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Drawing Name: Home Creek
Dredge Area - Cross Section View 1.54 ft
MEAN LOW WATER
Scale: As Shown Sheet 4 of 4