20110825 Ver 1_CAMA Application_20110901

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue James H. Gregson Dee Freeman
Governor Director 2.0 1 1 0 82 5 Secretary
August 25, 2011
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Project Location:
Karen Higgins
Division of Water Quality
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Doug Huggett
Major Permits Processing Coordinator
CAMA/DREDGE & FILL Permit Application Review
Blue Treasure LLC. (Beaufort East Village Ph I)
Carteret County, Lennoxville Rd., along Taylor's and Turners Creek, in the
Town of Beaufort.
Proposed Project: Proposes high ground development which consists of jurisdictional wetland
removal and fill, culvert replacement, retaining walls, and all required
infrastructure.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
September 14, 2011. If you have any questions regarding the proposed project, please contact Heather
Styron, Permit officer 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
400 Commerce Ave., Morehead City, NC 28557 One
Phone: [phone] FAX: [phone] Internet: www.nccoastaimanagement.net NortthC/ar/olliina
An Equal Oppcrturity x Affirmative Action Emplover ?L6 a?lll ?tLb J
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Blue Treasure LLC (Beaufort East Village Phase 1)
2. LOCATION OF PROJECT SITE: Lermoxville Rd along Taylors Creek and Turners
Creek, in Beaufort, Carteret County.
Photo Index - 2006: 42-6407 grids W (12-14 & 19-24), X (12-24), T (21), S (21),
U (21), V (19-24)
41-8032 grids A (2-10 & 12), B (1-9 &10-12), C (2-4 & 6-12),
D (1-2 & 6-12), E (1-2 & 4-13), F (1-3 & 5-13),
G (1-3 & 5-13), H (1-3 & 5-13),1 (1-3 & 5-13),
J (1-2 & 12-13)
47-6352 grids M(20-21), N(20-22), 0(20-24), P(22-24), Q(21-24),
R(19-24), S(20-24), T(20-24), U(20-24), V(22-23)
2000: 41-529 grids 0(1&5-8), p(1&4-9), Q(1&4-12), R(1-1 & 4-10),
S(1-2 & 4-10), T(4-10), U(4-11), V(3-9)
41-5300 grids N&O (12-13), P, Q & R (12-21),S,T,U &V (13-19),
W&X (13-24)
42-542 grids A&B (1-12), C&D (1-5), E (1-4), F&G (3)
State Plane Coordinates - X: 2710348.001 Y: 359542.244 Rover # J071410A
Longitude: 34 42 52.76 Latitude: 76 38 09.61
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 4/8/09, 7/14/11
Was Applicant Present - yes, yes
Photos Taken - Yes
5. PROCESSING PROCEDURE: Application Received Complete - 7/21/11
Office - MHC
6. SITE DESCRIPTION:
(A) Local Land Use Plan- Beaufort- Certified 1/26/2007
Land Classification From LUP - Low & Medium Density
Residential/Conservation
(B) AEC(s) Involved: ES
(C) Water Dependent: No
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing - None
Planned - Sanitary sewer by the Town of Beaufort
(F) Type of Structures: Existing - bulkhead, wooden deck and dock on Taylors
Creek parcel and graveyard located on proposed
lot 223
Planned - (developed in Phases) 597 residential lots with
infrastructure (water sewer, electrical and roads),
sales center, six mixed use residential office
buildings, retaining walls, culverts and amenities
which include a meeting house, general store,
pool, clubhouse and kayak lake
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
Field Investigation Report:
Blue Treasure LLC
Page 2 of 5
7. HABITAT DESCRIPTION:
EXCAVA'T'E FILLED OTHER
(A) Jurisdictional wetlands (Impact
area I-1 1,412 ft'- 1,412ft2 N/A
(B) Jurisdictional wetlands (Impact 640 ft2 3,994 ft'- N/A
Area I-21
(C) High Ground N/A 3,957,426ft2 N/A
(90.85 acres)
(D) Total Area Disturbed: 3,964,884 ft2
(E) Primary Nursery Area: No
(F) Water Classification: SC (Taylors Creek), SA/HQW (Turners Creek) Open: No, No
8. Project Summary:
The proposed project would be constructed in ten phases and would contain in its entirety,
high ground development with all the required subdivision infrastructure, culverts,
retaining walls, 597 lot s/d, sales center, six mixed use residential/office buildings, a kayak
lake, meeting house, general store, pool and clubhouse.
9. Narrative Description:
The Blue treasure LLC (Beaufort East Village Phase I) project is located along Lennoxville
Road and Front Street in the Town of Beaufort, Carteret County. The site is found by turning
right off of Hwy 70 East (adjacent to Gaskills general store) onto Lennoxville Road. Follow
this road for approximately 2,114' to the site. It is not located within the Beaufort Historic
District or the National Historic District. The site is comprised of 11 separate parcels and
abuts Turners Creek to the north and Taylors Creek to the south.
The mixed use property is 272.28 acres in its entirety. The property located along Taylors
Creek, (2203 Front Street) is 20,560 square feet (.472 acres) in its entirety and comprises one
of the 11 parcels for this proposed development. The remaining parcels are located along the
north side of Lennoxville road and abut Turners Creek. The average elevation of the tract is 8'
above nhw. The north side is relatively undeveloped with the exception of an existing
graveyard located on proposed lot 223. The south side is developed with an existing bulkhead,
fence, pier, dock, tie pilings and two existing slips. There is not any work proposed along the
Taylors Creek parcel during phase I. The project is adjacent to single family homes to the east
and west along Taylors Creek. The parcels along the north side of Lennoxville road border
single family homes in all directions as well as the existing ball park and Town of Beaufort
Waste Water Treatment Plant. The upland vegetation mainly consists of lawn grasses as well
as a mixture of pine and hardwood species. The site is comprised of freshwater and tidal
wetlands (jurisdictional Wetlands and Coastal Wetlands) along the 8,242' of shoreline. The
shoreline along the Turners Creek area is relatively flat with no apparent erosion and is
bordered by marsh and jurisdictional wetlands. The shoreline along the Taylors Creek section
has been stabilized by an existing bulkhead and is bordered by coastal wetlands.
Field Investigation Report:
Blue Treasure LLC
Page 3 of 4
The coastal wetlands along Taylors Creek and Turners Creek are comprised mostly of Smooth
Cordgrass (Spartina altemiflora), Salt Meadow Grass (Spartina patens) and Black Needlerush
(Juncus roemerianus).The Division of Water Quality classifies the waters of Taylors Creek as
SC and the waters of Turners Creek as SA/HQW. Neither is designated as a Primary Nursery
Area and both are closed to the taking of shellfish. The Town of Beaufort's Land Use Plan
classifies this area as low and medium density residential with Conservation within the AECs.
There are no shellfish resources in the area.
10) Proposed Development:
The applicant wishes to construct phase one of the project which consists of jurisdictional
wetland removal and fill, culvert placement, retaining walls and all required infrastructure.
The impervious surface coverage would be less than 1 % (.95) impervious within the 75
AEC and 27.19% for the entire tract. Per the applicant impervious surfaces would consist
of houses that would be built in the future on lots 5, 6, 181, 187, 188 and 288 as well as a
shade structure on the Taylors Creek lot (2203 Front Street). The applicants have stated
that they have submitted plans to both the Division of Water Quality and the Division of
Land resources on 3/24/2011.
Per the applicant, the high ground work would be phased construction and consist of the
following: Phase 1: Construction level design of lots, infrastructure and stormwater
management has only been completed for this phase with the remainder of the project being a
conceptual design. The applicant states also that as construction. level design is completed for
future phases the stormwater management permit would be modified to incorporate the future
phase. The proposed waste water treatment plant infiltration pond in the western portion of the
project site has been previously permitted by DWQ (permit # WQ0032262) and would be
constructed by the Town of Beaufort during future phases.
The applicant is proposing the filling and grading of 90.85 acres of high ground during the
construction process. Currently the high ground is at an elevation of +8' nhw. The
applicant has designated a spoil disposal area on proposed lots 80-84 (outside of AEC).
The dimensions of the spoil disposal area would be approximately 160' x 100' (16,000
square feet) and located outside of the 75' AEC. The applicants are also proposing the
excavation and filling of jurisdictional wetlands with culvert placement. To help stabilize
fill and minimize wetland impacts at proposed wetland road crossings retaining walls (6
total) would also be constructed.
The applicant is proposing the placement of culverts in two locations for the wetland road
crossings (impact area I-1 and impact area I-21). Impact area I-1 is located within a tributary
which leads to Taylors Creek. The culvert would be placed in jurisdictional wetlands
approximately 400'above nhw. Two 54" RCP (reinforced concrete pipes) would be installed
for a total length of 64', a maximum width of 12' and a depth of 12" below existing bottom
contour. The height of the top of the proposed culvert would be +7' above nhw. A total of
1,412 square feet of jurisdictional wetlands would be excavated and filled as the result of the
culvert placement for the road construction. Per the applicant the excavation is required in
order to install the culvert below the natural grade as well as help maintain downstream flow
Field Investigation Report:
Blue Treasure LLC
Page 4 of 4
and allow low flow passage of water and aquatic life. Impact area I-21 is located within a
tributary which leads to Turners Creek. The culvert would be placed within jurisdictional
wetlands approximately 400' above nhw. Two 36" RCP (reinforced concrete pipes) would
be installed for a total length of 60', a maximum width of 8' and a maximum depth of 12"
below existing bottom contour. The height of the top of the proposed culvert would be +
3.5 ' above nhw. A total of 640 square feet of wetlands would be excavated in order to
install the culvert below the natural grade. Per the applicant this is to help maintain the
hydrologic connection between the wetlands on either side of the road. A total of 3,994
square feet of fill material beside the culvert would also be placed within the wetlands. Per
the applicant this fill is required for the construction of the proposed 60' wide road and due
to the wetland loss they have purchased offsite wetland mitigation areas.
In order to help stabilize the fill and minimize wetland impacts at the wetland road
crossings the applicants are proposing six retaining walls throughout the s/d. They have not
specified at this time what type of material would be used for construction as well as the
height of the retaining walls. They did designate each location as well as the width and
length of each one. The retaining walls would be located as follows: area I-9 (2' x 55'),
area I-12 (2' x 90'), area I-20 (2' x 90'), area I-22 (2' x 165'), area I-23 (2' x 90') and area
1-25 (2' x 240').
9. Anticipated Impacts:
There would be no impacts to coastal wetlands or Public Trust/ Estaurine Waters with the
proposed development of Phase I. The culvert placement would remove and fill a total of
5,406ft2 of jurisdictional wetlands. The applicant proposes to mitigate for the loss through
the purchase of offsite mitigation. There would be minor development (grading, some land
disturbance) during phase I of the project. All work would be outside of the AEC with the
exception of area I-10 (wetland impact map 5). A total of 405 ft' of jurisdictional wetlands
would be disturbed with grading and filling within this area. The project would have a
finished impervious percentage of less than 1 % (.95%) within the AEC and 27.19% for
the entire tract. There should be improved drainage of this property due to the installation
of new stormwater management infrastructure. It is anticipated that development with the
future phases would cause more impacts.
Name: Heather M. Styron Date: 8/25/11 Office: Morehead City
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Beaufort East Village
Project Narrative
SU Y 0 R S

Blue Treasure, LLC requests a CAMA Major Development Permit for the construction of the Beaufort
East Village subdivision. The proposed project is located adjacent to Lennoxville Road (SR 1310), east
of downtown Beaufort, in Carteret County (Latitude: 34.716053°N; Longitude: -76.634747°W). The
project is specifically located east of Ricks Avenue and west of Chadwick Avenue. The Beaufort East
Village project is ±272.28 acres in size and abuts Turner Creek to the north. Onsite waters drain to both
Turner Creek and Taylor Creek. Turner Creek is classified as SA;HQW and the stream index number is:
21-35-1-11-1. Taylor Creek is classified as SC and the stream index number is: 20-20. The project site is
located within the White Oak River Basin (HUC 03020106).
The proposed project consists of eleven (11) separate parcels. Please reference to the Parcel Identification
Exhibit and deeds for more information.
Proposed Project
Beaufort East Village is a ±272.28 acre mixed use development, consisting of a mixture of low density
and high density residential housing. The proposed project will result in an aesthetic, water front,
environmentally friendly development. The proposed project will contain 597 residential lots, six (6)
mixed use office/residential buildings and community amenities. The proposed amenities for the
Beaufort East Village project consist of a Kayak Lake, which will be used for recreational kayaking, and
a meeting house, general store, pool and clubhouse located adjacent to the Kayak Lake. There will also
be a pool and clubhouse located in the recreation area in the western portion of the project site. There
will also be a shade structure (shelter) on the lot adjacent to Taylor's Creek, with a slatted wooden
walkway that will connect to an existing deck and dock. Residents of the Beaufort East Village project
will also have access to Freedom Park, which is a Town of Beaufort public park adjacent to the proposed
project.
The Beaufort East Village project will be constructed in phases. Currently, construction level design of
lots, infrastructure and stormwater management has only been completed for Phase I, with the remainder
of the project being a conceptual design. As construction level design is completed for future phases, the
Stormwater Management Permit will be modified to incorporate the future phases.
In order to permit a single and complete project, impacts to onsite wetlands and activities within the 75'
AEC are addressed for the entire project under this application. Construction level design has been
completed for all proposed wetland impact areas to assure that additional wetland impacts will not be
required for construction of future phases.
Please note that the "Proposed WWTP Infiltration Pond" shown in the western portion of the project site
has already been permitted by NCDENR (Permit No. WQ0032262) and will be constructed by the Town
of Beaufort. The infiltration pond will be dedicated fee simple to the Town of Beaufort upon issuance of
the CAMA Major Permit. A copy of Permit No. WQ0032262 has been provided as an Appendix.

1410 Commonwealth Drive I Suite 101 Wilmington, NC 28403 tel: [phone] fax: [phone]
www.withersravenet.com I License No. C-0832
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The majority of the project site consists of undeveloped woodlands. There are existing Rths and minor
roads on the site, but no existing built upon area. The project site is bordered to the no' l =by Turner
Creek and to the south by Taylor Creek. Additionally, Freedom Park, a Town of Beaufort Park, is located
in the middle of the project site, but is not apart of the proposed project.
The project site contains ±44 acres of wetland areas, consisting of coastal marsh, 404 wetlands and
isolated wetlands. The site also contains three historic borrow pits that are now ponds. The lot adjacent
to Taylor's Creek is stabilized by an existing bulkhead and the vegetation consists of lawn grasses. The
lot adjacent to Taylor's Creek contains an existing wood deck and a dock within Taylor's Creek with 2
boat slips. The site also contains a grave yard, which is located behind Lot 223. The grave yard will not
be disturbed during site construction.
Areas of Environmental Concern
Turner Creek is classified as SA;HQW and is subject to a 75' AEC. The 75' AEC encroaches onto the
northern portion of the project and encompasses approximately 11.0 1 acres (479,536 sq ft) of the project
site. The project will result in 4,546 sq ft (0.10 acres) of impervious area within the 75' AEC as a result
of construction of houses on Lots 5, 6, 181, 187, 188 & 288, as well as construction of the shade structure
on the lot adjacent to Taylor's Creek, resulting in 0.95% impervious area proposed within the 75' AEC,
see Sheets 3 & 4 of the CAMA Plans. There is no proposed disturbance to the 30' Coastal Shoreline
Buffer.
SITE IN FORMATION
Project Area 272.28 acres (11,860,675 s ft)
Project Area Within 11.01 acres (479,536 sq ft)
75 AEC
Impervious Area Within 0.10 acres (4,546 sq it)
75' AEC 0.95% Impervious (< 1.0%)
Impervious Area For 74.04 acres (3,225,310 sq ft)
Entire Project 27.19% Impervious
Wetlands
Onsite 404 wetlands were delineated and approved by the Corps of Engineers in 2007. The wetland
delineation for the project was approved by the Corps through a series of site reviews for the various
parcels that comprise the project. A Wetland Delineation Exhibit and Signed Wetland Surveys have been
provided as an Appendix.
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• Arrington Property - (AID #2007-02679-016) - JD issued August 16, 2007
• Jones Property - (AID #2007-02697-016) - JD issued August 16, 2007 W
• Pace Property - (AID #2007-02705-016) - JD issued August 22, 2007n
• Bullock Property - (AID #2007-03212-016) - JD issued October 5, 2007
Onsite Coastal Wetlands and Normal High Water (NHW) lines were delineated and approved by through
multiple site visits with the NC Division of Coastal Management.
• DCM delineation for railroad ditch along Lennoxville Road by Tere Barrett and Brad Connell
with Charles Jones on October 28, 2008.
• DCM delineation for area northeast of Lennoxville Road culvert and areas adjacent to Turner
Creek by Tere Barrett and Heather Styron with Charles Jones on April 8, 2009
• DCM delineation for Ricks Avenue feature by Heather Styron with Charles Jones on July 31,
2009
Upland Development
The proposed upland development consists of selective grading for 597 lots and six (6) mixed use
office/residential buildings, the construction of internal roads and utilities, the construction of amenities,
the construction of the stormwater management system/BMPs, and an infiltration pond for the Town of
Beaufort Waste Water Treatment Plant. The infiltration pond has been permitted by NCDENR (Permit
No. WQ0032262) and will be constructed by the Town of Beaufort.
The proposed amenities include Kayak Lake, which will be used for recreational kayaking, and a meeting
house, general store, pool and clubhouse located adjacent to Kayak Lake. There will also be a pool and
clubhouse located in the recreation area in the western portion of the project site. The proposed "Kayak
Lake" will be f4.5 acres and will be created from the expansion of three existing borrow pits within the
project site. The borrow pits were determined to be non jurisdictional by both the Corps of Engineers and
NC-DWQ. Therefore, expansion of the borrow pits to create the Kayak Lake does not require
authorization from the Corps of Engineers or NC-DWQ.
The amenities also include a proposed shade structure (shelter), slatted wooden deck and slatted wooden
walkway connecting to an existing deck and dock on the lot adjacent to Taylor's Creek.
Proposed Wetland Impacts
The proposed project will result in 0.876 acres of permanent wetland impacts (Jurisdictional and Isolated
Wetlands) and 0.065 acres of temporary wetland impacts (Jurisdictional and Isolated Wetlands) as a result
of construction of the proposed project. The following table identifies the proposed wetland impacts:
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Wetland Impact Summary Table
Wetland Type Permanent Impacts Temporary Impacts
Jurisdictional Wetlands 0.467 acres (20,332 sq ft) 0.045 acres (1,945 sq ft)
Isolated Wetlands 0.409 acres (17,805 sq ft) 0.020 acres (883 sq ft)
Total Impacts 0.876 acres (38,137 sq ft) 0.065 acres (2,828 sq ft)
Jurisdictional Wetland Impacts
The proposed impacts to jurisdictional wetlands will occur as a result of construction of the internal road
system, as well as grading for construction of five (5) lots.
The construction of the internal road system to facilitate access to developable uplands will result in
±0.286 acres (12,436 sq ft) of permanent impacts and 0.045 acres (1,945 sq ft) of temporary impacts to
jurisdictional wetlands. The proposed temporary impacts will result from construction of the retaining
walls used to stabilize fill at road crossings. Upon completion of construction, all temporary impact areas
will be returned to natural grade and seeded rye grass to provide temporary stabilization until natural
recruitment of native species re-vegetates these areas.
Grading for construction of Lot #s 580, 581, 582, 586 & 587 will result in ±0.182acres (7,915 sq ft) of
permanent impacts to jurisdictional wetlands.
Installation of a BMP outfall pipe and rip-rap will result in ±0.012 acres (542 sq ft) of permanent impacts
to jurisdictional wetlands. The rip-rap is needed to dissipate flow and prevent erosion.
Please refer to the Wetland Impact Maps for detail of the proposed wetland impacts.
Isolated Wetland Impacts
The proposed impacts to isolated wetlands will occur from the construction of the internal road system,
grading for construction of eight (8) lots and construction of BMP #1.
The construction of the internal road system to facilitate access to developable uplands will result in
±0.185 acres (8,060 sq ft) of permanent impacts to isolated wetlands.
Grading for construction of Lots 22, 23, 24, 25, 51, 52, 336 & 337 will result in ±0.102 acres (4,451 sq ft)
of permanent impacts to isolated wetlands.
The construction of BMP #1 will result in ±0.122 acres (5,294 sq ft) of permanent impacts to isolated
wetlands. BMP # 1 is located within the lowest point of Phase 1, which is within the Taylor Creek
drainage area. Alternative locations for BMP #1 were explored. However, relocating BMP #1 would
have resulted in the elevation of project area draining to BMP #I needing to be raised for gravity flow to
work, which would have resulted in additional wetland impacts.
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Approximately 0.020 acres (883 sq ft) of temporary impacts to isolated wetlands will result from
installation of the sewer line. The sewer line will be installed through trenching and backfilling. Upon
installation of the sewer line, the trench will be backfilled with excavated soil and returned to natural
grade. The disturbed area will be seeded with rye grass to provide temporary stabilization until natural
recruitment of native species re-vegetates the area.
Avoidance and Minimization
Prior to design of the proposed project, the Applicant requested that a detailed wetland delineation be
conducted to identify onsite wetlands and Waters of the State/US.
The original site plan proposed 671 lots, which would have resulted in wetland impacts much greater than
the proposed 0.876 acres of impact. The site plan was redesigned to minimize wetland impacts and
reduced the total lots to 597 lots, resulting in a loss of 74 lots. The loss of 74 lots resulted in a significant
increase in the cost per lot to support the initial cost associated with purchase of the property, site
development and infrastructure construction. The proposed 597 lot site plan exhibits the greatest amount
of avoidance and minimization of wetland impacts while maintaining a financially feasible project.
The proposed roads were designed to minimize wetlands impacts. In areas where the road alignment
could not completely avoid wetland impacts, the road was designed to impact the outer edges to avoid
fragmentation of the wetlands. For sections of the roads that required wetland crossings to access
adjacent uplands, the roads were designed to cross the wetlands at the narrowest point at perpendicular
angles to minimize wetland impacts. Retaining walls were utilized to stabilize road fill to minimize
wetland impacts rather than using traditional back slopes to return fill to existing grade. Culverts have
been designed beneath the roads to maintain a hydrologic connection between wetlands on both sides of
the road.
The proposed wetland impacts for lot construction will occur to both jurisdictional and isolated wetlands
within the high density portions of the project. The wetlands impacts from lot fill will occur to small,
disconnected wetlands pockets (<O.1 acres) that do not have a surface water connection to other wetlands.
The hydrology of these wetlands is provided primarily by direct rainfall and surface water runoff from
surrounding uplands. NC DWQ requires that all stormwater runoff from high density developments be
captured and treated for water quality in a stormwater management system. If direct impacts to these
wetlands would have been avoided in the site plan, the surrounding development would greatly reduce the
drainage area to these wetlands. Also, the stormwater management system would divert water away the
wetlands and into a BMP, severing the natural hydrologic recharge source for these wetlands. Due to the
small size of these wetlands, hydrology sufficient to maintain wetland function could not be maintained
with reduced drainage areas and the onsite wetlands would eventually dry up and convert to uplands in a
matter of a few years. Therefore, it was determined that the integrity and long term viability of these
wetland pockets could not be maintained in the post-development condition and these wetland pockets
would be secondarily impacted even if direct impacts were avoided. It was determined that the functional
value of these small wetland pockets would be better served through the provision of wetland mitigation
within a significant wetland system. Therefore, the Applicant is proposing permanent impacts to these
wetlands and proposes to mitigate for the functional loss through the purchase of offsite mitigation.
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The construction of BMP #1 will result in 0.122 acres of permanent wetland impacts to isolated wetlands.
BMP #1 is located at the lowest point within Phase 1, which is within the Taylor Creek drainage area.
Alternative locations for BMP 41 were explored. However, relocating BMP #1 would have resulted in
the elevation of project area draining to BMP #1 needing to be raised for gravity flow to work, which
would have resulted in additional wetland impacts. Therefore, it was determined that the proposed
location of BMP #1 was the best option for minimizing overall wetland impacts.
Mitigation
The applicant proposes to mitigate for the proposed 0.467 acres (20,332 sq ft) of impacts to jurisdictional
wetlands through the purchase of wetland mitigation from the Hoffman Forest Wetland Mitigation Bank
within the 03020106 basin. The Applicant proposes a 2:1 mitigation ratio, resulting in the purchase of 1.0
acres of wetland mitigation. An email from the NC State Natural Resources Foundation documenting that
the Hoffman Forest Wetland Mitigation Bank has 200 acres of wetland mitigation available has been
provided as an Appendix.
Since cumulative impacts to isolated and jurisdictional wetlands are less than 1.0 acres, no additional
mitigation is proposed for impacts to isolated wetlands under the NC DWQ jurisdiction.
Attachments:
1) MP-1 -Applicant Information
2) MP-2 - Excavation and Fill
3) MP-3 - Upland Development
4) MP-5 - Bridges and Culverts
5) Agent Authorization Form
6) Parcel Identification Exhibit & Deeds
7) Location Map
8) Aerial Photograph & USGS Quad Map
9) Jurisdictional Determination Exhibit, Corps JD Tearsheets and Signed Wetland Surveys
10) Hoffman Forest Mitigation Bank Credit Availability Email
11) Adjacent Riparian Property Owner Exhibit and Certified Mail Receipts
12) NCDENR Permit for WWTP Infiltration Pond
13) Town of Beaufort Planning Approval
14) Wetland Impact Maps
15) CAMA Plans
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F NG I. E E RI I PLn N N I. I IUR II I.RI
DCM MP-1
APPLICATION for
Major Development Pe
(last revised 12/27/06)
North Carolina DIVISION OF
N k,l,EMENT
?.G
1. Primary Applicant/ Landowner Information
Business Name
Blue Treasure, Llc Project Name (if applicable)
Beaufort East Village
Applicant 1: First Name
Karl MI Last Name
Blackley
Applicant 2: First Name MI Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
100 Weston Estates Way PO Box City
Cary State
NC
ZIP
27513 Country
us Phone No.
919 - 481 - 3000 ext. FAX No.
Street Address (if different from above) City State ZIP
Email
[e-mail]
2. Agent/Contractor Information
Business Name
Withers And Ravenel
Agent/ Contractor 1: First Name MI Last Name
Troy H Beasley
Agent/ Contractor 2: First Name MI Last Name
Mailing Address PO Box City State
1410 Commonwealth Drive, Suite 101 Wilmington NC
ZIP Phone No. 1 Phone No. 2
28403 910 - 256 - 927 7 ext. 512 910 - 509 - 6512 ext.
FAX No. Contractor #
910 256 2584
Street Address (if different from above) City State ZIP
Email
[e-mail]
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Form DCM MP-1 (Page 2 of 5)
APPLICATION for
Major Development Permit
I Project Location
County (can be multiple) Street Address State Rd. #
Carteret County Parcels adjacent to Town of Beaufort Waste Water Treatment SR 1310
Plant
Subdivision Name City State zip
Beaufort East Village Beaufort NC -
Phone No. Lot No. (s) (if many, attach additional page with list)
- - ext. , ,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
Wht?e_ oak- Turner Creek / Taylor 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 North River
e. Is proposed work within city limits or planning jurisdiction? f. If applicable, list the planning jurisdiction or city limit the proposed
®Yes ?No work falls within.
Town of Beaufort
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
±8,242 If ±11,860,675 sq ft (±273.28 acres)
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
4000 sq ft - 20,000 sq ft, NWL (normal water level)
(If many lot sizes, please attach additional page with a list) 8' ®NHW or ?NWL
e. Vegetation on tract
The majority of the project currently consists of undeveloped woodlands which contain native vegetation. The site contains
uplands and both freshwater and tidal wetands. The vegetation within the uplands consists of a mixture of pine and
hardwood species. The vegetation within the freshwater wetlands consist of pine, hardwoods and bays, as well as a mixture
of common pocosin shrub species. The vegetation within the onsite tidal wetlands consist primarily of black needle rush and
spartina alternaflora.
The vegetation within the lot adjacent to Taylor's Creek consists of a mixture of lawn grasses.
f. Man-made features and uses now on tract
The majority of the site currently consists of undeveloped woodlands. The only significant man-made features are located
on the lot adjacent to Taylor's Creek and consist of an existing bulkhead, wooden deck and a dock that extends into
Taylor's Creek. There is also a grave yard located behind proposed lot 223 which will not be disturbed during construction
of the proposed project.
g. Identify and describe the existing land uses adiacent to the proposed project site.
The existing land use adjacent to the proposed project consists of residential subdivisions.
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
PDD (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 ®No ?NA
National Register listed or eligible property?
252.808-2808 ,. 1-888-4RCOAS'T .. vwinrw.ncco astalmanagement.net
Form DCM MP-1 (Page 3 of 5)
<Form continues on next page>
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.
There is no existing wastewater treatment facilities as the site currently consists of undeveloped woodlands.
o. Describe existing drinking water supply source.
There is no existing drinking water supply source as the site currently consists of undeveloped woodlands.
p. Describe existing storm water management or treatment systems.
There is no existing stormwater management or treatment systems as the site consists of undeveloped woodlands.
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 project purpose is to develop a residential subdivision. The use and daily operations will be those consistent with a
residential subdivision.
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.
The proposed project will be constructed using typical commercial construction equipment (i.e. bulldozers, excavators, dump
trucks, ect.). The exact number of each type of equipment is unknown at this time. All equipment will be stored within the
onsite uplands when not in use.
d. List all development activities you propose.
The proposed development activities will consist of construction of a residential subdivision and associated infrastructure as
well as community amenities. The amenities include Kayak Lake for recreational kayaking, and a meeting house, general
store, pool and clubhouse adjacent to Kayak Lake. There will also be a pool and clubhouse within the recreation area in the
western portion of the project. There will also be a shade structure/shelter and elevated, slatted wooden walkway
constructed on the lot adjacent to Taylors Creek which will connect with the exsiting wooden deck and dock.
e. Are the proposed activities maintenance of an existing project, new work, or both? New Work
f. What is the approximate total disturbed land area resulting from the proposed project? ±90.85 ?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.
There are no existing discharges to Waters of the State. There are several proposed discharges to Waters of the State.
Specifically, BMPs #1,2,3,4,5,6 (i.e. constructed wetlands) will discharge to Waters of the State. Also, the low density portion
of development will use vegetated swales for stormwater treatment, which will discharge to Waters of the State. The low
density portion of the development is part of the future phases and construction level design has not been completed.
Therefore, it is unknown how many discharges to Waters of the State there will be within the low density portions of the
development.
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
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Form DCM MP-1 (Page 4 of 5)
APPLICATION for
Major Development Permit
j. Is there any mitigation proposed? ®Yes ?No ?NA
If yes, attach a mitigation proposal.
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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) -- (t? .-7 glways 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.
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 See attached Adjacent Riparian Property Owners Exhibit Phone No.
Copies of the Certified Mail Receipts for notification of Adjacent Riparian Property Owners
has been provided as an Appendix.
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 Permit No. WQ0032262 for WWTP Infiltration Pond
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 truthful to the best of my knowledge.
Date _7/19/2011 Print Name -Troy Beasley - autbadzed Agent
Signature
Please indicate application attachments pertaining to your proposed project.
252-808-2808 „ 1.888-4RCOAST :.www. nccoastal management. net
Form DCM MP-1 (Page 5 of 5)
APPLICATION for
Major Development Permit
®DCM MP-2 Excavation and Fill Information ®DCM MP-5 Bridges and Culverts
®DCM MP-3 Upland Development
?DCM MP-4 Structures Information
252-808.2808 .. 1-888-4RCO,AST ., www.nccoastalmanagernent,net
Form DCM MP-3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
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.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures b. Number of lots or parcels.
proposed. 597 lots
The project proposes 597 residential lots and infrastructure
(roads, utilities, BMPs, etc), a sales center, six (6) mixed
use residential/office buildings, as well as ammenities. The
proposed amenities include a meeting house, general store
pool and clubhouse located adjacent to the Kayak Lake.
There will also be a pool and clubhouse at the recreation
site in the western part of the property.
Retaining walls will also be constructed at proposed
wetland road crossings to stabilize fill and minimize wetland
impacts. Please see Wetland Impact Maps for more detail.
c. Density (give the number of residential units and the units per
acre).
597 residential units = 2.18 units per acre
e. If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land-disturbing
activity begins.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
?Yes NNo ?NA
(ii) If yes, list the date submitted:
f?cC?iY?3
Jb, ti'{)
l-FID Crl,r
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
Approximately 90.85 acres will be disturbed during
construction of the proposed project.
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
Impervious surfaces will consist of asphault for roads,
concrete for sidewalks and driveways, and asphault
shingles for roofing.
g. Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built-upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking.
0.95 % within 75' AEC (< 1.0%)
i. Give the percentage of the entire tract to be covered by impervious
and/or built-upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
27.19%
j. Describe proposed method of sewage disposal.
Sanitary sewer provided by the Town of Beaufort
h. Projects that require a CAMA Major Development Permit may also
require a Stormwater Certification.
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
?Yes ONo ?NA
(ii) If yes, list the date submitted:
k. Have the facilities described in Item (i) received state or local
approval?
?Yes ®No ?NA
If yes, attach appropriate documentation.
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1. Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industrial/
commercial effluent, "wash down" and residential discharges).
Stormwater will be discharged to Waters of the State from
BMP #s 1,2,3,4,5,6, as well as grassed swales within
the low density portion of the project.
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
Water will be supplied by the Town of Beaufort
o. When was the lot(s) platted and recorded?
The subdivision plat has not been recorded.
m. Does the proposed project include an innovative stormwater
design?
?Yes ®No ?NA
If yes, attach appropriate documentation.
n. (i) Will water be impounded? ®Yes ?No ?NA
(ii) If yes, how many acres? The expansion of the existing
borrow pits will result in the creation of the ±4.5 acre
Kayak Lake
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
®Yes ?No ?NA
7/19/11
Date
Beaufort East Village
Project Name
Blue Treasure, LLC
Applicant Nam
ri Ze? ? en
Applicant Sign ture
252-808-2808 :; 1-888-4RCOAST a: www.nccoaatatmanagement. not revised: 12126106
Impact I l
of E, Ei ,cf
Form DCM MP-5
i"A
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.
1. BRIDGES ®This section not app!;:;able
a. Is the proposed bridge: b. Water body to be crossed by bridge:
?Commercial ?Public/Government ?Private/Community
c. Type of bridge (construction material):
e. (i) Will proposed bridge replace an existing bridge? ?Yes ?No
If yes,
(ii) Length of existing bridge:
(iii) Width of existing bridge:
(iv) Navigation clearance underneath existing bridge:
(v) Will all, or a part of, the existing bridge be removed?
(Explain)
d. Water depth at the proposed crossing at NLW or NWL:
f. (i) Will proposed bridge replace an existing culvert? ?Yes ?No
If yes,
(ii) Length of existing culvert:
(iii) Width of existing culvert:
(iv) Height of the top of the existing culvert above the NHW or
NWL:
(v) Will all, or a part of, the existing culvert be removed?
(Explain)
g. Length of proposed bridge: h. Width of proposed bridge:
i. Will the proposed bridge affect existing water flow? ?Yes ?No j. Will the proposed bridge affect navigation by reducing or
If yes, explain: increasing the existing navigable opening? ?Yes ?No
If yes, explain:
k. Navigation clearance underneath proposed bridge: I. Have you contacted the U.S. Coast Guard concerning their
approval? ?Yes ?No
If yes, explain:
m. Will the proposed bridge cross wetlands containing no navigable n. Height of proposed bridge above wetlands:
waters? ?Yes ?No
If yes, explain:
2. CULVERTS ?This section not applicable
a. Number of culverts proposed: 2 b. Water body in which the culvert is to be placed:
Please note this form is for culverts at Impact #1. Tributary to Taylors Creek (SC Waters)
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Form U11 PA P-5 (k d7r ,,? and 2 of ?p1
c. Type of culvert (construction material):
Two 54" RCP (reinforced concrete pipes)
d. (i) Will proposed culvert replace an existing bridge? e. (i) Will proposed culvert replace an existing culvert?
?Yes ®No ?Yes ENo
If yes,
(ii) Length of existing bridge:
(iii) Width of existing bridge:
(iv) Navigation clearance underneath existing bridge: _
(v) Will all, or a part of, the existing bridge be removed?
(Explain)
If yes,
(ii) Length of existing culvert(s):
(iii) Width of existing culvert(s):
(iv) Height of the top of the existing culvert above the NHW or
NWL:
(v) Will all, or a part of, the existing culvert be removed?
(Explain)
f. Length of proposed culvert: 64 feet
In. Height of the top of the proposed culvert above the NHW or NWL.
+/-7 ft
j. Will the proposed culvert affect navigation by reducing or
increasing the existing navigable opening? ?Yes NNo
If yes, explain:
g. Width of proposed culvert: Each culvert is 54 inches in width
and the total width of both culverts after installation will
be approximately 12 feet.
i. Depth of culvert to be buried below existing bottom contour.
8-12"
k. Will the proposed culvert affect existing water flow?
?Yes ®No
If yes, explain:
3. EXCAVATION and FILL ?This section not applicable
a. (i) Will the placement of the proposed bridge or culvert require any
excavation below the NHW or NWL? ?Yes NNo
If yes,
(ii) Avg. length of area to be excavated:
(iii) Avg. width of area to be excavated:
(iv) Avg. depth of area to be excavated:
(v) Amount of material to be excavated in cubic yards:
b. (i) Will the placement of the proposed bridge or culvert require any
excavation within coastal wetlands/marsh (CW), submerged
aquatic vegetation (SAV), shell bottom (SIB), or other wetlands
(WL)? If any boxes are checked, provide the number of square
feet affected.
?CW ?SAV ?SB
®WL 1,412 sq ft of wetlands ?None
(ii) Describe the purpose of the excavation in these areas:
Approximately 1,412 sq feet of wetlands within the
bottom of the ditch will be excavated in order to install
the culvert below the natural natural grade to maintain
downstream flow and allow low flow passage of water
and aquatic life.
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C. (i) Will the placement of the proposed bridge or culvert require any
high-ground excavation? ?Yes ®No
If yes,
(ii) Avg. length of area to be excavated:
(iii) Avg. width of area to be excavated:
(iv) Avg. depth of area to be excavated:
(v) Amount of material to be excavated in cubic yards:
d. If the placement of the bridge or culvert involves any excavation, please complete the following:
(i) Location of the spoil disposal area: The spoil disposal area will be located at future lots 80, 81, 82, 83 and 84.
(ii) Dimensions of the spoil disposal area: 160' x 100'
(iii) Do you claim title to the disposal area? ®Yes ?No (If no, attach a letter granting permission from the owner.)
(iv) Will the disposal area be available for future maintenance? ?Yes ®No
(v) Does the disposal area include any coastal wetlands/marsh (CW), submerged aquatic vegetation (SAVs), other wetlands (WL), or shell
bottom (SB)?
?CW ?SAV ?WL ?SB ®None
If any boxes are checked, give dimensions if different from (ii) above.
(vi) Does the disposal area include any area below the NHW or NWL? ? ?Yes ®No
If yes, give dimensions if different from (ii) above.
e. (i) Will the placement of the proposed bridge or culvert result in any f. (i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to fill (other than excavated material described in Item d above) to
be placed below NHW or NWL? ?Yes ®No be placed within coastal wetlands/marsh (CW), submerged
If yes, aquatic vegetation (SAV), shell bottom (SIB), or other wetlands
(WL)? If any boxes are checked, provide the number of square
(ii) Avg. length of area to be filled: feet affected.
(iii) Avg. width of area to be filled: ?CW ?SAV ?SB
(iv) Purpose of fill: ®WL 1,412 sa ft ?None
(ii) Describe the purpose of the excavation in these areas:
Fill will be placed in 1,412 sq feet of wetlands as a
result of construction of the road crossing.
g. (i) 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 high-ground? ?Yes ®No
If yes,
(ii) Avg. length of area to be filled:
(iii) Avg. width of area to be filled:
(iv) Purpose of fill:
a. Will the proposed project require the relocation of any existing b. Will the proposed project require the construction of any temporary
utility lines? ?Yes ®No detour structures? ?Yes ®No
If yes, explain: If yes, explain:
262-803-2808 ;; 1-888.4RCOAST - wjv'oj.nccoasfalmanagem_ ent.net revised; 10/26iO6
Fwr`7 t M,11)1 pi'j ( r; dg-s-mi -.11d Gudv<nt s; # agf? ; f )r 4)
If this portion of the proposed project has already received
approval from local authorities, please attach a copy of the
approval or certification.
< Form continues on back>
c. Will the proposed project require any work channels? d. How will excavated or fill material be kept on site and erosion
?Yes 0 N o controlled?
If yes, complete Form DCM-MP-2. Fill material will be kept onsite and erosion controlled
through the sediment and erosion control measures.
e. What type of construction equipment will be used (for example,
dragline, backhoe, or hydraulic dredge)?
The culvert will be installed using either a backhoe,
excavator or similar commercial construction equipment.
g. Will the placement of the proposed bridge or culvert require any
shoreline stabilization? ?Yes ®No
If yes, complete form MP-2, Section 3 for Shoreline
Stabilization only.
f. Will wetlands be crossed in transporting equipment to project site?
®Yes ?No
If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
This access road will not be the main entrance to the
site but may be used for occasional access to the site.
During construction of the wetland crossing, approved
sediment and erosion control measures will be installed
to prevent additional enviromental impacts.
07/19/11
Date
Beaufort East Village
Project Name
Blue Treasure, LLC
Applicant Na _ 440 rlZP
Applicant Signat e
252-808.2808 ;: 1,.888-4RCOAST - ww'Aj nc oa.Stalm.ana5?p?nent.net reviser!, 10/25/06
Impact 121
Form DCM MP-5
BRIDGES and CULVERTS I` ljil
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections;pj;,Qint
Application that relate to this proposed project. Please include all supplemental information.'
1. BRIDGES ®This section not applic ble
a. Is the proposed bridge: b. Water body to be crossed by bridge:
?Commercial ?Public/Government ?Private/Community
c. Type of bridge (construction material):
e. (i) Will proposed bridge replace an existing bridge? ?Yes ?No
If yes,
(ii) Length of existing bridge:
(iii) Width of existing bridge:
(iv) Navigation clearance underneath existing bridge:
(v) Will all, or a part of, the existing bridge be removed?
(Explain)
d. Water depth at the proposed crossing at NLW or NWL:
f. (i) Will proposed bridge replace an existing culvert? ?Yes ?No
If yes,
(ii) Length of existing culvert:
(iii) Width of existing culvert:
(iv) Height of the top of the existing culvert above the NHW or
NWL:
(v) Will all, or a part of, the existing culvert be removed?
(Explain)
g. Length of proposed bridge:
h. Width of proposed bridge:
i. Will the proposed bridge affect existing water flow? ?Yes ?No j. Will the proposed bridge affect navigation by reducing or
If yes, explain: increasing the existing navigable opening? ?Yes ?No
If yes, explain:
k. Navigation clearance underneath proposed bridge: I. Have you contacted the U.S. Coast Guard concerning their
approval? ?Yes ?No
If yes, explain:
m. Will the proposed bridge cross wetlands containing no navigable n. Height of proposed bridge above wetlands:
waters? ?Yes ?No
If yes, explain:
2. CULVERTS ? This section not applicable
a. Number of culverts proposed: 2
Please note that this form is Impact #21.
b. Water body in which the culvert is to be placed:
Tributary to Turner Creek (SA Waters)
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c. Type of culvert (construction material):
Two 36" RCP (reinforced concrete pipes)
d. (i) Will proposed culvert replace an existing bridge?
?Yes ®No
If yes,
(ii) Length of existing bridge:
(iii) Width of existing bridge:
(iv) Navigation clearance underneath existing bridge: _
(v) Will all, or a part of, the existing bridge be removed?
(Explain)
e. (i) Will proposed culvert replace an existing culvert?
?Yes ONo
If yes,
(ii) Length of existing culvert(s):
(iii) Width of existing culvert(s):
(iv) Height of the top of the existing culvert above the NHW or
NWL:
(v) Will all, or a part of, the existing culvert be removed?
(Explain)
f. Length of proposed culvert: 60 feet 9 Width of proposed culvert: Each culvert is 36 inches in width,
and the total width of both culverts after installation will
be approximately 8 feet.
h. Height of the top of the proposed culvert above the NHW or NWL. i. Depth of culvert to be buried below existing bottom contour.
+/-3.5 ft 8-12"
j. Will the proposed culvert affect navigation by reducing or k. Will the proposed culvert affect existing water flow?
increasing the existing navigable opening? ?Yes NNo ?Yes ®No
If yes, explain: . If yes, explain:
3. EXCAVATION and FILL ?This section not applicable
a.
(i) Will the placement of the proposed bridge or culvert require any
excavation below the NHW or NWL? ?Yes ®No
If yes,
(ii) Avg. length of area to be excavated:
(iii) Avg. width of area to be excavated:
(iv) Avg. depth of area to be excavated:
(v) Amount of material to be excavated in cubic yards:
b. (i) Will the placement of the proposed bridge or culvert require any
excavation within 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 640 sc ft of wetlands ?None
(ii) Describe the purpose of the excavation in these areas:
Approximately 640 sq feet of wetlands will be excavated
in order to install the culvert below the natural grade to
maintain the a hydrologic connection between wetlands
on either side of the road.
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VC-" °M f)t_>M PilP-
c. (i) Will the placement of the proposed bridge or culvert require any
high-ground excavation? ? Yes ®No
If yes,
(ii) Avg. length of area to be excavated:
(iii) Avg. width of area to be excavated:
(iv) Avg. depth of area to be excavated:
(v) Amount of material to be excavated in cubic yards:
d. If the placement of the bridge or culvert involves any excavation, please complete the following:
(i) Location of the spoil disposal area: The spoil disposal area will be located at future lots 80, 81, 82, 83 & 84.
(ii) Dimensions of the spoil disposal area: 160' x 100'
(iii) Do you claim title to the disposal area? ®Yes ?No (If no, attach a letter granting permission from the owner.)
(iv) Will the disposal area be available for future maintenance? ?Yes ®No
(v) Does the disposal area include any coastal wetlands/marsh (CW), submerged aquatic vegetation (SAVs), other wetlands (WL), or shell
bottom (SB)?
?m ?SAV ?WL ?SB ®None
If any boxes are checked, give dimensions if different from (ii) above.
(vi) Does the disposal area include any area below the NHW or NWL? ? ?Yes ®No
If yes, give dimensions if different from (ii) above.
e.
(i) 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 NHW or NWL? ?Yes ®No
If yes,
(ii) Avg. length of area to be filled:
(iii) Avg. width of area to be filled:
(iv) Purpose of fill:
(i) 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 within 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.
?m ?SAV ?SB
OWL 3,994 sg ft ?None
(ii) Describe the purpose of the excavation in these areas:
Fill will be placed in 3,994 sq feet of wetlands as a
result of construction of the road crossing.
9•
4. GENERAL
(i) 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 high-ground? ?Yes ®No
If yes,
(ii) Avg. length of area to be filled:
(iii) Avg. width of area to be filled:
(iv) Purpose of fill:
a.
Will the proposed project require the relocation of any existing
utility lines? ?Yes ®No
If yes, explain:
b. Will the proposed project require the construction of any temporary
detour structures? ?Yes ®No
If yes, explain:
252..808-2808 ;: 1-888-4RCOASf :: ,+v?e.ra Mod t?ifn na ar;e t.rge# revis"-,10/s81it6

If this portion of the proposed project has already received
approval from local authorities, please attach a copy of the
approval or certification
< Form continues on back>
c. Will the proposed project fequire any work channels? d. How will excavated or fill material be kept on site and erosion
?Yes MNo controlled?
If yes, complete Form DCM-MP-2. Fill material will be kept onsite and erosion controlled
through the sediment and erosion control measures.
e. What type of construction equipment will be used (for example,
dragline, backhoe, or hydraulic dredge)?
The culvert will be installed using either a backhoe,
excavator or similar commercial construction equipment.
g. Will the placement of the proposed bridge or culvert require any
shoreline stabilization? ?Yes MNo
If yes, complete form MP-2, Section 3 for Shoreline
Stabilization only.
07/19/11
Date
Beaufort East Village
Project Name
Blue Treasure, LLC
Applicant N nn
=% 7??- - ?tk [kore-e-eJ Applicant Signature
252-806-2808 0- 1-8884RtOAa't' ;t woos,v.r,cco-astairrfanzagprpippt.not reVisedt 10126/tab
f. Will wetlands be crossed in transporting equipment to project site?
?Yes MNo
If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
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