20070129 Ver 1_CAMA Application_20070122

~~~
~~_ 20070 ~ 28
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, Director William G. Ross Jr., Secretary
January 19, 2007
JAN z ~ X001
MEMORANDUM: ~ ~~~~~~~~
~Rllfi,~fied 6yiM!~1'~FtRA~sf?N
TO: Cyndi Karoly, Supervisor
401 Oversight & Express Permits Unit
Division of Water Ouality-Surface Water Protection
FROM: Doug Huggett, Major Permits Coordinator
SUBJECT: CAMA /Dredge & Fill Permit Application Review
Applicant: Atlantic Blue Management c/o B. Edge (Anchors Bend S/D)
Project Location: 2220 Middle Sound Rd., adjacent to the AIWW and Middle Sound, in
Wilmington, New Hanover County.
Proposed Project: Applicant proposes to subdivide the 128.91 acre tract into a 192-lot
subdivision with roadways, utilities, recreation center, trails and driveway
bridges
Please indicate below your agency's position or viewpoint on the proposed project and return
this form by February 12, 2007. If you have any questions regarding the proposed project,
please contact Robb Mairs 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

DNISION OF COASTAL MANAGEMENT 2 ~ ~ 7 ~ X 2 9
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Atlantic Blue Management c/o Bart Edge PROJECT NAME: Anchors Bend
Subdivision
2. LOCATION OF PROJECT SITE: The project is located at 2220 Middle Sou-id Loop Road, adjacent to the
Atlantic Intracoastal Waterway and Middle Sound, in Wilmington, New Hanover Co.
Photo Index - 2006: 21-7381:17-24, D-P 2000: 21-261:20-24, C-P 1995: 21-243:17-21, B-O
State Plane Coordinates - X: 2337355 Y: 125369 GPS - 0-072513A
Latitude: 34°05'21.31491"N Longitude: 77°53'09.21007"W
3. INVESTIGATION TYPE: CAMA/ D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 07/25/06
Was Applicant Present -Yes (agent)
5. PROCESSING PROCEDURE: Application Received - 12/15/06 (completed)
Office -Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan -Wilmington /New Hanover Co.
Land Classification From LUP -Conservation/Resource Protection
(B) AEC(s) Involved: ES, OR
Water Dependent: No
(D) Intended Use: Private Residential Subdivision
(E) Wastewater Treatment: Existing -Septic Planned- Municipal sewer
(F) Type of Structures:
Existing -Single family residence with swimming pool and driveway, sewer lines and lift station
Planned - 182-lot residential subdivision with recreation center, pool and gravel trails
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7
HABITAT DESCRIPTION:
[AREA]
I~RF,DGF,D FILLED OTHER
8.
(A) Vegetated Wetlands ("404 type") 6,969 sq. ft.
(B)Non-Vegetated Wetlands (Stream Channel) 238 linear
feet
(C) Other - Highground 66 acres
(including road const. and uplands fill) (disturbed)
(D) Total Area Disturbed: 66 acres
(E) Primary Nursery Area: No
(F) Water Classification: SA-ORW Open: No
PROJECT SUMMARY: The applicant is proposing to subdivide the 128.91 acre tract into a 182 lot residential
subdivision with roadways, utilities, recreation center, trails and driveway bridges.

Atlantic Blue Management c/o Bart Edge /Anchors Bend Subdivision
Page Two
9. PROJECT DESCRIPTION
The project is located at 2220 Middle Sound Loop Road, adjacent to the AIWW /Middle Sound, near Wilmington,
in New Hanover County. To find the project site travel north on US Highway 17 from Wilmington to Middle
Sound Loop Road in the Ogden area of New Hanover County. Turn right onto Middle Sound Loop Road and
travel approximately 0.7 miles to Ogden Elementary School. Turn right at the school and continue on Iyliddlc
Sound Loop Road for approximately 2.2 miles to Oak Winds Marina. The property is located on the west side of
Middle Sound Loop Road across the street from Oak Winds Marina / Harrelson's Boat Basin.
The property encompasses approximately 128.9 acres and is bordered by Middle Sound Loop Road to the east, and
residential development to the north, south and west. The property is heavily wooded with an average elevation
ranging from 4' to 30' above mean sea level (MSL). High ground vegetation consists of mixed hardwoods and
managed pine plantation. An existing single-family residence and swimming pool are located on the proposed
Lot-51. An existing sanitary sewer lift station is located between Lot 59 and Lot 60. A culvert under Middle
Sound Loop Road near the southeastern corner of the property connects the waters of Middle Sound (Oak Winds
Marina / Harrelson's Boat Basin) to the major drainage feature of the eastern portion of the property. This stream
acid associated wetlands extends across the property in a east /west direction for approximately 1.800 feet.
continuing into the adjacent Stonybrook Subdivision. Normal High Water (NHW) extends from this culvert
approximately 150 feet west into the property from the culvert at Middle Sound Loop Road. Coastal ~~~etlands
extend outward from the culvert approximately 320 feet upstream. Coastal wetlands consist primarily of Smooth
Cordgrass Marsh (Spartina alterniflora) near the culvert, transitioning to high marsh consisting primarily of Black
Needlerush (Juncus roemarianus), Cat-tail (Typha spp.), Sea Lavender (Lin~oniunz spp.), and Bulrush (Scirp~s
spp.). The western portion of the property drains to a tributary of Pages Creek, however the normal high water line
of this tributary and the Coastal Wetlands associated with the tributary do not extend onto the applicant's property.
The western portion of the property also contains two channelized streams, the longer of which drains to Pages
Creek. Several of the smaller §404 Wetland areas on the property, which were historically isolated, have been
previously ditched and are connected to the streams. The property contains approximately 0.84 acres of Coastal
Wetlands and approximately 10.64 acres of §404 Wetlands. The §404 Wetland delineation was certified by the
U.S. Anny Corps of Engineers on February 13, 2006. The largest of the §404 Wetland area is also associated with
the property's main drainage feature on the eastern side of the site.
The waters of Middle Sound, directly adjacent to the project site, are classified as SA-ORW b}~ the North Carolina
Division of Water Quality. They are not designated as a Primary Nursery Area (PNA) by the N.C. Division of
Marine Fisheries, and they are closed to the harvest of shellfish. The upstream area of Pages Creek, which the
western portion of the project drains to, is classified as SA by the North Carolina Division of Water Quality, is
designated as a Primary Nursery Area by the Division of Marine Fisheries, and is closed to the harvest of shellfish.
PROPOSED PROJECT
The applicant is proposing to subdivide the 128.9.1 acre tract into a 182 lot residential subdivision to be known as
Anchors Bend. Individual lot sizes would range from 7,000 to 30,000 sq. ft., at a density of 1.59 units per acre.
Twenty-four (24) town home units are also proposed in northwestern portion of the property. The area of the
property between the town home units and northwestern property line is shown on the plans as an area of future
development for baseball fields, soccer field, and tennis court. Initial development would include the clearing and
grading of approximately 66 acres of the site for road and utility installation and lot preparation. The limits of
disturbance are shown on the applicant's plans (Sheets land 2 of 8) as a dark shaded line. The subdivision would
have two entrances /exits from Middle Sound Loop Road, as well as, one road connection each from the adjacent
North Bend and Stoneybrook Subdivisions. The existing structures on Lot S 1 would be removed. The applicant is
also proposing a pool and recreation center located between Lots 50 and 51.

Atlantic Blue Management c/o Bart Edge /Anchors Bend Subdivision
Page Three
>Jleven (11) wooden bridges are proposed for walking trails and to provide access to building lots across drainage
easements. Bridges would range in size from 8-1 1 feet in width and would be 30 feet in length. Bridge details are
provided on Sheets 4-6 of 8. Nine culverts would be installed for road crossings impacting approximately 238
linear feet of stream channel. Fill associated with road crossing would also impact approximately 0.16 acres of
§404 Wetlands. Onsite mitigation is proposed for the wetland and stream impacts. Mitigation would include
approximately 1,700 linear feet of stream restoration and 1.2 acres of wetland restoration.
The applicant indicatesthat a State Stonnwater Permit Application was submitted to the Division of Water Quality
on June 5, 2006 and a Sedimentation and Erosion Control Plan was submitted to New Hanover County on March
15, 2006.
10. ANTICII'ATED IMPACTS
The proposed road construction and site grading would disturb approximately 66 acres of high ground and would
result in the filling of approximately 0.16 acres (6,969 sq. ft.) of §404 Wetlands for the proposed road crossings.
Approximately 238 linear feet of perennial stream would be impacted for the proposed road crossings and culvert
installation. Total impervious surface coverage within the 575' Estuarine Shoreline AEC would be 5 %. ANC
DWQ Wastewater Collection System Permit WQ0030310 was issued on June 30, 2006.
Submitted by: Jim Gregson Date: 01/17/07 Ofiice: Wilmington

CAMA MAJOR PERMIT NARRATIVE
ANCHORS BEND
WILMINGTON; NC
For
Atlantic Blue Management, Inc.
15209 McComb Manor Court
Charlotte, North Carolina 28277
[phone]
December 12, 2006
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. ,,
ESP Associates, P.A.
engineering • .rurvening • planning
2120-8 Cnpital Drive, Wilmington, North Caroline 18405
910.313.6648 jax:910.313.6823
www. espassociates. com
ESP Project Number: TB30.701

NARRATIVE
DESCRIPTION:
The site is a 128.91-acre tract located in the Middle Sound Area of New Hanover
County. The tract is bounded by Middle Sound Loop Road to the south, single-family
development to the north, west and east. The site contains heavily vegetated areas. All
runoff from the site drains to Middle Sound (SA ORW) and Pages Creek (SA HQW).
There are wetlands and streams located in the proposed project area.
The project is a new residential subdivision that will require clearing and grading for
the installation of roads, amenity areas and utilities. Impervious surfaces for this project
have been designed not to exceed 25% of the entire site in order to stay within the low
density thresholds and associated CAMA regulations. About 66.00 acres will be
disturbed by the construction work. The water supply will be dedicated to and operated by
the City of Wilmington. The sewer collections system will be dedicated to and operated by
New Hanover County.
The site is proposed as low density, with a proposed maximum impervious surface
of 25%. The site will be developed under the low-density guidelines using grass swales
and wetlands for treatment. There will be no direct discharges of stormwater into any
watercourses located throughout the site.
CAMA ISSUES:
Approximately 11.65 percent (15.0 acres) of the Site is within 575' of the Middle
Sound ORW Area of Environmental Concern. There are 0.84 acres of coastal wetlands
on the Site adjacent to the normal high water line on the eastern portion of the property
draining to Middle Sound. There is a connection by culvert under Middle Sound Rd.
between Oak Winds Marina and the coastal wetlands on the site.
There will be upland development with bridges and culverts on the property. The
upland development will consist of 182 residential lots ranging in size from 7,000 to
30,000 square feet and 24 town homes. There are 11 wooden bridges approximately
8-11' wide and 30' long (Table 1). The bridges are for walking trails and access to lots.
There are 9 culverts ranging in diameter from 15" to 49" and approximately 25' to 72'
long (Table 2). The density of the residential units is 1.59 per acre. There are a total of
5759 linear feet of stream and 11.6 acres of wetlands on the Site. The project will
impact 0.16 acres of wetlands (Table 3) and 238 linear feet of stream (Table 4). There
will be a recreational center, club house and two pools.
All of the CAMA issues are labeled on Figures 1 and 2. Close ups and cross
sections of the bridges, culverts, wetland impacts, stream impacts and other proposed
structures are given in Figures 3-8.
OTHER PERMITS:
A jurisdictional determination by the USACE of the wetland delineation was
completed by Jennifer Frye on February 13, 2006. A state stormwater permit application
was submitted on 6/5/06. A sediment and erosion control plan was submitted on
3/15/2006. ESP has been in communication with the USACE throughout this process.
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MITIGATION:
The project will be using onsite mitigation for the wetland and stream impacts.
There will be -1700 linear feet of stream restoration on a previously ditched 2"d order
tributary draining to Pages Creek. There is also the proposed restoration of a 1.2 acre
wetland feature feeding into this tributary to mitigate for the fill of three small wetlands
needed for roadways.
In general, the proposed mitigation design for the stream will consist of cutting
back the existing banks and narrowing the channel to an average width of 5-6 feet
without deepening it in order to create a more efficient stream for sediment transport
while still allowing the stream to utilize a newly developed floodplain. The proposed
active floodplain is approximately 50 foot on both sides of the channel. These
floodplains will be lowered to the estimated bankfull elevation of the stream. Within
these floodplains, small wetland features will be created to help promote better water
quality and habitat for hydrophytic vegetation and wildlife. The overall location of the
stream will not be altered.
The wetland restoration feature located along the upper reach of the UT has
hydric soils, but due to previous ditching, the wetland has diminished. This wetland
restoration will involve enhancing already present depressions by building up the
ground elevation around this area and plugging some of the already existing ditches
that drain these features. This would allow natural groundwater input to accumulate
giving sufficient water storage in the already present hydric soils for hydrophytic plants.
A connection to the UT will remain in place giving this feature the ability to flush during
heavy rain events.
Sincerely,
ESP Associates, P.A.
Jason Hales
Staff Scientist
ESP Associates P.A.
Office :910-313-6648
Mobile: [phone]
jhales espassociates.com
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Table 1: Bridae Dimensions
Brid e # Pur ose Width ft Len th ft
1 Walkin Trail 8 30
2 Lot Access 11 30
3 Lot Access 11 30
4 Lot Access 11 30
5 Lot Access 11 30
6 Lot Access 11 30
7 Walkin Trail 8 30
8 Walkin Trail 8 30
9 Walkin Trail 8 30
10 Lot Access 11 30
11 Lot Access 11 30
Table 2: Culvert Dimensions
Culvert # Pur ose Diameter in Len th ft
1 Road Crossin 24 45
2 Road Crossin 42 25
3 Road Crossin 48 63
4 Road Crossin 18 43
5 Road Crossing (two pipes 49 72
at same location) 33 72
6 Road Crossin 36 54
7 Road Crossing (two pipes 57 44
at same location) 38 44
8 Road Crossing (two pipes 24 26
at same location) 30 60
9 Road Crossin 15 71
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Table 3. Wetland Impacts

Wetland
Located Distance
Area

Impact Type of Wetland
within to
of

Area Number
Type of Impact (e.g., forested,
100-year Nearest
Impac
(indicate on marsh, herbaceous, Floodplain Stream (acres
map) bog, etc.) (yes/no) (linear
feet
W 1 Earthen fill Forested No 652.78 0.02
W2 Earthen fill Forested Yes 276.22 0.06
W3 Earthen fill Forested Yes 264.63 0.06
W4 Rip Rap Forested No 564.31 0.003
W5 Earthen fill Forested No 0 0.02
Total Wetland Impact (acres) 0.163
Table 4. Stream Impacts
Stream Average Impact
Impact Stream Type of Perennial or Stream Length Area of
Number Name Impact Intermittent? Width (linear Impact
(indicate Before (acres)
on ma Im act feet)
S1 UT ll Perennial 69
57 0
01
w culvert 11 . .
S2 UT Earthen fill perennial 61.84 0.02
S3 UT Earthen fill Perennial 15 61.84 0.02
w/culvert
S4 UT Earthen fill Perennial 5 44
6 0
01
w/culvert . .
Total Temporary Stream Impacts (by length and acreage) 0 0
Total Permanent Stream Impact (by length and acreage) 237.8 0.06
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WATER
~,~g gr QIJAUTy
Form DCM-MP-1 r~rcgp~~
APPLICATION
(To be completed by all applicants)
b. City, town, community or landmark
/h: ~~~,le So~.~~
1. APPLICANT - - -
a. Landown/e~r: n/~ ~Bdr~ ~~~
Name A~jlan•~~L ~'Lr /-lana~c[..Ke.,.-~ 1
Address ~SoZOc1 /~e ~o~,.~ ~nd~ `~~~~
City C ~ ac `o~~ State ~C
Zip S a 7 Day Phone Toy- ~6 q- ~s37
Fax 7~~~' ~~ ~ ' 76y
b
c. Street address or secondary ro1ad numbf~r /f
,~,Zp ~1:0~~~ So.,..rJ~ (,o~.,Q ICoa.cJ
d. Is proposed work within city limits or planning
jurisdiction? / Yes No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) S~'w 1 S ~1_
~,~~ ~, ~k
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
A
Authorized gent. n \
Name ~'S~ ~SSoe.aj~J P/~~ (7~ Na~.sJ
Address c7 ~~O - Q (,all: ~a ~ OC
City ~ ,',.~. State ~yC-
Zip ~~`~oS Day Phone 1~ ~ '3i 3 - 604
Fax Flo , 3~ 3 - 8a3
c. Project name (if any) fin L' ~orJ 6e~~
NO7E: Pcrndt will be issued in name of landowner(s), and/or
project name.
2. LOCATION OF PROPOSED
PROJECT
a. County f Yew n ~n~ aT
a. List all development activities you propose (e.g.
building a borne, motel, marina, bulkhead, pier, and
excapavation andlor filling a rv~ties.
IC1.,4, N~~sc
b. Is the proposed activity maintenance of an existing
project, new work, or both? /lew t~1or k
c. Will the project be for public, private or commercial
use? nt'iv~.~~
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. If more space is Deeded, please attach
additional pages. ~,~~;°.., ~ ~' ~a~
. w;t1 ~
e ~w OC ~~ :....
' 1 ,
Revised 03/95

Form DCM-MP-I
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4. LAND AND WATER
CHAR.A-CTERISTICS
a. Size of entire tract 1 a 8 . `1 1 aciP s
~:
. ~~
i <~
~;G... .. ~ " ~.,
m. Describe existing wastewater treatment facilities.
n.
Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
wastewater, industrial/conunercial effluent, "wash
down" and residenti^al discharges.) ~ (A ~;w{~
~~ SW~•cc Pvn-v`]= (105' Sw•.lo.. .1 vdk~~+ ~-
,.wT{~- Sl, a _. ~ 'v. F ~ c . ~ a
b. Size of individual lot(s) 7, 0O0 ~o ~ oo~~+-~
c. Approximate elevation of tract above MNW or
NWL 5/ ~ } • 3o t
~ „~1,6~r ~ L~rnnl,....Q..b
d. ~joil type(s) and texture(s^s) of tract y •~
(' 4P O oS1..-,.~ lt4uQS Wc~od• n ~Q.'~/
e. Vegetation on vact ,h~xe~- ~~aw~ F e.,~
f. Man-made features now on tract S .: :le+~
Ag„x1- do Sll t~ ~ $~,r er e~se~.-,
g. What is the CAMA Land Use Plan land
classification of the site? (consult the local lmtd ~~ plan. J
conservation Transitional
Developed Community
Rural Other
h. How is the tract zoned by local government?
R-ate
i. Is the proposed pr jest consistent with the applicable
zoning? ~ es No
(Attach Zoning rnnjpliance certificate, if appGaableJ
j. Has a professional azchaeological assess ent been
done for the tract? Yes ~No
If yes, by whom?
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes No
I. Are there wetlands on site? ~/ Yes + No
Coastal (marsh) Other
If yes, has a delineation been conducted?
(Attach doatmenuuion, if ovmlableJ
Describe existing drinking water supply source.
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
• A copy of the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties. If the applicant is not
claiming to be the owner of said property, then
forward a copy of the deed or other instrument under
which the owner claims title, plus written permission
from the owner to carry out the project.
• An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 1 /2" by 11 " white paper. (Refer to
Coastal Resources Commission Rule 7J.0203 for a
detailed description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other lazger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
Engineers regarding that agency's, use of larger
drawings.) A site or location map is a part of plat
requirements and it must be sufficiently detailed to
guide agency personnel unfamiliar with the area to the
Reviud 03/95

r ~ :: ; ~ , t ~ ~ f R~~ ~i~ f„e,•
Form DCM-MP-1
site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
• A Stormwater Certification, if one is necessary.
• 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. Upon signing this form, the applicant
further certifies that such notice has been provided.
Name
Addres:
Phone
Name
Address
Phone
Name
Address
Phone
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
• A check for 5250 made payable to the Department of
Environment, Health, and Natural Resources
(DENNR) to cover the costs of processing the
application.
• A signed AEC hazard notice for projects in
oceanfront and inlet areas.
• A statement of compliance with the H.C.
Environmental Policy Ad (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public land's, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND
1 understand that any permit issued in response to this
application will allow only the development described in
the application. The project will be subjecx to conditions
and restrictions contained ~Z the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
I certify that 1 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.
a~ 6
This is the ~Z day of ~_, ~
Print Name Sasoi. N ~.~ts
Signature
r or Authorized ,!gent
Please indicate aft
project.
DCM MP-2
_ DCM MP-3
DCM MP-~
?DCM MP-S
_ DCM MP-6
achments pertaining to your proposed
Excavation and Fill Information
Upland Development
Structures Information
Bridges and Culverts
Marina Development
NOTE: Please sign and date each attachment in the
space provided at the bottom of each form.
Revised 03/95

Form DCM-MP-2
EXCAVATION
AND FILL
(Except bridges and culverts)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-I. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
Describe below the purpose of proposed excavation or
fill activities. All values to be given in feet.
Average First
E~dsdog Project
Length Width Depth DepW
Access
channel
(MLW) or (NWL)
Canal
Boat
basin
Boat
ramp
Rock
groin
Rock
breakwater
Other
(Excluding
shoreline
stabiliution)
R'1
YKETGr,t . , , ~., ;i , t_ ,?n~~; ~ i`l'k ~FtgWC~l
1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards /Von~ r
b. Type of material to be e1xcavated So; ~ `ot
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or er wetlan / Yes No
/ton-t^,~~I~.l ~ a.,Uls + s+t~",,.5 ~~r ro4.~ pl,«,.a,~-t
d. Highground excavation in cubic yards
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area /y~ _
b. Dimensions of disposal area
c. Do you claim title to disposal area?
Yes No
If no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for .future
maintenance? Yes No
If yes, where?
Revised 03/95

` f s
',i. .. ._ i,. r
K
Form DCM-MP-2 ~~
e. Does the disposal area include any coastal wetlands If yes,
(marsh), SAVs or er wetlands? (1) Amount of material to be placed in the
Yes ~No water
(2) Dimensions of fill area
f. Does the disposal in de any area in the water?
Yes No (3) Purpose of fill
b. Will fill material be la in coastal wetlands
3. SHORELINE STABII.IZATION (marsh SAVs or ther wetland
Yes No

a. /]/'
Type of shoreline stabilization /" ~ If yes,
(1)
Dimensions of 11 area L'ross Sc~~,e..+s ~~~4-~:
Bulkhead Riprap '
(2) Purpose of fill -l-
b. L gth
c. Ave ge distance waterward of MH or NWL
5. GENE RAL
d. Maximu distance waterward f MHW or NWL
a. How will excavated or fill material be kept on site
e. Shoreline a sion during receding 12 months and erosion contrrolled? ~ ~
f]10~n ~o ~ ,J« ~J~IM.A~4
T
(Sourct of info 'on)
f. Type of bulkhea or riprap material
b. What type of construction equipment will be used
;' (for example, dragline, backhoe, or hydraulic
g. Amount of `fill in c bic yards to be placed below dredge)?/~ /~
water lev~ ~ IJccr (^+ ~
(1) prep \
(2) ulkhead backfill ~,
~'~ c. Will wetlands be cr;,ssed in transport g equipment
h. a of fill material to project site? Yes ~o
~ If yes, explain steps that will be taken to lessen
environmental impacts.
i. Source of fill material ~`
4. OTHER FILL ACTIVITIES ~~ e ('`O ~ s ~ ~~
Applicant Project N
(Excluding Shoreline Stabilization)
signs
a. Will fill material be b ught to site? ~Z,~~~ ~~ 0
Yes No o„~
Revised 03/45

Form DCM-MP-3
UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major h.
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
a. Type and number of buildings, facilities, units or
structures proposed ~ e~..;I
~? H ~fo~.,.. kn S aQ.~.k I n .~lo,>;~ I Rrc~ ~.• ~,~ dc..~l.
b. Number of lots or parcels _ a?v
c. Density (give the number of residential units and the
units per acre) _ 1.59 ~~ ~ is /acre
d. Size of area to be graded, filled or disturbed
including roads, ditches, etc. 6 ~ acic5
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.
If applicable, has a sedimentation and erosion
control plan been ~bmitted to the Division of Land
Resources? / Yes No
If yes, date submitted 31iSlo~
f. List the materials (such as marl, paver stone,
asphalt, or conc^rete) to be used for paved surfaces.
~a~J- ~ l'wclQlp
g. Give the percentage of the tract within 75 feet of
MHW or NWL, or within 575 feet in the case of an
Outstanding Resource Water, to be covered by
impervious and/or built-upon surfaces, such as
pavement, buildings, rooftops, or to be used for
vehicular driveways or parking. ~~°%
~°•y8a~
Revised 03/95
r ~ _ i'' ~ ~ , } ~,,, ~ ! _
"~ G
D
:1~iv ~ ~ ~n)~
4';'.;vr, x~'Ai
VL!ET~4AJi~'rAbluk7~~F ,ie~ ai:~l'Y
rxa r,~
Projects that require a CAMA Major Development
Permit may also require a Stormwater Certification.
Has a site development plan been submitted to the
Divisio of Environmental Management for review?
Yes No ~/
If yes, date submitted S~vG
Describe proposed method of sewage disposal.
j. Have the facilities described in Item i. above
received state or local approval? v25
(attach appropriate documentation)
k. Describe location and type of proposed discharges to
waters of the state (for example, surface runoff,
sanitary wastewater, industrial/commercial effluent,
"wash down" and residential disc acres).
~ ~~~
o ~- ~ k+n ~ a..
1. Describe proposed drinking water supply source
(e.g. ell, community, public system, etc.)
m. Will water be impounded? ~ Yes No
If yes, how many acres? 1.3 J
n. If the project is a oceanfront development, when
was the lot(s) platted and recorded?
f1M~nct~ IJe,~~~
Appli t or Project N e
S' lure
_~ l21~2~0~
>~~

Form DCM-NIP-S
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.
1. BRIDGES ~/ya1r~.~:~2. w~ ~,ob~es aNac~rJ
a. Public Private ^~
b. 'Type of bridge (construction material)
boa d
tl ~.,1`~
c. Water body to be cross `ed by bridge
S~~ _.~.. C ~ Swa~tS
d. Water depth at the proposed crossing at MLW or
NWL /1/A'
e. Will proposed bridge~Place an existing bridge?
' Yes / No
If yes,
(1) Length of existing bridge
(2) Width of existing bridge
(3) Navigation clearance underneath existing
bridge
(4) Will all, or a part of, the existing bridge be
removed? (Explain)
f. Will proposed bridge eplace an existing culvert(s)?
Yes ~No
i_..
~- t _ ,-
(4) Will all, or a part of, the existing culvert be
removed? (Explain)
g. Length of proposed bridge `1-AS~e ~ 3~~
h. Width of proposed bridge 7~~~~ 2 8--1
i. Height of proposed bridge above wetlands
NA-
j. Will the proposed brid affect exisfmg water flow?
Yes _~No
If yes, explain
k. Nav~~ n clearance underneath proposed bridge
1. Will the proposed bridge affect navigation by
reducing or increasing the existing navigable
opening? Yes ~/ No
If yes, explain
m. Will the proposed bridge cross wetlands co taming
no navigable waters? Yes ~ No
If yes, explain
If yes,
(1) Length of existing culvert n,
(Z) Width of existing culvert
(3) Height of the top of the existing culvert above
the MHW or NWL
Have you contacted the U.S. Coast Guard
concerning their apprpwal?
Yes / No
If yes, please provide record of their action.
Revised 03195

v ~,~~Il~t~~
JAN ~ 2 Zt1~7
Form DCM-MP-S
ANA $'~t~itfiii~tYA7ltRBRANCH
2. CULVERTS
a. Waster body in which ~cAUlve11rt is to be lacDed ///1~~ 1/~
Y~~y~J~G1~0~ T~ Mir~tA~~ ~`~C~i~ P4.~°S VcV~
b. Number of culverts proposed
c. Type of culvert (construction material, style)
~~u~l~ s1~~N. d~a~,. ~
d.
Will proposed culvert lace an existing bridge?
Yes ~N
If yes,
(1) Length of existing bridge
(2) Width of existing bridge
(3) Navigation clearance underneath existing
bridge
(4) Will all, or a part of, the existing bridge be
removed? (Explain)
e. Will proposed calve eplace an existing culvert?
Yes No
If yes,
(1) Length of existing culvert
(2) Width of existing culvert
(3) Height of the top of the existing culvert above
the MHW or NWL
(4) Will all, or a part of, the existing culvert be
removed? (Explain)
f. Length of proposed culvert la~e. ~ . 2S ~ ~~?2 ~
g. Width of proposed culvert Table ~• t5" ~o S7"
h.~ Height of the top of the proposed culvert above the
MHW or NWL it/Q
i. Will the proposed cult' affect existing water flow?
Yes No
If yes, explain
._
k..~.,.. 4 ~ _.. ,.
L ?1~ ~ s ,€
j. Wi11 the proposed culvert affect existing navigation
potential? Yes __~No
If yes, explain
3. E%CAVATION AND FII.L
a. Will the placement of the proposed bridge or culvert
require any excavation below the MHW or NWL?
Yes _~No
If yes,
(1) Length of area to be excavated
(Z) Width of azea to be excavated
(3) Depth of azea to be excavated
(4) Amount of material to be excavated in cubic
yazds
b. Will the placement of the propos r~ or culvert
require any excavation within: No
_ Coastal Wetlands _ SAVs _ er Wetlands
If yes, .
(1) Length of area to be excavated
(2) Width of area to be excavated
(3) Amount of material to be excavated in cubic
yards
c. Will the placement of the proposed bridge or culvert
require any highgrou excavation?
Yes ~No
If yes,
(1) Length of area to be excavated
(2) Width of azea to be excavated
(~ 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:
(1) Location of the spoil disposal area
(2) Dimensions of spoil disposal azea
(3) Do you claim title to the disposal area?
Yes No
If no, attach a letter granting permission from
the owner.
Re.~a os~s

~r. , b
~ ,. r,;t"
_ ~ `a , ...
Form DCM-MP-S
(4) Will the disposal area be available for future
maintenance? Yes No
(~ Does the disposal area include any coastal
wetlands (marsh), SAVs, or other wetlands?
Yes No
If yes, give dimensions if different from (2)
above.
(ti) Does the disposal area include any area below
the MHW or NWL? Yes No
If yes, give dimension if different from No. 2
above.
e. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d, above) to be pl below
MHW or NWL? Yes No
If yes,
(1) Length of area to be filled
(2) Width of area to be filled
(3) Purpose of fill
„_,
b. Will the proposed project require the relocation of
any existing utility lines? ~~ Yes No
If yes, explain in detail .., ; a,'
c. Will the proposed project require the construction of
any temporary detour ctures?
' Yes No
If yes, explain in detail
d. Will the proposed project uire any work
channels? Yes ~No
If yes, complete Form DCM-MP-2
e. How will excavated or fill material be kept on site
and erosion controlled? .Sd~E Co~~ta~~,~lc.,~
S~~M:~.~k ~II~ Io 6
f. Will the placement of the proposed bridge or culvert f. What type of construction equipment will be used
result in any fill (other than excavated mater' (for example, dragline, ba~ k/hoe or -hydraulic
described in Item d, above) to be placed within ,(/~ dredge)? 6~1~d~~r ~ ~a~t^o2, ~r~I
_ Coastal Wetlands - SAVs . Other Wetl
If yes,
(I) Length of area to be filled
(2) Width of area to be filled
(3) Purpose of fill
g. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) to be placed on
highground? ~ Yes No
If yes,
(I) Length of area to be filled F~ -
(2) Width of area to be filled
(3) Purpose of fill
g. Will wetlands be crossed in transpo g equipment
to project site? Yes ~No
If yes, explain steps that will be taken to lessen
environmental impacts.
h. Will the placement of the roposed bridge or culvert
require any shoreline ilization?
Yes No
If yes, explain in detail
~7~I~l.~u I S IJ4.nr~
4. GENERAL t or Prof ame
a. Will the proposed project involve any mitigation? /~/~L /O
`~ Yes No ` U
If yes, explain in detail laoa' ,~ S)~ec.,,. ~'tSdo~a~~.... I~tc
~ f.,Z ~ctr ye.~l~~ res~dto.~:~,,~ ~ G~b~ ol.:r~SFar~,~w.,
Revised 03/95