20080909 Ver 1_Application_20080603

PARKER & ASSOCIATES, INC.
Consulting Engineers - Land Surveyors - Land Planners
r
TO:
306 New Bridge Street + P.O. Box 976
Jacksonville, NC 28541-0976
[phone] + Fax: [phone]
LETTER OF TRANSMITTAL
401 / Wetlands Unit DATE: June 2, 2008
1650 Mail Service Center REF: Blue Creek Estates
Raleigh, NC 27699-1650
404 Wetlands PCN
WE ARE SENDING YOU: . 0 8 0 9 0 9
Seven (7) collated copies of all USACE Permit materials and one (1) review fee check in the amount of
$240.00
DELIVERY VIA:
® Regular Mail
? UPS Overnight
? Hand
? UPS Ground
THESE ARE TRANSMITTED AS CHECKED BELOW:
® For Approval
? For Your Use
? Other
COMMENTS:
? As Requested
? For Bids Due
? Federal Express
? Other
? For Review and Comment
Kninker, P.E.
Copies To: Ms. Joanne Steenhuis (LOT only) /
n
MJK/ads Mr. Brad Shaver (LOT only) p ? 016 M
Mr. Steve Wangerin (LOT only) U
CF (P), LAM JUN 3 2008
(if enclosures are not as noted, kindly notify us at once)
DENR - WATER QUraUTY
c 1. LOTS. MJK. Wedand. 5.12.08 WETLANDS AND STORMWATER BRANCH
EMAIL ADDRESS: TEXT MESSAGES TO: paitext(d),bizec.rr.com MAPS AND PLANS TO: paidraft6i0izec.rr.com
+ ENVIRONMENTAL ENGINEERING + STORMWATER, WATER AND WASTEWATER SYSTEMS
+ FEASIBILITY AND DEVELOPMENT CONSULTING + GLOBAL POSITIONING SURVEYS + SUBDIVISION AND CONSTRUCTION PLANS
Office Use Only: Form Version March 05
08 0 9 0 9
USACE Action ID No. DWQ No.
kit any parttcuiar item is not appucabie to tors project, please enter "Not Applicable" or "N/A".)
1. Processing !+
Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
? 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 29
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here:
If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: BRYNN CREEK, LLC BRYNN MARR HOMES, INC. STEVE WANGERIN
CEO/ VP MEMBER MANAGER
Mailing Address: 2421 MARINE BLVD N
JACKSONVILLE, NC 28546
Telephone Number: [phone] Fax Number- [phone]
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: M.J. KLINKER, P.E.
Company Affiliation: PARKER & ASSOCIATES, INC.
Mailing Address: P.O. BOX 976
JACKSONVILLE, NC 28541
Telephone Number:_ [phone] Fax Number: [phone]
E-mail Address: paitext(iOizec.rr.com
o [E?Mawlgn
Page 5 of 12 SUN 3 2008
DENR. VVAT ER QUALITY
wETtANDS AND STORMWATER BRANC"
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: BLUE CREEK ESTATES
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 435717018928
4. Location
County: ONSLOW Nearest Town: JACKSONVILLE
Subdivision name (include phase/lot number): BLUE CREEK ESTATES
Directions to site (include road numbers/names, landmarks, etc.): FROM
INTERSECTION US 17 AND NC 24 TO 1.6 MILES NW ON NC 24 TO LEFT TURN
ON BLUE CREEK ROAD, GO 1.4 MILES TO PROJECT ON RIGHT.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 34.7603 ON 77.5024 °W
6. Property size (acres): 109.4
7. Name of nearest receiving body of water: BLUE CREEK
8. River Basin: WHITE OAK
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: SITE IS WOODED WITH MANY TRAILS.
ADJACENT PROPERTIES ARE SIMILAR WITH A PROPOSED / CONSTRUCTED
SUBDIVISION NEAR BY.
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
RESIDENTIAL SUBDIVISION - TYPICAL ROAD CONSTRUCTION AND LOT
GRADING EQUIPMENT
11. Explain the purpose of the proposed work: CONSTRUCTION OF RESIDENTIAL
SUBDIVISION
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules. WETLANDS DELINEATION COMPLETE, SENT TO NEEDHAM
ENVIRONMENTAL, INC. 3/23/07 FOR CORPS SIGNATURE. PROJECT NAME
"PROPOSED BLUE CREEK ESTATES."
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
NO, THIS WORK WILL COMPLETE THE PROJECT
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts:
SEE ATTACHED
Page 7 of 12
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
es/no Distance to
Nearest
Stream
linear feet Area of
Impact
(acres)
SEE
ATTACHED

Total Wetland Impact (acres) 0.15
3. List the total acreage (estimated) of all existing wetlands on the property: 22.72
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreajae, multiDly leneth X width, then divide by 43.560.
Stream Impact
Number
indicate on ma
Stream Name
Type of Impact
Perennial t?
Intermittent. Average
Stream Width
Before Impact Impact
Length
linear feet Area of
Impact
acres
SEE
ATTACHED

Total Stream Impact (by length and acreage) 56 0.005
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredizinR, floodine. drainage, bulkheads, etc.
Open Water Impact
Site Number
indicate on ma Name of Waterbody
(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc. Area of
Impact
acres

Total Open Water Impact (acres) 0
Page 8 of 12
6. List the cumulative impact to all Waters of the U.S. resultinc from the oroiect:
Stream Impact (acres): .005
Wetland Impact (acres): 0.15
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0
Total Stream Impact (linear feet): 56
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
N/A
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts. HORIZONTAL AND
VERTICAL STREET ALIGNMENTS OPTIMIZED TO MINIMIZE WETLANDS
IMPACTS LOTS SHARE COMMON DRIVEWAY ACROSS WETLANDS WHEN
NEEDED SEWER CROSSINGS ARE ONLY TEMPORARY DISTURBANCES AND
RESULT IN NO LOSS TO WETLANDS. SEE ATTACHED FOR MORE
INFORMATION.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
Page 9 of 12
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/stnngide.html.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
FOUR (4) EXISTING CROSSINGS WILL BE RESTORED, APPROXIMATELY
60 LF OF CULVERT WILL BE REMOVED. EXISTING FORDS WILL BE
ABANDONED, WETLANDS CONSERVATION
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): 56
Amount of buffer mitigation requested (square feet): 0
Amount of Riparian wetland mitigation requested (acres): 0
Amount of Non-riparian wetland mitigation requested (acres): 0.15
Amount of Coastal wetland mitigation requested (acres): 0
Page 10 of 12

IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ? No
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impact Multiplier Required
(square feet) Mitieation
1 3 (2 for Catawba)
2 1.5
Total
* Zone I extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 213.0242 or.0244, or.0260.
Page 1 l of 12
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level.
A 24% BUA Low Density project is proposed The project is subject
to a Stormwater Permit
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Sanitary Sewer pumped to existing Off-site treatment plant
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No ?
Is this an after-the-fact permit application? Yes ? No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No ?x
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
0
Applicant/?nt's Signature Date '
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Updated 11/1/2005
Page 12 of 12
Sheet1
Blue CreekEstates
05/08/08
Wetland Type of Type of Located within Distance to Nearest Area of
Impact Number Impact Wetland 100 yr Flood Plain Stream (If) Impact (acres)
1 Culvert/Fill Forested N 0 0.029
2 Culvert/Fill Forested N 300 0.027
7 Temporary Forested N 600 0.020
8 Temporary Forested N 600 0.020
9 Temporary Forested N 600 0.008
10 Temporary Forested N 450 0.020
11 Culvert/Fill Forested N 850 0.024
Total Wetland Impact 0.15
Stream Impact Stream Name Type of Perennial / Average Stream Impact Length Area of Impact
Number Impact Intermittant Width (linear ft) (acres)
1 UT to Blue Creek Culvert Perennial 4 56 0.005
Total 56 0.005
Restoration
Wetland Type of Type of Located within Distance to Nearest Area of
Restoration Restoration Wetland 100 yr Flood Plain Stream (If) Restoration
3 Remove Culvert/Fill Forested N 250 0.007
4 Remove Culvert/Fill Forested N 300 0.005
5 Remove Fill Forested N 0 0.007
6 Remove Culvert/Fill Forested N 750 0.005
Total Wetland Impact 0.02
Page 1
.08 0909
JUN 3 2008
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BLUE CREEK r'°?vMOME
Brynn Creek, LLC
ESTATES 2421 North Marine Blvd.
Jacksonville Twp., Onslow Co., North Carolina Jacksonville, North Carolina 28546
(9 I O) 455-3555
)ate: 05/14/08 Parker & Associates, Inc.
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Temporary a plan titled 'J.W. Morton Estates'
Impact Aran `l•? prepared by Charles F. Riggs 4 -Wetlands
#8 856.3 S.F t Associates, Inc., dated -Wetlands Line
Indigo Drive i February 5, 1999• R/W - Right of Way
/ S.F. - Sqpare Foot
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lands _.., i Temporary Q - Lot Number
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OVERALL PROJECT - EXHIBIT MAP II - Sheet 2 of 15
BLUE CREEK 4uer/bevel°
Brynn Creek, LLC
ESTATES 242 1 North Marine Blvd.
Jacksonville, North Carolina 28546
Jacksonville Twp., On510w Co., North Carolina [phone]
Date: 05/14/08 Parker & Associates, Inc.
Scale: 5/ 14/0'
Filename:
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RCP - Reinforced Concrete Pipe
RRA - Rip Rap Apron
R/W - Right of Way
S. F. - Sgyare Feet
S.S. - Sanitary Seu)er
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WETLANDS IMPACT #1 - EXHIBIT MAP III Wetlands Line
Sh
eet 3 of 15
BLUE CREEK '
ESTATES
Jacksonville Twp., Onslow Co., North Carolina
vetoRer:
Brynn Creek, LLC
242 1 North Marine Blvd.
Jacksonville, North Carolina 28546
[phone]
Sate: 05/14/08 Parker & Associates, Inc. >?;off
kale: 5 Noted
-ilename: _
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RCP - Reinforced Concrete Pipe Scale: 10=40'
RRA - Rip Rap Apron
R/W - Right of Way
S.F. - Square Feet R/W R/W
SFM - Sewer Force Main
S.S. - Sanitar
ST - Sediment
Typ. - Typical
3c1 - Lot Number
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40 e

Force Main
1/4, Ft. min.

Sod sh
ld
ou
ers
4 fill slopes
36

34 F-
3:1 min.
'•,
. ?g L
2
y = Inv
In
. 32 existin
33.00 g
= grade

Inv.
30 '
?
31.00
40 20 0
`PIPE "DID ? 40
^•(? 4\ Vertical Scale: IN=4'
Worizontal Scale: 111=40'
WETLANDS IMPACT #2 - EXHIBIT MAP IV - Sheet 4 of 15
BLUE CREEK °"rter'DCVe1o
Brynn Creek, LLC
ESTATES 242 1 North Marine Blvd.
Jack5onville Twp., On5low Co., North Carolina Jacksonville, North Carolina 28546
[phone]
Date: 05/14/08 Parker & Associates, Inc.
Scale: As Noted ?" g°Ilso?
Filename: Consul
Blue Creek Estates-Exhibits.dwg tins +++eel'a P.O. BOZ 976 - 211111541- U
Dl5k: Acad #2006 Land Surveyors - Land Planners J?Oe Now li?id;e r llm
Drawn By: BLD ??°' North
Phone [phone] - Fox [phone]
Legend:
ex. - Existing
inv. - Invert
S. F. - Sgyare Feet
Typ. - Typical
17 - Lot Number
-Wetlands
--I - - Disturbed Limits
sf- - Silt Fence
-- - - Wetlands Line
- - CL Woods Trail
A J-
p oFESS/0
• ¢ SEAL 7
029091
y.
C) • N(3IN0?C/ .
•
%
S ?yl?
Restoration Area #3
Scale: I"-40'
C
42
40
38
36
34
32
30
RESTORATION AREA #3 - EXHIBIT MAP V - Sheet 5 of 15
BLUE CREEK
ESTATES
Jacksonville Twp., On5low Co., North Carolina
Brynn Creek, LLC
242 1 North Marine Blvd.
Jacksonville, North Carolina 28546
[phone]
Diate:05/14/08 Parker & Associates, Inc.
Scale: As Noted >HNwy os
dename:
Slue Creek Estates-Fxhibts.dw9 Cane Engineers P.O. Boz 99'0 - 80641-M6
)isk: Acad #2006 Land Surveyors - Land Planners Jaab 906 NOW > set - EoawWe. Nar!>4 Carolina
na
)rawn By: BLD Phone [phone] -fiat [phone]
40 20 0 20 40
RESTORATION AREA #3
Vertical Scale: 1"-4'
Horizontal Scale: 0-40'

r7-L
Srw-
?
v

ti
'ye ?S
\?. O
Legend:
1
\--_!\ Ins
at Ea
\ Mastic pipF\ Area

Remove existing pipe
4 road/fill material-
to native soils. Seed
with wetlands mix
t cover with Amery
Excelsior Type 11
9lanket
t'o
ex. - Existing
inv. - Invert
S.F. - Square Feet
Typ. - Typical
13 - Lot Number
-Wetlands
-'DL- - Disturbed Limits
sf-- - Silt Fence
- - - Wetlands Line
- - 4, Woods Trail
It If
CARo
.0 Of,
•q SEAL 9? -
029091
1.•
INE? .
%??••'?NG • Z
Silt (0p.
1 /
/ 13

171 ?--?-
Silt
le of-
- \ \ \Ketlands
\ Lint (Typ•)
\ 'nv.SO
\ exrs ?
\ \ -woods roan `
14 - ?
e i
11.6 S. F.
Restoration Area #4
Scale: 1"=40'
Qc
42
40
38
36
12" pv
34
inv 6.6
32
30
40 20 0 20 40
RESTORATION AREA #4
Vertical Scale: 1"=4'
Horizontal Scale: 1"=40'
RESTORATION AREA #4 - EXHIBIT MAP VI - Sheet 6 of 15
BLUE CREEK
ESTATES
Jacksonville Twp., Onslow Co., North Carolina
Brynn Creek, LLC
242 1 North Marine Blvd.
Jacksonville, North Carolina 28546
[phone]
Date: 05/14/08
Scale: As Noted Parker & Associates, Inc.
Filename: NT,, Engineers ?Blue Greek Estates-Exhibts.dwg Consulting "P.O. BOX 998 - ZM41-OM
300
N°wMill gbrmt
Disk: Acad #2006 Land Surveyors - Land Planners
s _ -o
carelfba
Drawn By: BLD Phone [phone] !ax
(910) 465-U41
Remove existing pipe. Remove fill material #
accumulated debris until native soils are reached,
Prepare soil # sow with wetlands seed mix. Install
American Excelsior Curlex Blanket # stake or staple
to hold In place.
l
\ \ \ \ goo silt fence at edge
\ \ \ ' . _ / of for ion area after
\ \ \ eti restoration
Blue Creak Farms, 7?, 1 112 \ \ \ \` / I i Y
Section 11 Restorati - k \
Area 618.3 S.F. \ / \ \\ \\ i I I
--ex/ 12'%CPP \ \ , ) I \
/ \ \ I \ Blue Creek
Estates
Existing Design ea 288.4 S.F.
Blue Creek Farms II \
Fose Properties,L.-CG\
D.B. 2452, Pg. 413 \ \ i / \
M.B. 41, Pg 201 \
Iwet}ands Restoration
Install silt fence at edge i
of restoration area after \ \ \' "?Ws?
cam leti restoration \ ?r\ \ ?? ,? \ Line (Vyp.
z0
Legend:
CPP - Corrugated plastic pip.-_ Restoration Area #5
ex. - Existing
S.F. - Sgyare Feet Scale: I"-40'
_ Typ. - Typical
93 i - Ad joiner Lot Number
46
1p -Lot Number ex grade trai t
-Wetlands ¢4
-of-- Silt Fence ex. -- - Wetlands Line ?ad
42 wetionds grade
ACOa?i/
ex. 12" CPP
ZD . 'FESS/p . ?j': 40
0 [?=R!w=noveex
9
Q SEAL ?.
029091 38
46- TT
40 20 0 20 40
• Restoration Area #5
`y! -a Vertical Scale: 1"-4'
11'V ° Norizontol Scale: 1"-40'
RESTORATION AREA #5 - EXHIBIT MAP VII - Sheet 7 of 15
BLUE CREEK
ESTATES Brynn Creek, LLC
242 1 North Marine Blvd.
Jack5onvllle Twp., On5low Co., North Carolina Jack5onvllle, North Carolina 28546
[phone]
gate: 05/14/08
A5 Noted
kale: Parker & Associates, Inc. s?
Rename: ,, o?,
lue Crcek E5tatc5-FxhiMt5.dwy CoIIeult p ""f?+?? P.O. SoZ 'o7e -50641-00'!6
h5k: Arad #2006 Land surveyors - Land Planners SOS Mw fittest -50640
irawn By: BLD Phone [phone]- FM (901u) 866-3441

Remove existing pipe
4 road/fill material
to native soils. Seed
with wetlands mix
Restoration Area 4 cover with American
Silt Fence Excelsior Type 11
Blanket
Install Silt Fe ??ee
at of IReostorn'Riah 44
Area i l I ? ? ??„
/ / / Iv \ tlands
, I 3` .83\ \ .erne (Typ. )
32
\ L t s 3 Mall Silt Fence
\
toratidn \ ?t 1=dge of Restoration
l \ Area #6 \ existing Ams Typical
\ O, S.F oods road
Restoration Area #6
North per 20119
Scale: 0-40' 116. 41, P9
3E
Le
end
g
:
36 ex. - Existing
inv. - Invert
S
F
- S
ar
F
t
.
.
qu
e
ee
Typ.
34 33
Lot Number
er

-Wetlands
32
-•-Dl-- - Disturbed Limits
af- - Silt Fence
- - - Wetlands Line
30 - CE Woods Trail

28 30 76
e?,,, ?C
%% KN
0 ES
• QQ
26
40 zo 0 20 40

SEA
L

RESTORATION AREA #6 029091
=
' • ?
?

•. ,
,?
Nr;1NE?P ' •?
;?
y
vertical Scale: 1"-4' '9?.` •. .. %
Horizontal Scale: 1"-40'
t
TEMPORARY DISTURBANCE AREA #6 (4 b`6
- EX
HIBIT MAP VIII
- Sheet 8 of 15

BLUE CREEK 020r..
ESTATES BYY? Creek, LLC
242 1 N
orth Marine Blvd.
Jacksonville Twp., Onslow Co., North Carolina Jacksonville, North Carolina 28546
(9 ) O) 455-3555
Date: 05/14/08
Scale: As Noted Parker & Associates, Inc.
vkug ISMI
Filename:
Blue Creek Estates ExhiMts.dwg
Dlsk: Aced #2006
Ac COIISl11 p??
t+T- ? Engineers
Land Surveyors - Land Planners suo
P.O. Box 9'76 - $5641-0076
?° Now Ad4p eft - '866 0
Drawn
BLD
Y' Jam, North Carolina
Phone [phone] - Fax [phone]
I -'(Typ•)
I
`\ I I I I A
74,
\ 5 i I ??? I\ ? ?\
rh I J'
F lyl I? / I I I
M 4
/
/ I
i /•/ I ?' I• #b / I
I \ \ // 97
/ I I 4-
\
Temporary Disturbance Area #7
Scale: 1"-40'
q
D.1. To PVC
Adaptor
8" S.S.
0 0.45;
This wetlands corridor
shall be disturbed as
minimually as possible
to install the piers
and aerial sewer

Legend:
D.I. - Ductile Iron
L.F. - Linea- Feet
RCD - Rock Check Dam
S.F. - Square Feet
S.S. - Sanitary Sewer
ST - Sediment Trap
Typ. - Typical
q7 - Lot Number
-Wetlands
'-DL - Disturbed Limits
sf- - Silt Fence
- - - Wetlands Line
8' PVC 5.5
'VC
`?tiiltl±il}i??i
•???N AAA
26 =Q ?FE?S/p?
;,Qp
• SEAL 9? =
24 029091
40 20 0 20 40 ??'•.,CC?/ Q` ?:
SEWER LINE "A" TEMPORARY YIV,
DISTURBANCE CROSSING #7 1
Vertical Scale: 0-4'
Norizontal Scale: I"-40' 11
TEMPORARY DISTURBANCE AREA #7 - EXHIBIT MAP IX - Sheet 9 of 15
BLUE CREEK 4suner?Dev JQwr:
ESTATES Brynn Creek, LLC
242 1 North Marine Blvd.
Jacksonville Twp., Onslow Co., North Carolina Jacksonville, North Carolina 28546
(91 O) 455--33555 55
Date: 3cale:5/14/08 Parker & Associates, Inc.
kale: As Noted
-dena me: .?
31ve Creek Estates-Exhibits.dwg Conan lUnd p.. ? ?neers P.O. am 976 - 2x641-0976
Disk: Acad #2006 Land Surveyors - Land Planners 300 00hNow Bouvah N
drawn By: BLD Phom [phone] - V W(9018") 466-3L41
S?Syys H°ryto
it ? ' ? i • i ?i
,\ \\ \ \ \ Install silt fence
1\ l \ \ \ 1 46 at edge of wetlands
\ t? \I after crosai
Wetlands
Install silt fence \ , ` #8 M6/?F /
at edge of wetlands \ \ \ /
after crossing - -?- - /
Temporary Disturbance
/
451
\ 29 C
` - Wetlands
1 1` Line (Typ. )
3
-- ?3 - - ?`

Area #8
Scale: 0-40'
q
\A C
ARo
0F
y: p .ESSio .??
_ Z;•QQ ti-??• y
SEAL
029091
1 U
32
30
28
26
24
22
20
SEWER LINE "B" TEMPORARY
DISTURBANCE CROSSING #8
After installing sewa-,
restore soils to natural
grade. Prepare seed
bed and apply wetland
seed mix. Install
American excelsior
Curler Type II
blanket.
a, S.S
N
~le ? pen
Legend:
L.F. - Linear Feet
S. F. - 5cpare Feet
S.S. - Sanitary Sewer
Typ. - Typical
Lot Number
-Wetlands
-?(-- - Disturbed Limits
af- - Silt F
ence
(? (0? Vertical Scale: 0-4' - - - Wetlands Line
Horizontal Scale: 111-40'
TEMPORARY DISTURBANCE AREA #8 - EXHIBIT MAP X - Sheet 10 of 15
BLUE CREEK Brynn Creek, LLC
ESTATES 242 1 North Marine Blvd.
Jacksonville Twp., Onslow Co., North Carolina Jacksonville, North Carolina 28546
(9 10) 455-3555
Date: 05/14/06
Scale: As Noted
Filename:
Blue Greek E5tate5-Exhibit5.dwg
Disk: Acad #2006
Drawn BY: BLD
Parker & Associates, Inc.
consuluns Engineers P.O. Doz 076 - 86641- OVM
Land Surveyors -Lana Planners 306 Now ROV gbwt -80640
Phone (010) 4W-2414 North Fox (910) 466-U41

WetlauJs _ _
Line (Typ.) ?\ \ \ / ?' 47 I
\ \ ` Install si f
Replace existing pipe ?\ \ \ at edg??of ti
with sane size RCP, \ \ 1 after/ crossi
at some grade. y
Install silt fence C 46 \, \ \\ \ E / _??
at edge of wetlands
after crossing J
existing
woods road
Legend:
B.Q. - Blowoff
L.F. - Linear Feet
S. F. - Sgyare Feet
S.S. - Sanitary Sewer
Typ. - Typical
45 - Lot Number
-Wetlands
---OL- - Disturbed Limits
sf- - Silt Fence
- - - Wetlands Line
- - C Woods Trail
5'
g F. \ lands \ v I ? \ \ .. \ 7.1 ?
T t ?.
' k
? 33 8 5. \ ? \ \ I \?
(?45 > J I
?X
Temporary Disturbance After installing sewer,
restore soils to natural
Area #9 grade. Prepwis seed
bed wetlancl
Stole: 1"-40' seedamix. p Install
American excelsior
3E Curler Type 11
blanket.
34
32
30
28
26
`,,,?r+rrrrrr?
=OQ`•?FESS/p?9?? ?I 24
2 30 F.
Q SEAL
`029091 .•?? 22 Cp
40 20
;j 0 20 40
,L SEWER LINE "B" TEMPORARY
0r is I DISTURBANCE CROSSING #9
/ Vertical Scale: 1"-4'
Horizontal Scale: 0-40'
TEMPORARY DISTURBANCE AREA #9 - EXHIBIT MAP XI - Sheet 11 of 15
BLUE CREEK Qwner?Develoexr•
ESTATES Br`Y? Creek, LLC
242 1 North Marine Blvd.
Jacksonville Twp., Onslow Co., North Carolina Jacksonville, North Carolina 28546
[phone]
Date: 05/14/08 Parker & Associates, Inc.
kale: As Noted
-filename:
31ue Creek Estates-Exh?its.dwy Consulting il?nsers P.O. Box 976 - 29641-0976
)15k: Acad #2006 Land Surveyors - Land Planners X06 Now ? ?e, North etre+sst - Bea
Drawn By: BLD Phone [phone] -- Paz [phone]
k/V/
Install silt ferlicd/ It at edge of
puetAa / ?' - / / / ?/
after cross) n /
-15
Anstall silt fence
1 \ - / at edge of wetlands
1 \ \ _ -? / / , i / ter crossing
?- -? ? ----- 44 L.F.
S.S.
y5'-- ---? _ /- - ----
Z 7-1-
( / 50 5' Wide
After Installing sewer,
(
restore soils to natural 1 I / - _ / / 57
Grade. Prepare seed I L-
bed and apply wetland
seed mix. Install s
?
American excelsior e ?
Curler Type 11
blanket. , < 10 865 1 S.F /
Temporary Disturbance
Area #10 Legend:
Scale: 1 --40
¢ L.F. - Linear Feet
S
N
3E
34
32
30
28
,boi?IFi7?i?9i 26
CAH0
?p . •FESS/a . r .
24
•?QSEAL
029091 22
?iy • NGINEE •'?`C'`.`
%
.F. - Sgyare Feet
S.S. - Sanitary Seujer•
Typ. - Typical
Lot Number
-Wetlands
--Dl.- - Disturbed Limits
of- - Silt Fence
-- Wetlands Line
a'
S. S

'poll 20
"' 20 0 20 40
SEWER LINE "C" TEMPORARY
DISTURBANCE CROSSING #10
Vertical Scale: I"-4'
Horizontal Scale: 111-40'
TEMPORARY DISTURBANCE AREA #10 - EXHIBIT MAP XII - Sheet 12 of 15
BLUE CREEK Dinner/Developer
Bryn Creek, LLC
ESTATES 242 1 North Marine Blvd.
Jacksonville Twp., 0-low Co., North Carolina Jacksonville, North Carolina 28546
[phone]
Date: 05/14/08
State: As Noted Parker & Associates, Inc. g>I=,?,
Filename:
Blue Crcek E5tate5-Exhbt5.dm3 Consulter Dineen P.O. Box 976 - 28641-0m
306 Drup
Disk: Acad #2006 land Surveyors - Land Planners
" linreet - SB640
Drawn By: BLD Phone [phone] North Paz (910) 8441
30' Access -
Easertnent
43 128 71?
1? 11
\ "
I
> ? I
Wetlands
\
Line (Typ. \ \ /
)L

-"I
Wetlands
I Impact *&I
y 103-S.P
of =?T

Wetlands Impact #11

'fL
40
15:1 Slope
or Flatter
WFSTO
C
P
or Flatter
38

36
28
' 97
:R:p
L.F. 18
at Existing
Wetlands Gr
34 ?DL
sf-

32

30

28

26
lc
24 CFES
Q
?
.QQ
- SE
0290
-" Yv N u 20 40
WETLANDS IMPACT #11
Vertical Scale: 1"-4'
Horizontal Scale: 1"-40'
Legend:
L.F. - Linear Feet
RCP - Reinforced Concrete Pipe
RRA - Rip Rap Apron
S.F. - Sgyare Feet
S.S. - Sanitary Seiner
Typ. - Typical
- Lot Number
-Wetlands
- Disturbed Limits
- Silt Fence
Wetlands Line
AR '-
Slp".<
AL =
i 91 • ?`;
•,??? FL J
1 1 /o,
WETLANDS IMPACT #11 - EXHIBIT MAP XIII - Sheet 13 of 15
BLUE CREEK s
ESTATES
Jack5onville Twp., On5low Co., North Carolina
Brynn Creek, LLC
242 1 North Marine Blvd.
Jack5onolle, North Carolina 28546
[phone]
Date: 05/14/08
Scale: As Noted Parker & Associates, Inc, svoing ElarIAGA.
-filename: }?T- y!??.?
3e Creek Estates-Exhibits.dwg Consuilting Engineers P.O. Box M - dal- M
3" New srte. ;K -88640
D15k: Acad #2006 Land Surveyors - Land Planners 3j" ?
Drawn By: BLD °ortrth C?O?
Phones [phone] - ru (910) 41IM-11114tI
TOP VIEW
FRONT VIEW
Notes
Larger Headwall may be required to accommodate skewed pipes.
6
SIDE VIEW
T
3'3'
12'
I +---- 6'
IF
5'9'
NOTES,
1. PRECAST CONCRETE HEADWALL TO BE PRE-
ENGINEERED AND PREFABRICATED BY OLD
CASTLE OR APPROVED EQUIVALANT.
2. ALL CONCRETE TO BE 4000 P.S.I.
3. REINFORCEMENT STEEL MEETS ASTM 615
GRADE 60 WITH 2' MIN. CLEARANCE.
4. REINFORCEMENT SET 12' C. ON C. BOTH
WAYS TYPICAL.
5. ALL EXPOSED EDGES CHAMFERED 3/4'.
6. PIPE TO BE GROUTED INTO HEADWALL AT
JOB SITE BY CONTRACTOR.
7. PRECAST HEADWALL STRUCTURES SHOULD
BE POSITIONED AROUND AN EXISTING PIPE
OR PIPE INSERTED INTO HEADWALL.
HEADWALL STRUCTURE SHOULD BE PLACED
ON 24' MIN. #57 STONE.
Note.
Headwall shall be Inspected and stamped by the manufacturer OLD CASTLE
C 2
certifying the headwatl meets North Carolina Department of P.O. BOX 27077
Transportation standards. RALEIGH, 7611
(910) 772-626301
FAX [phone]
CONCRETE HEADWALL DETAIL
Not to Scale
20' PAIEMENT
Fill Slope SHOULDER
Fill Slope
3?
Existing ZA.BC. ASPHALT
Grade Existing
5 Erosion Control Erosion Control Grade
10' Fabric Fabric 5
Excavate q"-I'. Install Excavate q11-1'. Install
Erosion Control fabric and REP RAP AT TOE OF FILL SLOP ``?? rr +r Erosion Control fabric and
2 layers 6-q" rip rap. ?` N Cf?, 2 layers ( rip rap.
Rip Rap to be flush with Not to Scale .` n? '?Ri Rap to be flush with
fill slope/existing grade. NOTE: '%0 ?•0'FESS/0 t F1 slope/existing grade.
l/
SEE PLAN FOR STREET ?•QQ`•:
AND RIGHT-OF-WAY DIMENSIONS. EAI..
029091
DETAIL SHEET - EXHIBIT MAP XII Ieet 1 of 1? (Q
5
BLUE CREEK Owner/bevel°?r
ESTATES Brynn Creek, LLC
242 1 North Marine Blvd.
Jacksonville Twp., Onslow Co., North Carolina Jacksonville, North Carolina 28546
[phone]
Date: 05/14/08
Scale: As Noted Parker & Associates, Inc. °ilename:
3lue Creek Estates-Exhbt5.dwg Conmat? Engineers P.O. Box 970 -
Disk: Arad #2006 Land Surveyors - Land Planners 306 New Beidp 9blot - Ma
Drawn By: BLD Phons (910) 24 4 - North CarolID&
(p 3441

Notes:
I. Wetland crossings; initial disturbance of these areas shall be limited
to only that area minimally needed to allow passage of construction
eWipment to prepare for the installation of the crossing and to
execute upland construction on the opposing side of the crossing.
Grubbing or land disturbance of the subject area shall not be
performed until the culverts, backfill material, erosion and sediment
control materials or devices sufficient to substantially complete
the construction and stabilization of the crossing are staged or
stockpiled at the location. Due consideration shall be given to impending
inclement weather conditions that may adversely affect the
completion of the crossing in the shortest time practicable.
2. No construction of the crossing shall commence in the wetlands until all materials needed for
the crossing are staged on site.
3. When possible work in the wetlands shall be done during periods of
dry weather.
4. Work in the wetlands shall be completed in the minimum time necessary.
5. Remove silt fence at crossing.
b. Install crossing. Finish grade area.
7. Install permanent ground cover (sod) on slopes.
8. Install silt fence at toe of fill slope and as needed to prevent erosion.
`III16181:0,,I
, kA CqR
O
A •OFESB/0
SEAL
?i 029091
y GINE?
114, Fk J KL
'???, 1111II?
Sheet 15 of 15
NOTES - EXHIBIT MAP XIII -
BLUE CREEK
ESTATES
Jacksonville Twp., Onslow Co., North Carolina
Date: 05/14/08
Scale: Not to Scale
Filename:
Blue Creek Estates-Exhibits.dwg
Dl5k: Acad #2006
Drawn By: BLD
Brynn Creek, LLC
242 1 North Marine Blvd.
Jacksonville, North Carolina 28546
[phone]
Parker & Associates, Inc.
Consulung Feels P.O. Hos
Land Surveyors - Land Planner. 306 Now Brldp gtre.t - MW
Phoa s (910)465-P?414 - North Carona&
Fax (910) 4W-5441
g loi H°u hoQ?
?-
co?lltem
1-11ri ai 'e enr
PROGRAM
Steve Wangerin
Brynn Creek, LLC
2421 Marine Blvd. N
Jacksonville, NC 28546
Project: Blue Creek Estates
May 16, 2008
Expiration of Acceptance: November 16, 2008
County: Onslow
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NCEEP) is willing to accept
payment for impacts associated with the above referenced project. Please note that this decision does not assure that the payment will
be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the applicant to contact these
agencies to determine if payment to the NCEEP will be approved.
This acceptance is valid for six months from the date of this letter and is not transferable. If we have not received a copy of the
issued 404 Permit/401 Certification/CAMA permit within this time frame, this acceptance will expire, It is the applicant's
responsibility to send copies of the permits to NCEEP. Once NCEEP receives a copy of the permit(s) an invoice will be issued based
on the required mitigation in that permit and payment must be made prior to conducting the authorized work. The amount of the In
Lieu Fee to be paid to NCEEP by an applicant is calculated based upon the Fee Schedule and policies listed at www.nceep.net.
Based on the information supplied by you the impacts that may require compensatory mitigation are summarized in the following
table.
River CU Stream (feet) Wetlands (acres) Buffer I Buffer II
Basin Location (Sq. Ft.) (Sq. Ft.)
Cold Cool Warm Riparian Non-Riparian Coastal Marsh
Impacts White 03030001 0 0 56 0 0.15 0 0 0
Oak
Credits White 03030001 0 0 112 0 0.30 0 0 0
Oak
Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation. If the regulatory agencies require
mitigation credits greater than indicated above, and the applicant wants NCEEP to be responsible for the additional mitigation, the
applicant will need to submit a mitigation request to NCEEP for approval prior to permit issuance. The mitigation will be performed
in accordance with the Memorandum of Understanding between the N. C. Department of Environment and Natural Resources and the
U. S. Army Corps of Engineers dated November 4, 1998.
If you have any questions or need additional information, please contact Valerie Mitchener at [phone].
Sincerely, Q
Y?
William D. Gilmore, PE
Director
cc: Cyndi Karoly, NCDWQ Wetlands/401 Unit
Brad Shaver, USACE-Wilmington
Joanne Steenhuis, NCDWQ- Wilmington
M.J. Klinker, agent
File
X"tor' ... E ... Protect' Our State ??A
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / www,nceep.net
c/3/•; - (?.,?}?? ?? i (. \6/ 3 c .. -.-'q?•
41
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?em _ {•..c?' 11

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SCALE 1:24 000
0 KILOMETERS 1 2
0 METERS 1000 2000
0 1
MILES -- -
3000 4L300 5000 6000 7000 8000 9000 1000C
FEET
CONTOUR INTERVAL 2 METERS
NAL GEODETIC VERTICAL DATUM OF 1929
ELEVATIONS SHOWN TO THE NEAREST 0.1 METER
LEVATTONS SHOWN TO THE NEAREST OS METER
PLIES WITH NATIONAL MAP ACCURACY STANDARDS
1. S. GEOLOGICAL SURVEY. RESTON, VIRGINIA 22092
rOPOGRAPHIC MAPS AND SYMBOLS IS AVAILABLE ON RF \UEST

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QUADRANGLE LOCATION
CONTOURS AND ELEVATIONS
IN METERS
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CLASSIFICATION
Primary highway, Light-duty road, hard or
hard surface... . ? improved surface._
Secondary highway,
hard surface._ Unimproved road
; Interstate R oute
U. S. Route State Route
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ffHERINE LAKE, N. C.
SE/4 RICHLANDS 15' QUADRANGLE
N3445-W7730/7.5
1980
DMA 5455 1 SE-SERIES V842
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\N hQ ?yo? Control by USGS, NOS/NOAA and North Carolina Geodetic Survey it z
MN
??P 6 Topography by photogrammetric methods from aerial photographs l i000 o ?pD
taken 1974. Field checked 1975. Map edited 1978 ?:?c"
Projection and 10,000-foot grid ticks; North Carolina coordinate 6` - - - -
system (Lambert conformal conic) 107 25 MILS MILSI? CONTOI 1000-meter Universal Transverse Mercator grid ticks, NATIONAL GEOC
zone 18, shown in blue. 1927 North American datum I ?) = Zip I
Red ,tint indicates areas in which only landmark buildings are shown 3AC SprtJ?I L4- /V04T7f
Hofmann Forest boundary from data supplied b UTM GRID AND 1978 MAGNETIC NORTH V - C-
by DECLINATION AT CENTER OF SHEET /r
North Carolina Forestry Foundation THIS MAP COMPLIES WITt
FOR SALE BY U. S. GEO)_O
A FOLDER DESCRIBING TOPOGRAPH
1 1978
Blue Creek Estates
Brynn Creek, LLC
Wetlands Narrative and Justification
Blue Creek Estates is a proposed 111 lot residential subdivision off of Blue Creek Road in Onslow
County, North Carolina. The site is 109.4 acres of which 22.72 acres are wetlands.
Impact minimization was a clear focus during the road design phase. The streets curve around the
wetlands as much as practical to avoid wetlands crossings. In fact, the streets only cross the wetlands
in two (2) places. In addition to the street crossings one adittional permanent crossing is needed to gain
access to lots. In this case, Two (2) lots share a single driveway (lots 43 and 44.) Lots 45 and 46 will
make use of an existing crossing to access the buildable area across the wetlands.
Additional Temporary disturbances are required for the installation of sanitary sewer mains. Once the
sewer mains are installed the area will be regraded to match the previously existing grades and planted
with a wetlands seed mixture. The temporarily disturbed areas for sewer line crossings will be placed
in a utility easement.
To mitigate the impacts of the permanent and temporary crossings, many existing piped crossings will
be restored. The wetlands will be restored by removing existing culverts and fill material to the native
soils. Once native soils are reached a seed bed will be prepared, seeded with a wetlands seed mix, and
covered with a Curlex Blanket. Approximately 60 LF of existing pipe and 1043 SF of wetlands will be
restored. In addition, there are many forded wetlands crossings witch will be abandoned once the
subdivision is constructed.
The impact areas are summarized as follows:
Impact #1: The first road crossing culverted is pirpendicular to the wetlands. The road is kept as
low as possible to minimize the width of the impact.
Impact #2: The second road crossing is also pirpenmdicular to the wetlands. The road is kept as
low as practical to minimize the width of the crossing.
Restoration #3: This is an existing hunting trail crossing that has an existing pipe. The intent of the
restoration is to hydraulicly reconnect the wetlands by removing the pipe, restoring the crossing to the
original cross section by removing fill, preparing a seed bed and seeding with a wetlands seed mix.
Restoration #4: This is an existing hunting trail crossing that has an existing pipe. The intent of the
restoration is to hydraulicly reconnect the wetlands by removing the pipe, restoring the crossing to the
original cross section by removing fill, preparing a seed bed and seeding with a wetlands seed mix.
Restoration #5: This is an existing hunting trail crossing that has an existing pipe. The intent of the
restoration is to hydraulicly reconnect the wetlands by removing the pipe, restoring the crossing to the
original cross section by removing fill, preparing a seed bed and seeding with a wetlands seed mix.
Restoration #6: This is an existing hunting trail crossing that has an existing pipe. The pipe will be
removed as part of the restoration efforts in Blue Creek Farms, Section II. The restoration will mimic
the original cross section by removing fill, preparing a seed bed and seeding with a wetlands seed mix.
Temporary Disturbance #7: This is an aerial sanitary crossing. A minimal amount of wetlands will be
disturbed as the contractor installs the aerial crossing. After installing the crossing the area will be
restored to the original cross section, a seed bed will be prepared, and the area seeded with a wetlands
seed mix.
Temporary Disturbance #8,9,10: These are underground sanitary sewer crossings. A minimal amount
of wetlands will be disturbed as the contractor installs the sanitary sewer line. After installing the
crossing the area will be restored to the original cross section, a seed bed will be prepared, and the area
seeded with a wetlands seed mix.
Impact # 11: The culverted driveway crossing is pirpendicular to the wetlands. The road is kept as
low as possible to minimize the width of the impact. Two (2)lots 43 &44 will share this crossing to
minimize the total number of impacts.
AAY-28-2008 WED 11:81 AM P. 002
M 0 1 V 4
NORTH CAROLINA,
ONSLOW COUNTY
DECLARATION OF WETLANDS DELINEATION
THIS DECLARATION OF WETLANDS DELINEATION is made this
day of , 2008, by BRYNN CREED, LLC, a North Carolina limited
liability company having a place of business in Onslow County, North Carolina,
hereinafter referred to as "Declarant".
WITNES SETH:
THAT WHEREAS Declarant is the owner of the real property described in
Paragraph 1 of this Declaration; and
WHEREAS Declarant intends to develop said tract of real property; and
WHEREAS Declarant, as a part of its intention to develop said tract of real
property, is desirous of designating by this instrument areas on said tract of real property
that are generally described as wetlands.
NOW, THEREFORE, Declarant, for itself and its successors and assigns hereby
subjects the aforedescribed tract of real property to the following restrictive and
protective covenants and with respect to such defined wetlands hereby declares as
follows:
1
VAY-28-2008 WED 11.32 AM
1. DESCRIPTION OF REAL PROPERTY:
The real property which is, and shall be held, transferred, sold and conveyed
subject to the protective covenants set forth in the articles of this Declaration is located in
the County of Onslow, State of North Carolina, and is more particularly described as
follows:
Being all of that property as set forth and as shown on that "WETLANDS
CONSERVATION MAP for PROPOSED BLUE CREED ESTATES"
recorded ba Map Book page , Onslow County Registry.
2. WETLANDS AND CONSERVATION SPECIAL PROVISIONS:
A. Compliance with Wetlands Regulations: It shall, be the responsibility
of each owner, prior to alteration of any lot, to determine if any portion of the Lot shall
have been determined to meet the requirements for designation as a regulatory wetland.
Any subsequent fill or alteration of this wetland area shall conform to the requirements of
state wetland rules adopted by the State of North Carolina in force at the time of the
proposed alteration. The intent of this deed restriction is to prevent additional wetland
fill, so the property Owner should not assume that a future application for fill will be
approved. The Property Owner shall report the name of the subdivision, in any
application pertaining to wetland rules. This covenant is intended to insure the continued
compliance with wetland rules adopted by the State of North Carolina, therefore benefits
may be enforced by the State of North Carolina. This covenant is to run with the land
and shall be binding on all parties and all persons claiming under them.
B- Conservation Areas: The areas shown on that plat recorded in Map Book
Page , as conversation areas shall be maintained in perpetuity in their
natural or mitigated condition. No person or entity shall perform any of the following
P. 003
2
WY-28-2008 WED 11:52 AM
activities on such conservation area:
(1) fill, grade, excavate or perform any other land disturbing activities,
(2) cut, mow, burn, remove or harm any vegetation,
(3) construct or place any roads, trams, walkways, buildings, mobile homes, signs,
utility poles or towers, or any other permanent or temporary structures,
(4) drain or otherwise disrupt or alter the hydrology or drainage ways of the areas,
(5) dump or-store soil, trash or other waste, or
(6) graze or water animals, or use for any agricultural or horticultural purpose.
This covenant is intended to ensure continued compliance with the mitigation condition
of a Clean. 'W'ater Act authozization issued by the United States of America, U.S. Army
Corps of Engineers, Wilmington District, Action ED and therefore
may be enforced by the United States of America. This covenant is to run with the land
and shall be binding on the Developer and the Owner of any lot in the subdivision, and all
parties claiming under it.
3. Any conveyance of all or any portion of the real property described in
paragraph 1 hereof shall be made subject to the terms and conditions of this Declaration-
IN WITNESS WHEREOF, Grant has caused this instrument to be signed by its
duly appointed Manager as of the day and year first above written.
BRYNN CREEK, LLC
Steven. W. Wangerim, Manager
P. 004
3
'VAY-28-2008 WED 11:52 01
NORTH CAROLINA
ONSLOW COUNTY
L , a Notary Public of the County and State
aforesaid, certify that Steven W. Wangerin. personally came before me this day and
aclmowledged that he is Mauager of BRYNN CREEK,, LLC, a North Caroliua Limited
Liability Company, and that by authority duly given and as the act of such entity, he
signed the foregoing instrument in its name on its behalf as its act and deed.
Witness nay hand and official seal, this the day of
2008.
My commission expires:
Notary Public
P. 005
4