20070458 Ver 2_401 Application_20071007

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Soil & Environmental Consultants, PA.
11010 Raven Ridge Road Raleigh, North Carolina 27614 Phone: [phone] Fax: [phone]
www.SandEC.com
October 11, 2007
PAID S&EC Project # 9908.W 1
Action ID No. SAW-2007-2995-067
NCDWQ Project No. 07-0458
To: NC Division of Water Quality
401 Oversight/Express Review Permitting Unit
Attn: Cyndi Karoly/Ian McMillan
2321 Crabtree Blvd., Suite 250
Raleigh, NC 27604
Re: Jubilation (formerly known as Goose Bay Plantation)
Onslow County, NC
US Army Corps of Engineers
Wilmington Regulatory Field Office
Attn: Brad Shaver
PO Box 1890
Wilmington, N.C. 28402
On April 18, 2007, our client William Sutton of Sandler at Topsail, LLC, received a "Request for More
Information" letter from Joanne Steenhuis of the Division of Water Quality (DWQ) in addition to receiving
an email with comments on April 16, 2007 from Brad Shaver of the US Army Corps of Engineers
(USAGE). As a result of this correspondence, ameeting was held on May 4, 2007 with Brad Shaver of
the USAGE; Joanne Steenhuis of the NCDWQ; William Sutton of Sandler at Topsail, LLC; Debbie
Edwards and Kevin Martin of S&EC, PA; Dave Bartone of John R. McAdams Co.; and Rob Moul of Land
Management Group, Inc. to discuss the USAGE and the NCDWQ questions and concerns. Since that
time, our client and his engineers/planners have been working diligently to meet the requests of both
regulatory agencies. As a result, the site plan of Jubilation (previously known as Goose Bay Plantation)
has been modified, therefore resulting in a revision of the application and supplemental information.
Because of these revisions, and as a result of the USAGE and the DWQ "Notice of Withdrawal" letters
written on September 18, 2007 and September 20, 2007, consecutively, the applicant is resubmitting a
complete application and supplemental information requesting written concurrence from the USAGE and
the DWQ that the activities proposed below may precede utilizing Nationwide Permit 12, 14, 18 & 29 and
Water Quality Certifications 3625, 3627 & 3631. Please contact Debbie Edwards at [phone] if you
have any questions or require additional information.
PROJECT SUMMARY
Project Name Goose Ba Plantation
Project T e Residential Subdivision
Owner / A licant Sandler at To sail
Coun Onslow
Nearest Town Jacksonville
Waterbod Name UT to Turke Creek and UT to Goose Ba
Basin /Sub-basin 03-06-24 and 03-05-02
Index Number 18-87-1 and 19-39-2
Class SA; ORW and SA; ORW
IMPACT SUMMARY
Stream Impact (acres): 0
Wetland Impact (acres): 0.712 (0.496 Permanent
& 0.216 Tem ora • : T.--•- - --
Open Water Impact (acres): 0 ,
Total Impact to Waters of the U.S. (acres): 0.712 (0.496 Perman~t';
& 0.216 Tem ora
Total Stream Impact (linear feet): 0
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Charlotte Office: Greensboro Office:
236 LePhillip Court, Suite C Page 1 of 2 3817-E Lawndale Drive
Concord, NC 28025 Greensboro, NC 27455
Phone: [phone] Phone: [phone]
Fax: [phone] Fax: [phone]

CC:
William Sutton-Sandler at Topsail, LLC
Joanne Steenhuis-NCDENR Wilmington Regional Office-DWO/Surface Water Protection
Attachments:
Revised Pre-construction Notification (PCN) Application Form
Agent Authorization
USGS Vicinity Map
Onslow County Soil Survey
EEP Acceptance letter (dated 08/22/07)
Signed/Notarized Deed Restrictions
Stormwater Plan Permit (SW8070608)
Revised Layout and Proposed Jurisdictional Wetland Impacts Justification-McAdams
Aerial Vicinity Map
Wetland Impact Maps and Overall Site Plans
$240.00 Water Quality Certification Fee
Page 2 of 2

Office Use Only: Form Version March 05
USACE Action ID No. DWQ No. O 7 - ~ ~ 5 $ ~ ~,
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. Processing
r~i~
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: 12, 14, 18 & 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:
5. 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 ~~~re~~~a`°'~?f
Environmental Concern (see the top of page 2 for further details), c~~clf:here °~.~ ~ ~~ , .,
II. Applicant Information
1. Owner/Applicant Information
L(:J
~~+~'~..~~~ 1 ~ ~.;~~
Name: Sandler at Topsail, LLC (Attn: William H. Sutton)
Mailing Address: 3902 Gresham Lake Road
Raleigh, NC 27615
Telephone Number 919-556-4310 Fax Number:
919-556-0690
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: Debbie Edwards
Company Affiliation: Soil & Environmental Consultants, PA
Mailing Address: 11010 Raven Ride Road
Raleigh, NC 27614
Telephone Number: 919-846-5900 Fax Number: 919-846-9467
E-mail Address: dedwards(a,sandec.com
Page 1 of 10

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: Jubilation (previously referred to as Goose Bay Plantation)
2. T.I.P. Project Number or State Project Number (NCDOT Only): n/a
3. Property Identification Number (Tax PIN): 1678-38-4773
4. Location
County: Onslow Nearest Town: Jacksonville
Subdivision name (include phase/lot number): Jubilation
Directions to site (include road numbers/names, landmarks, etc.): The subject site is located
west of Hi~hway 210, south of Folkstone Road and east of Harbor Point Road, Onslow
County, North Carolina. Please see attached aerial vicinity map.
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): 34.5194 °N 77.4530 °W
6. Property size (acres): +/- 726 acres
7. Name of nearest receiving body of water: UT to Turkey Creek 18-87-1, SA ORW and UT
to Goose Bay 19-39-2, SA; ORW
8. River Basin: Cape Fear 03-06-24) and White Oak (03-OS-02)
(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: The existing conditions onsite consists of a cut over from an
old pine plantation along with forestry roads and ditches.
Page 2 of 10

10. Describe the overall project in detail, including the type of equipment to be used:
The proposed project is for a residential development with permanent impacts resultin from
the installation of roads and a pond, temporary impacts resulting from the construction of
utilities. Heav~quipment typically used for road construction, clearing and excavation will
be employed for this project.
11. Explain the purpose of the proposed work: The purpose of this project is to rp oxide
additional housing for the area.
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.
Rob Moul of Land Management Group, Inc. completed the detailed delineation and
conducted concurrence meetings with the USACE (Action ID# 200301193). Jim Banchard
Associates surveyed the jurisdictional areas as per USACE meetings. John R. McAdams
provided impact maps and justification.
Since our on i~pplication submittal, March 12, 2007, a meeting was held on May 4, 2007
with Brad Shaver of the USACE; Joanne Steenhuis of the NCDWQ; William Sutton of Sandler
at Topsail, LLC; Debbie Edwards and Kevin Martin of S&EC, PA; Dave Bartone of John R.
McAdams Co.; and Rob Moul of Land Management Group, Inc. to discuss the USACE and the
NCDWQ questions and concerns of the previously submitted application. On September 18,
2007 and September 20, 2007, consecutively, the applicant received a letter of "Notice of
withdrawal".
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.
According to the applicant, there will be no future 401/404 hermits needed for this property.
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.
Page 3 of 10

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.
Provide a written description of the proposed impacts:
Proposed permanent impacts include 0.496 acres of jurisdictional wetlands associated with
road widening, road crossings and an amenit /y im at~pond. Proposed temporarypacts
include 0.216 acres of jurisdictional wetlands associated with utility construction. All
temporary impacts shall be brought back to grade and re-seeded with wetland seed mix upon
utility construction completion and all remaining utilities for the subdivision will be lp aced
within the right-of--way.
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 Type of Wetland Located within Distance to Area of
Site Number Type of Impact (e.g., forested, marsh, 100-year Nearest Impact
(indicate on map) herbaceous, bog, etc.) Floodplain Stream (acres)
(yes/no) (linear feet)
#1 (NWP #29) Permanent-road
widening Forested pocosin no >1000 0.328
#2 (NWP #12) Temporary-utilities Forested pocosin no >200 0.033
#3 (NWP #12) Temporary-utilities Forested pocosin no >200 0.055
#4 (NWP #12) Temporary-utilities Forested pocosin no >200 0.024
#SA (NWP 14) Permanent-road Forested pocosin yes >1000 0.016
crossing

#SB (NWP #14) Permanent-road
Forested pocosin
yes
>1000
0.010
crossing
#SC (NWP 29) Permanent-road Forested pocosin no >1000 0.004
crossing
#6 (NWP #12) Temporary-utilities Forested pocosin no >500 0.062
#7 (NWP #14) Permanent-road Forested pocosin yes >600 0.022
crossing
#8 (NWP #29) Permanent-road Forested pocosin no >1000 0.028
crossing
#9 (NWP #29) Permanent-road Forested pocosin no >1000 0.066
crossing

#10 (NWP #29) Permanent-road
Forested pocosin
no
>1000
0.006
crossing
#11 (NWP #18) Permanep~st
ormwater Forested pocosin no >1000 0.016
d
#12 (NWP #12) Temporary-utilities Forested pocosin no >200 0.042
Page 4 of 10

Total Wetland Impact (acres) 0.712*
*Please note 0.496 acres of permanent wetland impacts and 0.216 of temporary wetland impacts
3. List the total acreage (estimated) of all existing wetlands on the property: +/- 255 acres
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 acreage, multiply length X width, then divide by 43,560.
Stream Impact Perennial or Average Impact Area of
Number Stream Name Type of Impact Stream Width Length Impact
(indicate on ma Intermittent? Before Im act (linear feet) (acres

N/A N/A N/A N/A N/A N/A N/A
Total Stream Impact (by length and acreage) N/A N/A
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, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact
Name of Waterbody Type of Waterbody Area of
Site Number (if applicable) Type of Impact (lake, pond, estuary, sound, bay, Impact
(indicate on ma) ocean, etc. acres)
N/A N/A N/A N/A N/A
Total Open Water Impact (acres) N/A
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0
Wetland Impact (acres): 0.712
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.712*
Total Stream Impact (linear feet): 0
*Please note 0.496 acres of permanent wetland impacts and 0.216 of temporary wetland impacts
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 USAGE.
There are no isolated wetland onsite.
Page 5 of 10

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.): excavation
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): amenity or irrigation
Current land use in the vicinity of the pond: forested
Size of watershed draining to pond: 18 acres Expected pond surface area: 18 acres
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It maybe 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.
A detailed wetland delineation was completed by Land Management Group Inc. on the entire
726 acre tract in order to design a residential community that would avoid and minimize
impacts to jurisdictional wetlands to the maximum extent practicable. An existin fg orestrv road
is proposed to be widened (Impact Area #1) to access the southern portion of the property. By_
utilizing this existin f~ orestrv road, wetland impacts were minimized in this location.
Additionally, existing culverts under the road will be cleaned out and extended along with
additional culverts being added to ensure aquatic life passa eg and hydrolo~ic connectivity
Proposed impact areas #2, 3, 6 & 12 are temporary impacts for utility construction; the applicant
has utilized timber brides for these areas to further minimize impacts to wetlands. These
proposed temporary impacts will be brought back to grade and re-seeded with a wetland seed
mix upon utility construction completion. Additionally, these timber bridges have been
desi n~pproximately 4' above the wetlands to allow sunlight to reach wetland vegetation,
please also note all pile supports for timber bridges will be pile driven only. Furthermore, as
requested in our USACE/NCDWQ meeting on May 4, 2007, the applicant has utilized the
timber brides in the higher quality wetland areas and at the lower reaches of the wetlands
therefore providing additional avoidance to permanent impacts in the higher quality wetlands.
Impact areas #SA & SB are proposed permanent impacts necessary for a road to access an
upland pocket on the southeastern portion of the property. This proposed road has been
positioned to maximize the upland area between these two wetland areas therefore minimizing.-
proposed impacts. In addition, culverts are to be utilized to ensure aquatic life passage and
hydrologic connectivity. Impact areas #8, 9 & 10 are proposed permanent impacts for road
crossings encompassing the proposed amenity area. Both proposed impacts #8 & 9 are utilizing
culverts to ensure aquatic life passage and h drologic connectivity, Impact #10 is a proposed
minimal fill area at the upper most segment of a wetland fin eg r. Impact area #1 lis to an area
Page 6 of 10

that was determined to be a jurisdictional ditch, this proposed fill is necessary for an
amenity/irrigation pond. In addition to the above justification, the engineer has provided the
attached "Revised Layout and Proposed Jurisdictional Wetland Impacts, Jubilation; WDL-
06030" for your review. And finall.~he applicant has provided a signed and notarized "sample
deed restriction" document that when finalized, will be recorded at the county registry prior to
the conveyance of lots.
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
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/strmgide.html.
1. 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.
The applicant proposes to utilize the Ecosystem Enhancement Pro r~(EEP) for the
proposed permanent im acts to jurisdictional wetlands; an updated EEP acceptance letter is
attached for your reference.
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
Page 7 of 10

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): 0
Amount of buffer mitigation requested (square feet): 0
Amount of Riparian wetland mitigation requested (acres): 0.496
Amount ofNon-riparian wetland mitigation requested (acres): 0
Amount of Coastal wetland mitigation requested (acres): 0
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
(s uare feet) Multiplier Required
Miti ation
1 0 3 (2 for Catawba) N/A
2 0 1.5 N/A
Total 0 N/A
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Gone z
extends an additional 20 feet from the edge of Zone 1.
Page 8 of 10

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 2B .0242 or .0244, or .0260.
The proposed protect is within the Cape Fear and White Oak River Basins therefore no
r~arian buffer mitigation is required
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.
The proposed project has already submitted a Stormwater Management Permit Application to
the Wilmin on Regional Office for review and approval. As a result, Stormwater Permit No.
SW8 070608 has been received and is attached for your files. In addition, the Stormwater
Management Permit Application Form has been included for specific details re ag rding_ the
project.
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.
The proposed project will tie into existin sanitary sewer lines. The local municipality
ensure that the capacity of their facility is not exceeded.
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
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:
We have reviewed the "DRAFT Internal Policy, Cumulative impacts and the 401 Water Quality
Certification and Isolated Wetland Programs" document prepared by the NC Division of Water
Quality on October 3, 2002, version 1.6. The draft states that most small residential
developments are unlikely to cause cumulative impacts. Jubilation (previously referred to as
Goose Bay Plantation) does not meet any of the three criteria of private projects that can clearly
Page 9 of 10

result in cumulative impacts. We anticipate that you will advise us if a qualitative or quantitative
impact analysis is required.
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).
N/A
Applican~£TAgent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 10 of 10

0'1 - o-~ S~ Y2
Soil 8~ ~nvironme~~.tax Consultants, ~~,.
1IOta Raven Ridge Road Raleigh, North Cxrolfaa X7614 I'6aae, (9 t9}8464900 Fax: (919) 846A467
AGTN'T AUTHORIZA'~I4N I~'~4~
All Blanks To 13e Filled In By Tlae Current I,andawtter
Name: ~Al~S7-l,~F 2- ~-` ~..~~~11 !., ~,~t-e...
Address: ~`3~-09 ~s' Cl 4'cS 1~Ps._.^ ~ ~....A {4r-.~ ~.n___.~.+e.. ~?'~~--~--~ ~
Phone: q! 9 ~~ S~-~ 3( a
Project Name/Description; ~gt=.~
Date: ~_- I ~. - O ~
The bepartmertt of the Army
US. Army Corps of 13ngineers, Wilmington District
P.Ct. Fox 1890
Wilmington, NC 28402
Attn: _~~ y"c~.c-~ ~„\1'C_/ _
FleldOffire: i.Jit~,~.-~~~.,~r~. ___
Re; Wetlands Related Consulting and Permitting
Ta Whom It May Concern:
SdrEC project #
I, the current ~bt~ owner, hereby desi~xite and a>Ytl~arize Soil 1Fc >snvirortmerttal Consultants, PA to
act in rrfy behalf as my agent In the pmeesSirtg of permit applications; m furnish upcxl reques~
supplemental informattvn iii support of applications, etc. from this day forward. The .~_._._ day of
_.(1(1 A(te M ~C3a ~ .
This notification suj~ersedes any previous correspondence concerning Hie agent for this project.
NOTICB: This authorization, for liability end professlvnal courtesy reASOSis,:ts valid only for
government officials to enter the property when accompanied by SdtiBC staff. Yea should caIl S&EC
to an~ctge a alts meeting prior to visiting tht site.
S Pt rv t~`~ti f~T•Tib~3A~~. LLC SAN~cG-A~ Rrro~A~(~ L'~ ~.
i I / ~ A[+~bE . S u'~- oni ~~,,f.~)'~--._ f hL' ,.~
~~~~~
Print Property Chvner's Name Property C~wz~er's Signature
cc: Ms. Cyndi Karoly cc: Ms. Debbie Edwards
NCUf„NR - DWQ Soil da 6nvironmcntal CrnisuItants, PA
2321 Crnbtree $aulevard
•Ctaleigh, NC 27604
t'l-arintte Ofli~•n: ~eenshnm t7fi-icc:
236 LeI'htpip Court. Suite C 38t7•BI.~~vndab Drive
Concord, NG 28425 C}reensbaro, NC 27455 .
Phone: [phone] phone; (33b} 540-8234
Fax: (7i~i} 720-940G ~ Fax: (33G} 540.8233

off- 058 Y~2
RESOLUT1oN
o~
SANDLER AT TOPSAIL, L.L.C.
The undersigned, as all of the Members of Sandler at Topsail, L,L,C., a Virginia
limited liability company (the "LLC"), do hereby adopt the following resolutions in lieu
of a formal meeting:
WHBREAS, in connection with the LLC's development of certain real property
with the improvemcnts thereon situate, lying and being in Onslow County, North
Carolina (the "Property'; the LLC shalt be required to execute and deliver certain
documents and instruments;
'NOW, THEREFORE, 8B 1T
RBSOLVED that John Myers, James Wiseman and William H. Sutton, as
authorized agents of the LLC, any of whom map act without joinder of the others, are
hereby authorized to execute and deliver arty and all administrative or miscellaneous
documents related to our required by any governmental entity for the development of the
Properly, including but not Limited to rezoning applications, conditional or special use
applications or similar applications, subdivision plats, plans and environmental permits
and applications, but specifally excluding documents related to the financuig of the
Property or the conveyance of all or any portion of or interest in the Properly; and be it
RESOLVED That any and atl actions heretofore taken by the LLC in connection
with the matbars which are the subject of these resolutions be, and the same.are hereby in ail
respects ratified, approved and confirmed; and be it further
•RBSOLVBD that these resolutions shall remain in Hall force and effect, and any
person, firm, partnership, corporation or entity to whom a copy of these resolutions is
provided shall be entitled to conclusively rely thereon, until written notice of their
revocation shall have been duly roceivod by such person, firm, partnership, corporation or
entity; and ba it further
RBSOLVBD, that this instrument may be executed in two or more counterparts
aad aU such executed counterparts shall contain one agreement, binding ail the parties
hereto, whether such sigaatures era evidenced by facsimile transmission or the original,
notwiti3standing that all the parties are not signators to the original ~or the same
counterpart.

THB' UNDBRSIQNED HEREBY CBRTIFY that said resolutions are not
inoansistextt with the Operating Agroement, Articles of Organization or tho Certificate of
Organization of the LLG, as such documents may have been amended from time to time,
and that the undersigned are all of the Members of the T,LC.
IN WITNESS WHBREOF, the undersigned have hereunto set their hands and
seals as ofthis ~~` day of February, 2Q07.
2

~- 5 B
9908.W
Project Manager:
DE
Scale:
I " = 2,000'
Date:
02/02/07
Map Tale:
Flgure I - USGS Map
Jubilation
Sandler at Topsail, LLC
Onslow County, NC
Soil dL Environment:-1 Cansullants, PA
11010 Raven Ridge Rd.• Rda9h, i~C 27614
[phone] •[phone]
Web Page www.SandEQcorn
Source: Spicer Bay ~
Sneads Ferry Quadrangles

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SOILTYPES ON SITE:
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Mk = Mudcetee bem V
NoB ~ Norfdk berry fine sand, 2~6% sopes
On = Onslow loamy fine sand
Pa = Paddus floe sand
R a St = Stalflngs loamy floe sand
To = TortluMa floe sandy bam B
Wo a Woodirgton harry floe sand
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Project Number: Map Tltle:
9908.W I Flg. 2 -SOIL SURVEY
Project Manager:
D~ Jubllatlon ~ Soil & Environmental Consultants, PA
Sandler at Topsal 1, LLG 11010 Raved Ridge Rd.• rs~lpl, NC rrsu
~~` Onsiow County, NC t~s~a4a~5soo•~ets~a4s-~as~
I u = ~ , 0001 Web Page: www.SandEC.can
Date: S°urce:Onslow Co. 5011 Survey
02/02/07 Dated: 198

..-
os~~stem
l,r~ gar ~el~~le~~~
PROGRAM
August 22, 2007
William Sutton
Sandler at Topsail, LLC
3209 Gresham Lake Road Ste 160
Raleigh, NC 27614
Project: Jubilation County: ONSLOW
o~ - o ~- 58 V2
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 CertiticatiodCAMA 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.
WHITE OAK
03030001 Stream (feet) Wetlands (acres) Buffer I
(Sq. Ft.} Buffer II
(Sq. Ft.)
of o 'aria en-Ri aria taI-Mars
Impacts 0 0 0 .0.50 0 0 0 0
Credits 0 0 0 I.0 0 0 0 0
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 Kelly Williams at [phone].
Sincerely,
~•
William .Gilmore, PE
Director
cc: Cyndi Karoly, NCDWQ Wetlands/401 Unit
Jennifer Frye, USAGE-Wilmington
Joanne Steenhuis, NCDWQ-Wilmington
Debbie Edwards, agent
File
RP~'C~DYGK~... ~ ~ .. PYt?t~~ Ou.Y Std

North Carolina Ecosystem Enhancement Program, 1652 Maif Service Center, Raleigh, NC 27699-1652 / 919-715-0476 ! www.nceep.net

0'1- o~}-Sg v 2
Date: ~c._c ~r ~O~`~-
COMPLIANCE WITH WETLAND & BUFFER REGULATIONS
In accordance with Title 15 A NCAC 2H .0500, the following DEED NOTIFICATION shall be
recorded in the County Registry prior to the conveyance of lots. Said Deed
Notification shall apply to name of subdivision, lot numbers in County, North
Carolina as shown on plans titled (insert subdivision name) prepared by
(insert name of designer) dated date:
"A portion of this lot has been determined to meet the requirements for designation as a wetland,
stream or protected stream buffer. Any subsequent fill or alteration of this area shall conform to
the requirements of the state rules adopted by the State of North Carolina in force at the time of
the proposed alteration. The intent of this provision is to prevent additional wetland, stream or
buffer filling or draining, so the property owner should not assume that a future application for
filling or draining would be approved. The property owner shall report the name of the subdivision
in any application pertaining to said rules. This covenant is intended to ensure continued
compliance with all rules adopted by the State of North Carolina and therefore the State of North
Carolina may enforce benefits. This covenant is to run with the land and shall be binding on all
Parties and all persons claiming under them".
Signature: '~
`~>nNDLER Dpi ~ c{~Syl~~,~ ~~~
Owner's name: Qom./ : , wi' ;..1T1~1 ~ ~~ ~ N
~ ~^~: K ~ ~ s~ _ ~~oT
Address: 3'~~g ~~_~~An~ i.-Ais,~ ~1~I~D ~~n.=F~ I ~~
City, State, Zip Code: Rr~ ~£- ~ G ~-t~ j~. ~ • ~°r C.i ~
Phone Number: ni i g ~- S~ ~- ~~ I L

STATE OF North Carolina
1~ctiK-~. COUNTY
I, u& dG D~ 1~5. ri a Notary Public of the State of North Carolina, ~1~akE
ounty, hereby ce~i ify that owner personally appeared before me this day and executed
by above certification.
Witness my hand and notorial seal, this t h i~ day of ,~;~~~~ ~.~° ~ G ~
Notary Public
~~ ~'o
i
,. I
y ~~ .~ z
<4j; e ~ y
'~ c a'
e~
My commission expires:" ~'`'~ y'°°

JUN-13-2007 WED 07;37 AM NCDENR
~o~oF W AT ~qQG
~_ ~
O ~
June 12, 2007
Nathan D. Benson, Manager
Sandler at Topsail, LLC
448 Viking Drive, Suite 200
Virginia Beach, VA 23452
Subject: Stormwatel' Permit No. SW$ 070608
Jubilation ~ Master Stormwater Plan
Low Density Subdivision Permit
Onslow County
Dear Mr. Benson:
0~1- fl~rsg v2
FAX N0. 9103502004 P, 02
Michael F. Easley, Governor
Witlium G. Rays Jr., Secretary
North Curolinn I?epmtmcnt of irnvironment and Natural ltcsourccs
Colccn Fi. Sullins, Director
~ivisiort of Wa[cr duality
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for Jubilation on June 7, 2007. Staff review of the plans and specifications has
determined that the ppr~oject, as proposed, will comply with the Stormwater Regulations set forth
in Title 15A NCAC 2H.~400. We are forwarding Permit No, SW8 070608, dated June 12, 2007,
for the construction of the subject project.
This permit shall be effective from the date of issuance until rescinded and shall be subject #o
the conditions and limitations as specified therein, and does not supercede any other agency
permit that may be required.
if any parts, requirements, or limitations contained in fihis permit are unacceptable, you have
the nc~ht to request an adjudicatory hearing upon written request within thirty (30~ days
following receipt of this Permit. This request must be in the farm of a written petition,
conforming,to Chapter 1508 of the North Catalina General Statutes, and filed with the Office of
Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27&11-7447. Unless such demands
are made this permit shall be final and binding. ,
if you have any questions, or neod additional information concerning this matter, please
contact either Ghris Baker or me at [phone].
Sine ely,
GZ~~ ~~.~c/ `
E and Beck
Regional Supervisor
Surface Water Pratectian Section
ENBlcsb: S:\WQSISTORMWATIPERMIT1070608,jun07
cc: Brandon R. Finch, P.E., The John R. McAdams Company, Inc.
Onslow County Building Inspections
Division of Coastal Management
Chris Baker
Wilmington Regional Office
Central Files
N °chCvo fun
Narlh Carolina llivision of Wa[cr Qaality 1617 Mail Service Center 1Lilcigh, NC 27699-1617 Phone (91 )) 733-701 ~ Customer Setvicc
Intemrt: www.ncwatc~•qunli am Locn[ion: N. 512 Stthshyry 5t• Raleigh, NC 77[04 Fax [phone]
An Equal Opportunity/Affirmative Action l:mpioyer- 50% Recycledll0"k Post Consumer Paper

JUN-13-2007 WED 07 38 At1 NCDENR FAX N0. 9103502004 P. 03
State stormwater Management Systems
Permit No.SW$ 070608
STATE OF NORTH CAROLINA
QEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER IViANAGEMENT PERMIT
I_OW pENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules and Regulations
PERMISSION 1S HEREBY GRANTED TO
Nathan D, Benson and Sandler at Topsail, LLC
Jubilation - Master Sformwater Pfan
Harbor Poinf Road, Onslow County
FOR THE
construction, operation and maintenance of a 25% fow density subdivision in
compliance with the provisions of 15A NCAC 2H .1000 (hereafter referred to as the
"stormwaterrules~ and the approved stormwater management plans and
specifications, an other supporting data as attached and on fife with and approved by
the Division of Water Quality and considered a part of this permit.
The Permit shalt be effective from the date of issuance until rescinded and shall be
subject to the following specific conditions and limitations:
I. DESIGN STANDARDS
1. This permit covers the construction of 6,059,197' square feet of built-upon area..
2. The overall tract built-upon area percentage for the project must be maintained
at 25% per the requirements of Section .1005 of the stormwater rules.
3. Approved plans and specifications far projects covered by this permit are
incorporated by reference and are enforceable parts of the permit.
4. Pro'ects covered by this permit will maintain a minimum 30 foot wide vegetative
bu~er between a!I impervious areas and surface waters.
5. The only runoff conveyance systems allowed will be vegetated conveyances
such as swales with minimum side slopes of 3:1 (H:V) as defined in the
stormwater rules and approved by the Division.
6. All roof drains must terminate at least 30' from the mean high water mark.
ll. SCHEDULE OF COMPLIANCE
1. swales and other vegetated conveyanew shall be constructed in their entirety,
vegetated, and be operational for their intended use prior to the construction of
any built-upon surface.
2. luring construction, erosion shall be kept to a minimum and any eroded areas of
the swales or other vegetated conveyances will be repaired immediately.
Page 2 of 5

JUN-13-2007 WED 07 38 AM NCDENR FRX N0. 9103502004 1'. 04
State stormwater Management Systems
Permit No.SWB 070608
3. The permittee shall at all times provide the operation and maintenance
necessary to operate the permitted stormwater management systems of
optimum efficiency to include:
a. Inspections
b. Sediment removal.
c. Mowing, and revegetating of the side slopes.
d. Immed[ate repair of eroded areas. roved lans and
e. Maintenance of side slopes in accordance with app p
specifications.
4. The permittee shall submit to the Director and shall have received a provai for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any of the items shown on the approved plans, including
the stormwater management system, design concept, bu[It-upon area,
details, etc.
b. Project name change.
c. Transfer of ownership.
d. Redesign or addition to fihe approved amount of built-upon area or to the
drainage area.
e. Further subdivision, acquisition, or selling of the project area.
f. Filling in, altering or pip[ng any vegetative conveyance shown on fihe
approved plan.
5. The Director may determine that other revisions to the project should require a
modification to the permit.
6. The permittee shall submit ail information requested by the Director or his
representat[ve within the time frame specified in the written information request.
7. No pi ing shall be allowed except that minimum amount necessar~r to direct
runoff beneath an impervious surface such as a road and that minimum amount
needed under driveways to provide access to lots,
8. Unless specified elsewhere, permanent seeding requirements for the swales
must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
9. The permittee is responsible for verifying thak the proposed built-upon area does
not exceed the allowable built-upon area. Once the lot transfer is complete, the
built-upon area may not be revised without approval from the Division of Water
Quality, and respons[bility for meeting the built-upon area limifi is transferred to
the [ndividual property owner, provided that the permittee complies with the
requirements of SPection !{.11 of this permit.
10. Within 30 days of completion of the project, the permittee must certify in writing
that the pro'ect's stormwater controls, and impervious surfaces have been
constructedlwithin substantial intent of the approved plans and specifications.
Any deviafiion from the approved plans must be noted on the Certification.
Page 3 of b

JUN-13-2007 WED 07;38 AM NCDENR FAX N0, 9103502004 P, 05
State Stormwater Management Systems
Permit No.SWB 070608
11. Deed restrictions are incorporated into this~permit by refierence and must be
recorded with the Office of the Register of Deeds prior to the sale of any lot.
Recorded deed restrictions must include, as a minimum, the following
statements related to Stormwater management:
a, The following covenants are intended to ensure onggoing compliance with
State Stormwater Management Pem~it Number SW8 0706Q8, as issued
by the Division of Wa#er Quality under NCAC 2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to
the extent necessary to maintain compliance with the Stormwater
Managem6nt Permit.
c. These covenants are to run with the land and be binding on all persons
and parties claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded
without the express written consent of the State of North Carolina,
Division of Water Quality.
e. Alteration of the drainage as shown on the approved plans may not take
place without the concurrence of the Division of Water Quality.
f. 'The maximum built-upon area is 6,059,197 square feet. Built upon area
includes, but is not limited to, structures, asphalt, concrete, gravel, brick,
stone, slate, and coquina, but does not include raised, open wood
decking, or the water surface of swimming pools.
g, Eil[ing.in or pipin of any vegetative conveyances (difiches, swales, etc.)
associated with #~e development except for average driveway crossings,
is strictly prohibited by any persons.
h. Lots within CAMA's Area of Environmental Concern may have the
permitted built-upon area reduced due to CAMA jurisdiction w~thm the
AEC.
i. Each tot will maintain a 30` wide vegetated buffer between all impervious
areas and surface waters.
j. All roof drains shall terminate at least 30' from the mean high water marK,
12. The permiftee shall submit a copy of the recorded deed restrictions wifihin 30
days of the date of recording.
13. I# the permiftee sets up an Architectural Review Committee (ARC) to review
plans for compliance with the restrictions, the plops reviewed must include all
proposed built upon area (BUA .Any approvals given by the ARC do not relieve
the lot owner of the responsibility to maintain compliance with the permitted BUA
limit.
14. The Director may notify the permiftee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permiftee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The perrrtittee
shall provide copies of revised plans and certification in wrEting to the Director
that the changes have been made,
Page 4 of 5

JUN-13-2007 WED 07;38 All NCDENR FAX N0. 9103502004 P. 06
State stormwater Management Systems
Permit No.SW8 070608
15. Stormwater conveyances will be located in either dedicated right-of~way (public
or private), recorded common areas or recorded drainage easements. The final
plats for the project will be recorded showing all such required easements, in
accordance with the approved plans.
111. GI*NERAI_ CONDITIONS
1. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to an enforcement action by the Divisian of Water Quafttyy,
in accordance with North Carolina General Statutes 143-215.6A to 1~3-215.6C.
2. The permit issued shall continue in force and effect until revoked or terminated.
3. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance, or
termination does not stay any permit condition.
4, The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit
as allowed by the laws, rules, and regulations contained m Title 15A of the North
Carolina Administrative Code, Subchapter 2H.1000; and North Carolina Genera!
Statute 143-215.1 et. al.
5. The permit is not transferable to any parson or entity except after notice to and
approval by the Director. The Director may require modification or revocation and
reissuance of the permit to change the name and incorporate such other
requirements as may be necessary. A formal permit request must be submitted
to the Division of Water G2uality accompanied by the appropriate fee,
documentation from both parties involved, and other supporting materials as may
be appropriate. The approval of this request will be considered on its merifs, and
may or may not be approved.
6. The permittee is responsible for compliance with all permit conditions until such
time as the Division. approves the permit transfer request. Transfers to third
parties by the perm~ttee where the required documentation has not been
submitted to the Division does not relieve the permittee of responsibility for
transferring the permit.
7. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances which may be imposed by
other government agencies (local, state and federal) which have 1'urisdietion. If
any of those permits result in revisions to the plans, a permit modification must
be submitted.
8. The Permittee grants permission to DENR Staff to enter the property during
business hours far the purposes of inspecting the stormwater management
system and it's components,
9. The Permittee shall notify the Division of Water Quality of any name, ownership
ar mailing address changes within 30 days.
Permit issued t ' the 12th day of June, 2007.
NO M ROLL ONMENTAI_ MANAGEMENT COMMISSION
for Coleen H. Sullins Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 5

JUN-13-2007 WED 07 38 RhI NCDENR FRX N0, 9103502004 P, 07
STOR1V.tVVATER MANAGEMENT :j~~,RMIT APPLICATION' FORM
This form inay be pl7ulocopied•~br t~se as an original
I. (GENERAL INFORMATION
1. Applicants name (specify the name a~f the corporation, individual, etc. who owns the project):
Sandler at Topsail, LLG
2. Print Owner/Signing Official's name and title (person legally responsible for facility vid co~nplia~~ce):
Nathan D. Benson -Manager
3. Mailing Address for person listed in item 2 above:
44$ Viking Drive -Suite 200
City: Virginia Bcaclt State: VA Zip: 23452
1`elephone Number: (7S7) 463-5000
4. Project Name (subdivision, facility, or establishment name -should he consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
.lubilation
5. Location oi' Project (street address);
Located on the east side of Harbor Point Road, just south of its intersection with t~olEcstone lhoad (STt 151$)
City: N/A County: Onslow
S. Directions to project (from nearest major intersection):
From intersection ofi'NC 210 and NC 1`12, go south on NC 210 toward N. Topsail Beach. Turn right onto
Folkstone Road (Sly 1518) and then left: onto Harbor Point Road. The project entrance will be on the letT
7. T.atitude: 34 30'40"N Longitude: 77 2'00"W of project.
8. Contact person who ca~~ answer questions About this p,•oject:
Name: Mr. William 1-[. Sutton
II. rFIZMTT INFORMATION
Specify whether project is (check one):
Telephone Number: (919) 906-6 } 93
New ^ Renewal
^ 1Vlodification.
FOI111 SWCJ-IOl Version 3.99 Pale 1 of4
State of Nortl>t Carolina
Department of Environment and Natural Resources
Division of 1Vater- Quality

JUN-13-2007 WED 07;38 Ali NCDENR FAX N0. 9103502004 P. 08
2. If this a{tplication is being submitted- as the result of a rene~~al or modification to rut existing permit, list the
existing permit number N/A and its issue dflte (in known) N/A
3. Specify the type of project (cltcck one):
® Low Density ^ I-Iigh Density ^ Redevelop [] Gen~raf Permit ^ Other
4. Additional Project Requirements (check applicable blanks):
^ CAMA Major ®Sedimeittatiott(E,rosion Control ® A•Oh/~O1 Permit ^ NPDES Stoi•ntwater
htforntation on required state permits can be obtained by contacting the Customer Service Center 4t 1,877-623-
67~18
T]:I. PROJECT )(N)<ORMATION
In the space provided below, summarize how storrmvater will bu treated- Also attach n detailed narrative (one to
two pages) describins swtmwater management for the project.
'rite pro.iect is proposed as aloes-density project with high-density pockets. Etunoff from the proposed roadway /
sidewalk areas in the low-density pot•tions will be treated wish curb-outlet systetns. Rtmoff from the impervious
areas within the hi It-density packets will be treated with infliration or bio-retention facilities.
2. Storntwater runoff from this project drains to the 'White Oalc /Cape Tear River basin.
3. Total Project Area: 556.37ac (?4 35,476 4. Project Built Upon Area: 25
sf1
5. 1-tow many drainage areas does the project have? 10
6. Complete the following; information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the infonttation 'for each area provided in the same format as below.
Basin information Draina e Area 1 Draina e Area 2
Recei.vin Stream Name See Attacl3tnent A See Attachtnen.t A
Receiving Stream Class
Draina e Area.
l;xisti.n till crvious ~~ Area
.Pro used Iris ervioas * Area
Im crvious k Area (tota.l}
Ini crvious * Surface Area Draina e Area 1 nraittaQe Area 2
On-Site Buil.din s Sec Attaclttnent A See Attachment A
On-Site Streets
On-Site Parkin
On-Site Sidewalks
Otltcr On-Site
Off side
_
Total;
Total;
*Inzpervious urea Is deJu~ed as the built zrpora aria including but not limited ro, buildin~S, roads, parking areas,
sidewalks, gravel areas, etc.
Fprm SWU-101 Version 3,99 Page 2 01'4

JUN-13-2007 WED 07;38 Ah1 NCDENR FAX NC. 9103502004 P. 09
7. I-tow was tl,e off-site impervious area listed above derived'? '1'a 13e Determined
IV. DLLD R1CS'rItICTIONS AND PROT ~ CTIV)C COVCNANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all subdivisions,
outparcels and future development prior to the sale of any lot. If lot sizes vFUy sifinifcantly, a. table listing each lot
number, siie and allowable built-upon area for each lot must be provided as an attachment.
C/t.e folld>7~in~7 covenants are intended Iv ensxn•e v/rgoltrg corrrpliattce tivith stale s•torn7water tiiarragentent permit
rrtrmber "CBD as irsuecl by tl~e Division of Y~'ater Qualit)~. These covenants mcry nut be changed
or deleted ia~itlrvarl the consent v~'the State.
?. No more than TBD square feet of any lot. sh~llhe covered by struclarres or tmpeivious materials.
Impervious materials include asphalt, gravel, cotzcrete, brick, stvnc, slate or similar material but do nvt include
wood decking or water surface o~'st~vinznting pools.
3. ~S~+~ales shall not he filled in, piped, or altered except as necessary to provide drivet•vay crossings.
4. wilt-upon area !n excec,c~ of the permitted untounl requires' u state stornn•vater ntarrcrgenzent permit modifteutlort
prior to construction.
S. All permitted rune; from outparcels or future develvpn:ent shall fie directed info the permitted slornrH~uler control
system. These connectives tv the stprtrtwater• control. system shall bc~ pc~tf~rrrted fa a manner that. maintains the
integrit)~ and performtnace of tltc; aystenr us pet'rrtitted
gy your signature below, you certify that the recorded deed restrictions and protective covenants for this project shall
include all the applicable items required above, that the covenants will be binding on all parties and persons claiming
under them, that they will trot with the land, that the required eovenartt~s cannot be chanfied or deleted without concurrence
from the State, and that they will be recorded prior to the sale of any lot.
V. SUPLL~ITNT T'ORMS
Tire applicable state storrnwater management permit supplement norm(s) listed below must be submitted fa• each 131viP
specified for this project. Contact the. Stornlwater and General Permits Unit at (4t9} 733-SOS3 for the status and
availability ofthese'Cot~tts.
Form SWU-) 02
Norm S'WU-103
Fonn SWU-104
Form S W U-105
T•on,t Swu-IO6
Form SWU-107
rarttt SWU-108
arrn SWU-109
Wet Detention Basin Supplement
infiltration Basin Supplemc;nl
Low Density Supplement
Curb Outlet System Supplement
Off-site System Supplement
Underground frrf iliration Trenoh Supplement
Neuse River 13A5111 Supplement
innovative l3cst Management Practice Supplement
Form SWU- l 0 i Version 3.99 PaSe 3 of 4

JUN-13-2007 WED 07 39 Ahi NCDENR FAX N0, 9103502004 P, 10
VI. SUBMI`T'TAL REQUIRBM>GNTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ). A
complete package includes all of tite items Listed below. Trie complete application package should be submitted to
the appropriate DWQ Regional office.
Please indicate that you have provided the following required information by initialing in the space provided next
to each item.
Initials
Original and one copy of the Stormwater Management Permit Application Form $2F
One copy of the applicable Supplement Form(s) for each I3MP B2F
• Permit application processing fee of $~6 (payable to NCDENR) B2 f
4,000
• Detailed narrative description of stormwater treatment/management Bf~F
• Two copies of plans and specifications, including: 6 ¢ t•
-Development/Project name
-Engineer and firni
-Legend
-North arrow
-Scale
-Revision number & date
-Mean high water line
-Dimensioned property/project boundary
-Location map with named streets or NCSR numbers
Original contours, proposed contours, spot elevations, finished floor elevations
-Details of roads, drainage features, collection systems, and stormwater control measures
-Wetlands delineated, or a note on plans that none exist
-Existing drainage (including off site), drainage easements, pipe sizes, runoff calculations
-Drainage areas delineated
-Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
if you wish. to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm): The rohn R. McAdams Company, Inc.
Mailing Address; 2905 Meridian Parkway
City: Durhfun State: NC Zip: 27713
Phone: [phone] Fax: [phone]
VIII. ApI'I.,ICANT'S CERTIT~ICATION
I, (pant or type name of person listed in Genera! Infonnation, item 2) Nathan D. Benson ,certify that the
information included on this permit application form is, to the best of my lmowledge, correct and that the project will be
constructed in conformance with the approved plans, that the required deed restrictions and protective covenants will be
recorded, and that the proposed project complies with the requirements of 15A NCAC 2H .1000.
~it,~nature: ~.~a~~itit- 2-~""' Date: ~C,~,\~ c~~,+~U~7
T=orm SWU~10] Version 3.99 Page 4 of4

JUN-13-2007 WED 07:39 AM NCDENR FAX N0. 9103502004 P. 11
Permit No. ~g X70 ~a~__
State of North Carolina
Department of Environcraent and Natural Resources
Division of Water Quality
STORMWATJ/I2 MANAGI/MENT PERMIT APPLICATION kORM
LOV1~ DENSITY SUPPLEMENT
17~;s farrw rriay be photncop;cs for trse as an original
(lo be prnvideJ by pWQ)
A low density project is one that meets the appropriate criteria. for built upon area and transports stormwater
rtmoff prirn.ari].y tluough vegetated conveyances. Low density projects should not have a discrete stormwater
collection systems aS defined by 15A NCAC 21-i .1002(18). Low density requirements and density factors can
be found in 15A NCAC 2I~..1005 through .1007.
I. PROJICCT ZNI~'OR.MATION
Project Name: dt~bitation
Contact Person: Mr. William H. Sutton Pho»e Nuumber (919)-906-6193
Number of Lots: To Be l~eternained Allowable ]3uilt Upon Area Per Lot*: To Be Determined
* If lot sizes are not uniform, attach a table indicating the number of lots, lot sizes and. allowable built upon
ta•ea for each lot. The attachment most include the ptojcet name, phase, pale nrullbers and provide area
,ubtofals and totals.
)(I. BUILT UPON AREA
See the stormwater Management Pernit Application for specific language that must be recorded in the deed
restrictions for aU subdivisions
For uniform lot sizes, eompletu the following calculation i.n the space provided. below where:
• SA Site Area -the total project area above Mean I-Iigh. Water. Wetlands may be excluded when the
development results in high density pockets.
• DF Detlsity factor -the appropriate percent built upon area divided by 100.
. RA Road Area -the total impervious sLUface occupied by roadways.
• OA Other Area -the total area. of impervious sLUfaces such as clubhouses, tennis courrts, sidewalks, etc.
• No. Lois -the total number of lots in the subdivision.
. BUA/Lot -- the computer allowable built upon area for each Iot including driveways arld impervious surfaces
located. between. the front lot lint and the edge of pavement
FORM SWU-loA Rev 3.99 PAGE i 4F 2

JllN-13-2007 WED 07 39 AM NCDENR FAX N0, 9103502004 P. 12
(sA x flr~ -1t.A - oA = BvA
No. Lots Lot
,~citlation:
The current submittal is for a master plan permit. The nwnber of lots and btult upon area per lot have not yet been
determined. Tl~is information will he submitted in subsequent master. plan permit modifications as each phase of
tl~e project is developed.
11>:. T21~QUIRED 1'r'~MS CHI+;CICLYSI'
Applicants Initials
a. A 30~foot vebetative buffer is provided adjacent to surface wlters. Projects in the Nause
gtr~ River basin may require additional httffers.
li, Deed restriction ianauage as requited on form SWU-101 shall be recorded as a restrictive
covenant. A copy of the recorded document; shall be provided to DWQ within 30 days of
a~ plAtting a.nd prior to sale of any lots.
J~~ c. 13uiit upon area ea,leulations are provided for the overall project and all lots,
d. Project conforms to low density requirements within the OFW ABC (if applicable}.
~1?~' ~ I SA I1CAC 2H .1007(2)(b)]
FORM SWU-104 Rev 3.49 PAGC? O4' 3

11~~=: THE JOHN R. McADAMS COMPANY, INC.
August 23, 2007
Ms. Joanne Steenhuis
Environmental Specialist III
North Carolina Division of Water Quality
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845
RE: Revised Layout and Proposed Jurisdictional Wetland Impacts
Jubilation
WDL-06030
Dear Ms. Steenhuis:
In support to the revised layout and proposed jurisdictional wetland impacts provided
within this submittal, please accept the following items:
1. The subject 726 acre Jubilation parcel contains 255+/- acres of jurisdictional
wetland, of which 250+/- acres are not to be impacted. Many of the existing
jurisdictional wetlands string through the property, snaking the effort of totai
avoidance nearly impossible.
2. Less than O.SO acres of the jurisdictional wetlands are proposed to be impacted
as part of this permit application.
3. As part of the currently proposed application, the layout has been revised
intensely to eliminate several jurisdictional wetland conflicts, reducing the
potential concerns associated with temporary utility impacts and possible
shadowing, etc. A copy of the previously submitted overall site plan is attached
for comparison.
4. The proposed layout allows for proper fire and safety ingress and a feasible
Research Triangle Park, Nc traditional layout for development.
Post oni~e Box ~ 4oos
aesearcnTriancO~ePark. 5. All proposed jurisdictional wetland impacts are necessary for road crossings,
North Carolina 2nos with the exception of a small fi[1 area due to an amenity pond construction (this
2905 MeriAian Parkv~ay ~
aunain. Norm carprina 27713 small wetland finger dissects a large open space area - it s avoidance would be
aooa33-564G difficult). No impacts are proposed for the purpose of Iots or multi-family
919-3G1-5000 building construction.
919-361.2269 Faz
6. I.,anguage shall be included within the development's Deed Restrictions stating
Charlotte, Ne that no homeowner shall impact any jurisdictional wetlands within their
sin se~~emy-seen center orive, purchased tots without an appropriate permit by the DWQ and/or USACE.
Suite GG
Charlotte, North G~roFna 28217
800•'733-5646
704-527-0800
704-527.2003 fax
Con~prehensive Land Devefopmei~t Design Services
4venv.jahnrmeadanis_c011 It~e help our c(ienLc srrccend

Siracr/ 197)
=~~~= THE JOHN R. McADAMS COMPANY, INC.
Ms. Joanne Steenhuis
Jubilation
August 23, 2007
Page 2
7. Language shall be included within the development's Deed Restrictions stating
that no homeowner or the HOA shall impact any jurisdictional wetlands within
open space (non-lot) areas without an appropriate permit by the DWQ and/or
USAGE.
8. 0.33 of the 0.50 acres of proposed jurisdictional wetland impacts are due to the
proposed central road widening, accessary to access the south "peninsula". The
second access to this area has been achieved by spanning. The remaining 0.17
acres of proposed jurisdictional wetland f ll is primarily located on the upper
wetland reaches, in small impact increments, where minimization efforts have
taken place.
9. Proposed jurisdictional wetland impacts are being minimized by designing
roads to be at the lowest elevation possible where crossing the wetland areas.
'T'his will reduce the amount of slope rll required, reducing necessary wetland
fill.
10. All proposed jurisdictional wetland impacts due to road crossings and
sidewalks have been minimized by the shifting of sidewalks closer to tlae road's
edge, as well as by making sure that the proposal utilities will be placed within
the 45' road r.o.w. (without requiring additional impact).
11. Culverts are proposed at each proposed jurisdictional wetland fill location (as
necessary} to ensure aquatic life passage and hydraulic connectivity.
12. Atl proposed spans shall provide a minimum 4' of vertical clearance from the
wetland surface to reduce wetland shading.
Thank you for your aec;eptanee of the above statements. Please do not hesitate to
contact us with any questions.
Sincerely, \\~~~.~~~;~~'ti C~{•,~~fOGi„/'/.
TI J I-IN c; D~ av • ft'.,:!c'•• ~~
ANY, Tl's7,~•,
llave Bartoiie, P ~:, .1.z L `'
Sr. Project Manager ~ C •'• ~%^.;,~;,,t~„` ~t;,

AREA OF PROPOSED
WETLAND FILL #4A&B
0.04 ACRES
(SEE INSET 3)
AREA OF PROPOSED
WETLAND FILL #1
0.15 ACRES
(SEE INSET 1)
PARCEL REFERENCES:
DEED BOOK 856, PAGE 797
MAP BOOK 5, PAGE 22
WETLAND FILL ~2
0.04 ACRES
(SEE INSET 2)
AREA OF PROPOSED
WETLAND FILL #3
0.10 ACRES
(SEE INSET 2)
WETLAND NOTES;
WETLANDS FLAGGED BY:
LAND MANAGEMENT GROUP, INC.
3805 WRIGHTSVILLE AVE.-STE. 15
WILMINGTON, N.C. 28403
PHONE: [phone]
WETLAND FLAGS FIELD LOCATED BY:
~M BLANCHARD ASSOCIATES
443 SARECTA ROAD
KENANSVILLE, NC 28349
PHONE: [phone]
PROPOSED WETLAND CROSSING BY
SPANNING - NO WETLAND IMPACT
(SEE TYPICAL DETAIL INSET 9)
.A OF PROPOSED
ETLAND FILL #8
0.03 ACRES
(SEE INSET 7)
AREA OF PROPOSED
WETLAND FILL #6
0.04 ACRES
(SEE INSET 5)
SED WETLAND CROSSING BY
ING - NO WETLAND IMPACT
'"TYPICAL DETAIL INSET 9)
UTILITY EASEMENT
WETLAND IMPACT #10
(SEE INSET 8)
AREA OF PROPOSED
WETLAND FILL #7
0.05 ACRES
(SEE INSET 6)
WETLAND IMPACT SUMMARY
LOCATION
1 6,53ARE ~ (SF0.151
2 1,785 - 0.04
3 4,505 - 0.10
4A 1,470 - 0.03
46 240 - 0.01
5 1,608 - 0.04
6 1,778 - 0.04
7 1,990 - 0.05
8 1.320 - 0.03
(ALL JURISDICTIONAL)- 0.49 AC
NOTES:
-IMPACTS SHOWN INCLUDE ALL NECESSARY
TO CONSTRUCT THE PROJECT. NO ADDITIONAL
IMPACTS SHALL BE CONSTRUCTED WITHOUT
ADDITIONAL PERMITTING (IF NECESSARY)
LAYOUT SHOWN IS CONCEPTUAL ONLY
- NO LOT IMPACTS ARE PROPOSED BEYOND
WHAT IS SHOWN
EXISTING
WETLAND
WETLAND
IMPACT INSET
U1ILITY EASEMENT IMPACT
~~ SPANNED CROSSING (NO IMPACT)
GRAPHIC SCALE
~ L o 500 ~ooo _~ o
~ . . ~ -- ~~
1 inch = 1000 ft.
EXHIBIT 1 OF 1
m
8
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O'~ - 058 ~~

0~- 058 V2
\(~ 14 i
~1 AREA OF PROPOSE
WETLAND FILL #8
0.03 ACRES
(1,223 sf)
AREA OF PROPOSED SEE INSET 8
WETLAND FILL #1 ,,
0.33 AC.
(14,310 sf) p~TURKEy j
SPAN #6 - 85 LF
EMPORARY WETLAND

100 YR FLOODLINE
AREA OF PROPOSED ~~ ~ \~ ~" '~?
WETLAND FILL #5C ~.~ ~ ~ ~~~
0.01 AC. (179 sf)
SEE INSET 5C ~~ I ~ t~~,
_' L
~y~ ~ ~ ~C~,~~A L~J
~~ ~ `.~`- 3u -C.`f~A-`
~ ;:+: ~LFfi°T
,~';1 ~~' ~,LC
ORW LINE s ";~..
575' ORW OFFSET-~ ` 1 i~ "`- ~'`~''
----
;`
!-
AREA OF PROPOSED ~~ 1
WETLAND FILL #5A `"'~ z `'
0.02 ACRES ~••
(734 sf)
SEE INSET 5A
AREA OF PROPOSEI
WETLAND FILL #5B
0.01 ACRES
(456 sf)
WETLAND NOTES:
WETLANDS FLAGGED BY:
LAND MANAGEMENT GROUP, INC.
3805 WRIGHTSVILLE AVE.-STE. 15
WILMINGTON, N.C. 28403
PHONE: [phone]
WETLAND FLAGS FIELD LOCATED BY:
JIM BLANCHARD ASSOCIATES
443 SARECTA ROAD
KENANSVILLE, NC 28349
PHONE: [phone]
d
d
AREA OF PROPOSE
WETLAND FILL #7
0.02 AC.
(973 sf)
LEGEND
PROPOSED WETLANC
SPAN #3 - 83 LF
(TEMPORARY WETLAN
SPAN ~2 - 55 LF
(TEMPORARY WETLAP
EXISTING WETLAND
.~~,~``~'~r,. WETLAND IMPACT INSET
SPANNED CROSSING & TEMPORARY
UTILITY EASEMENT IMPACT
l~,
~..
0,
AMENITY AREA
(NO IMPACTS)
NORTH SHORES
COUNTRY CLUB
100 YR
_OODLINE

l • ' • U"" / ~. .,,,, SPAN #12 - 62 LF
••~ `---~~ (TEMPORARY WETLAND
IMPACT SEE INSET 12
~..~ .,,
~-~
~ •. AREA OF PROPOSED
,; r WETLAND FILL #11
~
\ 0.02 ACRES
r~ (703 sf)
SEE INSET 11
MARINE
BROADCASTING
TOWER SITE
AREA OF PROPOSEI
WETLAND FILL #10
0.01 ACRES
(297 sf)
WETLAND FILL #9
0.07 ACRES
(2,887 sf)
SEE OVERALL EXHIBITS 2 AND 3 FOR
LOCATION OF NON-IMPACT EXHIBITS;
INSETS 13 THROUGH 24.
SPAN #4 - 50 LF
(TEMPORARY WETLAND
TEMPORARY IMPACTS
SPAN LOCATION AREA SF
2 1428
3 2413
4 1036
6 2679
12 1830
'TEMPORARY IMPACTS INCLUDE
THOSE NECESSARY FOR UTILITY
PLACEMENT AT PROPOSED
BRIDGING, ETC
WETLAND IMPACT SUMMARY
LOCATION AREA SF
1 14,310
5A 734
56 456
5C 179
7 973
8 1,223
9 2,887
10 297
11 703
21,762 < 0.5 AC
ALL JURISDICTIONAL
NOTES:
1. IMPACTS SHOWN INCLUDE ALL NECESSARY TO
CONSTRUCT THE PROJECT. NO ADDITIONAL
IMPACTS SHALL BE CONSTRUCTED WITHOUT
ADDITIONAL PERMITTING (IF NECESSARY).
2. LAYOUT SHOWN IS CONCEPTUAL ONLY.
3. LOT NUMBERING SHOWN SHALL BE USED FOR
ILLUSTRATIVE PURPOSES ONLY AND SHALL BE
SUBJECT TO CHANGE.
4. NO LOT IMPACTS ARE PROPOSED BEYOND WHAT
IS SHOWN.
5. ALL UTILITY/WETLAND CROSSINGS SHALL BE
WITHIN OR NEAR ROAD RIGHT-OF-WAY.
PARCEL REFERENCES:
DEED BOOK 856, PAGE 797
MAP BOOK 5, PAGE 22
GRAPHIC SCALE
laoo a soa ~oo0 2000
1 inch = 1000 ft.
OVERALL EXHIBIT 1 OF 3
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/ STORMWATER
// MANAGEMENT
POND
'ROPOSED WETLAND
SPAN #12 - 62 LF
TEMPORARY WETLAND
'ROPOSEC\
POND„~
i~
PROPOSED
POND
-~ ~ e ® ~'' ~v e
.I._ ® s eee e e e
e e o e ®® e e ®e e 5EE INSET e ~'~ e
i ~~1 ,, ROP DED / 9 8 ° 9 ° ° ® ® - 9 - 9 9 PROPOSED 24 9 ~
~, , e ~~ °®b®®®e ® POND 6
AREA OF PROPOSED ~ ~ l' ° ~
` ~ ~ • WETLAND FILL #8 ; ~ e®e o o ° o ®o e ° o e / ® ® e °
.. ,~ ...~.. • • 0.03 ACRES I -- - - o e e ° o -
1,223 sf ;~ ® ®®o e ® 'O e e e ee Q;
o o SEE INSET)8 ~ ~~~„~_' = © o ® ® ° o ® ~ ®®® ~ e -- ee e o 0 0 ;
~j.._\ e Q o0 0 0 0 o a o o ® e o e
,~ ° o ® o ~ ® '~~o
\ eee® a ;, o °_ :®°®®ooeo ~.®® o \~`® ;~
' ~"' ~ \• ~ ~ 9 . PRPONDED g e ~~®® ® ` ~ ® ®1 ' ~ti ~',i =~ - ee
STORMWATER ~ \ ~ •\ ®e e il, ° ® ° o 0 0 ° o o ® ~- ,,; :,
MANAGEMENT •• `~ SEE INSET o ' : o ~~ ~, ° o ° ° o ® , ~ ~~ N PROPOSED 6
POND -, ,\ 21 9 9 g 9 9 ~° p 0 ~\ ®® ®` , ' POND g ~ 9
<<:~ , \ ° e e eee ./~. o
e e o D j•' ,Q a e
0 1 PROPOSED •I 9 9 O 9 9 ® e e O ~ ,` '~ 1 e e e 6 9 9 9 ®® 9
\~ POND I I 6 6 O 9 9 ,/"~ ~ 9 6 ® ~• ® 9
~`\ I I e e ° ® ~'- ~ ~e®ee eee®o e e e-
AREA OF PROPOSED \ 1 ~ ' e e e ; ~ e e ® °
WETLAND FILL #1 \ 1•. \ e ~' e ® ~ •PROPOSED e e e e e
0.33 ACRES \\•,• \ ~ ® ® ' e ® , AMENITY AREA POND / 9 e + ~ e e e
(14,310 sf) `, \ \. ® , ~ ° (NO IMPACTS) SEE INSET / e ®, , e e o ,
SEE INSET 1 ti \\ '~
\ :\ i I e e e®®a 22 y ®e e ® PoNO~ MARINE o e
~` ~ : ' e e ® ~ : e e ° e , ~ ® BROADCASTING e
` ~ ~ ~ Q ,_ ~. e i ® TOWER SITE
:, - ® e o
WETLAND NOTES: ~? ~ •1 : e o ® ° ® e ® , \ ,Q yQl .e '`,® eee ,®® `,
WETLANDS FLAGGED BY: `~ - 1 ;w ~•'~ , , e ® ® ~
LAND MANAGEMENT GROUP, INC. ~ ,.A''•~ s.:;:: ~~•~ \ ® e '~~ e e •y",;^A a ®®e ~~ `, e e '. ®® REA OF PROPOSED
3805 WRIGHTSVILLE AVE.-STE. 15 ~ ~ ~~~:. I ~ ® ® ~ ®e ® ~ e ® WETLAND FILL #11
~' a e 0.02 ACRES
WILMINGTON, N.C. 28403 ~~f, ~4, _-;~; , ,, \ ` \ e ® , ~ e e e e ~ j
PHONE: (91 O)452-0001 r \• ® ®~ \ o e e e ® SEE INSET (703 sf)
~~ T ~ ' 1;,\ ~ ~, e e e -~ e e , ~~ e 23 SEE INSET 11
WETLAND FLAGS FIELD LOCATED BY: ~ . `•, e ••\ \\®a o eee ®e o ®e ®® `;,,` e® ' PRPOND
JIM BLANCHARD ASSOCIATES a\\••. \\~'~ e e e e LEGEND
443 SARECTA ROAD ~ o .•\ eee ® AREA OF PROPOSE
0.01 ACRES
PHONE: [phone] ~ o ` \\`. PROPOSED \ ~~; '•, ®e PROPOSED e e WETLAND FILL #10 EXISTING WETLAND
n ~, 1 POND ~, ~• g POND e e (297 Sf)
~~, ` \.•\ ~ ~ \ e SEE INSET 10 "-~~~~rT~F"'? WETLAND IMPACT INSET
NOTES: ~ ~ \ ~_ ~ ~ ~ °
' AREA OF PROPOSED SPANNED CROSSING & TEMPORARY
1. IMPACTS SHOWN INCLUDE ALL NECESSARY TO ~~r~, ~ " \ •\~ //•••\\ ~.i~l ~l ® WETLAND FILL 9
CONSTRUCT THE PROJECT. NO ADDITIONAL ,~ # UTILITY EASEMENT IMPACT
~ `~ e 0.07 ACRES
IMPACTS SHALL BE CONSTRUCTED WITHOUT ~,t \ ° ~'' n ® (2,887 Sf)
ADDITIONAL PERMITTING (IF NECESSARY). ~' ° n o ~ SEE INSET 9
2. LAYOUT SHOWN IS CONCEPTUAL ONLY. ~ ~ -
3. LOT NUMBERING SHOWN SHALL BE USED FOR STORMWATER i
ILLUSTRATIVE PURPOSES ONLY AND SHALL BE MANAGEMENT ,;~
SUBJECT TO CHANGE. POND ~ GRAPHIC SCALE
500 0 250 500 1000
4. NO LOT IMPACTS ARE PROPOSED BEYOND WHAT PARCEL REFERENCES: I I I
IS SHOWN. PROPOSED WETLAND
SPAN #4 - 50 LF DEED BOOK 856, PAGE 797 ~ ~ t ~- ~
5, ALL UTILITY/WETLAND CROSSINGS SHALL BE (TEMPORARY WETLAND 100 YR MAP BOOK 5, PAGE 22 1 inch = 500 ft.
WITHIN OR NEAR ROAD RIGHT-OF-WAY. ` FLOODLINE 1`
OVERALL EXHIBIT 3 OF 3
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NOTES:
1. TEMPORARY EROSION CONTROL MEASURES SHALL BE IMPLEMENTED DURING CONSTRUCTION OF THE UTILITY CROSSINGS
2. WETLANDS SHALL BE RE-SEEDED WITH WETLANDS SEED MIX UPON CONSTRUCTION COMPLETION.
3. PLACE ADDITIONAL CULVERTS AS DIRECTED BY WETLAND CONSULTANT AND OR DWQ/A.C.E. AND/OR ENGINEER TO PROVIDE
PASSAGE FOR AQUATIC LIFE. LOCATION TO BE DETERMINED BY SAME AT TIME OF CONSTRUCTION (CULVERT BOTTOM TO BE
BURIED 20% OF DIAMETER, SEE DETAIL THIS SHEET).
4. ALL PROPOSED UTILITIES AND EASEMENTS SHALL BE CONTAINED WITHIN EXISTING UPLAND OR WETLANDS FILL AREAS ONLY.
AREA OF WETLAND
FILL (SEE PLAN VIEW)
PROPOSED GAS LINE
EXISTING WETLANDS
CULVERT EXTENSION
THROUGH FILL TO
DAYLIGHT
PROPOSED SANITAR
SEWER FORCE MAIN
~ U ~ EXISTING GRAVEL
j ~ r' DRIVE (15.8' WIDE,
CROSS SECTION A-A
NOT TO SCALE
PROPOSED
WATER MAIN
PROPOSED
GRADE
EXISTING
t GROUND
J
EXISTING WETLANDS
PROPOSED ELECTRIC,
CABLE, AND PHONE
EXISTING WETLANDS
PROPOSED PIPE
~ ~ J~~
BURY 20% OF PIPE
DIA. (TYP.)
CULVERT PLACEMENT DETAIL
NOT TO SCALE
GRAPHIC SCALE
80 0 40 80 160
1 inch = 80 ft.
INSET 1

45' R/W (PRIVATE EASEMENT)
PROPOSED DRAINAGE SWALE AT LOW
5' SIDEWALK ~ POINTS (100' LONG MIN.)
11' 11'
.AND
WETLANDS FLAGGED BY:
LAND MANAGEMENT GROUP, INC.
3805 WRIGHTSVILLE AVE.-STE. 15
WILMINGTON, N.C. 28403
PHONE: [phone]
WETLAND FLAGS FIELD LOCATED BY:
JIM BLANCHARD ASSOCIATES
443 SARECTA ROAD
KENANSVILLE, NC 28349
PHONE: [phone]
LEGEND
EXISTING WETLAND
/j//~~/j//~ WETLAND IMPACT
V`
ffH
V1
~~
~a~
~~x
a~
~~
~~
A~
z
0
b I r
~ O
o_
I
a
N 4

~ 45' R/W (PRIVATE EASEMENT)
11.5' 27' PROPOSED BRIDGE (NO WETLAND
PROPOSED
PROPOSED GAS, CABLE, 6 t0'
PHONE, ETC. (WITHIN 12'
TEMPORARY CONSTRUCTION ~- 6" RISE
EASEMENT)
2' (TYP.)
PILE SUPPORTS
AS NECESSARY
SANITARY SEWER (WITHIN 20'~
TEMPORARY CONSTRUCTION CRASS SECTION A-A
NOTES: EASEMENT) NOT TO SCALE
1. TEMPORARY EROSION CONTROL MEASURES SHALL BE IMPLEMENTED
DURING CONSTRUCTION OF THE UTILITY CROSSINGS
TEMPORARY
2. WETLANDS SHALL BE RE-SEEDED WITH WETLANDS SEED MIX UPON WETLAND
UTILITY CONSTRUCTION COMPLETION. IMPACT
3. SEE OVERALL EXHIBIT FOR TEMPORARY IMPACT QUANTITIES.
4. NO FILL SHALL OCCUR WITHIN WETLANDS DURING ROAD CONSTRUCTION. .'
50'x35' BUILDING
(TYP) t,
.R
50'x35' BUILDING
(TYP)
WETLAND NOTES:
WETLANDS FLAGGED BY:
LAND MANAGEMENT GROUP, INC.
3805 WRIGHTSVILLE AVE.-STE. 15
WILMINGTON, N.C. 28403
PHONE: [phone]
WETLAND FLAGS FIELD LOCATED BY:
JIM BLANCHARD ASSOCIATES
443 SARECTA ROAD
KENANSVILLE, NC 28349
PHONE: [phone]
6.5'
1' ELECTRIC UTILITY
(WITHIN 10' TEMPORARY
6" RISE -~ CONSTRUCTION
EASEMENT)
- - - - - I
EXISTING
WATER LINE (WITHIN 20' WETLAND
TEMPORARY CONSTRUCTION
EASEMENT)
NOTES: (CONTINUED)
5. BRIDGE SHALL BE DESIGNED TO SUPPORT TRUCK LOADING
(I.E. FIRE TRUCK, WASTE DISPOSAL, ETC.)
6. ALL PILE SUPPORTS WITHIN WETLAND SHALL BE DRIVEN ONLY
(NO WETLAND IMPACT)
7. ALL PROPOSED UTILITIES AND EASEMENTS SHALL BE CONTAINED
WITHIN THE 45' RIGHT-OF-WAY.
I_~~=END
~~~
~` ,~ EXISTING WETLAND
~~ WETLAND BRIDGE
- TEMPORARY UTILITY IMPACT
NOTE:
LAYOUT SHOWN IS CONCEPTUAL ONLY
PROPOSED TIMBER
BRIDGE (55')
GRAPHIC SCALE
30 0 15 30 60
1 inch = 30 ft.
INSET 2
SCALE:
," = 30' WETLAND IMPACT ANALYSI
DATE: WDTLAND SPAN #2
s-1o-o7 oNSiow coulvrY, No~zrx cAxoinvA

45' R/W (PRIVATE
PROPOSED GAS, CABLE, -~
PHONE, ETC. (WITHIN 12'
TEMPORARY CONSTRUCTION
EASEMENT)
11.5'
6'
27' PROPOSED BRIDGE (NO WETLAND IMPACT)
PROPOSED
• ~..
6" RISE
6.5'
1' ELECTRIC UTILITY
(WITHIN 10' TEMPORARY
6" RISE ~\ CONSTRUCTION
EASEMENT)
_... ,-..
_....._
_.. .
__ __ ._._ _ . _ _ = EXISTING
' °'' ~ ~ WETLAND
~ WATER LINE (WITHIN 20'
TEMPORARY CONSTRUCTION
EASEMENT)
~~ ~~ 2'(TYP.)
SANITARY SEWER (WITHIN 20'
TEMPORARY CONSTRUCTION
EASEMENT)
PILE SUPPORTS
AS NECESSARY
CROSS SECTION A-A
N T 5:
NOT TO SCALE
1. TEMPORARY EROSION CONTROL MEASURES SHALL BE IMPLEMENTED
DURING CONSTRUCTION OF 7HE UTILITY CROSSINGS
TEMPORARY
2. WETLANDS SHALL BE RE-SEEDED WITH WETLANDS SEED MIX UPON WETLAND
UTILITY CONSTRUCTION COMPLETION. IMPACT
3. SEE OVERALL EXHIBIT FOR TEMPORARY IMPACT QUANTITIES.
4. NO FILL SHALL OCCUR WITHIN WETLANDS DURING ROAD CONSTRUCTION.
NOTES: (CONTINUED)
5. BRIDGE SHALL BE DESIGNED TO SUPPORT TRUCK LOADING
(I.E. FIRE TRUCK, WASTE DISPOSAL, ETC.)
6. ALL PILE SUPPORTS WITHIN WETLAND SHALL BE DRIVEN ONLY
(NO WETLAND IMPACT)
7. ALL PROPOSED UTILITIES AND EASEMENTS SHALL BE CONTAINED
WITHIN THE 45' RIGHT-OF-WAY.
.R
~ `
PROPOSED TIMBER
BRIDGE (83')
EXPANDED BRIDGE
FOR FUTURE WALK
WETLAND NOTES:
WETLANDS FLAGGED BY:
LAND MANAGEMENT GROUP, INC.
3805 WRIGHTSVILLE AVE.-STE. 15
WILMINGTON, N.C. 28403
PHONE: [phone]
WETLAND FLAGS FIELD LOCATED BY:
JIM BLANCHARD ASSOCIATES
443 SARECTA ROAD
KENANSVILLE, NC 28349
PHONE: [phone]
i E~;END
~~ EXISTING WETLAND
~:
~11T11~iT11 WETLAND BRIDGE
~~ TEMPORARY UTILITY IMPACT
NOTE:
LAYOUT SHOWN IS CONCEPTUAL ONLY
i
Y S
~ {
S~r~S..., ,, 1
/ r,
f:,
':i
GRAPHIC SCALE
30 0 15 30 60
1 inch = 30 ft.
INSET 3
SCALE:
," = 3D' LAND`~IMA ~P~ACT,(j,ANALYSI
DATE: • • +~ + ~ ~ - y ~~~ '"
8-10-07 ONSLOW COUNIY, NORTH CAROLINA
o ~
PROFILE B-B ~ D
ks' J NOT TO SCALE o

11.5'
PROPOSED GAS, CABLE, -~
PHONE, ETC. (WITHIN 12'
TEMPORARY CONSTRUCTION
EASEMENT)
2' (TYP.)
~- PILE SUPPORTS
SANITARY SEWER (WITHIN 20' AS NECESSARY
TEMPORARY CONSTRUCTION
NOTE • EASEMENT) CROSS SECTION A-A
1. TEMPORARY EROSION CONTROL MEASURES SHALL 8E IMPLEMENTED NOT TO SCALE
DURING CONSTRUCTION OF THE UTILITY CROSSINGS
2. WETLANDS SHALL BE RE-SEEDED WITH WETLANDS SEED MIX UPON TEMPORARY
UTILITY CONSTRUCTION COMPLETION. WETLAND
IMPACT
3. SEE OVERALL EXHIBIT FOR TEMPORARY IMPACT QUANTITIES.
4. NO FILL SHALL OCCUR WITHIN WETLANDS DURING ROAD CONSTRUCTION.
45' R/W (PRIVATE EASEMENT)
27' PROPOSED BRIDGE (NO WETLAND IMPACT)
PROPOSED
.R
WETLAND NOTES:
WETLANDS FLAGGED BY:
LAND MANAGEMENT GROUP, INC.
3805 WRIGHTSVILLE AVE.-STE. 15
WILMINGTON, N.C. 28403
PHONE: [phone]
WETLAND FLAGS FIELD LOCATED BY:
JIM BLANCHARD ASSOCIATES
443 SARECTA ROAD
KENANSVILLE, NC 28349
PHONE: [phone]
SPAN 4
(TEMPORARY
WETLAND IMPACT)
6.5'
1' ELECTRIC UTILITY
10 (WITHIN 10' TEMPORARY
6" RISE -~ CONSTRUCTION
EASEMENT)
_._. __ __ ..._ ..._ _ -- EXISTING
~........._ . ~ ..-.. ~ WETLAND
WATER LINE (WITHIN 20'
TEMPORARY CONSTRUCTION
EASEMENT)
NOTES: (CONTINUED}
5. BRIDGE SHALL BE DESIGNED TO SUPPORT TRUCK LOADING
(I.E. FIRE TRUCK, WASTE DISPOSAL, ETC.)
6. ALL PILE SUPPORTS WITHIN WETLAND SHALL BE DRIVEN ONLY
(NO WETLAND IMPACT)
7. ALL PROPOSED UTILITIES AND EASEMENTS SHALL BE CONTAINED
WITHIN THE 45' RIGHT-OF-WAY.

~_EGEND
~~~~_--~_ EXISTING WETLAND
~~ WETLAND BRIDGE
~~ TEMPORARY UTILITY IMPACT
NOTE:
LAYOUT SHOWN IS CONCEPTUAL ONLY
GRAPHIC SCALE
30 0 15 30 60
1 inch = 30 ft.
INSET 4
SCALE:
," = 3D~ WETLAND IMPACT ANALYSIS
DATE: ~ D SPAN #4
8-10-0~ oNSiow covrrrY, No~rrx cAxorllvA
a ~ PROFILE B-B ~_ ~
NOT TO SCALE -' o

45' R/W (PRIVATE EASEMENT) PROPOSED
PROPOSED GRADE
3' 1'SHELF ~
11' 11' 1'SHELF
5'WALK 3' AREA OF WETLAND
FILL (SEE PLAN VIEW)
3
1~
\ 3
~\
~~~
~~
~
~~
1
I
/~~ 18° //
//
/
/// //
// OUND
GR
- ~-
O O O O SANITARY WATER O ~ O ELECTRIC
AREA OF WETLAND SOFT ~ SEWER LINE ~_ UTILITY
FILL (SEE PLAN VIEW) UTILITIES ~ 12" RCP J
EXISTING WETLANDS TYPICAL EXISTING WETLANDS
CROSS SECTION A-A
NOT TO SCALE
AREA OF WETLAND
FILL (SEE PLAN VIEW)
PROPOSED ROAD
0
z
¢~
W ~
3
12" RCP
TYPICAL
EXISTING WETLANDS -WIDTH VARIES
PROFILE B-B
NOT TO SCALE
12" RCP ~
TYPICAL ~ ~
~ D
SEE PLAN) o
NOTE: CULVERT PIPES TO BE PLACED
(BURIED) PER DWQ STANDARDS.
NOTES:
1. TEMPORARY EROSION CONTROL MEASURES SHALL BE IMPLEMENTED DURING CONSTRUCTION OF
THE UTILITY CROSSINGS
2. WETLANDS SHALL BE RE-SEEDED WITH WETLANDS SEED MIX UPON CONSTRUCTION COMPLETION.
3. PLACE ADDITIONAL CULVERTS AS DIRECTED BY WETLAND CONSULTANT AND OR DWQ/A.C.E.
AND/OR ENGINEER TO PROVIDE PASSAGE FOR AQUATIC LIFE. LOCATION TO BE DETERMINED BY
SAME AT TIME OF CONSTRUCTION (CULVERT BOTTOM TO BE BURIED 20% OF DIAMETER, SEE DETAIL
THIS SHEET).
4. ALL PROPOSED UTILITIES AND EASEMENTS SHALL BE CONTAINED WITHIN EXISTING UPLAND OR
WETLAND FILL AREAS ONLY.
0
<r ~
WETLAND NOTES:
WETLANDS FLAGGED BY:
LAND MANAGEMENT GROUP, INC.
3805 WRIGHTSVILLE AVE.-STE. 15
WILMINGTON, N.C. 28403
PHONE: [phone]
WETLAND FLAGS FIELD LOCATED BY:
JIM BLANCHARD ASSOCIATES
443 SARECTA ROAD
KENANSVILLE, NC 28349
PHONE: [phone]
LEGEND
I~~-R~ ~~`~-~ EXISTING WETLAND
j~ j~~j WETLAND IMPACT
/ / / /
NOTE:
LAYOUT SHOWN IS CONCEPTUAL ONLY
D PIPE
~~
BURY 20% OF PIPE
DIA. (TYP.)
CULVERT PLACEMENT DETAIL
NOT TO SCALE
EXISTING WETLANDS
PROPOSE
GRAPHIC SCALE
30 0 15 30 60
1 inch = 30 ft.
INSET 5A & SB
SCALE:
," = 30' vVETL~ND IMPACT ANrALYSI
DATE: • Y 1% 1 if~D i1t11 A~ ~vA <JL ~~+L
8-10-07 ONSLOW COUNTY NORTH CAROLINA

3'
PROPOSED
GRADE
1~~
AREA OF WETLAND ~
FILL (SEE PLAN VIEW)
---1'SHELF
I I 5'
' SOFT O O O r
UTILITIES
EXISTING WETLANDS
45' R/W (PRIVATE EASEMENT)
PROPOSED
11' 11'
O SANITARY O WATER
SEWER LINE
CROSS SECTION A-A
NOT TO SCALE
PROPOSED
GRADE
I ~ EXISTING
GROUND
------~-
O ELECTRIC
UTILITY
AREA OF WETLAND
FILL (SEE PLAN VIEW)
PROPOSED ROAD
EXISTING WETLANDS r- m
WIDTH VARIES (SEE PLAN) ~ a
~Z
J
PROFILE B-B
NOT TO SCALE
NOTES:
1. TEMPORARY EROSION CONTROL MEASURES SHALL BE IMPLEMENTED DURING CONSTRUCTION OF
THE UTILITY CROSSINGS
2. WETLANDS SHALL BE RE-SEEDED WITH WETLANDS SEED MIX UPON CONSTRUCTION COMPLETION.
3. ALL PROPOSED UTILITIES AND EASEMENTS SHALL BE CONTAINED WITHIN EXISTING UPLAND OR
WETLAND FILL AREAS ONLY.
WETLAND NOTES:
WETLANDS FLAGGED BY:
LAND MANAGEMENT GROUP, INC.
3805 WRIGHTSVILLE AVE.-STE. 15
WILMINGTON, N.C. 28403
PHONE: [phone]
WETLAND FLAGS FIELD LOCATED BY:
JIM BLANCHARD ASSOCIATES
443 SARECTA ROAD
KENANSVILLE, NC 28349
PHONE: [phone]
LEGEND
~,~~ :` ~ EXISTING WETLAND
'~~j~~j~~~ WETLAND IMPACT
NOTE:
LAYOUT SHOWN IS CONCEPTUAL ONLY
GRAPHIC SCALE
30 0 15 30 60
1 inch = 30 ft.
INSET 5C
SCALE:
," = 3D~ ''VETLAI~TD IMPACT ANALYSIS
DATE: D IMPACT #5C
e-10-0~ orrsrow cou~vr~, No~rrH c~ortiva

45' RAW (PRIVATE EASEMENT)
11.5' 27' PROPOSED BRIDGE (NO WETLAND IMPACT) 6.5'
PROPOSED
PROPOSED GAS, CABLE, 6 ~
10' 1' ELECTRIC UTILITY
10'
'
PHONE, ETC. (WITHIN 12' WITHIN 10
TEMPORARY
TEMPORARY CONSTRUCTION
~ 6" RISE 6" RISE -~ CONSTRUCTION
~
EASEMENT) EASEMENT)
4. 2' (TYP.)

_........ _t _ _
r _ _
- -
- r.
- - _
_
EXISTING
-+ -- -
PILE SUPPORTS WATER LINE (WITHIN 20'
SANITARY SEWER (WITHIN 20' AS NECESSARY TEMPORARY CONSTRUCTION
TEMPORARY CONSTRUCTION EASEMENT)
NOTES; EASEMENT) CROSS SECTION A-A
NOTES: (CONTINUED)
1. TEMPORARY EROSION CONTROL MEASURES SHALL BE IMPLEMENTED NOT TO SCALE
DURING CONSTRUCTION OF THE UTILITY CROSSINGS 5. BRIDGE SHALL BE DESIGNED TO SUPPORT TRUCK LOADING
(I.E. FIRE TRUCK, WASTE DISPOSAL, ETC.)
2. WETLANDS SHALL BE RE-SEEDED WITH WETLANDS SEED MIX UPON TEMPORARY
UTILITY CONSTRUCTION COMPLETION. WETLAND 6. ALL PILE SUPPORTS WITHIN WETLAND SHALL BE DRIVEN ONLY
IMPACT (NO WETLAND IMPACT)
3. SEE OVERALL EXHIBIT FOR TEMPORARY IMPACT QUANTITIES.
7. ALL PROPOSED UTILITIES AND EASEMENTS SHALL BE CONTAINED
4. NO FILL SHALL OCCUR WITHIN WETLANDS DURING ROAD CONSTRUCTION. WITHIN THE 45' RIGHT-OF-WAY.
GCS
.R
EXPANDED BRIDGE FOR
FUTURE SIDEWALK

SPAN 6
(TEMPORARY
WETLAND IMPACT)

WETLAND NOTES:
WETLANDS FLAGGED BY:
LAND MANAGEMENT GROUP, INC.
3805 WRIGHTSVILLE AVE.-STE. 15
WILMINGTON, N.C. 28403
PHONE: [phone]
WETLAND FLAGS FIELD LOCATED BY:
JIM BLANCHARD ASSOCIATES
443 SARECTA ROAD
KENANSVILLE, NC 28349
PHONE: [phone]
~= GEND
(r-`-T----i:,~ EXISTING WETLAND
WETLAND BRIDGE
TEMPORARY UTILITY IMPACT
NOTE:
LAYOUT SHOWN IS CONCEPTUAL ONLY
GRAPHIC SCALE
30 0 15 30 60
1 inch = 30 ft.
INSET 6
state:
1" = 30' LAND~I~tMPACT ANALYSIS
DATE: ,r r L i L~D SP~ ~~
8-10-07 orrsiow courrtY, No~zrx c~oLnva
Q~ PROFILE B-B ~m
~~
NOT TO SCALE _+ z
0

3'
PROPOSED 1'SHELF
GRADE ~~~
i I 5'WALK
3
1 \ \~//~~~\/\~/ //\
45' R/W (PRIVATE EASEMENT)
PROPOSED
PROPOSED
GRADE
11'
I EXISTING
------_-- GROUND
00 O O SANITARY ~ O WATER
UDTIL TIES SEWER ~ LINE
AREA OF WETLAND
FILL (SEE PLAN VIEW) EXISTING WETLANDS
CROSS SECTION A-A
NOT TO SCALE
PROPOSED ROAD
AREA OF WETLAND
FILL (SEE PLAN VIEW)
°
z~ EXISTING WETLANDS ~ r$l*
~ ~ WIDTH VARIES (SEE PLAN) 3 D
~ Z
~
PROFILE B-B
NOT TO SCALE
NOTES:
1. TEMPORARY EROSION CONTROL MEASURES SHALL BE IMPLEMENTED DURING CONSTRUCTION OF
THE UTILITY CROSSINGS
2. WETLANDS SHALL BE RE-SEEDED WITH WETLANDS SEED MIX UPON CONSTRUCTION COMPLETION.
3. ALL PROPOSED UTILITIES AND EASEMENTS SHALL BE CONTAINED WITHIN EXISTING UPLAND OR
WETLAND FILL AREAS ONLY.
WETLAND NOTES:
WETLANDS FLAGGED BY:
LAND MANAGEMENT GROUP, INC.
3805 WRIGHTSVILLE AVE.-STE. 15
WILMINGTON, N.C. 28403
PHONE: [phone]
WETLAND FLAGS FIELD LOCATED BY:
JIM BLANCHARD ASSOCIATES
443 SARECTA ROAD
KENANSVILLE, NC 28349
PHONE: [phone]
SCALE:
1"=30'
DATE:
8-10-07
LEGEND
,' ~~ `EXISTING WETLAND
\~ WETLAND IMPACT
NOTE:
LAYOUT SHOWN IS CONCEPTUAL ONLY
O ELECTRIC
UTILITY
GRAPHIC SCALE
30 0 15 30 60
1 inch = 30 ft.
INSET 7
LAND IMPACT ANALYSIS
VVE;TLAND IMPACT # 7
ONSLOW COUNTY, NORTH CAROLINA

45' R/W (PRIVATE EASEMENT)
PROPOSED
3' 1'SHELF ...
_ ~I -
AREA OF WETLAND ~
FILL (SEE PLAN VIEW)
~~GEND
r +} '~ ;f EXISTING WETLAND
~\~ WETLAND IMPACT
NOTE:
LAYOUT SHOWN IS CONCEPTUAL ONLY
PROPOSED ROAD
11'
PROPOSED
GRADE

3 ~
\/\
~ \/\\ \ EXISTING
/ \/
\/ /
/
/
/
~
~
/ /
//
/
/ \//\/
\//\//
//
\// GR OU N D
\/\\~~/\\
~ /\/ /\\
\~ \
\
/\\
~
/\/
~
/\
\\
\~ \\ \
~
\
~ ~~

00 O O SANITARY O WATER O ELECTRIC
SOFT SEWER LINE UTILITY
UTILITIES 12" RCP AREA OF WETLAND
TYPICAL FILL (SEE PLAN VIEW)
45' IMPACT WIDTH
CROSS SECTION A-A
NOT TO SCALE
1
AREA OF WETLAND
FILL (SEE PLAN VIEW)
12" RCP 12" RCP ~
TYPICAL TYPICAL ~ n
EXISTING WETLANDS -APPROX. 28'
0
z
a F'
w~
PROFILE B-B
NOT TO SCALE
~z
v
NOTE: CULVERT PIPES TO BE PLACED
(BURIED) PER DWQ STANDARDS.
NOTES:
1. TEMPORARY EROSION CONTROL MEASURES SHALL BE IMPLEMENTED DURING CONSTRUCTION OF
THE UTILITY CROSSINGS
2. WETLANDS SHALL BE RE-SEEDED WITH WETLANDS SEED MIX UPON CONSTRUCTION COMPLETION.
3. PLACE ADDITIONAL CULVERTS AS DIRECTED BY WETLAND CONSULTANT AND OR DWQ/A.C.E.
ANp/OR ENGINEER TO PROVIDE PASSAGE FOR AQUATIC LIFE. LOCATION TO BE DETERMINED BY
SAME AT TIME OF CONSTRUCTION (CULVERT BOTTOM TO BE BURIED 20% OF DIAMETER, SEE DETAIL
THIS SHEET).
4. ALL PROPOSED UTILITIES AND EASEMENTS SHALL BE CONTAINED WITHIN EXISTING UPLANDS OR
WETLAND FILL AREAS ONLY.
WETLAND NOTES:
WETLANDS FLAGGED BY:
LAND MANAGEMENT GROUP, INC.
3805 WRIGHTSVILLE AVE.-STE. 15
WILMINGTON, N.C. 28403
PHONE: [phone]
WETLAND FLAGS FIELD LOCATED BY:
JIM BLANCHARD ASSOCIATES
443 SARECTA ROAD
KENANSVILLE, NC 28349
PHONE: [phone]
SCALE:
1"=30'
DATE:
8-10-07
1'SHELF / I 3'
EXISTING WETLANDS
PROPOSED PIPE
___-
BURY 20% OF PIPE
DIA. (TYP.}
CULVERT PLACEMENT DETAIL
NOT TO SCALE
GRAPHIC SCALE
30 0 15 30 60
1 inch = 30 ft.
INSET 8
~TETLAl~TD IMPACT ANALYSIS
IMPACT S
ONSLOW COUN'iY, NORTH CAROLIlVA

-~-~ -
AREA OF WETLAND ~
FILL (SEE PLAN VIEW)
45' R/W (PRIVATE EASEMENT)
PROPOSED
1'SHELF 11' ~ 11'
~3
00 O O SANITARY
SOFT SEWER
UTILITIES 12" RCP
TYPICAL 45' IMPACT WIDTH
CROSS SECTION A-A
NOT TO SCALE
1
PROPOSED
GRADE
~.,,,,, „ELF 3.
~.JI`~ ~~"~^ AREA OF WETLAND
~3 FILL (SEE PLAN VIEW)
//\//\//\\//\/~\// 11 EXISTING GROUND
4, ~~
O WATER O ELECTRIC
LINE UTILITY I
AREA OF WETLAND
FILL (SEE PLAN VIEW)
PROPOSED ROAD
0
z
¢'_
12" RCPT
TYPICAL EXISTING WETLANDS
WIDTH VARIES (SEE PL
PROFILE B-B
NOT TO SCALE
12" RCP ~
TYPICAL ~ ~
~ D
Z
NOTE: CULVERT PIPES TO BE PLACED
(BURIED) PER DWQ STANDARDS.
NOTES:
1. TEMPORARY EROSION CONTROL MEASURES SHALL BE IMPLEMENTED DURING CONSTRUCTION OF
THE UTILITY CROSSINGS
2. WETLANDS SHALL BE RE-SEEDED WITH WETLANDS SEED MIX UPON CONSTRUCTION COMPLETION.
3. PLACE ADDITIONAL CULVERTS AS DIRECTED BY WETLAND CONSULTANT AND OR DWQ/A.C.E.
AND/OR ENGINEER TO PROVIDE PASSAGE FOR AQUATIC LIFE. LOCATION TO BE DETERMINED BY
SAME AT TIME OF CONSTRUCTION (CULVERT BOTTOM TO BE BURIED 20~ OF DIAMETER, SEE DETAIL
THIS SHEET).
4. ALL PROPOSED UTILITIES AND EASEMENTS SHALL BE CONTAINED WITHIN EXISTING UPLAND OR
WETLAND FILL AREAS ONLY.
WETLAND NOTES:
WETLANDS FLAGGED BY:
LAND MANAGEMENT GROUP, INC.
3805 WRIGHTSVILLE AVE.-STE. 15
WILMINGTON, N.C. 28403
PHONE: [phone]
WETLAND FLAGS FIELD LOCATED BY:
JIM BLANCHARD ASSOCIATES
443 SARECTA ROAD
KENANSVILLE, NC 28349
PHONE: [phone]
SCALE:
1 " = 3 0'
DATE'
8-10-07
WETLAND FILL #9:
i~oo~ ~~~
LEGEND
' ;' ~. EXISTING WETLAND
~'T\~ WETLAND IMPACT
NOTE:
LAYOUT SHOWN IS CONCEPTUAL ONLY
D PIPE
~~
BURY 20~ OF PIPE
DIA. (TYP.)
[;~~VERT PLACEMENT DETAIL
NOT TO SCALE
PROPOSED 45'
oonin'rc Annn
~ g ~',
GRAPHIC SCALE
30 0 15 30 60
1 inch = 30 ft.
INSET 9
~i'V~FTL~IND IMPACT .ANALYSIS
WE'r]LAND IMPACT 9
ONSLOW COUNTY, NORTH CAROLINA
EXISTING WETLANDS
PROPOSE

3' 1'SHELF
PROPOSED 3~~5'WALK
GRADE 11 / /~\/ / ~
000
SOFT
AREA OF WETLAND UTILITIES
FILL (SEE PLAN VIEW)
45' R/W (PRIVATE EASEMENT)
PROPOSED
11' ~ 11' 1
EXISTING
GROUND
p SANITARY ~ O WATER O ELECTRIC
SEWER ~ LINE UTILITY
EXISTING WETLANDS
CROSS SECTION A-A
NOT TO SCALE
AREA OF WETLAND
FILL (SEE PLAN VIEW)
PROPOSED ROAD
EXISTING WETLANDS ~
a ~ WIDTH VARIES (SEE PLAN) ~ D
~'~ ~z
s~' °
PROFILE B-B
NOT TO SCALE
NOTES
1. TEMPORARY EROSION CONTROL MEASURES SHALL BE IMPLEMENTED DURING CONSTRUCTION OF
THE UTILITY CROSSINGS
2. WETLANDS SHALL BE RE-SEEDED WITH WETLANDS SEED MIX UPON CONSTRUCTION COMPLETION.
3. ALL PROPOSED UTILITIES AND EASEMENTS SHALL BE CONTAINED WITHIN EXISTING UPLAND OR
WETLAND FILL AREAS ONLY.
WETLAND NOTES:
WETLANDS FLAGGED BY:
LAND MANAGEMENT GROUP, INC.
3805 WRIGHTSVILLE AVE.-STE. 15
WILMINGTON, N.C. 28403
PHONE: [phone]
WETLAND FLAGS FIELD LOCATED BY:
JIM BLANCHARD ASSOCIATES
443 SARECTA ROAD
KENANSVILLE, NC 28349
PHONE: [phone]
SCALE:
1 " = 3 0'
DATE:
8-10-07
I_I=LEND
~,~::' EXISTING WETLAND
~\~ WETLAND IMPACT
NOTE:
LAYOUT SHOWN IS CONCEPTUAL ONLY
GRAPHIC SCALE
30 0 15 30 60
1 inch = 30 ft.
INSET 10
W]CTL~TD IMPACT ANALYSIS
VV:ETLAND IMPACT # 10
ONSLOW COUNiY, NORTH CAROLINA
/ PROPOSED 45'

1'SHELF
-3 }-
I1
EXISTING
GROUND
AREA OF WETLAND
FILL (SEE PLAN VIEW)

~~
o~
Q J
~~_
~~
EXISTING
GROUND
EXISTING WETLANDS -VARIES
CROSS SECTION A-A
NOT TO SCALE
NOTES:
1. WETLANDS SHALL BE RE-SEEDED WITH WETLANDS SEED MIX UPON CONSTRUCTION COMPLETION.
2. ALL PROPOSED UTILITIES AND EASEMENTS SHALL BE CONTAINED WITHIN EXISTING UPLAND OR
WETLAND FILL AREAS ONLY.

I
I
r
~ \
j
O
~O
1
1

PROPOSED EDGE
OF POND
r
r
WETLAND NOTES:
WETLANDS FLAGGED BY:
LAND MANAGEMENT GROUP, INC. LEGEND
3805 WRIGHTSVILLE AVE.-STE. 15
WILMINGTON, N.C. 28403 EXISTING WETLAND
PHONE: [phone]
GRAPHIC SCALE
WETLAND IMPACT
WETLAND FLAGS FIELD LOCATED BY: 4 0 0 20 ao e o
JIM BLANCHARD ASSOCIATES
443 SARECTA ROAD NOTE:
KENANSVILLE, NC 28349 LAYOUT SHOWN IS CONCEPTUAL ONLY 1 inch = 40 ft.
PHONE: [phone] INSET 11'

SCALE:
1" = 40'
~VVETLAND IMPACT ANALYSIS

WETLAND IMPACT # 11
DATE:
8-10-D7 ONSLOW COUNiY, NORTH CAROLIlVA
UPLAND i

PROPOSED GAS, CABLE, ~
PHONE, ETC. (WITHIN 12'
TEMPORARY CONSTRUCTION
EASEMENT)
45' R/W (PRIVATE EASEMENT)
27' PROPOSED BRIDGE (NO WETLAND IMPACT) 6.5'
PROPOSED
10' ~ 10~ 1~ ELECTRIC UTILITY
(WITHIN 10' TEMPORARY
f- 6" RISE 6" RISE CONSTRUCTION
EASEMENT)
2' (TYP.)
_-. _. ..-.. EXISTING
WETLAND
PILE SUPPORTS WATER LINE (WITHIN 20'
AS NECESSARY TEMPORARY CONSTRUCTION
EASEMENT)
6'
SANITARY SEWER (WITHIN 20'
TEMPORARY CONSTRUCTION
NOTES: EASEMENT) CROSS SECTION A-A
1. TEMPORARY EROSION CONTROL MEASURES SHALL BE IMPLEMENTED NOT TO SCALE
DURING CONSTRUCTION OF THE UTILITY CROSSINGS
2. WETLANDS SHALL BE RE-SEEDED WITH WETLANDS SEED MIX UPON TEMPORARY
UTILITY CONSTRUCTION COMPLETION. WETLAND
IMPACT
3. SEE OVERALL EXHIBIT FOR TEMPORARY IMPACT QUANTITIES.
4. NO FILL SHALL OCCUR WITHIN WETLANDS DURING ROAD CONSTRUCTION.
NOTES: (CONTINUED)
5. BRIDGE SHALL BE DESIGNED TO SUPPORT TRUCK LOADING
(I.E. FIRE TRUCK, WASTE DISP05AL, ETC.)
6. ALL PILE SUPPORTS WITHIN WETLAND SHALL BE DRIVEN ONLY
(NO WETLAND IMPACT)
7. ALL PROPOSED UTILITIES AND EASEMENTS SHALL BE CONTAINED
WITHIN THE 45' RIGHT-OF-WAY.
.R
11.5'
EXPANDED BRIDGE FOR
FUTURE SIDEWALK
PROPOSED TIMBER
BRIDGE (62')
WETLAND NOTES:
WETLANDS FLAGGED BY:
LAND MANAGEMENT GROUP, INC.
3805 WRIGHTSVILLE AVE.-STE. 15
WILMINGTON, N.C. 28403
PHONE: [phone]
WETLAND FLAGS FIELD LOCATED BY:
JIM BLANCHARD ASSOCIATES
443 SARECTA ROAD
KENANSVILLE, NC 28349
PHONE: [phone]
1
I
1
1
2,
I
I SPAN # 12
(TEMPORARY
WETLAND IMPACT)
LEGEND
EXISTING WETLAND
~LLLLIIIIIII WETLAND IMPACT
TEMPORARY UTILITY IMPACT
NOTE:
LAYOUT SHOWN IS CONCEPTUAL ONLY
TEMPORARY UTILITY
IMPACT (1,830 SF)
GRAPHIC SCALE
30 0 15 30 60
1 inch = 30 ft.
INSET 12
SCALE:
," = 3D' 'WETLAND IMPAC7~T . -A~ NALYSIS
DATE: Y 1/ 1/,J~ SP~ ~ ~ LJ
8-10-07 ONSLOW COUNTY, NORTH CAROLINA
Q ~ PROFILE B-B
NOT TO SCALE -+ z
0

~-

WETLAND NOTES:
WETLANDS FLAGGED BY:
LAND MANAGEMENT GROUP, INC.
3805 WRIGHTSVILLE AVE.-STE. 15
WILMINGTON, N.C. 28403
PHONE: [phone]
WETLAND FLAGS FIELD LOCATED BY:
JIM BLANCHARD ASSOCIATES
443 SARECTA ROAD
KENANSVILLE, NC 28349
PHONE: [phone]
LEGEN DD
EXISTING WETLAND
NOTE:
LAYOUT SHOWN IS CONCEPTUAL ONLY
GRAPHIC SCALE
30 0 15 30 60
1 inch = 30 ft.
INSET 13
SCALE:
~~ - 3°~ LAND IMPACT ANALYSIS
DA7H: D DETAIL
8-10-07 ONSLOW COUNTY, NORTH CAROLINA

WETLAND NOTES:
WETLANDS FLAGGED BY:
LAND MANAGEMENT GROUP, INC.
3805 WRIGHTSVILLE AVE.-STE. 15
WILMINGTON, N.C. 28403
PHONE: [phone]
WETLAND FLAGS FIELD LOCATED BY:
JIM BLANCHARD ASSOCIATES
443 SARECTA ROAD
KENANSVILLE, NC 28349
PHONE: [phone]
EL LEND
EXISTING WETLAND
NOTE:
LAYOUT SHOWN IS CONCEPTUAL ONLY
GRAPHIC SCALE
30 0 15 30 60
1 inch = 30 ft.
INSET 14
SCALE:
DATE:
~~ = 30~ vVETL~l~TD IMPACT ANALYSIS
vv~rLAND D~rAiL
8-10-07 ONSLOW COUN'iY, NORTH CAROLINA

799
800
801
UPLAND
802
II ~ II
I
1 ',
WETLAND NOTES:
WETLANDS FLAGGED BY:
LAND MANAGEMENT GROUP, INC.
3805 WRIGHTSVILLE AVE.-STE. 15
WILMINGTON, N.C. 28403
PHONE: [phone]
WETLAND FLAGS FIELD LOCATED BY:
JIM BLANCHARD ASSOCIATES
443 SARECTA ROAD
KENANSVILLE, NC 28349
PHONE: [phone]
LEGEND
`''~' ~~"~~ EXISTING WETLAND
NOTE:
LAYOUT SHOWN IS CONCEPTUAL ONLY
GRAPHIC SCALE
30 0 15 30 60
1 inch = 30 ft.
INSET 15
SCALE:
1"=30'
DATE:
$-10- 07
~V'~T~rLAND IMPACT ANALYSIS
WETLAND DETAIL
ONSLOW COUNTY, NORTH CAROLIlVA
,.

45' R/W (PRIVATE EASEMENT)
~1Y% ~ _
J
EXISTING WETLANDS
1'SHELF
3 5'WALK
1~
PROPOSED
11' ~ 11. 1
PROPOSED
GRADE
O O O O SANITARY O WATER ELECTRIC Q
SOFT SEWER LINE UTILITY
UTILITIES
CROSS SECTION A-A
NOT TO SCALE
EXISTING
GROUND
J
EXISTING WETLANDS
PROPOSED ROAD
NOTES:
1. TEMPORARY EROSION CONTROL MEASURES
SHALL BE IMPLEMENTED DURING CONSTRUCTION
OF THE UTILITY CROSSINGS
2. WETLANDS SHALL BE RE-SEEDED WITH
WETLANDS SEED MIX UPON CONSTRUCTION
COMPLETION.
WETLAND NOTES:
WETLANDS FLAGGED BY:
LAND MANAGEMENT GROUP, INC.
3805 WRIGHTSVILLE AVE.-STE. 15
WILMINGTON, N.C. 28403
PHONE: [phone]
WETLAND FLAGS FIELD LOCATED BY:
JIM BLANCHARD ASSOCIATES
443 SARECTA ROAD
KENANSVILLE, NC 28349
PHONE: [phone]
SCALE:
1"=30'
DATE:
8-10-07
PROFILE B-B
NOT TO SCALE
NO WETLAND
IMPACT
NO WETLAND
IMPACT
LEGEND
EXISTING WETLAND
NOTE:
LAYOUT SHOWN IS CONCEPTUAL ONLY

GRAPHIC SCALE
30 0 15 30 60
1 inch = 30 ft.
INSET 16
~iT~'TLAND IMPACT ANALYSIS
WETLAND DETAIL
ONSLOW COUNtY, NORTH CAROLIlVA

~~
~~
\\
I
rifl'Y35' Rtlll WING

~P .~J ~
~G~~ ~~
~\G~T
/ \~~ O~
~~~ _ .
WETLAND NOTES:
WETLANDS FLAGGED BY:
LAND MANAGEMENT GROUP, INC.
3805 WRIGHTSVILLE AVE.-STE. 15
WILMINGTON, N.C. 28403
PHONE: [phone]
WETLAND FLAGS FIELD LOCATED BY:
JIM BLANCHARD ASSOCIATES
443 SARECTA ROAD
KENANSVILLE, NC 28349
PHONE: [phone]
t
F
I
L~ GEND
~_.____~~ EXISTING WETLAND
NOTE:
LAYOUT SHOWN IS CONCEPTUAL ONLY
GRAPHIC SCALE
30 0 15 30 60
1 inch = 30 ft.
INSET 17
SCALE:
1" = 3°' LAI~TDTrI~~MPACT ANALYSIS
DATE: ,\~1 1% 11tL AND DETAIL
8-10-07 ONSLOW COUNiY, NORTH CAROLINA

45' R/W (PRIVATE EASEMENT)
PROPOSED
PROPOSED 1'SHELF 11' ~ 11' 1'SHE
GRADE
5'WALK
00 O O SANITARY O WATER O ELECTRIC
EXISTING WETLANDS SOFT SEWER LINE UTILITY
UTILITIES
CROSS SECTION A-A
NOT TO SCALE
PROPOSED ROAD
NOTES:
1. TEMPORARY EROSION CONTROL MEASURES
SHALL BE IMPLEMENTED DURING CONSTRUCTION
OF THE UTILITY CROSSINGS
2. WETLANDS SHALL BE RE-SEEDED WITH
WETLANDS SEED MIX UPON CONSTRUCTION
COMPLETION.
WETLAND NOTES:
WETLANDS FLAGGED BY:
LAND MANAGEMENT GROUP, INC.
3805 WRIGHTSVILLE AVE.-STE. 15
WILMINGTON, N. C. 28403
PHONE: [phone]
WETLAND FLAGS FIELD LOCATED BY:
JIM BLANCHARD ASSOCIATES
443 SARECTA ROAD
KENANSVILLE, NC 28349
PHONE: [phone]
NO WETLAND
IMPACT
PROFILE B-B
NOT TO SCALE
NO WETLAND
IMPACT
LEGEND
EXISTING WETLAND
NOTE:
LAYOUT SHOWN IS CONCEPTUAL ONLY
- EXISTING
GROUND
1
GRAPHIC SCALE
30 0 15 30 60
1 inch = 30 ft.
INSET 18
SCALE:
1"=30'
DATE:
8-10-07
WETLAND IMPACT ANALYSIS
DETAIL
ONSLOW COUNiY, NORTH CAROLIlVA

WETLAND NOTES:
WETLANDS FLAGGED BY:
LAND MANAGEMENT GROUP, INC.
3805 WRIGHTSVILLE AVE.-STE. 15
WILMINGTON, N.C. 28403
PHONE: [phone]
WETLAND FLAGS FIELD LOCATED BY:
JIM BLANCHARD ASSOCIATES
443 SARECTA ROAD
KENANSVILLE, NC 28349
PHONE: [phone]
~ Q~ :~jH
~~R`ZCUrT
LEGEND
~.;',{ EXISTING WETLAND
NOTE:
LAYOUT SHOWN IS CONCEPTUAL ONLY
~/

%j~%/
/~
/\
GRAPHIC SCALE
30 0 15 30 60
1 inch = 30 ft.
INSET 19
scntE:
1"=30'
DATE:
8-10-07
WETLAND IMPACT ANALYSIS
D DETAIL
ONSLOW COUNTY, NORTH CAROLINA

./

WETLAND NOTES:
WETLANDS FLAGGED BY:
LAND MANAGEMENT GROUP, INC.
3805 WRIGHTSVILLE AVE.-STE. 15
WILMINGTON, N.C. 28403
PHONE: [phone]
WETLAND FLAGS FIELD LOCATED BY:
JIM BLANCHARD ASSOCIATES
443 SARECTA ROAD
KENANSVILLE, NC 28349
PHONE: [phone]

LEGEND
~i
~'°~~'~~ EXISTING WETLAND
w.
NOTE:
LAYOUT SHOWN IS CONCEPTUAL ONLY
GRAPHIC SCALE
30 0 15 30 60
i inch = 30 ft.
INSET 20
scnce:
,~ _'°' I WETLAND IMPACT ANALYSIS

NN ~~ /
J ~
J~~
V
~ /
DATE: D~l ILL
8-10-07 ONSLOW COUNTY, NORT~i CAROLIIVA

WETLAND NOTES:
WETLANDS FLAGGED BY:
LAND MANAGEMENT GROUP, INC.
3805 WRIGHTSVILLE AVE.-STE. 15
WILMINGTON. N.C. 28403
PHONE: [phone]
WETLAND FLAGS FIELD LOCATED BY:
JIM BLANCHARD ASSOCIATES
443 SARECTA ROAD
KENANSVILLE, NC 28349
PHONE: [phone]
~~~GEND
~" ~~ EXISTING WETLAND
f ~~
r " -
NOTE:
LAYOUT SHOWN IS CONCEPTUAL ONLY
GRAPHIC SCALE
30 0 15 30 60
1 inch = 30 ft.
INSET 21
SCALE:
,° = 30" I WETLAND IMPACT ANALYSIS
DATE: WETLAND DETAIL
8-10-07 ONSLOW COUNTY, NORTH CAROLINA

WETLAND NOTES:
WETLANDS FLAGGED BY:
LAND MANAGEMENT GROUP, INC.
3805 WRIGHTSVILLE AVE.-STE. 15
WILMINGTON, N.C. 28403
PHONE: [phone]
WETLAND FLAGS FIELD LOCATED BY:
JIM BLANCHARD ASSOCIATES
443 SARECTA ROAD
KENANSVILLE, NC 28349
PHONE: [phone]
~~ (.,END
~- r
~`'~~'~~~~ EXISTING WETLAND
N 0 TE:
LAYOUT SHOWN IS CONCEPTUAL ONLY
GRAPHIC SCALE
30 0 15 30 60
1 inch = 30 ft.
INSET 22
SCALE:
," ° 30' I WE'T'LAND IMPACT ANALYSIS
DATE: ,~YD DET TL
8-10-07 ONSLOW COUN~i', NORTH CAROLINA

45' R/W (PRIVATE EASEMENT)
PROPOSED
1'SHELF ~ 1'SHELF
PROPOSED 11' 11'
GRADE
5'WALK 3 ,
1
L
00 O O SANITARY O WATER O ELECTRIC
SOFT SEWER LINE UTILITY
UTILITIES
CROSS SECTION A-A
NOT TO SCALE
PROPOSED ROAD
PROFILE B-B
NOT TO SCALE
NOTES:
1. TEMPORARY EROSION CONTROL MEASURES
SHALL BE IMPLEMENTED DURING CONSTRUCTION
OF THE UTILITY CROSSINGS
2. WETLANDS SHALL BE RE-SEEDED WITH NO WETLAND
WETLANDS SEED MIX UPON CONSTRUCTION IMPACT
COMPLETION.
~~
~/
/~'/
EXISTING
GROUND
~~
EXISTING WETLANDS
50'x35' BUILDING
(TYP)
WETLAND NOTES:
WETLANDS FLAGGED BY:
LAND MANAGEMENT GROUP, INC.
3805 WRIGHTSVILLE AVE.-STE. 15
WILMINGTON, N.C. 28403
PHONE: [phone]
WETLAND FLAGS FIELD LOCATED BY:
JIM BLANCHARD ASSOCIATES
443 SARECTA ROAD
KENANSVILLE, NC 28349
PHONE: [phone]
LEGEND
~ ';`~ Pa EXISTING WETLAND
NOTE:
LAYOUT SHOWN IS CONCEPTUAL ONLY

GRAPHIC SCALE
30 0 15 30 60
1 inch = 30 ft.
INSET 23
SCALE:
1" = 30' LAND IMPACT ANALYSIS
DATE: vy ~:/ 11JL ~1~1J D~l 11L
$-10-0~ oNSiow courr~cY, No~zrx c~or.»

45' R/W (PRIVATE EASEMENT)
PROPOSED 1'SHELF
GRADE ~ ~F
~i~
EXISTING WETLANDS
PROPOSED
11'
1'SHELF
O O O O SANITARY O WATER
SOFT SEWER LINE
UTILITIES
CROSS SECTION A-A
NOT TO SCALE
EXISTING
GROUND
I~
1
O ELECTRIC
UTILITY
PROPOSED ROAD
PROFILE B-B
NOT TO SCALE
NOTES:
1. TEMPORARY EROSION CONTROL MEASURES
SHALL BE IMPLEMENTED DURING CONSTRUCTION
OF THE UTILITY CROSSINGS
2. WETLANDS SHALL BE RE-SEEDED WITH
WETLANDS SEED MIX UPON CONSTRUCTION
COMPLETION.
NO WETLAND
IMPACT
d
l
0
WETLAND NOTES:
WETLANDS FLAGGED BY:
LAND MANAGEMENT GROUP, INC.
3805 WRIGHTSVILLE AVE.-STE. 15
WILMINGTON, N.C. 28403
PHONE: [phone]
WETLAND FLAGS FIELD LOCATED BY:
JIM BLANCHARD ASSOCIATES
443 SARECTA ROAD
KENANSVILLE, NC 28349
PHONE: [phone]
LEGEND
EXISTING WETLAND
NOTE:
LAYOUT SHOWN IS CONCEPTUAL ONLY
GRAPHIC SCALE
30 0 15 30 60
1 inch = 30 ft.
INSET 24
SCALE:
1"=30'
DATE:
8-10-07
~iTETLAND IMPACT ANALYSIS
VV.E;TLANfD DETAIL
ONSLOW COUNTY, NORTH CAROLINA
C
N