20060969 Ver 1_COMPLETE FILE_20060616

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
July 14, 2006
Sweetwater Investments, LLC
c/o Mr. Phil Norris
20 Thomasboro Road
Calabash, NC 28467
Subject Property: Sweetwater Investments, LLC
Venetian Bay Subdivision
Approval of 401 Water Quality Certification with Additional Conditions
Dear Mr. Norris:
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project # 060969
Brunswick County
You have our approval, in accordance with the attached conditions and those listed below, temporarily
impact 0.1429 acres for utility crossings and permanently impact 0.0591 acres of wetland impacts for
road crossings and a building foundation pad at the subject property, as described within your application
dated June 21, 2006 and received by the N.C. Division of Water Quality (DWQ) on June 22, 2006 and a
CAMA Express application received by DWQ on June 14, 2006. After reviewing your application, we
have decided that the impacts are covered by General Water Quality Certification Number 3402 (WQC
3402). The Certification allows you to use the CAMA Major Permit when issued by the Division of
Coastal Management. In addition, you should obtain or otherwise comply with any other required
federal, state or local permits before you go ahead with your project including (but not limited to) Erosion
and Sediment Control, Non-discharge, and stormwater regulations. Also, this approval to proceed with
your proposed impacts or to conduct impacts to waters as depicted in your application shall expire
upon expiration of the 404 or CAMA Permit.
This approval is for the purpose and design that you described in your application(s). If you change your
project, you must notify us and you may be required to send us a new application. If the property is sold,
the new owner must be given a copy of this Certification and approval letter and is thereby responsible for
complying with all conditions. If total fills for this project (now or in the future) exceed one acre of
wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A
NCAC 2H .0506 (h). This approval requires you to follow the conditions listed in the attached
certification and any additional conditions listed below. p
L5 L5 VV L5
The Additional Conditions of the Certification are: Q JUL 1 9 2006
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and gW1 A - WATER QUALITY
AND STORMMrATER BRANCH
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
Amount Approved (Units) Plan Location or Reference
Stream N/A feet
404 Wetlands 0.0591 acres permanent
0.1429 acres temporary Impacts 1-5
Temp impacts 1-3
Open Water N/A (square feet)
Buffers N/A (square feet
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Service 1-877-623-6748 One
Wilmington Regional Office Wilmington, NC 28405-3845 FAX [phone] Internet: www.ncwaterguality.org NOl'thCarOhna
An Equal Opportunity/Affirmative Action Employer- 50% Recycledl10% Post Consumer Paper amraq
Page Two
Sweetwater Investments, LLC
c/o Mr. Phil Norris
DWQ Project # 060969
July 14, 2006
2. Deed Notification
Deed notifications or similar mechanisms shall be placed on all retained jurisdictional wetlands,
waters and protective buffers in order to assure compliance for future wetland, water and buffer
impact. These mechanisms shall be put in place prior to impacting any wetlands, waters and/or
buffers approved for impact under this Certification Approval and Authorization Certificate. A
copy of the recorded deed notification must be sent to the Wilmington Regional Office.
3. Erosion & Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such Best
Management Practices in order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The devices
shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor-owned or leased borrow pits associated with the project.
c. For borrow pit sites, the erosion and sediment control measures must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Surface Mining Manual.
d. The reclamation measures and implementation must comply with the reclamation in
accordance with the requirements of the Sedimentation Pollution Control Act.
4. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond
the footprint of the impacts depicted in the Pre-Construction Notification. All construction
activities, including the design, installation, operation, and maintenance of sediment and erosion
control Best Management Practices, shall be performed so that no violations of state water quality
standards, statutes, or rules occur.
5. No Sediment & Erosion Control Measures w/n Wetlands or Waters
Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum
extent practicable. If placement of sediment and erosion control devices in wetlands and waters
is unavoidable, they shall be removed and the natural grade restored within six months of the date
that the Division of Land Resources has released the project.
certificate of completion to the 401/Wetlands Unit, North Carolina Division of Water Quality,
1650 Mail Service Center, Raleigh, NC, 27699-1650.

Page Three
Sweetwater Investments, LLC
c/o Mr. Phil Norris
DWQ Project # 060969
July 14, 2006
6. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer
Rules, and any subsequent modifications, the applicant is required to return the attached.
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application and as authorized by this Certification shall expire upon
expiration of the 404 or CAMA Permit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or
stream impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that
you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of
the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a
hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone Joanne Steenhuis in the DWQ Wilmington Regional
Office at 910-796-7215 or Cyndi Karoly in the Central Office in Raleigh at 919-733-9721.
Sinc Y,
Alan W. Klimek, P.E.
Enclosures: WQC 3402
Certificate of Completion
cc: Laura Stasavich - Land Management
Dave Timpy - USACE Wilmington Regulatory Field Office
Ian McMillan, DWQ 401 Oversight Unit, Raleigh
-FHIS B (04" T
Doug Huggett - DCM Morehead City Jason Dail - DCM Wilmington
Central Files A A
` Cm MA PERMfl=
WiRO
Sweetwater/ Venetian Bay SD
Subject: Sweetwater/ Venetian Bay SD
From: Joanne Steenhuis <[e-mail]>
Date: Mon, 17 Jul 2006 08:31:44 -0400
To: Jason Dail <[e-mail]>, Ian McMillan <[e-mail]>, "David L.
Timpy" <[e-mail]>, Doug Huggett <[e-mail]>
The following project has been issued:
Venetian Bay S/D (Sweetwater Investments, LLC) DWQ # 06-0969- the 401 was written
7/14/06
7/17/2006 8:35 AM

Express 401
That is
?P concurrent
with a LAMA
Express
DWQ 2006-
0969!
JUN 2 2 2006
Office Use Only:
Form Version March 05
USACE Action ID No. DWQ No 76
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
? Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit solated Wetland Permit from DWQ
E] 401 Water Quality Certification 02" Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: AIN 16 W d-P 291
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 Management Area of
Environmental Concern (see the top of page 2 for further details), check here: tCVi4,J
acppJicaa`iul? lives
agortss C WA
II. Applicant Information G(YIC,w?'Gr?f- wt ?lttl?,? f?Y???-
1. Owner/Applicant Information
Name: Sweetwater Investments LLC, c/o Mr. Phil Norris
Mailing Address: 20 Thomasboro Road
Calabash NC 28467
Telephone Number: 910-343-9653 Fax Number: 910-343-9604
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: Laura Stasavich
Company Affiliation: Land Management Group, Inc.
Mailing Address: P. O. Box 2522
Wilmington, NC 28402
Telephone Number: 910-452-0001 Fax Number: 910-452-0060
E-mail Address: lstasavichklmgroup.net
0?Updated 11/1/2005
Page 5 of 13
pENrt-?ti?t, t=. Y
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: Venetian Bay
i
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 232G0001
4. Location
County: Brunswick Nearest Town: Holden Beach
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers/names, landmarks, etc.):
Turn on Sunset Beach Rd SW (Hwy 130). Turn right at light to stay on Holden Beach
Rd SW. Turn right onto Kanoy Dr. Tract is at the end of road
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): 33.9228 °N 78.2742 °W
6. Property size (acres): 34.03-acres
7. Name of nearest receiving body of water: AIWW
River Basin: Lumber
(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:
Majority of the land is vacant with natural vegetation. One house exists at HWY 130
frontage. Adjacent use is residential.
Updated 11/1/2005
Page 6 of 13
i
10. Describe the overall project in detail, including the type of equipment to be used:
Project will construct multi-family residential' community with associated parking,
utilities and amenities. Construction of roads and wood plank bridges to provide access.
Standard and good construction practices to be used.
11. Explain the purpose of the proposed work:
Work requested in this application would create road access through the property.
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.
USACE Action Id: SAW-2006-32548-010 (JD)
DWQ Project Number SW8 060116 (High Density SW Management Plan)
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.
None anticipated.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be. listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
-- -- - -- L- Provide-a written description of the-proposed impacts.- - ----- ---
Updated 11/1/2005
Page 7of13
Three temporary impacts for utility installation are requested along the bridge
alignments. Utilities would be trenched, areas returned to natural grade, and allowed to re-
vegetate naturally.
Five permanent impacts are requested. Impacts 1-4 are road crossings to provide
access through the property. Impact 5 would be fill from side slopes of a building foundation.
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
(yes/no) Distance to
Nearest
Stream
(linear feet) Area of
Impact
(acres)
Temp 1 Temporary/utility Adj swale No 1,600 0.05
Temp 2 Temporary/utility Adj. swale Yes 500 0.0751
Temp 3 Temporary/utility Adj. swale ;Yes 600 0.0178
Impact 1 Road Crossing Adj. swale Yes 550 0.0199
Impact 2 Road Crossing Adj. Swale Yes 450 0.0090
Impact 3 Road Crossing Adj. swale Yes 400 .0175
Impact 4 Road Crossing Adj. swale Yes 250 .0113
Impact 5 Fill building foundation Adj. swale Yes 600 0.0014
Total Wetland Impact (acres)
Permanent: 0.0591 acres
Temporary: 0.1429 acres
3. List the total acreage (estimated) of all existing wetlands on the property. 7.67-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, multi 1 length X width, then divide by 43,560.
Stream Impact
Number
(indicate on ma)
Stream Name
Type of Impact
Perennial or
Intermittent? Average
Stream Width
Before Impact Impact
Length
(linear feet) Area of
Impact
(acres)
N/A N/A N/A N/A N/A N/A N/A

Total Stream Impact (by length and acreage)
Updated 11/1/2005
Page 8 of 13
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
Site Number
(indicate on ma) Name of Waterbody

(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc.) Area of
Impact
(acres)
N/A N/A N/A N/A N/A

Total Open Water Impact (acres)
6. List the cumulative impact to all Waters of the U.S. resulting from the vroiect:
Stream Impact (acres): 0
Wetland Impact (acres): 0.0591
acres
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0
Total Stream Impact (linear feet): 0
8.
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes To
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
N/A
Pond Creation 1 N/A
Current land use in the vicinity of the pond:
Size of watershed draining to pond:
If construction of a pond is proposed, associated wetland and
included above in the wetland and stream impact sections. Also,
be described here and illustrated on any maps included with this al
Pond to be created in (check all that apply): ? uplands
Describe the method of construction (e.g., dam/embankment,
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrig
local stormwater requirement, etc.):
Expected ponVurface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
aesthetic, trout pond,
im impacts should be
proposed pond should
stream ? wetlands
ccavation, installation of
Updated 11/1/2005
Page 9 of 13
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Impacts have been largely avoided through the use of wooden plank bridges. Over 7-acres
of wetland exist on this 34-acre property. Wetlands are situated so that they completely cross the
width of the property in four locations. Access to uplands areas on the tract would not be
possible without crossing these wetland areas. Impacts were avoided by crossing the three
largest wetland areas with bridges. The bridges will be engineered to c heavy vehicles and
represent significant cost increase to the applicant.
Impacts were minimized by requesting fill at the narrowest locations. Fill area has been
minimized to the amount needed to install the road, sidewalk and 3:1 side slopes. Where fill and
culverts extend beyond the road footprint, this represents area needed for side slopes. Widths for
the side slopes vary at each impact due to variations in the existing contours. Impact # 5 is
needed for side slope on an adjacent building foundation.
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
htt-p://h2o.enr.state.nc.us/ncwetlands/stringide.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
Updated 11/1/2005
Page 10 of 13
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Conservation of remaininia balance of wetlands to be placed in conservation through
restrictive covenant. See enclosed language.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written' approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.ne.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): N/A
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX.
X.
Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/sta /local) funds or the use of
No
public (federal/state) land? Yes El
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 lett er. Yes ? No ?
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.
Updated 11/1/2005
Page 11 of 13
i
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 BufferRequirements), or other (please
identify, )? Yes El No D/
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impact Multiplier Required
(square feet) Mitigation
1 N/A 3 (2 for Catawba) N/A
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what'type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260.
N/A
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.
Total site area is 34-acre. Total proposed impervious cover is 12.31-acres or 36.2%. A
stormwater collection and infiltration system has been designed and approved by NC DENR
SWB 060116 dated 02-01-06. See attached permit.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
owned and operated by Brunswick County. Waste treatment will be at the West Regional
WWTP which is a non-dischargesystem (spray).
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Updated 11/1/2005
Page 12 of 13
Yes ? No M/
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:
The proposed development leaves no area for future development. No additional
development is anticipated. All proposed development would adhere to State-approved
Stormwater Management and Sedimentation and Erosion Control Plans.
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).
Applicant/Agent's ignature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Updated 11/1/2005
Page 13 of 13
06/20/2006 TIE t5:45 FAX [phone] Norris, Kuske,
Tunstall f 003/004
i
State Stormwater Management smell
Permit No. SW$ 060i !a
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
I
HIGH DENSITY 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 IS HEREBY GRANTED TO
John Phillip Norris and Sweetwater Investments, LLC
Venetian Bay
Brunswick County
FOR THE
construction, operation and maintenance of an infiltration basin in compliance with the
provisions of 15A NCAC 2H..1000 (hereafter referred to as the °stonnivaterrules'l and
the approved stormwater management plans and specifications and other supporting
data as attached and on file with and approved by the Division of Water Quality and
considered a part of this permit.
This permit shall be effective from the date of issuance until February 1, 2016, and shall
be subject to the following specified conditions and limitations:
1. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.6 on page 3 of this permit. The stormwater
control has been designed to handle the runoff from 536,469 square feet of
impervious area. This basin must be operated with a 50' vegetated filter.
3. The tract will be limited to the amount of built-upon area indicated on page 3 of
this permit, and per approved plans. The built-upon area for the future
development is limited to 3,000 square feet.
4. All stormwater collection and. treatment systems must be located in either
dedicated common areas or recorded easements'. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
5. The runoff from all built-upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
Page 2 of 7
06/20/2006 TUE 15:45 FAX [phone] Norris, Kuske, Tunstall
w .' 6.
R004/004
State Stormwater Management Systems
j Permit No. SW8 060116
The following design criteria have been provided in the infiltration basin and must
be maintained at design condition:
a. Drainage Area, acres: 18.386
Onsite, ft2: 800,875
Offsite, ft2: None
b. Total Impervious Surfaces, ft2: 536,469
OS Buildings, ft2: 220,208
OS Streets, ft2: 273,323
OS Parking, ft2: 10,317
OS Sidewalks, ft2: 29,621
OS Future, ft2: 3,000
C. Design Storm, inches: 1.5
d. Basin Depth, feet: 3.5.
e. Bottom Elevation, FMSL: 14.5
f. Bottom Surface Area, ft2: 18,159
g. Bypass Invert Elevation, FMSL:
Pump Station #1 19.75
Pump Station #2 18.7
Pump Station #3 5.5
Pump Station #4 4.5
Pump Station 45 5.0
h. Permitted Storage Volume, fO: 73,843
i. Type of Soil: Sand
j. Expected Infiltration Rate, in/hr: 20.8
k. Seasonal High Water Table, FMSL: 12.5
1. Time to Draw Down, hours: 2.0
M. Receiving Stream/River Basin: UT ICWW ! Lumber
n. Stream Index Number: 15-25
o. Classification of Water Body: "SA; HQW"
II. SCHE=DULE OF COMPLIANCE
1. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built-upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency.: The approved Operation and Maintenance Plan must be followed in.
its entirety and maintenance must occur at the scheduled intervals including, but
not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of slopes and the vegetated filter,
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of bypass structure, infiltration media, flow
spreader, catch basins, piping and vegetated filter.
g. A clear access path to the bypass structure must be available at all ti mes.
Page 3 of 7
n A
Restrictive Covenant Paragraph:
In developing the subdivision, the I
Army, Corps of Engineers, to restri
activities in the Conservation Area:
which presently exist in the subdivi
on the subdivision plan (need to inc
in their natural state. No buildings
Conservation Areas; however, pier:
Prohibited activities shall include d
the existing grade of any Conserva7
Area, nor may any excavation be pi
intended to ensure continued comp
issued by the United States of Arne
District (Insert Action ID No.), and
America. This covenant is to run v
all parties claiming under it. Notes;
paragraph may not be amended, de:
United States Army, Corps of Engi
The permitter shall properly recorc
Engineer, with the Register of Dee
chain of title for the described prof
subdivision, and within 30 days of
the Corps of Engineers with a cop)
possible.
Declarant has agreed with the Department of the
:t and prohibit any future filling or other detrimental
Wetland Areas, Mitigation Areas (choose one),
>ion. All Conservation Areas shown and delineated
dude recorded book and plat description) shall be left
u site improvements shall be permitted within the
or pile supported walkways are permitted.
;nuding, clearing, cutting of trees, seeding, or altering
on Area. No till may be placed in any Conservation
rfomzed in any Conservation Area. This covenant is
lance with the mitigation condition of authorizations
ica, U.S. Army Corps of Engineers, Wilmington
therefore may be enforced by the United States of
ith the land, and shall be binding on the Owner, and
hstanding any other provisions contained herein, this
sted, revised without the written consent of -the
leers. Wilmington District.
Special Condition:
the restrictive covenants, acceptable to the District
s for New Hanover County, so that it appears in the
;rty, prior to the sale of any lots within the name of
he date of this authorization. Permittee shall provide
of the recorded restrictive covenants as soon as

JUN 2 2 2006
Office Use Only:
USACE Action ID No.
(If any particular item is not applicable to
1. Processing
_ DWQ No: act_U(`9 L-1) 7
project, please enter "Not Applicable" or "N/A".)
1. Check all of the approval(s) requested for this project:
? Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? solated Wetland Permit from DWQ
? 401 Water Quality Certification Ba" Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NW 1 a or 6 291
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 Management Area of
Environmental Concern (see the top of page 2 for further details), check here: [l?.
6vass CYWA a ppl t(AbA? r
II. ?. Applicant Information GMGvv?'-fi wluf "P??`ta?'?``'•
1. Owner/Applicant Information
Name: Sweetwater Investments LLC, 'c/o Mr. Phil Norris
Mailing Address: 20 Thomasboro Road
Calabash, NC 28467
Telephone Number: 910-343-9653 Fax Number: 910-343-9604
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: Laura Stasavich
Company Affiliation: Land Management Group, Inc.
Mailing Address: P. O. Box 2522
Wilmington, NC 28402
Telephone Number: 910-452-0001 Fax Number: 910-452-0060
E-mail Address: lstasavich(1lmgroup.net
Updated 11/1/2005
Form Version March 05
J<
Page 5of13 M ?on6
?,

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: Venetian Bay
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 232G0001
i
4. Location
County: Brunswick Nearest Town: Holden Beach
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers/names, landmarks, etc.):
Turn on Sunset Beach Rd SW (Hwy 130). Turn right at light to stay on Holden Beach
Rd SW. Turn right onto Kanoy Dr. Tract is at the end of road
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): 33.9228 °N 78.2742 °W
6. Property size (acres): 34.03-acres
7. Name of nearest receiving body of water: AIWW
8. River Basin: Lumber
(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:
Majority of the land is vacant with natural vegetation. One house exists at HWY 130
frontage. Adjacent use is residential.
Updated 11/1/2005
Page 6 of 13
10. Describe the overall project in detail, including the type of equipment to be used:
Project will construct multi-family residential' community with associated parking,
utilities and amenities. Construction of roads and wood plank bridges to provide access.
Standard and good construction practices to be used.
11. Explain the purpose of the proposed work:
Work requested in this application would create road access through the property.
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.
USACE Action Id: SAW-2006-32548-010 (JD)
DWO Proiect Number SW8 060116 (High Densitv SW Management Plan)
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.
None anticipated.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be. listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion: If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
-- --- -_-- - ----- Provide a written description of the-proposed impacts: - ------ -----
Updated 11/1/2005
Page 7 of 13
Three temporary impacts for utility installation are requested along the bridge
alignments. Utilities would be trenched, areas returned to natural grade, and allowed to re-
vegetate naturally.
Five permanent impacts are requested. Impacts 1-4 are road crossings to provide
access through the property. Impact 5 would be fill from side slopes of a building foundation.
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,
se arately list impacts due to both structure and flooding.
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
(yes/no) Distance to
Nearest
Stream
(linear feet) Area of
Impact
(acres)
Temp 1 Temporary/utility Adj swale No 1,600 0.05
Temp 2 Temporary/utility Adj. swale Yes 500 0.0751
Temp 3 Temporary/utility Adj. swale Yes 600 0.0178
Impact 1 Road Crossing Adj. swale Yes 550 0.0199
Impact 2 Road Crossing Adj. swale Yes 450 0.0090
Impact 3 Road Crossing Adj. swale Yes 400 .0175
Impact 4 Road Crossing Adj. Swale Yes 250 .0113
Impact 5 Fill building foundation Adj. swale Yes 600 0.0014
Total Wetland Impact (acres)
Permanent: 0.0591 acres ,6:?'
Temporary: 0.1429 acres
3. List the total acreage (estimated) of all existing wetlands on the property: 7.67-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

Number
(indicate on ma)

Stream Name

Type of Impact
Perennial or
Intermittent? Average

Stream Width
Before Impact Impact

Length
(linear feet) Area of

Impact
(acres)
N/A N/A N/A N/A N/A N/A N/A

Total Stream Impact (by length and acreage)
Updated 11/1/2005
Page 8 of 13
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
Site Number
(indicate on ma) Name of Waterbody
(if applicable)
Type of Impact I Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc.) Area of
Impact
(acres)
N/A N/A N/A N/A N/A

Total Open Water Impact (acres)
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0
Wetland Impact (acres): 0.0591
acres
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0
Total Stream Impact (linear feet): 0
8.
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes To
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
N/A
Current land use in the vicinity of the pond:
Size of watershed draining to pond:
Pond Creation N/A
If construction of a pond is proposed, associated wetland and tream 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 a lication.
Pond to be created in (check all that apply): ? uplands stream ? wetlands
Describe the method of construction (e.g., dam/embankmentI xcavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrig ion, aesthetic, trout pond,
local stormwater requirement, etc.):
Expected ponurface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
Updated 11/1/2005
Page 9 of 13
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Impacts have been largely avoided through the use of wooden plank bridges. Over 7-acres
of wetland exist on this 34-acre property. Wetlands are situated so that they completely cross the
width of the property in four locations. Access to uplands areas on the tract would not be
possible without crossing these wetland areas. Impacts were avoided by crossing the three
largest wetland areas with bridges. The bridges will be engineered to cqM heM vehicles and
represent significant cost increase to the applicant. i
Impacts were minimized by requesting fill at the narrowest locations. Fill area has been
minimized to the amount needed to install the road, sidewalk and 3:1 side slopes. Where fill and
culverts extend beyond the road footprint, this represents area needed for side slopes. Widths for
the side slopes vary at each impact due to variations in the existing contours. Impact # 5 is
needed for side slope on an adjacent building foundation.
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/iicwetlands/stnngide.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
Updated 11/1/2005
Page 10 of 13
description of the current site conditions and proposed' method of construction. Please attach
a separate sheet if more space is needed.
Conservation of remaining balance of wetlands to be placed in conservation through
restrictive covenant. See enclosed lanauage.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written', approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX.
X.
Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/sta /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 ?
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.
Updated 11/1/2005
Page 11 of 13
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 F-1 No ED
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. I
Impact Required
Zone* , ?-__ ,r _+N Multiplier A G+-+;-
1 N/A 3 (2 for Catawba) N/A
2 1.5
Total t \
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what' type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or.0244, or .0260.
N/A
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.
Total site area is 34-acre. Total proposed impervious cover is 12.31-acres or 36.2%. A
stormwater collection and infiltration system has been designed and approved by NC DENR
SWB 060116 dated 02-01-06. See attached permit.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Sewage generated by the moiect will be collected in a gravity collection system to be
owned and operated by Brunswick County. Waste treatment will be at the West Regional
WWTP which is a non-discharge system (spray).
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Updated 11/1/2005
Page 12 of 13
Yes ? No M/
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.ne.us/newetlands. If no, please provide a short narrative description:
The proposed development leaves no area for future development. No additional
development is anticipated. All proposed development would adhere to State-approved
Stormwater Management and Sedimentation and Erosion Control Plans.
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).
Applicant/Agents ignature U L/ Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Updated 11/1/2005
Page 13 of 13
06/20/2006 TUE 15:45 FAX [phone] Norris, Kuske,
Tunstall R003/004
State Stormwater Management Systmg?
Permit Na. SW8 06C)
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY 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 IS HEREBY GRANTED TO
John Phillip Norris and Sweetwater Investments, LLC
Venetian Bay
Brunswick County
FOR THE
construction, operation and maintenance of an infiltration basin in compliance with the
provisions of 16A NCAC 21-1,1000 (hereafter referred to as the "stormwaterrules'l and
the approved stormwater management plans and specifications and other supporting
data as attached and on file with and approved by the Division of Water Quality and
considered a part of this permit.
This permit shall be effective from the date of issuance until February 1, 2016, and shall
be subject to the following specified conditions and limitations:
1. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.6 on page 3 of this permit. The stormwater
control has been designed to handle the runoff from 536,469 square feet of
impervious area. This basin must be operated with a 50' vegetated filter.
3. The tract will be limited to the amount of built-upon area indicated on page 3 of
this permit, and per approved plans. The built-upon area for the future
development is limited to 3,000 square feet.
4. All stormwater collection and. treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
5. The runoff from all built-upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
Page 2 of 7
06/20/2006 TUE 15:45 FAX [phone] Norris, Kuske, Tunstall
R004/004
State Stormwater Management Systems
Permit No. SW8 050116
The following design criteria have been provided in the infiltration basin and must
be m aintained at design condition:
/ a. Drainage Area, acres: 18.386
Onsite, ftZ: 800,875
Offsite, W: None
b. Total Impervious Surfaces, ftZ: 536,469
OS Buildings, ft2: 220,208
OS Streets, ftZ: 273,323
OS Parking, ftZ: 10,$17
OS Sidewalks, ftZ: 29,621
OS Future, ftZ: 3,000
C. Design Storm, inches: 1.5
d. Basin Depth, feet: 35
e. Bottom Elevation, FMSL: 14.5
f. Bottom Surface Area, ft2: 18,159
g. Bypass Invert Elevation, FMSL:
Pump Station #1 19.75
Pump Station #2 18.7
Pump Station #3 5.5
Pump Station #4 4.5
Pump Station 45 5.0
h. Permitted Storage Volume, ft3: 73,843
i. Type of Soil: Sand
j. Expected Infiltration Rate, in/hr: 20.8
k. Seasonal High Water Table, FMSL; 12.5
1. Time to Draw Down, hours: 2.0
M. Receiving Stream/River Basin: UT ICWW / Lumber
n. Stream Index Number: 15-25
o. Classification of Water Body: "SA; HQW"
11. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built-upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency.7he approved Operation and Maintenance Plan must be followed in.
its entirety and maintenance must occur at the scheduled intervals including, but
not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of bypass structure, infiltration media, flow
spreader, catch basins, piping and vegetated filter.
g. A clear access path to the bypass structure must be available at all ti mes.
Page 3 of 7
Restrictive Covenant Paragraph:
In developing the subdivision, the
Army, Corps of Engineers, to restri
activities in the Conservation Areas
which presently exist in the subdivi
on the subdivision plan (need to in
in their natural state. No buildings
Conservation Areas; however, pier
Prohibited activities shall include d
the existing grade of any Conservat
Area, nor may any excavation be p
intended to ensure continued comp
issued by the United States of Ame
District (Insert Action ID No.), and
America. This covenant is to run
all parties claiming under it. Notw
paragraph may not be amended, de
United States Army, Corps of Engi
The permittec shall properly retort
Engineer, with the Register of Dee
chain of title for the described prol
subdivision, and within 30 days of
the Corps of Engineers with a cop)
possible.
ieclarant has agreed with the Department of the
,t and prohibit any future filling or other detrimental
, Wetland Areas, Mitigation Areas (choose one),
pion. All Conservation Areas shown and delineated
We recorded book and plat description) shall be left
)r site improvements shall be permitted within the
or pile supported walkways are permitted.
,nuding, clearing, cutting of trees, seeding, or altering
on Area. No till may be placed in any Conservation
rfomled in any Conservation Area. This covenant is
lance with the mitigation condition of authorizations
ica, U.S. Army Corps of Engineers, Wilmington
therefore may be enforced by the United States of
ith the land, and shall be binding on the Owner, and
thstanding any other provisions contained herein, this
eted, revised without the written consent of the
leers. Wilmington District.
Special Condition:
the restrictive covenants, acceptable to the District
Is for New Hanover County, so that it appears in the
erty, prior to the sale of any lots within the name of
the date of this authorization. Permittee shall provide
of the recorded restrictive covenants as soon as
C_ ID Le ot to
AT RA.
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, Director William G. Ross Jr., Secretary
EXPRESS PERMIT
June 14, 2006
a
MEMORANDUM: JUN 1 S 2006
?_. DE?i? 4'VA1 ?E? ?juALIIY
TO: Cyndi Karoly, Supervisor
??t;? rti1?CTER eR4NC({
401 Oversight and Express Permits Unit
Division of Water Quality-Surface Water Protection
FROM: Jason Dail
Express Permits Coordinator
SUBJECT: CAMA Permit Application Review
Applicant: Sweetwater Investments, LLC C/o Phil Norris (Venetian Bay)
Project Location: located off NC Hwy 130, adjacent to the Atlantic Intracoastal Waterway, in
Holden Beach
Proposed Project: The applicant proposes to construct ten buildings (providing fifty-two (52)
townhome units), Nine buildings (providing three hundred seventy-two (372)
condominium units), roads, parking areas, utilities, amenities and
stormwater collection system
Please indicate below your agency's position or viewpoint on the proposed project and return
this form by July 6, 2006. If you have any questions regarding the proposed project, please
contact Jason Dail at [phone], when appropriate, in-depth comments with supporting
data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
SIGNED DATE
ar ina rive Extension, i ming on, orth Carolina 2840b-3845
Phone: [phone]\Fax: [phone] \ Internet: http://dcm2.enr.state. nc. us
An Equal Opportunity \ Affirmative Action Employer - 50% Recycled \10% Post Consumer Paper
0-
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Sweetwater Investments, LLC C/o Phil Norris
2. LOCATION OF PROJECT SITE: Project site is located off of N.C. Highway 130, adjacent to the Atlantic
Intracoastal Waterway, in Holden Beach, Brunswick County
Photo Index - 2000: 4-40, H-P, 15-18 1995: 4-39, I-P, 10-13 1989: Not available
State Plane Coordinates - X: 2220080 Y: 63054 Rover File: V-060609A
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 6/06/06
Was Applicant Present - Yes
5. PROCESSING PROCEDURE: Application Received -completed 6/12/06
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Town of Holden Beach
Land Classification From LUP -Transitional
(B) AEC(s) Involved: ES
(C) Water Dependent: No
(D) Intended Use: Residential Subdivision
(E) Wastewater Treatment: Existing - Municipal
Planned - Sewer Extension
(F) Type of Structures: Existing - None
Planned - Fifty-two (52) townhome units, three hundred seventy-two (372)
condominium units, roads, parking areas, utilities, amenities and stormwater
collection system.
(G) Estimated Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
DRF.DGFD FILLED OTHER
Fill 2,575sq. ft. for Excavate 2,516 sq.
(A) Vegetated Wetlands driveway ft. for culvert
Section "404 type" construction installation
(B) Non-Vegetated Wetlands
(C) Other - High ground Disturbed 21.0 acres
(914,760 sq. ft.)
(D) Total Area Disturbed: 917,335 sq. ft. (21.06 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SA Open: Yes
8. PROJECT SUMMARY: The applicant proposes to construct Ten Buildings (providing fifty-two (52) townhome
units), Nine Buildings (providing three hundred seventy-two (372) condominium units), roads, parking areas, utilities,
amenities and stormwater collection system.
Sweetwater Investments, LLC
Page Two
9. PROJECT DESCRIPTION
The applicant has requested that the attached application be processed under the Express Permit Review Program.
The applicant's project is located along N.C. Highway 130, adjacent to the Atlantic Intracoastal Waterway (AIWW)and an
unnamed tidal creek, in Holden Beach, Brunswick County. To find the property, take Highway 17 south from Wilmington. Turn
left onto N.C. Highway 130 and travel approximately 5.5 miles. Turn right offofN.C. Highway 130 onto Kanoy Street, just
before the Holden Beach high-rise bridge. The property will be located at the end of Kanoy Street. The subject property is
bordered to the east by residential properties, and an unnamed creek to the west. The AIWW borders the site to the south.
The subject property is approximately 34 acres with roughly 3,000 linear feet of shoreline along the AIWW and unnamed tidal
creek. The site is currently undeveloped and high ground vegetation consists primarily of Long Leaf Pine, Live Oak, Sweet
Gum, Cedar, Cottonwood and Red Maple. Elevations at the site range from P to 35' above Mean High Water (MHW). Most of
the under story vegetation has been cleared, however there is a small stand of vegetation along the eastern property line edge
that consists of Wax Myrtle, Yaupon, and Red Bay. Transitional species, including: Sea Oxeye (Borrichia frutescensCommon
Reed (Fragmites australis) and Grounsel-bush (Baccharus halimifolia) are located along the upper edge of the coastal wetlands.
High coastal marsh vegetation, including, Black Needle Rush (Juncus roemarianus), Spike Grass (Distichlis spicata), and Salt
Meadow Grass (Spartina patens) complete the transition to the waters edge where Smooth Cordgrass Marsh (Spartina
alterniflora) is the predominant species. The marsh area adjacent to the site ranges in width from approximately 75 to 500 feet.
The waters of the AIW W, adjacent to the project site, are classified as SA by the North Carolina Division of Water Quality. The
area is NOT designated as a Primary Nursery Area (PNA) by the N.C. Division of Marine Fisheries. According to the Division
of Environmental Health, Shellfish Sanitation Section, the waters in this area of the AIWW are OPEN to the harvesting of
shellfish.
PROPOSED PROJECT
The applicant proposes to construct Ten Buildings (providing fifty-two (52) townhome units), Nine Buildings (providing three
hundred seventy-two (372) condominium units), roads, parking areas, utilities, amenities and stormwater collection system.
Starting from the intersection of N.C. Highway 130 and Venetian Bay Drive, and working south towards the AIWW, the
applicant proposes to construct an entrance/exit drive (Venetian Bay Drive). This main thoroughfare would run the entire length
of the property along the eastern property line. Several other drives wouldlprovide access to the interior portion of the
subdivision from this main drive (please refer to the attached workplan drawings for a detailed description of the road
infrastructure). The proposed asphalt roads would be located within a 30-foot right-of-way and would consist of 27-foot wide
paved asphalt travel lanes with 2-foot borders on each side of the road. The applicant is also proposing to grade several areas
within the property boundaries to create five swales, with sediment traps and check dams, for the collection and diversion of
stormwater run-off. The associated grading and construction of the swales and check dams adjacent to Buildings "5" and "6", as
well as the construction of Buildings "5" and "6" (including the associated parking areas) are located within the 75 foot Area of
Environmental Concern (AEC). Because these structures are located within the 75' AEC, in additional to the requirements for
obtaining State Stormwater and Sedimentation and Erosion Control approval, the project is being reviewed under the CAMA
Major development process. Outside of the proposed swales, temporary sediment traps and check-dams, construction of
Buildings "5" and "6" (and associated parking areas) no other structures would be located within the 75 foot AEC. According to
the application, no structures are proposed within the 30' coastal shoreline buffer.
To gain access to the property, the applicant is proposing to install three (3) bridges and four (4) reinforced concrete culverts on
the property. The bridges would be constructed over Section "404 type" wetlands and each culvert (12 inches in diameter)
would be located in Section "404 type" wetlands. Bridge # 1 (27' x 110') would be constructed on the northern portion of the
property between the two town home phases. Bridge #2 (27' x 140') would be constructed just south of San Marco Drive and
bridge #3 (27' s 70') would be constructed south of Building "7". Each bridge (all located along Venetian Bay Drive) would be
constructed of wood (see Sheet W2 for details) and elevated a minimum' of 3' above the wetlands grade. Guardrails
(approximately 3' in height) would be installed on each side of the bridge for safe passage.
Sweetwater Investments, LLC
Page Three
As previously mentioned, four culverts would be installed as part of the development process. Culvert #I (12" x 70') would be
installed at the intersection of Venetian Bay Drive and Murano Street in a Section "404 type" wetland finger (labeled as
"Wetland Impact #1" on Sheet WI). The culvert would be utilized for the purpose of road construction. Culvert #2 (12" x 46'
and labeled as "Wetland Impact #2" on Sheet WI) and Culvert #3 (12" x 68' and labeled as "Wetland Impact #3" on Sheet WI)
would be installed within the same wetland finger, adjacent to Murano Street. Culvert #4 (12" x 90' and labeled as "Wettands
Impact #4 on Sheet WI) would be installed beneath the access drive to the parking area, between Building "5" and Building
"6". According to the application, each of the culverts would be installed 20% (or 3") below grade. A limited amount of
excavation would be required in the vicinity of each of the proposed culverts for proper installation.
The applicant has proposed to fill an additional area of Section "404 type" wetlands for condominium construction. This area
(referred to as "Wetlands Impact #5" on Sheet W1) would be approximately 59 square feet and would be located along the
western most boundary of Building "9". As previously indicated, each of the proposed wetland fill areas are located outside of
the 75 feet Estuarine Shoreline AEC.
The proposed town homes, condominiums and parking areas vary in size, orientation and layout configuration. Please refer to
Sheet C for a detailed description of the Building, parking and driveway layout.
Lastly the applicant proposes to install a swimming pool and pool house along the southern portion of the property, at the end of
Venetian Bay Drive. The exterior dimensions of the pool house and mechanical room, including decking, would measure
approximately 85' x 100'.
The applicant has indicated that water and sewer would be provided by the local municipality. The applicant has received
approval for the construction of a High-Density Stormwater system under Permit #SW8060116, issued by North Carolina
Division of Water Quality on 2/01/06. The applicant has also submitted, and obtained approval of a Sedimentation and Erosion
Control Plan (SECP) from the Division of Land Quality. The plan was approved on 1/17/06, and was issued under Bruns-2006-
215. The State Sewer Permit was also approved on 12/09/06, under Permit #WQ0029514.
10. ANTICIPATED IMPACTS:
The initial grading of the property would result in the disturbance of approximately 914,760 sq. ft. (21.0 acres) of high ground.
The proposed culvert and driveway construction would result in the filling of approximately 2,575sq. ft. of Section "404 type"
wetlands. The construction of the buildings, parking areas, driveways and swimming pool would result in the creation of
approximately 536,469 sq. ft. of impervious coverage. No impacts are proposed within the 30' coastal shoreline buffer, coastal
wetlands or surface waters.
Submitted by: Jason Dail Date: June 14, 2006 Office: Wilmington
NKT #05121
Form DCM-MP-1 ?
APPLICATI JUN 12 vV o
PJ111
(To be completed by all applicants) D I V I S I
b. Hite dtow e(c munity or landmark
1. APPLICANT
a. Landowner: C/G Phd A4,rrys
Name Sweetwater Investments, LLC
Address 1424 Ash-Little River Road
City Ash State NC
Zip 28420 Day Phone [phone]
Fax [phone]
b. Authorized Agent:
Name John Phillip Norris
Address 1424 Ash-Little River Road
City Ash
State NC
Zip 28420 Day Phone [phone]
Fax [phone]
c. Project name (if any) Veneti a_n Bay
!VOTE: Permit wilt be issued in manse of la dloweer(s), and/or
project name.
2. LOCATION OF PROPOSED
PROJECT
c. Street address or secondary road number
Holden Beach Rd.. NC 130
d. Is proposed work within city limits or planning
jurisdiction? X Yes No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) Atlantic Intracoastal
Waterway
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
tirn of rte, utilities & drair> tae for
ca-eb & t x3e project. A;prcx. 0.06 acres
of yztlacxis will be filled.
b. Is the proposed activity maintenance of an existing
project, new work, or both? ' 11?1 WOk-
c. Will the project be for public, private or commercial
use? Private
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. If more space is needed, please attach
additional pages. Project area will be cleared
& gr?d per the erusicn ar1t>=o1 plus
use 51 tw=zers and . Utilities
w;11 1,P i stn 11 PA arr3 n--a-l-, r.-n n =b@d fi rch
111i Mi= T H 11 fnl 1QJ_
a. County Brunswick p
L9 U V L-51
UN 1 ? 2A96
Revised 03/95
'VVAf Fi QQAQTY
WE1 uvZO- k4tl v66 "AMEit ORMCH
L----- "I
Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 34 cps
b. Size of individual lot(s) N/A
c. Approximate elevation of tract above MHW or
NWL Varies fmn 0 to 35 feet abate mm.
d. oil s and tees) oCartf tract
,mi ere-t
e. Vegetation on tract s at-i m rT,r--, fr-m r-T-nc+-a i
yztla'1d dies to tyland -i Pg r " Tr= +-r)
this area.
f. Man-made features now on tract , 2 Single faraly
hires to be nmucd.
g. What is the CAMA Land Use Plan land
classification of the site? (Caualt the local land use plan.)
Conservation
Developed
Rural
X Transitional
Community
Other
h. How is the tract zoned by local government?
MR-3200
i. Is the proposed project consistent with the applicable
zoning? X Yes No
(Attach zoning compliance cntifcate, if applicable)
j. Has a professional archaeological assessment been
done for the tract? Yes X No
If yes, by whom?
in. Describe existing wastewater treatment facilities.
prnart will connect to
F3rnngwJ r-k rniiini- sQ;4er-
Sy-f Pm _ --
n., Describe location and type of discharges to waters
of the'state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down" and residential discharges.)
surface runoff through vegetated
swales.
o. Describe existin drinking water supply source.
Pro3ect wil?connect to Brunswick
County wat-Pr sysf-Pm _
S. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
• A copy of the deed (with state application only) or
other instrument under which the applicant claims title
to the 'affected properties. If the applicant is not
claiming to be the owner of said property, then
forward a copy of the deed or other instrument under
which the owner claims title, plus written permission
from the owner to carry out the project.
• An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 1R" by I1" white paper. (Refer to
Coastal Resources Commission Rule 7J.0203 for a
detailed description.)
k. Is the project located in a National Registered Please `note that original drawings are preferred and
Historic District or does it involve a National only high quality copies will be accepted. Blue-line
Register listed or eligible property? prints or other larger plats are acceptable only if an
Yes X No adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
1. Are there wetlands on the site? X Yes No Engineers regarding that agency's use of larger
Coastal (marsh) X Other X drawings.) A site or location map is a part of plat
ements and it must be sufficiently detailed to
If yes, has a delineation been co u e -Vs 11
(Aaach docunwntadon, if available) ' agency personnel unfamiliar with the area to the
JUN 1 2 2006
DIVISION OF
Revised 03/95 COASTAL MANAGEMENT
Form DCM-MP-1
site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
• A Stormwater Certification, if one is necessary.
• A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return receipts as proof that such owners
have received a copy of the application and plats
by certified mail. Such landowners must be advised
that they have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management. Upon signing this form, the applicant
further certifies that such notice has been provided.
Name See Attached List
Address
Phone
Name
Address
Phone
Name
Address
Phone
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
See Attached List
• A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
• A signed AEC hazard notice for projects in
oceanfront and inlet areas.
• A statement of compliance with the N.C.
Environmental Policy Ad (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public land's, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
Revised 03/95
6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND
I understand that any permit issued in response to this
application will allow only the development described in
the application. The project will be subject to conditions
and restrictions contained to the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
I certify that I am authorized to grant, and do in fact,
grant permission to representatives of state and federal
review agencies to enter on the aforementioned lands in
connection with evaluating information related to this
permit application and follow-up monitoring of the
project.
I further certify that the information provided in this
application is truthful to the best of my knowledge.
This is the'25th day of May ,-19- 2006
Print Name John Phillip Norris
Signature
ct or Authorized Ag
Please indicate attachments pertaining to your proposed
project.
X DCM MP-2 Excavation and FBI Information
7- DCM MP-3 Upland Development
DCM MP-4 Structures Information
xDCM MP-5 Bridges and Culverts
DCM MP-6 Marina Development
NOTP~ Please sign and date each attachment in the
space provided at the bottom of each form.
EGEHVE
J U N 12 2006
DIVISION OF
COASTAL MANAGEMENT
Form DCM-MP-2
EXCAVATION
AND FILL
(Except bridges and culverts)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
Describe below the purpose of proposed excavation or
fill activities. All values to be given in feet.
Maw Float
Et %ft Pr%4d
Width Depth
Access
channel
(MLW) or (NWL)
Canal
Boat
basin
Boat
ramp
Rock
groin
Rock
breakwater
Other
(Excluding
shoreline
stabilization)
Revised 03/95
C
JUN 1 ? 200-6
JL
DIVISION
C}ASTAL MANAGEMENT
1. EXCAVATION N/A
a. Amount of material to be excavated from below
MHW or NWL in cubic yards
b. Type of material to be excavated
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? Yes No
d. Highground excavation in cubic yards
2. DISPOSAL OF EXCAVATED
MATERIAL N/A
a. Location of disposal area
b. Dimensions of disposal area
c. Do you claim title to disposal area?
Yes No
If no, attach a letter granting permission from the
owner. i
d
Will a' disposal
maintenance?
If yes, where? _
I
11
L7 (9?
UN 1 6 ,,, ?y. 111 r?Jl
it1ut Kjt ,Q4
area be available for future
Yes No
Form DCM-MR2
e. Does the disposal area include any coastal wetlands
(marsh), SAVs or other wetlands?
Yes No
f. Does the disposal include any area in the water?
Yes No
3. SHORELINE STABILIZATION N/A
a. Type of shoreline stabilization
Bulkhead Riprap
b. Length
if yes,
(1) Amount of material to be placed in the
water
(2) Dimensions of fill area
(3) Purpose of fill
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
X Yes No
If yes, 404 only
(l) Dimensions of fill area Area is
= 59 SF
(2) Purpose of fill Building Foundati on
c. Average distance waterward of MHW or NWL
d. Maximum distance waterward of MHW or NWL
e. Shoreline erosion during preceding 12 months
(Source of informadon)
f. Type of bulkhead or rprap material
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap
(2) Bulkhead backfill
5. GENERAL
a. How will excavated or fill material be kept on site
and erosion controlled? Per approved
erosion control plan,
b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)?;
Backhoe
c. Will wetlands be cr5ssed in transporting equipment
h. Type of fill material tQ_ roject site: Yes X No
steps that will be taken to lessen
J I {? ?,?r explain
v onmental impacts.
i. Source of fill material 200
DIVISION O
COASTAL MANAcGEME[9; eetwater
4. OTHER FILL ACTIVITIES /.11L-.0 ?Jo--. Phili
fil nr_PrfiT@_rt
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
Yes x_ No
Onsite material will be used.
Date
Investments,LLC
7 -'Zj-
Reraed 03/95
Form DCM-MP-3
UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
a. Type and number of buildings, facilities, units or
structures proposed 52 townhouse units &
372 condo units.
c?' vi.r, ? ..
JUN 1 2 2006
DIVISION OF
:V
COASTAL MANAGEMENT
h. Projects that require a CAMA Major Development
Permit may also require a Stormwater Certification.
Has a site development plan been submitted to the
Division of Environmental Management for review?
X `' Yes No
If yes, date submitted Approved 02-01-06
i. Describe proposed method of sewage disposal.
Public sewer - Brunswick County
b. Number of lots or parcels
c. Density (give thi mberr of essiden?i'l4units and the al = units per acre)
Units per acre = 12.85
j. Have the facilities described in Item i. above
received state or local approval? Yes
(Avach appropriate documentation) Approve 12-07-05,
WQ0029514
k. Describe location and type of proposed discharges to
d. Size of area to be graded, filled or disturbed waters of the state (for example, surface runoff,
including roads, ditches, etc. 21 Acres sanitary' wastewater, industrial/commercial effluent,
"wash down" and residential discharges).
ff th
h
t
S
f
t
l
e. If the proposed project will disturb more than one arP runo
rnng
vPgP
ur
a
Pr
swages,
acre of land, the Division of Land Resources must
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins. 1. Describe proposed drinking water supply source
If applicable, has a sedimentation and erosion (e.g. well, community, public system, etc.)
control plan been submitted to the Division of Land Public water - Brunswick County
Resources? X Yes No prove _ _
If yes, date submitted Approx. 01-17-06 m. Will water be impounded? Yes X No
If yes, how many acres? n
f. List the materials (such as marl, paver stone,
r
concrete) to be used for paved surfaces.
asphalt o
development, when
oceanfront
n'
?
f
?
p N/A
the'1ot( platted and
W
Sweetwater Investments, LLC
John;Phillip Norris
g. Give the percentage of the tract within 75 feet of ?"mt PMJ
MHW or NWL, or within 575 feet in the case of an
Outstanding Resource Water, to be covered by ure
impervious and/or built-upon surfaces, such as
pavement, buildings, rooftops, or to be used for Date
vehicular driveways or parking. 2,789-6 SF
or 1.77%
Revised 03/95
Form DCM-MP-S
BRIDGES AND
CULVERTS
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
1. BRIDGES
a. Public Private x
b. Type of bridge (construction material)
Wood
c. Water body to be crossed by bridge
No water body, wetlands only
d. Water depth at the proposed crossing at MLW or
NWL N/A
e. Will proposed bridge replace an existing bridge?
Yes X No
If yes,
(1) Length of existing bridge
(2) Width of existing bridge
(3) Navigation clearance underneath existing
bridge
(4) Will all, or a part of, the existing bridge be
removed? (Explain)
f. Will proposed bridge replace an existing culvert(s)?
Yes X No
If yes,
(1) Length of existing culvert
(2) Width of existing culvert
(3) Height of the top of the existing culvert above
the MHW or NWL
i
c •
Tin-)
I , .1UN 1 2Q06 li
1 DIVISION OF
COASTAL MANAGEMENT
(4) Will all, or a part of, the existing culvert be
removed? (Explain)
#1 - 110 FT.
g. Length of proposed bridge #2 - 140 FT.
#3 - 70 FT.
h. Width of proposed bridges 30 FT.
i. Height of proposed bridge above wetlands
3.0FT. Min.
j. Will the proposed bridge affect existing water flow?
Yes y_ No
If yes,'explain
k. Navigation clearance underneath proposed bridge
N/A
1. Will the proposed bridge affect navigation by
reducing or increasing the existing navigable
opening? Yes No
If yes, explain
m. Will the proposed bridge cross wetlands containing
no navigable waters? X Yes No
If a x lain Bridges are to cross
existing wetlands to prevent
tx?rmanani- i m!-iar-i-c _
n. Have you contacted the U.S. Coast Guard
concerning their approval?
Yes X No
If yes, please provide record of their action.
Revised 03195
Form DCM-MP-5
2. CULVERTS
a. Water body in which culvert is to be placed
Unnamed Ditch
b. Number of culverts proposed 4
c. Type of culvert ((construction material, style)
Rein orce concrete
d. Will proposed culvert replace_ an existing bridge?
Yes x No
If Yes,
(1) Length of existing bridge
(2) Width of existing bridge
(3) Navigation clearance underneath existing
bridge
(4) Will all, or a part of, the existing bridge be
removed? (Explain)
e. Will proposed culvert replace an existing culvert?
yes x No
If yes,
(1) Length of existing culvert --
(2) Width of existing culvert
(3) Height of the top of the existing culvert above
the MHW or NWL
(4) Will all, or a part of, the existing culvert be
removed? (Explain)
1. 70 FT. 2. 46 FT.
f. Length of proposed culvert 3. 68 .
4. 90 FT.
g. Width of proposed culvert 12" Diameter
h.' Height of the top of the proposed culvert above the
MHW or NWL
r
j. Will the proposed culvert affect existing navigation
potential? Yes x _ No
If yes, explain
3. EXCAVATION AND FII.L
a. Will the placement of the proposed bridge or culvert
require any excavation below the MHW or NWL?
Yes X No
if yes,
(1) Length of area to be excavated
(2)' Width of area to be excavated -
(3) Depth of area to be excavated
(4)' Amount of material to be excavated in cubic
yards
b. Will the placement of the proposed bridge or culvert
require any excavation within:
_ Coastal Wetlands _ SAVs _ Other Wetlands
if yes, . No
(1) Length of area to be excavated
(2) Width of area to be excavated
(3) Amount of material to be excavated in cubic
yards
c. Will the placement of the proposed bridge or culvert
require any highground excavation?
Yes X No
If yes,
(1) Length of area to be excavated
(2) Width of area to be excavated
(3} Amount of material to be excavated in cubic
yards
d. If the placement of the bridge or culvert involves
any; excavation, please complete the following:
(1) Location of the spoil disposal area N/A
(2) Dimensions of spoil disposal area
L Will the proposed culvert affect existing water flow?
(3) Do you claim title to the disposal area.
Yes x No
I « - Yes No
if yes, explain a letter granting permission from
?., ?, I attach
e er. .
JUN 12
2C?a?
DIVISION OF
COASTAL MANAGEMENT
Revised 03/95
Form DCM-MP-S
(4) Will the disposal area be available for future
maintenance? Yes No
(S) Does the disposal area include any coastal
wetlands (marsh), SAVs, or other wetlands?
Yes No
if yes, give dimensions if different from (2)
above.
(6) Does the disposal area include any area below
the MHW or NWL? Yes No
If yes, give dimension if different from No. 2
above.
e. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material d.
described in Item d. above) to be placed below
MHW or NWL? Yes X No
If yes,
(1) Length of area to be filled e.
(2) Width of area to be filled
(3) Purpose of fill
b. Will the proposed project require the relocation of
any existing utility lines? Yes No
If yes, explain in detail
c. Will the proposed project require the construction of
any temporary detour structures?
Yes X No
If yes,' explain in detail
Will the proposed project require any work
channels? Yes x No
If yes, complete Form DCM-MP-2
How will excavated or fill material be kept on site
and erosion controlled? sediment
movement will be controlled
based on the approved plan.
f. Will the placement of the proposed bridge or culvert f.
result in any fill (other than excavated material
described in Item d. above) to be placed within:
_ Coastal Wetlands _,_, SAVs _2L Other Wetlands
If yes, Area #1 - 864.7 SE
(1) Length of area to be filledArea #2 - 391.6 SF
(2) Width of area to be filled Area #3 - 764.0 SF 9-
(3) Purpose of fill Aran #4 - 494.5 SF
RDBd Crossing.
g. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) to be placed on
highground7 Yes x_ No h.
If yes, 404 Only.
(1) Length of area to be filled
(2) Width of area to be filled
(3) Purpose of fill 717 ? N, 'ice y ,,?y F? 4
?i
JUN 12 2006
4. GENERAL DIVISION OF
a. Will the proposed project involve any mitigation?
Yes X No
If yes, explain in detail
What type of construction equipment will be used
(for example dragline, backhoe or -hydraulic
dredge)? Sacknoe
Will wetlands be crossed in transporting equipment
to project site? Yes X No
If yes, explain steps that will be taken to lessen
environmental impacts.
Will the placement of the proposed bridge or culvert
require any shoreline stabilization?
Yes X No
If yes, explain in detail
Sweetwater Investments,
John Phillip Norris
Wk" or N-aw
i 76-r
Revised 03/95
-I ,
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JUN 12 2006
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DIVISION OF
COASTAL MANAGEMENT
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DIVISIOfv OF
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\ ~ Fj D ~ ~ A y CURB INLET 3 29.45 26.45 ~ < ~ ~ ~ ~ J ; ~ ~ C ~ ~ • ~ U "k.. C
0 U CURB INLET 4 29.45 26.55 ~ \ ~ / ~ ( T N c • ~ ~ ~ ~ D ~ 2 D ~ ~ ~
6 E R I ~ ~ \ CU B NLET 5 22.75 19.85 ~ ~ lF ~ ~ ~ ~ 6, 1' v~ . ~ \ E 1/ {,r, 4 b G l I (~l ~ / , 5 J ~~8 (/6! ~ ~ ~r. ~ r' P ~ f ,
CURB INLET 6 22.75 19.75 ~ a ~ ~ I ~ 0 st ~ A. .I. 6 0 / LEGEND CURB INLET 7 22.75 19.85 ~ R ~ . ~ !ti i ~
P M r U W a d ~ CURB INLET 8 22.75 19.75 ~ MA gtER A 9 ~ ` ' ~ ~ _ p(I q ~ / u ~ - 1 . Mp tfi _~l .c ti .
- - - ~ - - - PROPERTY LINE Stgt c , CURB INLET 9 21.40 8 I 1 .90 ~ 0 ~ N , \ \ ~ 1` . ~ ~ ~ F ~ q~ ~
CURB INLET 10 21.40 18.80 - - - - RIGHT OF WAY ~ #4 ~ ~ ~ .
CURB INLET 11 22.00 1 .10 " • ~ d ~ ' ~ 9 ----45--- 9 CURB INLET 12 22.00 18.70 EXISTING CONTOUR ~ ~ a, A ~ ~ ~ . ,
< a°' CURB INLET 13 21.00 18.50 PROPOSED CONTOUR ~ ' ; , \ ~ Dn R ~ ' Cti ~ ~ ~ q - ,
\ CURB INLET 14 19.95 17.45 - , ~ her I ,xM,, p a ~ /
45 PROPOSED SPOT ELEVATION 0 GRADE / ~ CURB INLET 15 19.95 17.40 SO ~ r~ ~ ~ i ~,C~. ~ ~ ~ V ~ . . ~ ~ }
CURB INLET 16 16.00 13.50 46.0 PROPOSED SPOT ELEVATION 0 TOP OF CURB ALK SK'q FGE? f• c~ , ~ ( - ~ ~ l ~ , ~ 4
CURB INLET 17 17.8 F qnV ` i 0 15.30 8y, F ~ C, CURB INLET 18 17.50 13.30 ~ ~ ~ SS , ~ , , : f OR EXISTING STORM GRAIN pq ~ „ G~- ~ .r ~ , ..r J fig ~ a
n. CURB INLET 19 16.22 13.72 I _ r1 ~
PROPOSED STORM DRAIN N t ` ~ ~ ~ ~i FMp CURB INLET 20 16.22 13.65 Rt t 0 f 4.
4.3 R4p R'gRY , ~ CURB INLET 21 14.00 11.50 SWFM PROPOSED STORM WATER FORCE MAIN ~ 0 ~ SI ; r, 4 (t _ Y; ~ % ~ ~ ~ ° MFR pA,g
CURB INLET 22 14.00 11.00 ~ " SS EXISTING SANITARY SEWER ~ 4
CURB INLET 23 11.00 8.50 ' CURB INLET 24 10.50 8.00 SS PROPOSED SANITARY SEWER ~ ~ i I ~ ~ w' ~ ~.i . f ~ ~ ~ A~ • C , :
~ r CURB INLET 25 14.50 12.00 W W ~ ~ ~ ~
CURB INLET 26 11.55 9.05 EXISTING WATER _ . ~ „r ~W "~w~~ TSF~ ,,,'fix ~ DA/CL
CURB INLET 27 11.55 8.90 W W PROPOSED WATER ~1A CA 5 7 ~ ,r
CURB INLET 28 12.50 8.50 SSFM PROPOSED SANITARY SEWER FOR ~ CURB INLET 29 8.50 5.50 CEMAIN ~ ~i'~• -
s CURB INLET 30 7.75 5.25 TSF TEMPORARY SILT FENCE
CURB INLET 31 7.75 5.20 ~ `6 ik;~ ~ =
CURB INLET 32 7.75 ~ PROPOSED WATER EASEMENT - tHW 5.25 ; _~3
CURB INLET 33 7.75 5.20 ~ L DA/CL DA/CL PROPOSED CONSTRUCTION LIMITS cK~. JST M F
CURB INLET 34 9.00 6.00 ~ CURB INLET 35 8.50 6.00 PROP ~ ~Y Uh`
OSED CONCRETE SIDEWALK CURB INLET 36 8.50 5.95 / ~ 9, _ ORWPI. N N / G E H ~
CURB INLET 37 8.50 5.90 PROPOSED CURB INLET w/ EROSION CONTROL ~ ~ J ~ ~ - ~ ~ n,a~ 4 1 0 ~ 0 ~1/ ~a 8 6 - ~ ~ q C T ~
CURB INLET 38 8.00 5.05 Y ~ t T ~ E R 2 D ,
CURB INLET 39 8.00 5.00 t 00sf PROPOSED INTERIOR LANDSCAPE ISLAND s/ S.F. 0 0 4 ti C~~ aaar~uaw
CURB INLET 40 7.00 4.50 ~ CURB INLET 41 7.75 5.25 HANDICAP ACCESSIBLE PARKING SPACE > i ~ ~ `®046
CURB INLET 42 7.75 5.20 NEW PAVEMENT ,
CURB INLET 43 7.75 5.25 ~ = 1~ ~ G \ f ,J
CURB INLET 44 7.75 5.20 ~ ~ I~ ~ v
CURB INLET 45 8.00 5.10 W WATER HOUSE CONNECTION ~ CURB INLET 46 8.00 5.05 t - 1196 ~l
CURB INLET 47 8.00 5.50 S SEWER HOUSE C0NNECT1ON ~ n ~ M ~ ~1 ~ F~
CURB INLET 48 8.00 5.00 ; , ; TEMPORARY DIVERSION DITCH ~ ~ ~
NOTE. ~ 3 a, p R T ti, tLLIP ~e~" C ~ rrnr~~se~tice
SDMH 1 TOP TO GRADE, 28.80 ALL ROOF DRAINAGE SHALL BE EXISTING WETLANDS ~ ~e~ NF ~ T
SDMH 2 TOP TO GRADE 23.00 DIRECTED TO THE STORM DRAINAGE SDMH 3 TOP TO GRADE 19.20 3~ - ~ pq ~
SYSTEM THAT DRAINS TO THE SDMH 4 TOP TO GRADE 7.80 - . - - - , - COASTAL MARSH LINE G ~ E ~
SDMH 5 TOP TO GRADE 5.1G INFILTRATION BASIN. 3 9 ~ ~ 2 ~ ~ <
SDMH 6 TOP TO GRADE 5.15 - ~ - ~ - ~ - ' - - LAMA BUFFER LINE ,ti-. ~ J
404 WETLANDS LINE _ ~ v
DROP INLET 1 18.80 15.00 DROP INLET 2 17.00 14.00 MHW MHW MEAN HIGH WATER LINE (MEAN HIGH WATER
DROP INLET 3 14.00 8.30 LINE & PROPERTY LINE COINCIDE) ~ ~ ; i <_y , , ~ lJ~
DROP INLET 4 10.50 7.50 0 50 100 150 J t ~ ? ~J ~
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SWFM p 2 ~ ~ ~ , . ROPOSED STORM WATER FORCE MAIN ~ :•-f 0
4 ~ SS EXISTING SANITARY SEWER 3 ~ , fat , r , ~ , - ~ ~ n 3 ~ 1` 1 V
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SSFM PROPOSED SANITARY SEWER FORCEMAIN . ~L eb' ~ 1',-. f~ ~ ~ ~ ° ~ . far,', ~ ~ s~ ~
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J PROPOSED WATER EASEMENT 30 . ~~4~=. v Y~,-,~~ ~
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OPOSED CONSTRUCTION LIMITS } Aid ti . N n,~; a, Kfi~ a~`~ cKO. JST ca ~ sJ,
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Swj^! PROPOSED CURB INLET w EROSION / coNTROL M HW qp ~j6, r~ ;c~ > i E a,~~ r,~; ~ onr~ 4 18 06 ~ ~,k4 ~
tO0sf PROPOSED INTERIOR LANDSCAPE ISLAND s S.F. M N L52 ~ ~ ~ra r r ~ v
l qp ~R ry HANDICAP ACCESSIBLE PARK N Cq M ~ . ~ ~ 3 aj `~~f.~° r v > > L
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NEW PAVEMENT 3Q G y , C ~ s
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WATER HOUSE CONNECTION 39 2 E R ~ 2 D 0 \
S SEWER HOUSE CONNECTION 0 ~ 4
~ ' - ~ ~ ~ ~ TEMPORARY DIVERSION DITCH ~ ~ 3 ~
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EXISTING WETLANDS - ~'~Fec.o,crewabl~`
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MHW MHW MEAN HIGH WATER LINE MEAN HIGH 0 50 WATER 100 150
LINE & PROPERTY LINE COINCIDE) J
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' ~ / - ~ ~ ~
~ ~ i ~ I ~ ND IMPACT ti : ~i r p{ RSMAQp, N ER 4 ~ - I
~a „v~,¢,1 ~ ~ „r pW"~ 9
ZB£ 3Dtld b£ 13W8VD dtlY1 'NINON dYn ~ \ V'- j PER ANENT IMPACT
126 881 sf (.0029 ac I )
i
- ..J
1 200 P
4P TOTAL SITE AREA = 34.03
1"=20'
IMPERVIOUS AREA WITHIN 75' CAMA AEC:
BRIDGE NUMBER 1 BUILDINGS - 2 6 V 17.86 sf (0.0601 ac)
TEMPORARY IMPACT i ! t 1 ~ PAVEMENT - 171.34 sf 0.0039 ac Z r ; ( ) I ` TOTAL IMPERVIOUS AREA: 2 7
r f ~ y _ , 89.594 sf (OA640 ac) ~ ~ i ~ ~ Z
UTILITY CROS SINGS TEMPORARY IMP TOTAL WET ' . ~ I LANDS ON SI = 1 TE 7.67 acres
AC _ 7 ~ t t I f ~ t i IMPACTE
t D WETLANDS: ~ t 1 t ~ ~ PERMANENT IMPACT TEMPORARY IMPACT W
_ PERMANENT IM • ~ PACT f IMPACT ' i
- 8 64.757 sf (.0199 ac) ~ TEMP. NUMBER 1 - m ~ - 2,175.147 sf (0.0500 ac) ~ f .0199 ac) ~ TEMP. NUMBER 2 -
- „ TEMP. NUMBER 3 - 773.446 sf (0.0178 ac) Z
- I - - - PROPOSED 12 RCP _ : NUMBER i 3,272.402 sf (0.0751 ac) Z RCP 864.757 sf 0. J W 0199 ac W
- - CULVERT TO BE " - - - - - - - - - - 20~ (3 ) - o BELOW GRA BE 20% 3" NUMBER 2 _ ( ) 391.619 sf 0.0090 ac - 0 NUMBER 3 764.079 sf 0.0175 -
- - ~ DE - _ _Tr"' ,f NUMBER 4 494.47 ac _ ~ s sf o.011 W
- _ - - - - - - - t ~ r J w III , I _ NUM 3 ac ~ BER 5 W i ~ , , 59.123 sf 0.0014 ac - 0
_ - - - - ~ - L.L _ _ , , ~ ~ ! ! 0-1-~, Z
- - - - ~ AGT f r ~ ~ ~ r TOTAL 2 57 ~ ~ f i f 4.054 sf (0.0591 ac) 6,220.996 sf (0.1429 ac
y , _ _ ~ rnC -r N _ - y - ~+r a ~ ~ J r ; ~ ) t 1~~ ~ I i i
.Y/ ~ ~ f ' I ~ ~ f
- r U ~ - ~ t 11 i t' f i ~ ~
s - - _ ti.~m,, ~ - ~ N ~ 1 ~ V
- I 4. t, rr`~I
- ,o, k~~ ~1" `4~ J : < ~ _ lao-' r~r: / w„< ,
~ ~,'g~ ~ r - ~ • ~ t `tt n p : S ~ J PERMANENT IMPA CTED
F' , r i - AREA f
59.123 sf (.0014 ac)
,aa,~~,r~ .w~ „ 4 ~,5; ~ ! r f,~~r ~ ,
n r:'~ fy-. . .
N ~r; .,~.,e.~ --w.. ~ - ~ ,x~ , W j ~ ~ H
r i r siL . ~ Q
T .f A f * ~ W W H
A N D I B 1P ~ ~"°tii~ ~ D ~ W J
" ' E 1 20 P M B 1 L QCf"W 0 z~~~
1°=2a' N D I E 5P
tp-20'
A TOOP ELEVATION 75' ABOVE ~
N ""n ~ ¦ GROUND ELEVATION
L~ J ~o
e J rnrn
~-TEMPORARY I - ~ MPACTED _ ~ I I
i AREA 3272.402 sf f ~ ~ ~
(.6751 ac) - - + ! _ o F w ~ ~ ~ P7 U •t
_ ~ ~ i-. Cn
J wa O O
_ _ _ ~ ~ j ~ ` ri ~ ~ ~ I~i~ p~ ~ ~
- _ ' ~ ~ ~ - - _ - _ Y -~L , ~ ( ~ ~
- - - ~ W
{ I~ Z ~ ~ X
_ _ ~ ~ - - - - - - ~ - - - - t = Q w
_ - - - - POP 1~ `r _ _ - -@-`~2 RCP r` D.. Li 0 l ~
- ~ _ - - - - = C TO BE 2 - _ FIRST FLOOR ELEVATION AT
~ _ - - - - - 0% - ~ t LEAST 2.0' ABOVE 10 0 YEAR ~
~ _ _ - - _ FLOOD ELEVATION (MIN.) ~
- ~ - - - - - PARKIN ~ ~ G UNDERNEATH W N
- . - .EpIT~tMPACT BUILDING ~ " . ~ U
3 1 sf (.0090 ac) Z
- a - GROUND ELEVATION ~ "
, BR(FJG~. l~l~h+f ` ~ - Y Z O
TEMPOR~RY 1~~?'.. _ _ ~ ~ ~ F-- Q C~
M1 r~ ~ ,i ~ 1 1 ~z
UTILITY CRO 1° SS TYPICAL BUILDING ELEVATI ~ ~ oN J N J
N ~ .:TEMPORARY' IMPA° I i NTS o - I ~ ~ ~ ~
1

- PROPOSED GRADE PROPOSED 12" RCP CULVERT
P Y T N I P EXISTING GRADE PROPOSED ROAD
~„=20' 2 PROPOSED SIDEWALK PROPOSED GRADE
3
1"=20' 1 - ~ I I I I ~ I _
II Ii._I1-1=1 II I II-
_ ~ I r
1 ~ }
z ~ f I
' PROPOSED UTILITY
SEE PLAN FOR SI ZE, PROPO "
DEPTH AND LOCATION SED 12 RCP CULVERT TO BE 20% 3" PROPOSED UTILITIES
BELOW GRADE EXISTING GRADE
TEMPORARY iM~P TED PERMA ENT IM ~ i
T r AREA 773,446 s 764.07 CROSS SECTION
sf (.01 ac) _ _ BRIDGE NUMBER 3 f i (.0178 ac - - PROFILE l
TEMPORARY IMPACT ~ TYPICAL CULVERT UNDER
UTILITY CRO - ROAD DETAIL NO SCALE
SSINGS TEMPORARY IMPACT -
SW - F _ - M DES. JPN
~ ` ~ ~ EXISTING GRADE ELEV. ~D' r~i',Ay\;i; ~Y\~ \;i ~%VArf~~ OVA'" \i;~ / / T
j~\\~~~~~\~>\r~\;\~.r~\r\ ~ :/,%/~~i'%\~i\/~\/\, PROPOSED FINISH GRADE
. - FM r ~ < ~l\/.'~//~ ' '!j. !i~//j~i~ \/\;%~\j,\~r:~; \~~\\t~~~ AFTER FILL MATCH ELEV.
- - - - - ~ \r;'\i BEFORE DATE ! ,i `~i~~~%`i \//////~//////\~\r~\~ FILL) 4/1 06 \ r~.~ % /
S N, ~ ~ ~ ' `:~<v~// VA/\/\/V//V//V//V//V//V// ~i ~i
- - - ` ~ - - i i ? V//V//V//V// ,~%i~rV A
1 i~ ~ ~ ~ ~ ~ / / , . \ g8 ~~I
r r~,, //A//A//A//A//A//A ~~m /,vii\; AA VA VA VA/ / \/VA/VA/\/V/ ~/~,i/ ~
i I - - A. f i r PROPOSED 12 RCP ~ i\~i\,~ \/\\j\\j\ PROPOSE UTILITY LINE. ' ,
CULVERT TO BE 2096 - C3) BELOW GRADE 96 /VA/~~, A//A//A/ A VA/VA/\,~~,, ~ ~
1 I , '
1 t a ~ ~ ~ /\/\r / / \ 11966
r / ~S
~ ~ ~ C t j ~ + 1 ~ ~jrAAj~~j A//A/ /VAj\ \vw\~ /~i/ ; A/V ~j/\riA/~~ y a. „,v VAVA\ VA VA
I o_ YV~/i % / OVA /~~'V~ 'h+~sann~''~` \ %r\/i\,~~ _ \ SCALE. 1 200
A/,~~~~%
~ ~ INVERT ELEVATION, SEE PLAN / V ~ ~ ,~~~\A ,
1~ 20 ~ ~~~'AiVA'~~A~ \i ~ 'Vr \~V\%~ i~``~i` //~~/V~~ ~ ~ ~ 1 D0 L00 \;,v/vy;,~iA/~y,~/~, v\,vvVA,~A~VA~~\~,,,,w 400 600
~"=20' . vr):~r Ar)\A,~v .A~~~~~ A~~~A~~. » >
SCALE. 1 = 2
TYPICAL UTILITY CROSSING WETLANDS
NO SCALE O 1 2 4 6
i
i

110' BRIDGE }
m
4-
- TOP BRIDGE = 25.00 ~ Z J 1JJ J
\ =1) Bridge Design Summary/Specifications _
= I i-1I I GUARDRAIL Ia- ~ ~ I,L1 SYSTEM a. 12x12 W000 GIRDER, TYP. 8x12 CONT. RAIL Z s,ca d
- I-1I1=III=111 1-~ PROPOSED GRADE 1. Design Live Loads: III-I11-11-1I I All bnd es: hs20 vehicle load 1°*~= rte., e,~ 8x12 x 5'-0' Z O Z
1 =1 ~ =1 1 1= I I p 640 Ib ft of lane T= 18,000 Ib concentrated for moment design 4x8 DECKING 0 10-0' O.C. O ~ l c~ , ~ ~ d SPACER 1- ~ ~
1 -I ~ 1=1 26,000 Ib concentrated for shear design a •
I I - -r=1 ~ 1= ~ ~ 2. Vehicle barrier uardrail : 6000 Ib concentra _ _ -III= _ " (9 ) ted load III - , located 1-6 above the floor surface. J U ~ Y ~,;u ~ G'r'
I 3. Contractor toverify all dimensions ,elevations details n o the fob site. site. W Z ~ ~ ~ to
BULKHEAD 'I ~ 4. All work to be in accordance with the North Carolina State Buildln W Code 2002 edition. (2000 Intemationcl Buildin Code w N.C. among i itate Building O O ~
W W W 9 / dme 5. Lumber shall be southern yellow pine and be of rode and treatment sh / N.C. amendments) (n Y 0 - U
/W W W W ~ - BULKHEAD 12"0 ilea-- rode astm d25 treated g own below: P 9 to 2.5 pcf cca per AWPA C3 & C18. \ ''c W W W BX12 stringers--grade select structural, treated to 0.6 cca er AWPA C2 dt Cl ment shown below: C3&C18. ~ ~ ~
EXISTING GRADE W W W 9 9 0.6 cf cca er AWPA C2 do 4X8 deckin rode select structural treated to ~ P per AWPA C2 dt C18. ~
12x12 girders--grade ~2 southern ine, treated to 2 5 cca er C18. W W W ~ P p AWPA C2 dt C1a W ~ W 8x8 posts---grade ~2 southern pine, treated to 0.6 cf cca r aw a C2 dt C1 . r AWPA C2 do CtB. ~ AWPA C2 dt C1a O
P Pe P 0 ~ 'i' ~ W 6x8 rails--grade f~2 southern pine, treated to 0.6 pcf cca per AWPA C2 do C11. Z owpa c2 ~ cte. awPa c2 ~ cte.
' W W W 6. All hardware shall be hot dipped galvanized in accordance with ASTM A w ~ nce with ASTM A153 ~ O
' W W 7. 12"~ piling shall be embedded as required to develop a working cOpOCI W W 12 tons. a working capacity of Q O
W W W ~ N
W W W _ ~ aaaw~ J
W W V ~
O m
WETLANDS ~ e~ }
12'4 WOOD ~ PILE
BRID EN MBE R1 8x12 STRINGER 0 24" O.C. MAX. SPACING
ASSEMELE ~ VIEW
140.0' BRIDGE
12.0' W
III-111 _ _ = 11.0 V J
11=1 11=1 11=1 11=1 11=1 I I~ 11=1 Z
=111=11=L~'I I_I I I I I1=111=1I1=1I1=~ i 1=1 I 1=1I I~ u.
=1I 1=~1=11=1I ICI I1=1I1=1I I t
11=III=III=III=III=III=III- PROPOSED GRADE =III=III=III=III=III=III= I = U
I ~I I ~I I I-1 I ICI! I~I~~ =1 I I 1=1 11= ~I I =1 I I_, I I 1=1 11=1 _I I I 1=1 11=ll ~ j- Q
`-~'-I- 11=1 I I ~I 11=1~-~ -I 11== W
o =III=1~~ =III=1 ~i 11=III- -J~-~-~-III= m W
BULKHEAD W W W W°•--. 111=1 ~~j- - I-1 _ ~ _ W W W W W W W W "T•-. I III ~ - I I_ Z
W
v, W W W W W W W W W W W III I _~7-7~7 , 7_~7-'7~ ~ V' V'"v III_ L1-llt~77L1T7_-~L-I W
EXISTING GRADE W W W W W W W W W W W W ,t~TlLul _ J
W W W W W W W ` NOTE THAT BRIDGE ENDS MUST , W
UE IN THE NON-WEfIANDS . . t
BULKHEAD AREA
WETLANDS , ~ , ' s ' , Z 3 4 5 g
°z O 2
y .
BRID EN UMBE R2 20'-0" AREA WHERE SLOPES CHANGE SLOP AS REQUIRED
SLOPE AS RE UIRED (UP OR DOWN
10~-0" Mqf 1( (UP DOWN) 1'-0" MAX 10'-0" MAX 10'-O" MA% 1D'-0' MAX 10'-0' MAX TyPICAI.
8x12 CONT. RNL ,CONE RNL
CONC. BOTH S - AT VEHKx.E WAY BOTH S ]•IKx.E WAY
8x12 STRINGER 0 24" O.C.
70.0 BRIDGE ~ _ MAX. SPACING
PROPOSED GRADE 8.0' 8.0' W
B ~ N H
I i~l I I-III-III-III _ _ _ _ W NF C8 Z W W N
=1 I I- I = _ - I I ~I II _ I I III III 1111=III=III=11 1i ? ~I I1=1I1=111=1I I III-1I I-1I ICI I I-1I1= ~ ~ W 12x12 WOOD GIRDER, TYP. 3 ~ p J
I l i-I ~I~ I I-I =1 I -I - 1=1 I I-1 I 4 O ~ W o Z Q V H
~11~f _ ~n ~ - - - III N - N ~ ~ I h
_ - ~ ~ _ I_ ~ r
BULKHEAD _II -~f III-1II- 12"4 WOOD PILE
I I1=1I1=1I1=1I ~I I
~ L 111==~ 11=1 11=1~= ~ W -P- W-Y -T- v-"- -I I -W~111~ ~
EXISTING GRADE W W W W W W W W a
W W W W W W W O BULKHEAD r~ 4 J ~o
d
_ ~ ~
WETLANDS ~ o ~
4x8 DECKING ~ M U I DECKING
~
aYa riuoroui evcrru i riuoroui eHCrru A y '~1 O O H
~ CS L ~ ~ a~
BRID EN UMB ER 3 rn rn ~
w ~
z ~
ox 1 8" = i'-0" = Q 0
/ ~ Q. li
4~ DECKING O
- r~c12 STRINGER 0 24" O.C. d-
sPAC~NC ~ ao W N
0= 8x12 O9NT. RAT. ~ ~j
q 4~ OONi. GUARDRAIL ~ Z
't - ~ . ~ Z
M ~__NNII 81112 x 5-0 SPACER 0 t0 0 O.C, Y ~ ~ O
~ ~ M t 8~ WOOD POST 0 3'-8" O.C. IMX. Q ~
• ~ ~ 0 o o o~- o ° ° 0 2 Z w ~
M 0 ° ° ..c-~---;~ ° ° 0 0 12x12 WOOD GIRDER, TYP. - J 0 0 ° o N J
~I ~ Q 0 w 0 0 ° ° 0 0 o O - ° ° ° ° ° ~ rn 3
° ° o °
N 3, 3/4"/ BOLTS 0 12"O.C.
12"/ WOOD PILE
M 6" 8'
1'-0'
10 1 6 PUTS 4 ~1 /4x2'-2"
W/ 5, 1 ~ BOLTS
A
C8
SLOPE AS NEGI~ED 20'-0" LEVEL AREA WHERE SLOPES CWINGE SLOPE AS REQUIRED
(UP OR DOTMQ UP OR ~
CONTINUES AS gyp'-0' 10'-0" 10'-O" 10'-0'
CONTINUES AS IREO
oES. JPN
TGP OF DECK GRADE CHANGE 3, 3/4"0 BOLTS 0 12" O.C. CKD. J ST
8x12 CONT. RNL DRWN.
DATE 4 18/06 8x12 x 5'-0'
0 10'-0' O.C.
x. ~ SPACER ;.,t~ ~ ~ egos 19uISi?kl
~ • 4x8 DECKING C
8x12 S~IGER 0 24' O.C. 0+++ $ ~
IIAIC. SPACING ~ 0 0
~Q-
12x12 WOOD GIRDER, TYP.
~2 ~
12 r W000 PILE ~
~~t L
~re~e~n
PUTT: 4x1/4x2'-2"
B W/ 5, 1 4 BOLTS
C8

Z
y ~
!.i.. UJ
~ d P, ~ ~Z
~ C? Q
~ ~J ~ -d
o r
s~ ~ Q
o
i
BOUNDARY LINE TABLE WETLAND LINE TABLE WETLAND LINE TABLE W ETLAND LINE TABLE WETLAND UlIE U
LINE BEARING DISTANCE LINE BEARING DISTANCE LINE BEARING DISTANCE LINE BEARING DISTANCE LINE BEARING VETLAND UIIE TABLE BEARING DISTANCE
Li 11E S00'24'21"E 127.56 L1 S86'32'02"W 14.94' l61 S30'21'05"W 5,68' L121 N74'23'45"E 16.22' L181 4T " 4T 2239'
~ L2 S00'28'25NW 70.05 L2 N3T24'52"W 62.23' l62 N56'02'44"W 32.82' L122 S52'33'08"E 1.32' L182 809'1 '46" 13 S0041 42 E 70,12 L3 N58'24'31"W 39.93' L63 N52'S5'38"W 44.71' L123 N49'20'34"E 15.70' L183 S60'11'35" S09'1 '46" 21.91'
I 14 S0042'06 E 69.61 L4 S56'08'25"W 44.21' L64 N43'38'34"W 42.99' L124 N75'0T24"E 7 L184 " S60'11'35" 20.73'
t5 801'14'31"E 70,18 .69 N80'S7' 1 L5 S09'1T12"E 58,96' L65 S49'12'28"W 5.67 L125 4' L185 " N80'ST 1" 40.34'
~ L6 SA01524 140.27 ~ " N3 ,1020E 15.30 N7812~ " I L7 S8 • T 95,23 L6 S3T30 45 W 37,38 Lfi6 S2T19 57 E 54.08 L126 N04 57 42 W 20.16 Li86 S3143 N78'12' 41.24' S31'43' 5.85' THIS CERTIFIES THAT THIS PLAT ACCURATELY DEPICTS THE
l8 S00'32'56"E 194,21 L7 S58'39'52' E 62AT L67 SOt'28'40"W 37.38' L127 S85'23'18"E 24.66' L187 S7T25' " S7T25' 74.93' BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN
. L8 51742'02"E 53.58' L6$ S31'09'22"W 46.24' Li 28 S55'S9'2 " L188 " L9 57015 24 W 100.88 E 43.00 S89 09 S89'09' 32.A4' WATER ACT PURSUANT TO THE 1987 CORPS OF ENGINEERS
L10 S6T 4' "W 103.44 L9 S40'00'21"W 79.48' L69 S1T05'59"W 53.80' L129 N33'0T50"E 1 .8T L189 N69'S ' " 0 53 N69'S ' 43.75' DELINEATION MANUAL AS DETERMINED BY THE UNDERSIGNED ON ~9 5
L11 Ni6'19'20"W 2A2,84 L10 S2T05'41"W 36.04' L70 S21'S9'20"W 32.38' L130 N85°43'29"E 49,4 ' U90 S7T59' 7"W L12 S80'S5'3 "W 85.12 L11 S68'11'15"W 62.68' L71 S54'22'S1"W 40.50' L131 S70'46'41"E 39.44' L191 N81'58' "W 7T " THIS DATE. UNLESS THERE IS A CHANGE IN THE lAW OR OUR PO AGE S 59 7 W 17.24 PUBIISNEO REGULATIONS. THIS DETERMINATION MAY BE RELIED ~ 5~P ~ N81'58' "W 46.66' UPON FOR A PERIOD OF FIVE YEARS FROM TNIS DATE. ISOLATED p~ 1~~
L L13 S03'28' "E 150.93 Lit S83'S6'16"W 75.68' L72 Si6'30'26"W 32.36' L132 N78'53'30°W 39.02' L192 N7T0 ' "W 7T "W WETLANDS OR WATERS THAT ARE OUT OF CORPS JURISDICTION ~G GR`p AGG N 0 33.46 ~~p ~
L14 S02'43'15"E 185,00 L13 S82'35'S6"E 86.53' L73 S63'39'38"W 24.29' L133 N55'46'20"W 27.69' L193 S83'36'1 "W S83'36'1 "w 44.45' HAVE BEEN LABELED ON THE SURVEY. . , G G ~qP ,~pR
L15 N02'S6'3 "W 5,17 L14 S2T0T21"E 32.17 L74 1 '4 ' 4" L134 " " S 6 6 5 W 31,74 S02 50 24 W 27.61 L194 S84 28 W ~ L16 N82'32 23 185,62 L15 S43'36 31 E 33.66' L75 S03'29 34 E 44,68 L135 N46'26 02 W 19.07 L195 S71'1 "W S84'28' "W 2 .1 ' tJ~ Ratio F PG 2 8 too ~,F,
L17 N5T55'24"E 20,08 ~ ~ 2 L16 N84'38'47 E 31.79' L76 S08'30'27 E 41.41 L136 S79'S9'43 W 10.61' 1196 S44'24' "W S71'12' "W 27.44' u-~u.. o2,(jZ} ~GP
~ L18 N045639 E 29,75 Liz N21'36'29°E 30.54' L77 6 '4 '11" L137 " N 6 2 E 31.97 S15 00 22 W 15.88 L197 S30 34 1 W S44'24' "W 45.84' SI ATURE, U.S. RMY CORPS ENG EERS OFFICIAL TITLE DATE S30'34' 1 "W 26.00' oZo ~
I L19 N20'24'1 "E 76,20 I I L18 N07'S0 58"W 56.17 L78 N72'08'24 E 46.51' L138 S74'17'04"W 50.35' L198 S71'58' "W S71'58' "W 57,44' EXPIRATION DATE OF DELINEATION: ~
I L20 N38'S2'S2"E 9.78 L19 N23'34'29"E 70.57 L79 S6T24'49"E 17,19' L139 S85'22'09"W 50.93' L199 6' "W L21 N59'14'Ofi"E 29.14 SS 3744 S86'3T44"W 42.16' • acrd . $.2s't/ . p /v " USAGE ACTION ID: s~'~ ~a
I L22 N73'39'49"E 52.51 L20 N08'29'S6"E 74.20' L80 N3T10'09"E 46,70' L140 S0T42'47"W 29.75' L200 N56'01'17" N56 01 17 89.35
L21 N38'39'17"E 33.15' L81 N62'10'27"E 33.62' L141 S48'41'37"W 9.99' L201 806'09' "W I L23 879'54'08"E 97,85 L22 N55'31'34"E 57.25' L82 '4 ' L142 " S06'09' "W 6,08'
L24 N68'4 '10"E 45,82 N89 1 Ot E 27.16 S03 27 00 W 18.76 L202 S52 27 4 E L25 584'01'22"E 101,55 L23 S86'54'20"E 57.48' L83 N81'03'46"E 32.09' L143 S25'48'33"E 21.12' L203 S50'34' "E S52'2T4 "E 59.06' S50'34' "E 29.1 T
L26 S6TO6' 15.81 L24 S34'45'23"E 19,51' L84 S82't5'39"E 39.80' L144 S40'06'11"W 27.33' L204 N6725'14"E N8T25'14"E 19.46'
L27 N81'S0' 76.88 L25 S40'32'14"W 14,19' L85 S03'45'33"E 19.11' Li 45 S53"36'07°W 18.36' L205 S88'38'10"E S88'38'10"E 20.92'
L28 882.46'28"E 83.47 L26 S86'3T57"W 53,66' l86 N74'41'42"E 77.08' L146 S56'48'34"W 39.40' L206 S00'4T "W S00'47' "W 24.70'
L29 S76'06'it"E 56,93 L27 S50'18'S5"W 76.21' L87 N70'5T31"E 65.07 L147 S1T54'16"E 17.62' L207 811' "W 3 25 L30 S8T09'Ot"W 69,35 L28 S22'06'07"W 63.81' L88 N64'41'30"E 55.82' L148 N79'36'21"E 40.69' L208 S75'5T "E 511'3 '25"W 13.97`
L31 s73'23'50"w 20.59 L29 N8o'39'32"W 70.21 L89 N75'49'53"E 11,75' L149 S10'13'30"E 31.23' L209 N36'11'06"E S75'5T "E 48.68' N36'11'06"E 34.94'
'I L32 SOt'46'24"W 26,28 L30 825'33'46"W 83.19' L90 S15'12'12"W 12.16' L150 S29'43'29°E 41.10' L210 " N88'3 '23"E 78:35'
l33 N 1' "W 34,02 ~ N88 3 23"E 8 2016 L31 N76'17 22 W 48.95 L91 S66'58 06 W 75.12 L151 859'47 57 W 26.25' L211 N78'27 O6 E L34 s78553 w 57.29 L32 S71'19'38"W 49.97 L92 S68'04'00"W 92.38' L152 S80'40'43"W 16.65' L212 N62'15'12"E N78'2TO6"E 50.99'
L35 S65'03'07"W 30.49 L33 S44'2 ' 7"W 4 . 9' L93 L153 " N62'15'12"E 12,19'
I L36 SOt'31'02"W 35.01 0 2 2 2 S65 38 55 W 56.95 S05 4915 W 26.14 L213 S6019 54 E L34 S29'18 30 W 125.05' 194 S87 0114 W 53.60' L154 S49 47 09 E 11.70 1214 S18'47 57 E S60'19'54°E 11.98' S18'4T57°E 17.71' 1r2s
L37 gi • g'2 "W 60.24 „ L35 S09'0707 W 58.02' L95 N62'02'OS"W 18.03' L155 S33'26'41"W 94.89' L215 N L38 SOt'43'0 "w 42.03 32 43 40 k N32'43'40"E 11.16' ~ M 1h3
L36 S00'5T40" 8.71' L96 876'22'57"W 28.85' L156 S51'45'26"E 37.16' L216 N3T10' 4"E L39 S314014 E 37,04 L37 1 '41' "W L97 L157 7 " N3T10' 4"E 31.04' tic 11
L40 S21'26'OB"W 71.73 S 9 50 38.26 N87 40 49 W 23.5 S44'29 39 W 13.45 L21 N46 4214 E I I I II , „ \ ~ 2 S N46'4214 E 32.67 RAW N ~o "r'~-_---~-"
~ „ 141 533'29 03 W 54,18 l38 S43 40 47 W 64.69 L98 S34'45 59 W 28.74 L158 S55'22 26 W 9.88 L218 S44'35'49 W S44'35'49"W 23.02' \
I L42 N88'56'S8"W 12.93 L39 S '36'04"E 31.07 L99 S48'04'30"W 24.33' L159 N71'03'15"W 25,25' L219 S36'34'0 "W L43 $45'06'40"W 46.43 l40 S79'44'O6"E 58.65' L100 S7J3'21'52"W 17,21' L160 S14'40'S0"E 20.57 L220 S79'03'28"W S36'34'0 "W 17.84' N= 65,225.331' ti _ ('o ~ - S79'03'28"W 35. 5' E-2,219,928.866' / 0• 11p4
I 1 1 > t1 t II 1 , 1 M L44 S04'49'32"E 51.84 L41 S25'13 28'E 27.87 L101 S41'S3 45 W 6.52' L161 871'42 35 W 28.08 L221 N87 32 03 W N8T32'03"W 42.95' l~
L45 2' 0'4 " 16.85 l42 829'33'32"W 41,59' L102 S52`32'36"W 56.51' L162 S13'53'S6"E 27.32' L222 S16'S0'S7" , " a ~ a S16'S 7 ~ ERB ~J 0 0 5 12.56 ~ / ° 1137 w
L46 S33'54'0 "E 85.55 L43 S09'S0'33"W 64.00' L103 S10'03'36"E -30.31' L163 S54'S5'47"W 13.79' L223 N80'1 '45"E L47 S20'Ot'14"E 79.51 L44 N84'30'34"W 71.82' L104 51735'30"W 15.62' L164 S33'S8'20"E 31.92' 1224. S5 ' " N80'1 '45"E 39.44' / (9 N ~ / 6 1138
L48 73.24 ~ ~ 5 38 34 E S42'43'S5 E L45 N65'09 01 W 38.17 L105 S28'25 36 E 35.19 L165 S6T1610 W 42.94 L225 N74'46' 0"E S55 38 34 E 41.74 ~ EIP G. Nc 130 . „ / 0 Aj, ti N7446 0 E 16.70 ~ ~7 7\ i o
L49 S06'S3'09"W 50.35 L46 S1T08'53"W 75.79' L106 N88'18'34"E 58.20' L166 S0T41'25"E 19.18' ~ y S TE i N= 65,053.005' R 0 S w E B TRACT EIP ~ \
L50 46'4 '47" 42,10 L47 S29'29'S9"E 63.43' L107 S30'31'47"E 13.63' L167 N5T31'04"E 15.78' L51 S70'30'S8"E 90,87 I L48 S36'36' 6"E 43.68' L108 S69'S2'18"E 28.43' L168 S86'58'S3"E 37.77 'E=2,220,109.901'' ~ \ /GNE p~ HOLDEN 6 Y BEACH NC
L52 S1T21'16"E 47.51 L49 N 9'18'35" 58.91' 1109 N69'44'33"E 32,04' L169 S04'44'31"E 33.30' EIP E1P 1.18 \ A~. / ~ ~ ACRES. ~
L53 S35'14'00'W 47.06 L50 770 '13" 16.24' L110 '1 '4 " t L170 " ' ATLANTIC / ~ P~ 6 VICINITY MAP NO T OCEAN g ~ , T O SCALE
~ L54 S66'2T39"W 28A3 S30 4 2 E 2 .22 N77 53 40 W 36.01 R~ ,EIP \ 9
L55 N53'41'16"W 30.60 L51 S82 2'47"E 50.42' L111 S17'54'34"W 13.79' L171 878'41'86"W 68.22' L52 S25'12'02"E 48.19' L112 S77'45'52"E 66.31' L172 S 4'23'00"W 44.21' L56 N00'ST "W 11.10 ~ 00 / NORTH CAROLINA ~ BRUN,S~WiCK COUNTY
L53 S41'49'16"W 12.99' Li13 N56'16'03"E 34.19' L173 8' 5'59"E 37.73' L57 $81'53'5 "W 19.46 / 2 \ EIP / / R I, OWEN D. GIDLOW, CERTIFY 1HAT THIS PLAT WAS DRAWN UNDER MY ~ ~ / , ~9 ~ / /Vy
L58 0'1 ' "W 38.37 L54 S60'00'07"W 23.01' L114 S1T11'34"E 17.94' L174 4' 4'11"W 16.01' TROY A. GAISON OY A, GAISON HEIRS / ~ ,aA SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVSION, P CABINET 10, .PAGE 81 \ EIR p0 NON-WETLANDS DESCRIPTION RECORDED 1N MAP CABINET 30. PAGE 392 THAT THE
L59 S08'52' "W 41.18 L55 S59'14'11"W 23.61' L115 S4T2T18"E 23.46' L175 0 ' 8' 2" 40.47 MAP CABINET 10, I ~ I II L56 I II 196. I II " l60 N67 4122E 38.48 79'36 09 W .18,52 L N54'27 39 E 1 ,39 L176 S40'20 41 E 43.42 5 ERB N= 65,559.333 / ` ERROR OF CLOSURE AS CALCULATED BY COMPUTER IS 1 +10 000 ~ ~ EIP ~ E=2 220 707.684 ~ l \ I
L61 28.20 L57 40' 8'19"W 25.07 L117 1• L177 ' S42 58 3 E N2 40 00 W 8. S10 08 26 E 15.00 I' L62 803'24'17"E 42.77 L58 4 'S " 24.36' L118 N 1'25'50"E 11.26' L178 N5T26'21"E 30.52' / \ ~ THAT THE BOUNDARIES NOT SURVEYED ARE SHOWN AS BROKEN LINES, I t~ ~1 \ E P ~ A ~P PLOTTED FROM INFORMATION REFERENCED,-THAT THIS PLAT WAS ,
\ ~ 503 o BILL E. LANE et ux P PAR I g L¢ ~ l 'L EON CCORDANCf PATH G.S, 47-30 AS AMENDED. WITNESS ~ / 511 9W' p
L63 ; S09'12'23"W 85.02 L59 850`4 ' 7.1 ' L119 S41'42'54"E 17.77 L179 S81'S2'15"E 29,19' L64 S44'15' 1"W 40.82 L60 S49'1T49"E 45.31' L120 S 9' 9'0 "E 17,58' L180 S7T55'44"E 34,56' l6 502 'h D.B. 930 PG. 101 ~ ORIgN ATURE REGISTRATION N M TUSCARORA VILLAGE. , \ 505 9• 0~ ~ Q U BER AND SEAL 1HIS CENTER I i (i R~ 'S. ~ totn o F M_Y I~AV a.D:, 20 . L NE OF MAP CABINET 10, PAGE 93Y ~ , ~ti ~ 5oa g6 ! Q:
L65 S21'40'15"W 88.33 CREEK LOCATED ~ ~ • aka 400 .510 501 1~,t~..,~~A
JUL. Y 9nna \ / ~ ~ ~ ~ . / \ ago' ~ ~ n 506 ux, ohs ~ 1~ ~1
1_nb . S33' 3' 3"W 5C tiz _ , ,5g 2x11' w ~9 5os 507 MANDY I:. LANE t , N o: c~ PLs.
L67 g 4' 7, 44.35 L68 04. " 52.13 ~9Q ,04j (T1E) 1 41 D.B. 930 PG. 111 ` REGISTRATION MBER L-4356 0 'b 2 ~ / SEAL OR STAMP / \ 20 413
L69 S 5 '47" 33.57 8 a~ 50 ao2 ~ ~r ~5 L34;. aio ERB
L70 1 y '11" 24,84 ?6 ?6 158 -159 160 EIP 404 ~ 411 414 404 REVIEW-0FFlCER'S CERTIFIbATE 153' 156 ~ B ' 1~
L71 S46' T "W 20,37 ~ ~s EIP ~ ~ aos ~ JURISDICTIONAL ~ 146 154 155 161 A ,L100 L22 STATE OF NORTH CAROLINA. 'i 152 ~ L30 EIP 2 WETLAND couNTY of ~
i L72 ' S1T45'4 " 36.76 L73 S '1 '4 " 38.01 ~ 145 .P _ V 408 \ - 147 d is2 ts3 AREA-1.10 ACRES
~ L74 43~ 6, „ 38.92 ~ v tai ~ n~ < V1 N - I REVIEW OFFICER OF ts5 ON WETLANDS J 144A ~ 149 151 164. 1 1 \ COUNTY, CERTIFY THAT THE MAP OR PLAT TO WHICH THIS CERTIFICATION IS
L75 71.58 ~ 1'µ S6 '03 T'µ 143 150 - 167 Ca ~ EIP / AFFl%ED MEETS ALL STATUTORY REQUIREMENTS FOR RECORDING. L49 tae 1'~ ~ \ ~
l76 48.50 l49 S13 W - L77 S55' T11" 37.26 118. L26 170 ~ ~ REVIEW OFFICER 168 .169
L78 S32'48'5 " 28.83 t 0 L66 ~6~. 137 0~ , 141 D TRACT ~ 137 /
l79 S10'42'13"W 20.18 / 6ti / ~ to ns 123 12a 134 vy TWO ~ oaTE - 9 .124 iJ4 32.97 NON WETLANDS 21 'Zp
L80 S51'20'08"W 31,12 / tts 121 L81 S32'43'33"W 32.23 t6 uo g20 ~ ~ LYNDON L. HOLDEN ACRES S D.B, 594 PG. 989 LEGEND:
, n 114 .112 122 " 1 L82 S4450 9 W 27.73 L105 8 89 113 L69 .Ok ~3 / $E~ 8 9 / ~ EIP 0 EXISTING IRON PIPE
L83 S32'2 ' "W 22.J5 85 88 ~ n1 DET~ NO FF~ i~ ~ ERB 0 EXISTING REBAR DETAIL ~ 1 s 317 /
L84 N7T 23.08 MEAN HIGH WATER 84 9091 92 110 311 , , " LINE LOCATED p9 ~i 93 sa tOp F 318 X20 404 ~ EIS 0 EXISTING IRON STAKE 318 ~p tP / ~ NRB NEW REBAR SET
L85 S614 ~ "W 33.89 JULY, 2004 4 0~ e3 95 108 314 318 ~ ~ L86 11 W 82.84 PLATTED LINE a2 L98 318, JURISDICTIONAL Elp ~ ) Si4 321 - / ECM F ~ ? CONCRETE MONUMENT
, " 108 107 312.:313 32: L87 95.38 FROM M.C. 8, et .312.:313 323.. WETLAND ~ Fr AREA=0.60 ACRE ~ / - PK' Q PK NAIL 324 322 ~ ~ \ /
" ~ NON- ss 322 L88 S09'101 t W 40.55 PG. 50 464 ~ , " k 78 79 97 5104 311 310 311 / R/R 0 RAIL ROAD SPIKE 325.. 328 , ~ S 2 DIVISION ESTATE LAND OF 310 G, 2 •(P~~ i / R W p N.C. D.O.T. RIGHT-OF-W
L89 S20'S 16 W 123.79 JURISDICTIONAL v H ~ WETLANDS ~ ~0 L90 555'20'26"W 75.52 WETLAND N 7~ 9? 103 309 ~ .2 0 / JOHN E. FULFORD \ / AY MONUMENT 0 ' L191 18 ' J3 ~ 327 ~ k 9 / / ~ ~ ..MAP' CABINET 6, PAGE 130
L9i 28.21 AREA=5.97 ACRES ~s 72 L220 pp toe S89 5913 W ( 7 78 101 308 ~ 309 329 (TIE) 00~. 9 ~ i \ loot aos 's°~ 3~ , 6"E ~ ~ ~i` yG \ ~
L92 S56'10'39"W 50,18 `o L146 ~3 71 100 ~ 308 00 . ~ ~ ti .206 305 ~ ~ 0 ~ ~ G 203 08 ,n ~c
L93 S ' 5'49"W 55.96 L40 4e ~0 68 L227 203 ~ K s06 K N f ~ F \ ~ / 202., ^P / / ~
L94 91.25 < W 43 50ss 6 e~ L223 202 , "W a~ 42 44 47 0~ 6 2 201 L95 26.09 ~g'I 34 4s eybk e L225 21o 20 ~ '9 210 / \ / / 217
j L96 g '4 ' "W 31.24 L161 2s 40 4145 51 81 80 55 ~ L E ch` ~ NOTES: yG ~ ~ ~ A PORTION OF TRACT TWO APPEARS TO BE IN A FLOOD L2 8 ~ ~ to /
' L97 4' "W 40.80 1s 17 24 p7 3s 3738 O 51A L21 " 23 25 30 ~h L138 59 G~ ~ \ / ~ HA R ZA D ZONE. G / \
L98 "I ' W 15.76 < L176 iq (j 22 5 39`~ 53 L99 "W 27.71 ~ t5 6' 2s 3t 54 ~ ERB / ~ 404 Y 0 ~ / TOTAL ACREAGE OF WETLANDS= 7,71 ACRES ~ ~ 404 G \
, " ~ 13 b? 2t 33 L156 58 / ~JURISDICTI( 1100 S7 4 50 W 11.89 3A 20 32 57 L131 'C ' JURISDICTIONAL
L101 N 6' 4'43"W 249.94 ~ tt 12 t8 19 ~ C INETLAN 9 4 1o L156 ~ I y A~EA~0.04 WETLAND 9 / / ~ A~EA~0.04 ACRE
ti g~ L132' \ ~ r 5 sA J NON- 606 ~ N48 58 52' E \ \ W T y ~ \ ELAND DELINEATION BY. E G ~ LAND MANAGEMENT GROUP, INC.
~ y ~E C LL n w s WETLANDS , 50 44,32 (TIE) -y 3 8 L189 Q'i ~ ~ THIS IS NOT A 404 UNE ) ~ y
94 UNE V
i ~ ~ 2 1 419 L1 ~ / \ ~ ~ ,y EIP y / DIVISION ESTATE LAND OF ~ PLAT OF WETLAND DELINEATION FOR dD OF 9 GRID.. N:64692.47 R
y 0 r1n'SS'a~'E / /JOHN E. FIfLFORD \ 2 G ID N: 62512.496 D A GRID E: 2220427.580 F GRID E: 2219917.669
1z2a' (ne) ~ / MAP CABINET.6,~PAGE 130 / i 9 ~ / G 0 ' LATITUDE: 335531;887. :130 ~ F LATITUDE: 33.5510.362 LONGITUDE: -78'16'24:532° LONGITUDE: -78'16'30 771" SiIVEETWATER, L.LC
~ ~ \ .
- y / / ~n l i ~ F~ V MADE FROM MAP CABINET 30, PAGE 392, BRUNSWICK GRID N:64305,701 GRID N:62541;913 ,
~ / ~ / o ~ Qy do / / COUNTY REGISTRY, BRUNSWICK COUNTY, NORTH CAROLINA GRID E 2220325.769 GRID E:2220271.195 G AND EXISTING PHYSICAL EVIDENCE.
'A y LATITUDE. 33 55 28.069.' ~ LATITU DE. 33 5510,628 Y LONGITUDE: -78'16'25.774" LONGITUDE -7$'16 26.575'
0 / '~j G
L/ / Vl/ITHERS ~r RAVENEL GRID. N:63721.411 GRID N: 62288.702
/ C GRID. E: 2220223,191. n .GRID E2219807,494 BRUNSVI/ICK SURV . H EYING 0 LATITUDE, 35522.297:. 3 0 ATIT ~ L UDE. 33 55 08;157
LONGITUDE: -78'16.27.042 LONGITUDE: -78'16'32.098" 1027 SABBATH NOME RD., SW SUPPLY, NORTH CAROLINA 28462
127 l)7 TEL: [phone] FAX: [phone]
G 135A / ' 0 128 GRID N 63096.410 GRID N:62218.935 GRID E: 2219865.004 GRID E: 2220232.726 WWW.W~THERSRAVENEL.COM
0 136 ATITUDE' '1 :14 " L 33 55 6 2 0 LATITUDE: 33 55,07.436 '
137 V ' ri a a 135 ...138 ~6 (gs LONGITUDE: -78'16'31.346" LONGITUDE:.-7816'27.059° Cary Office: Wilmin ton Office: 111 MacKenan Drive 7040 Wri htsville Aveg Suit
'125 rn ~i ~ 139 Car NC 27511 9 e 101. Y. Wilmington, NC 2$403 GRID N:62712.805 GRID N: 61745,805 tei: 919-469-3340
~6~ tel: [phone] E GRID. E; 2220293.862 n GRID E: 2220000.239
124. 129 134 L53 m N 130 LATIT D' 1. 1 J ~ 200 0 0 U E. 33 55 2 3 6 0 LATIT 2 0 aoo UDE. 33 55 02.773. LONGITUDE: -78'16'26.291" - LONGITUDE: -78'i6'29.858" 1"= 200'
~ ~N N J SCALE FEET
O 132 133
318 319 THE SURVEY FOR THE LOCATION OF THE' DELINEATED WETLAND
N I ~ DESIGNATIONS AND ITEMS DEPICTED ON THIS MAP WERE CONDUCTED
m DETAIL 1 USING GPS AND CONVENTIONAL SURVEY METHODS. GPS LOCATED- POINTS WERE MEASURED TO SUB-METER ACCURACY USING DGPS
NOT TO SCALE SPECIFICATIONS IN THE CONUS NORTH: CAROLINA 3200 NAD 1983
3 i COORDINATE SYSTEM WITH TRIMBLE PATHFINDER PR0 XR XRS DGPS c 20 UNITS. Q O6, WITHERS & RAVENEL -
N BRUNSWICK SURVEYING THIS MAP WAS PREPARED SOLELY FOR THE LOCATION AND DEPICTION
i OF THE WETLAND AND'NON WETLAND AREAS AS DELINIATED BY SCALE: 1"= 200' DATE: 4-28-06
OTHERS ANO IS INTENDED TO MEET THE MINIMUM REQUIREMENTS FOR
Mo AV THE U.S. ARMY CORPS OF ENGINEERS PURSUANT TO SECTION 10 OF TOWNSHIP; LOCKW000 FOLLY FIELD BOOK: 678-21 THE RIVERS AND HARBORS ACT OF 1899 AND SECTION 404 OF THE
i CLEAN WATER ACT (CWA),
O ~ ~ COUNTY: BRUNSWICK FILE: 04203W
I ,a I ' STATE: .NORTH CAROLINA JOB NO,: 04-203
I
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i
COASTAL WETLAND LINE TABLE MEAN HIGH WATER LINE TABLE
LINE BEARING DISTANCE LINE BEARING DISTANCE
L7 N22'48'20"E 7,03 L97 55755'24"W 20.08 L2 '4 " 41.87 ! L9B 504'56'39"W 29.75
N20 28 6 E 9,49 L99 SZO'24'12"W 76.20 L3 N33'04 23 W 2
4 6.6 L100 S38'S2'52"w 9.78 ! L N88'17 51 E 2 2
L5 N14'34'20"E 30.72 L101 S59'14'06"W 29J4
L6 N62'24'12"W 19.85 1102 573'39'49"W 52.51
L7 N29'S6'30"E 14.19 L103 N79'54'08"W 97.85
L8 "W 13,45 L104 S68'49'10"W 45,82 N52 30 37 L105 N84'01'22"W 101.55 L9 N13'13'27"E 34.47 L106 N6T06'28"W 15.87
L10 N21'30'47"W 28.33 L107 1' 76.88 S8 50 08 W g0~ , Q.\~,5
L11 N32'0T09"W 45.42 L108 N82'46'28"W 63.47 ~ P~ PSG O\c,1,~y1
L12 N45'14'41"W 39.40 L109 N76'O6'11"W 56.93 C,pF, ~\Q o~~1
L13 N68'32'42"W 31,22 L110 N8T09'Ot"E 69.35 R\~ ~ G~'1
L14 N19'32'38"W 31.99 L111 N73'23'S0"E 20.59 L15 N35'38'16"E 26.54 L112 NOt'46'24"E 26.28 C• GOa'\P ~0. e~•0~\2 F P
! L16 N27 42'32"W 36.97 Li13 S81'20'16 E 34.02 ~ P\.`~
! L17 N24'45'54"W 15.a3 L114 N7$'55'38"E 57.29 5~
U8 N02'43'S8"E 32.85 L115 N65'03'07"E 30.49 'i
_ L19 N20'23'40"E 35.60 Lii6 N01'31'02"E 35.01
L20 i' 51.80 Lill N12'09'25"E 60.24 , N2 02 06 E L118 NOl'43'05"E 42.03 I L21 N45'19;28"E 41.96 Li19 N31'40'14"W 37.04
L22 N23'2458 E 63.67 U20 N21'26'OS"E 71.73
L23 N24'11'26'E 83.99 L121 N33'29'03"E 54.18
L24 Nit'40'44"W 25.18 L122 S88'56'S8"E 12.93
L25 N06'S8'27"W 16.17 L123 N45'06'40"E 46.43
L26 N24'44'13"W 28.18 U24 N04'49'32"W 51.64 L27 N70'24'13"W 16.87 L125 N52'S0'42"W 16.65
L28 54727'26"yy 10,13 L126 N33'S4'05"W $5.55
~ L29 570'42'56"W 66,33 U27 N20'Oi'14"W 79.51
L30 N15'08'34"W 15.38 L128 N42'a3'S5"W 73.24
L31 N51'S3'26"E 57.81 L129 N06'S3'09"E 50.35
L32 39,71 L130 N46'46'47"W 42.10 N4T49 47 E ~ L33 N19'3T41"E 26.69 L131 N70'30'SB"W 90.87
L34 N12'08'09"E 39.04 L132 N1T21'i6"yy 47.51
L35 N48'S6'S6"E 29.65 L133 N35'14'00"E 47A6 L134 N66'27'39"E 28.03 1j26
L36 N71'30'29"W 38.67 ~ ^ti 1~~
L37 N81'38'S6"W 31.94 L135 553'41'16"E 30.60 L3 15.17 L136 S00;57'32"E 11.10 8 S68'32'05"W U37 N8153'S2"E 19.46 ~ ^ tiC 1l o
L39 N84'Ot'04"W 25.45 L138 38.37 R/W ~
N50'•18 46 E L40 N70'39'39"W 33.92 Li39 N08'S2'18"E 41.18 N= 65 225,331 ~~i"~ ~ ~y
L41 N72'24'31"W 30.69 L140 S6T41'2 "W 38.48 E=2,219,928.866' \ \ 00'~ ~ o _ 1129
~ l42 S80'11'46"E 14.71 L141 N42'S8'31"W 28.20 / 'C ~ ~ ' o
L43 $52'1706"E 12.72 L142 N03'24'17"W 42.77 L44 N57'00'31"E 8.12 L143 N09'12'23"E 65.02 ~ \ \ ~ ~ ERB ~ ? Q Tt37 h
L45 S69'30'49"E 30.06 U44 N44'15'01"E 40,82 \ \ , ~'s ~ 1139 NC 13D , \ \ ~ \ \ ~ EIP 6~ ~ x
L46 S84'3T18"E 21.42 L145 N21'40'15°E 68.33 ~ ~'C \ / %i y ~ SITE w
L146 N33'53'23"E 58.62 L47 N86'17'01"E 36.18 Li 47 4'0705"E 44.35 \ N= 65,053.005' 1s-•- ERB\ S o \ ~E=2220109,901'` ~ \ BRACT EIP ~ HOLOEN
L48 S54 47'50"E 24.00 N2 \ ~ y y ONE ~ 8~% ~ ~ BEACH, Nc
L49 N59'46'48"E 29.14 U48 N04'56'03"E 52.13 L50 S35'49'33"E 17.93 L149 N25'10'47"W 33,57 ,'tom \ 'C~ \ L~ \ EIP ~p 1.18 'A?- \ \ , ~ \ \ ~ ' \ \ E ACRES ` ~ AnANnc
i L51 S1 '06'36"yy 103,90 L150 N16'12'11"W 24.84 8 L151 N46'5T55"E 20.37 \ ~ \ \ VICINITY MAP NOT TO SCALEDCEAN 'C ~ \ ~ g P~ \ / ~
L52 S31'50'21"W 41.41 L152 N17'45'4 "W 36.76 \ \ ~ \ ~ ~~P ~ \ ,EIP ~ / / I \ ,`,P'(/~ \ 9 / NOR1H CAROLINA
L53 S05'43'28"E 48.91 Lt53 7 '4 "W 38,01 / / \ , ~ \ ~j \ ~0 / / BRUNSWICK ~ \ \ ~ / / COUNTY ~ i~ \ / ~ \ EIP ~ / / 1, GARY L. GURCANUS, CERTIFY THAT THIS PLAT WAS ORAVAQ UNDER MY
L54 1" 40.69 N60 6 5 N79'362 E U54 N43'36'20"W 38.92 L55 S10'13'30"E 31.23 , ~ ~ ~ ~ ~ ~ ~ ~ i ~ \ / , ~ \ A a9 / / w SUPERVISION FROM AN ACTUAL SURYEY MADE UNDER MY SUPERVISION,
TROY A. CAISON H L56 S29'43'29"E 41.10 MAP CABINET 10, PAf A. CAISON HEIRS ~ ~ \ , \ .a _ T 10 PAGE 81 ~ ~ ~ ~ ~ 1.r 't EIR p~ NON WETLANDS ERB / N= 65,559.333' DESCPoBTlON RECORDED IN _ MAP CABINET 30,, PAGE 392 THAT THE ~ABINE ~ / ~ ~ ~ ~ , ~ S ERROR OF CLOSURE AS CALCULATED BY COMPUTER IS I +10,000 I
L57 559'4757"W 26.25 ~ ~ ~ \ / E=2,220,707.684' / ~ ~ \ , / ~ ~ ~ \ ~ / ~ \EIP / 111„~ THAT THE BOUNDARIES NOT SURVEYED ARE SHOWN AS 9ROKEN LINES,
L58 S80'40'43"W 16:65 / / \ , , / ~ \ ~ ~ ~ ~ \ ,~N ~~J/ PLOTTED FROM INFORMATION REFERENCED, THAT THIS PLAT WAS \ \ k ~ \ ~ ~ \ ~ \EIP q\~~ O~cP ~ BILL E, LANE et ux C+AA ~ REPARED IN ACCORDANCE MATH GS. 47-30 AS AMENpED. NITNESS
l59 S05'49'15"w 26.14 L60 S49'4T09"E 11,70 INTERSECTION 01 CENTERLINE OF ~ \ ~ / \ ~ ~ ` 9~ , l , h ~(~,.....h.0( N \ y . \ ~ / ~ ~ j 9¢ ~•"~`T ~a ~ D.B. 930, PG. 101 Q.+~.' SS! ORIGINAL SIGNATURE, REGISTRATION NUMBER A D SEAL THlS
L61 S33'26'41"yy 14.89 CENTERLINE OF NTERSECTION OF CREEK LOCATED , / \ \ , TUSCARORA VILLAGE \ , ^ ~ ~ , , , k~,9• ,50 ~ ~ ~.OFE Did •t ~Btn DAY OF ~NE_______, A.D., zD . ..ENTERLINE OF CREEK JULY, 2004 ~ ^ \ ~M`AP CABINET 10, PA~E 93~ ~ i ~ ~ ~ ~ ~ ; 404 I h6 ! + ~ %@ ~ ti
L62 S51'46'26"E 37.16 AND EDGE OF M AND EDGE OF MARSH ~ \ y~ ~ \ ~i~ i~ ~ pad' \ ~ 1"~ ' •a
BOTH LOCATED L63 S44'29'39"W 13,45 30TH LOCATED ~ \ \ ~ ~ \ \ ~ \ \ ~ ~ 0~ / c , 1~ / k8414 GAS L c sGANUS, a:L,s. JULY, 2004 \ i~ \ 1 yi i , 1' 0'S~' MANDY L. LANE / , ~ ~QSTRATI N NUMBER L-3A74 A y ~ ~ { \ h ~ \ ~ ~ ~ ~ •0~~ 404 ~ D.B. 930, PG. 111 / ~ ~ oR STAMP
L64 °W 9.88 JULY, 2004 555 22 26
L65 N71'o3'15"w 25.25 ~
L66 S14'40'50"E 20,57 'tu~r \ i ~Y\ \ i y ~ ~ \ ~ ~ "•V ~ 7~r REVIEW OFFICER'S CERTIFICATE _ . EIP ~ 404 GU
1 L67 S71'42'35°W 28.08 B ' k V , ~S _ ~ ' \ ~ ill \ JURISDICTIONAL ~I~~~i~4 STATE OF NORTH CAROLINA \ \ ~ \ EIP
L68 S13'S3'56"E 27,32 ' . ~ \ COUNTY OF L2 ~ NoN- ~ ~ ~ \ WETLAND ~ EIP \ / ~ ~ r WETLANDS ~ _ ~ \
L69 554'55'47"W 13.79 / r \ / 6 RE~1EW OFFICER OF
' 31.92 L70 533.58 20 E ~ L71 S671610 W 42.94 / / l13 N ~ ~ L9 1' NON-W T A / \ ! COUNTY, CERTIFY THAT THE MAP OR PLAT TO Wi~ICH THIS CERTtFICAT10N IS ~ `4Q4-. \ E L NDS / \ ! AfFIXEO MEETS ALl STATUTORY REQUIREMENTS FOR RECORDING. COASTAL'
L72 50741'25"E 19.18 - - l13 N , YJETLAND LINE \ \EIP / / ~ \ / , _ ~]S LOCATED 'i ~ \ / / \ Y REVEW OFFICER--------------
, - - ~1S L73 N5T31'04'E 15.78 _ „ ~ 404 , 404 ~ duLY. 2ooa / \ ! / /n\ /
L74 S86 58'53"E 37.77 C ~\k4 ~ ~ ; r~ ~ ~ FIELD VERIFIED / i ~ / / / ~ ~f eY DcM s-s-os TRACT \ / / / / \ / DATE I, W / 9 ~ / /
L75 S04'44'31"E 33,30 i T 0 / / \2 / / COASTAL 32.97 0?^ \ \ ! / / / / LYNDON L. HOLDEN
us '4 "w 36A1 L133 ~\h ~1A5 _ _ "COASTAL N77 53 0 ~ ~ ,i „METLAND UI L77 S78'41 56 W 6822 L23 L20 LOCATED I ~ INLAND LINE 92 \ ~ \ ~ N '0 ' ATED ACRES 3'E \ \ \ / / ) S ~ / / 0.8. 594, PG. 989 LEGE D, LOC .oa A ~ ~C' ~ / / / \ ~ \ / / EIP 0 EXISTING IRON PIPE (FOUND)
MEAN HIGH WATER ~ n JULY, 2004 j L78 S54'23'00"W 44,21 n JULY, 2004 ~p8 ~ , 9~\~~ / ~,FFT~ !r / \ ERB 4 EXISTING REBAR (FOUND)
L79 37,73 ~ LINE LOCATED ~ NON- ;i VERIFI S68'25 59 E JULY 2004 ~ ~ • T AND ~ ~ BY DCM 6- FIELD MERIFI6D ~ ~ / , \ \ ! \ EIS O EXISTING IRON STAKE (FOUND)
L80 S04'5411 W 16.01 l37 ` ~ L S , , NON WETLANDS. \ / ~S\ \ / / \ / \ NRB O NEW REBAR (SET}
L81 S08'28' 2"E 40.47 4 '•404'. L82 S40'20~41 E 43~ ~ PLATTED LINE / \ i ~ / / ~ \ / \ ECM Q EXISTING CONCRETE MONUMENT (FOUND EIP v ~ ~ ~ ~ F\ ~ ~ ~ / / \ ~ ) \ V ~ i v PK a PK NAIL t
L83 S10'08 26 E 15.00 FROM M.C. 8, D ` ,.,4 JURISDICTIONAL ~ ~ / \ / I'\ \ ~ ~ \ ~ \ / / \ R/R 0 RAIL ROAD SPIKE
L84 30.52 PG. 50 ~ 7 NON- ` ti N5T26 21 E ~ti io ss WETLANDS \ / DIVISION ESTATE LAND OF \ 1, ~ WETLAND ~ It\El V~\ ~ / ~ Sid \ ~ ~ / / \ R/W N.C. D.O.T. RIGHT-OF-WAY MONUMENT 22 ~P \ ~ ~ / a+~ JOHN E. FULFORD v v / / v I.i ~ ~ 4 I T
L85 S81'S2'15"E 29.19 ~ ss ~0 \ \ 40 JURISD C ZONAL WETLANDS ' 5~~' ~ \ ~ \ / / / 9\ MAP CABINET 6, PAGE 130' \ \ ~ / \ \ ;
L86 S7T5544;~E 34,56 404 ' L47 40~ 22.39 ~ 88 ~ ~ 404 ~ p0 ~ ~ , g \y \ i a \
L87 S4T26 22 E ~ ~ L88 S09'10'46"E 21.91 \ ~ ~p 64 FROM FLAG y60 .
„ a < 12 s i L89 S60'11 35 W 20.73 ~ 0 FLAG X171 ~ \ s~ ~ THE COASTAL ~ 1, \ \ „ i \ ~ \ \ f \ \ ~ \ i , \ \ ~ NOTES;
L90 N80' 711"W 40.34 \ so sz L51, , WETLAND LINE ~ ' V \ ~ \ ~ \ / \ ~ / \ \ , ~ \ \ THE COASTAL WETLAND LINE WAS FIELD VERIFIED BY
I L91 N78'1 '22"W 41.24 \ 404 ' ` 404 ~ WAS LOCATED \ i 2 \ L72 JUNE, 2006 \ r. ~ z ~ \ \ ~ \ G X \ / ~ ~ \ \ I DCM 6-6-06. j. \ \ \ ~ \ h FC \ ~ \
~ L92 S31 43 30 W 5.85 ~ COASTAL ! 404 ~ WETLAND LINE ~ -r~~ ~ ~ \ L93 S7T25 42 E \ \ ~ 74,93 ~ L8~ N ~ AND 404 LINE L ~ \ i \ II.~ , WETLAND DELINEATION BY: LAND MANAGEMENT GROUP, IN~. V~ V ~ , ~ \ V A i V A \ ~ ( / v ~ ~ / \ v~ f9 `I" ?I 'MEAN NIGH WATER WAS DETERMINED BY ELEVATION OF
l94 S89'09~21'E 32,04 \ C,~ ~ RUNS TOGETHER ' ERB ~ \ 404 404 \ ~ \ \ ~x \ \ \ ~ ~ / ~ \ ~ \ / \ 2.9 FEET, DATUM N.G.V.D. 1929.
L95 '59'47"E 43,75 9 \ pcr ~ NON- , JU ISOICTION N69 \ L67 / \ YVETLAND \JU LSOICTIONAL ~ \ \'A \ \ \ ~ \ ~ ~ / \ ^ \ / \ ~ \ \ ~ \ ~ ~ \ / / \ \ / \ A PORTION OF TRACT TWO APPEARS TO BE IN A FLOOD
L96 S7T59'47"W 17.24 ~ ASTA WETLANDS \ ~i Y \ \ 9 \ CO L \ WETLAND \ \ \ 9 ~ \ \ ~ ~ \ i ~ / \ HAZARD ZONE, \ \ .a ~ \ \ ~ \ \ \ / \
~i \ WETLAND LINE y.5~) / ~ \ \ \ / : \ f AND 404 LINE 6~ i \ \ \ \ ~ ~ \ \ \ h~ \tiG~ \ v \ \ y
G ~ \ ~ ~ RUNS .TOGETHER 50~ i / ~ \ \ y' \ y h~ V y ~kV A A v~ v Y
\ <'0 i \ i \ \ w .c \ \ 0 \ti \ \ ~k \ \ \ ~ {:,J; PLAT OF COASTAL WETLAND AND
'A 'p \ d ~ EIP \ i x ~ \ \ \ ~ \ , \ , DIVISION ESTATE LAND OF \ \9 V A~0A \ V A ~ il;=' MEAN HIGH WATER DELINEATION FOR I OF \ ~ A 9 ~ V A V ~ ~ GRID N: 63150.719 rl ir; ~,I
~ ~ ~ ~ ~ \ \ , ' JOHN E. FULFORD ~ V A~ V A A y~ A GRID E:2219724,500' \ h 2 \ Q LATITUDE: 33'5516.689"
9 p L96 ~ ~ i i 'MAP CABINET 6, PAGE 130\\ \ / '~9 E \~a / , / ~ h 130 \ ` , \G \ \ . ` ~ SWEETWATER, LLC ~h F \ \ ~y LONGITUDE: -781633,008
\ \ \ \ \ \ i'~ \ V ~ MADE FROM MAP CABINET 30, PAGE 392, BRUNSWICK
\ yY ~ \ o\ \ \ \ \ \ GRID N:62958.035' COUNTY REGISTRY, BRUNSWICK COUNTY, NORTH CAROLINA
\ ~y \ \ tia \ \ \ \ ~ B GRID E: 2219666.848' ANp EXISTING PHYSICAL EVIDENCE. ~ O LATITUDE: 3 ' 514.787" 35
~a ~ ~ \ 9~ \ \ \ \ \ \ y, \ \ \ i> LONGITUD : -7 '16'33.709" \ \ y E 8
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0 \ F \ v' \ \ ~ \ y' GRID N:62499,38a' , GRID E:2219s92.540 ~ ' BRUNSWICK SURVEYING
/ ~ \ ~ ~ © ATITU '1 .249" , L DE 3355 0 1027 SABBATH HOME RD., SW LONGITUDE: -78'16'33.444" SUPPLY, NORTH CAROLINA 28462
/ / ~ ~ TEL: [phone] FAX: [phone]
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a \ 0 N ~ / \ ~ GRID E: 2219856,191' ~D LATITUDE: 33'55' 07.880"
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i. Cary, NC 27511 Wilmington, NC 28403
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45 PROPOSED SPOT ELEVATION ®GRADE \ , 1 / t ' \ N d wqY w - \ \ x x
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46.0 PROPOSED SPOT ELEVATION ®TOP OF CURB/WALK \ ~ My~ ~ ~ \ ~ k
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PROPOSED STORM DRAIN ~ ' , ~ y ~ R ~ b I o ~
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DA/CL DA/CL PROPOSED CONSTRUCTION LIMITS cA15oN ~ 1 CABINET ~ 1 MAP I 0 \ M • ~ fN
. , . 10, PAGE 8 • PROPOSED CONCRETE SIDEWALK 1 po ~Nr ;..kti M ~ I y ~ 88 ~ \ ~ ~ \ g D ' ' d M pp~ / Q
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PROPOSED CURB INLET w EROSION CONTROL 1 MFA NN~NG ° / W N 1 q rER N~~h NNE ~o ~h ~ , ~ ~ q rFR Gh R / NG ~ ~ CC ~ ` / ~ ~ \ CAN
100sf PROPOSED INTERIOR LANDSCAPE ISLAND s/ S.F. 1 ~fNF 9
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HANDICAP ACCESSIBLE PARKING SPACE 1 ~ s, eRrF < ~ < Q
NEW PAVEMENT 6 ~ / o 1N V ~
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WATER HOUSE CONNECTION t~N q( e NE F ~ ~ ~ 1...~ f 2 e (o wF coo of of ~ ~ • ~ . ~ / ~ , ~4> qni s ~ ~ ~ DES, JPN • , s,,,,~,~, r .r 4 b
C04 Cq ~Cq qrf MAR CRF ~ v ~ s "''"~:;~,,~`!y ( Q a . F rFO No o ~ sh ek ' s ~ ,x; k . o~ N~ 1 r ~E ~ ~ s A (s .,r;,,~ F , ; ~ ~ ~h ~ N h (Y h ~ . ~ ~ ~ I ( cKD, JST
NOTES: S SEWER HOUSE CONNECTION 1. NCDOT PERMITS ARE RE UIRED FOR ACCESS. 0 M ~ ~ ~ _ t, ~ ~ 1 s, FR oo f ,r: ~ ~ . : , . 6. IFy 4 ~ ah - , .
. , TEMPORARY DIVERSION DITCH 2 ~ (S8 ~ ~ Dq ~ ~ Q, DRWN.
2. IMPERVIOUS SURFACE AREA WILL EXCEED 25% OF SITE AREA. ~ L 4g ~ MA BUFFS a ~ ~ , ,L~ r / ~ DATE 4 18 06
EXISTING WETLANDS 3. COUNTY AND STATE STORMWATER PERMITS AND STATE SEDIMENT ~ GA V
AND EROSION CONTROL PERMITS MUST BE OBTAINED PRIOR TO ANY ~ ~ 75' LAMA B ~ ~ . • . s
- - - - - COASTAL MARSH LINE DISTURBANCE. NO NATURAL DRAINAGE AREAS SHALL BE CLOSED OFF \ I ~ ~ /
OR DISTURBED BEFORE OBTAINING PERMITS. - - • - - - - CAMA BUFFER LINE ~ ~ G1 R L52 x ~j o`
(1N N h~~ o ~ Q- ~*.0 SSlp
404 WETLANDS LINE 4. ALL WATER AND SEWER WIl1 BE BUILT TO COUNTY SPECIFICATIONS. ~ . . r • . ~ . • ~ • . ~ ~ f ~0 h W ~ - ~ ~ ~ ~ NG y Cq q r f ! X39 ~ ~ ~ ~ R V
MHW -MHW MEAN HIGH WATER LINE (MEAN HIGH WATER 5. ALL ROOF DRAINAGE SHALL BE DIRECTED TO THE STORM DRAINAGE o ~ 2404 ~ ti ~
LINE & PROPERTY LINE COINCIDE SYSTEM THAT DRAINS TO THE INFILITRATION BASIN. ~ ~ ~ ~ ,
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a I \ I 0 ~c~ P-- A ~ ~ rR Rq / / ~ .i
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T~ R I N / G T ~ e o C N ~ ~ ^ 'bv
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N ~ ~ / E ~ T ~ ~ E Op M , N q ~ ~1/
R \ \ i OF k l ~ E ~ ~ ~ ~ ~ ~ 2( Sr0 / p M ~ ~ U ~sF U Wqr ~
E R ~ , / / W N \ ~ D R ~ / s ~b i~ I q~c~ ~q ~ / ~ ~
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i ~ i / , / ~ S ~ /pp ~ ~ ~Z
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M NO l qp RT \ \ i C / ~ ~ ~ ~ ~ S E~ ..3...,,' ~ O c
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,3 / \ i o pq ~ / i i ~ ~ i t ( / ~ ~ s ~
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3g ~ / ? ~ ~ ~2 S/( / 1 ~ ~ a 1 ' / N / T ~ z i Rt J ~ 00 i ~
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STORMWATER STRUCTURES ~ l 1 i~. ~ C1 Q r A, Tr ~ . 1 1
~,~,r~r ~ _ i
JIItUI:IUtCt IUI' UC l+tcAlt IIVVLICI \
CURB INLET 1 31.75 28.85 ~C / / ~ ~ ~ ~ ] 4~ d.
IN 2 31.75 28.75 ~ I LEGEND cuRe LEr CURB INLET 3 29.45 26.45 ~ I / ~ J W N
- - - - - - - PROPERTY LINE CURB INLET 4 29.45 26.55 \ Q: i 1 ~
CURB INLET 5 22.75 19.85 ~ I - - - - RIGHT OF WAY CURB INLET 6 22.75 19.75 ~ I ~ Z ~ / ~ ~ 1 ~ d i
- - - - - - -as EXISTING CONTOUR CURB INLET 7 22.75 19.85 ~ ~ ~ ' Y D
CURB INLET 8 22.75 19.75 I PROPOSED CONTOUR UR INLET 9 21.40 18.90 ~ C B E'' i ``~T ' Q CD
45 .PROPOSED SPOT ELEVATION @ GRADE CURB INLET 10 21,40 18.80 ~ / ~ ~ -
ATION @ TOP OF CURB WALK CURB INLET 11 22.00 19.10 'i r i r - ~ \ r~ ~ N J I ~ I ;
46.0 PROPOSED SPOT ELEV / 18 70 CURB INLET 12 22,00
_..._.__~___.__.___..___..OR~ ~ ~ EXISTING STORM DRAIN CURB INLET 13 21.00 18.50 S ~ C / ~ Q`
CURB INLET 14 19.95 17.45 I PROPOSED STORM DRAIN CURB INLET 15 19.95 17.40 I ~ ~ O - ~ ~ - - - c, / L ~I ~ ;
SWFM PROPOSED STORM WATER FORCE MAIN CURB INLET 18 16,00 13.50 ~ p ~ `~o Q ~ I ~ d N
CURB INLET 11 17.80 15.30 / C • 9 i 0 ~I I , ~ ~ ~ ~ ~ ~ r ~ ~ \ ~
- SS EXISTING SANITARY SEWER CURB INLET 18 17.50 13.30 N ~ 1, , T / G
SS PROPOSED SANITARY SEWER CURB INLET 19 18.22 13.72 CURB INLET 20 18.22 13.65 E ~ ~ \ 3 ~
W W EXISTING WATER CURB INLET 21 14.00 11.50 ~ ~ ~ d I ~ ~ ~ 9 r ~
WATER CURB INLET 22 14,00 11.00 W W PROPOSED /
CURB INLET 23 11.00 8.50 ~ `
SSFM PROPOSED SANITARY SEWER FORCEMAIN CURB INLET 24 10.50 8.00 ~t~,
CURB INLET 25 14.50 12.00 TSF TEMPORARY SILT FENCE CURB INLET 2fi 11.55 9.05 \ I b I ~s _ _ I r a £F ROC sw ~ \ TO
7 11.55 8.90 PROPOSED WATER EASEMENT CURB INLET 2 ~ ql( I \ ~ 1 I r
CURB INLET 28 12.50 8.50 \ y I S Re
DA/CL DA/CL PROPOSED CONSTRUCTION LIMITS CURB INLET 29 8.50 5.50 \ ~ F rOR MF ~N '~W
. CURB INLET 30 7.75 5.25 PROPOSED CONCRETE SIDEWALK CURB INLET 31 7.75 5.20 / _ ` y N R C qR R9 pl
CURB INLET 32 7.75 5.25 / I ; ~ ~WqY ~
PROPOSED CURB INLET w/ EROSION CONTROL CURB INLET 33 7.75 5.20 cs? ~ ~ o ~ h
100sf PROPOSED INTERIOR LANDSCAPE ISLAND s/ S.F. CURB INLET 34 9.00 6.00
CURB INLET 35 8.50 6.00 ~ ~ ~ a / ` 9
HANDICAP ACCESSIBLE PARKING SPACE CURB INLET 36 8.50 5.95 CURB INLET 37 8.50 5.90 i ?i_1
NEW PAVEMENT CURB INLET 38 8.00 5.05 ~ ~ ~ \
CURB INLET 39 8.00 5.00 I ~1 c~' ~.A ~ 500
WATER HOUSE CONNECTION CURB INLET 40 7.00 4.50 NOTE: / ~ ~ ~ ' A ~ ~ ~ DES. JPN
CURB INL~ 41 7.75 5.25 ALL ROOF DRAINAGE SHALL BE \ ~ ~ ~
CURB INLET 42 7.75 5.20 S SEWER HOUSE CONNECTION DIRECTED TO THE STORM DRAINAGE CURB INLET 43 7.75 5.25 ~ ~ , ~ ~ ` cKO. JST
~ ; ~ ; , TEMPORARY DNERSION DITCH CURB INLET 44 7.75 5.20 SYSTEM THAT DRAINS TO THE ~ ~ 1 ` C( V 1$
CURB INLET 45 s.00 5.1o INFILTRATION BASIN. ' ~ ~ ~ V oo DRWN.
EXISTING WETLANDS CURB INLET 46 8,00 5.05 ~ ~ , DATE 4 18/06
CURB INLET 47 8.00 5.50 CURB INLET 48 5.00 5.00
COASTAL MARSH LINE '~,N ~ ~ ~
- • - - • - • - ~ - CAMA BUFFER LINE SDMH 1 TOP TO GRADE 28.80 \ ~ , ~ieA6~111111f1/p~,,
SOMH 2 TOP TO GRADE 23.00
- • • - • • - • • - • • - 404 WETLANDS LINE SDMH 3 TOP TO GRADE 19.20 0 S5t ~ ~ .o 0 ....5
MHW MHW MEAN HIGH WATER LINE (MEAN HIGH WATER SD!dH 4 TOP TO GRADE 7.80 a ~ ~
LINE & PROPERTY LINE COINCIDE SUMH 5 TOP TO GRADE 5.10 SDMH 8 TOP TO GRADE 5.15 ~
\ ~ 6
DROP INLET 1 18.80 15.00 ~ ~ ~ p , ti ~.A
DROP INLET 2 17.00 14.00 DROP INLET 3 14.00 8.30 i LtP
DROP INLET 4 10.50 7.50 ~t ~ ~ ~ , tiii~ . ~ ~ DA/ IMH11111
i \ ~ r~ rr=~,.
11 1
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0 50 100 150 5 NIA ~A ~.T W

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~ ~ ~ ~ A .l+i• J ' r ,a r ~i ~M-. E ~ fC ~ "r k~µ3`Y 43 ~ (~~A¦ / ~ ~ 1. A ~ ' ~ ~ 7~
'R kb,. ~.k. i yC ~ Iii.:, ~ / \ ~ / " / j ,1 t ~ v ~ ~ a ~b ~d (0 Cfl ; ,l ~ o ~ ~ ~ ~ ~ Q-
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d, ~ ~ ~ r' G~' bQ ~ P7 i~ U ~ ti : ~l H„ ~ ~ x,~ 9 a
~ o r, . ~ ~ ~ ~ ~ ~ y 38 • l 0 ~ a o k ~ a ~ ~ ~ ~
~ ~ f T ~ 1 N( ~ ~ ~ ~ ~ d ~ ~ ~ M a ~ d
F / 1 M. }k h I : ti UR B ~ _ c
l- .1 \ ~ E ~ ~ ~ - 0 mss' ~ ~ ~ ~t c r 1 E7 - ~ a ~ , W C~
~ ~ C ~ - ~ ~ ~ 10 L: n ~ ~ ~ ~ ~ ~ ~ i ! ~ DO 4 1 0 b~ Z 10, A ~36 , o o a ~ ~ < t` ~ ~ N~ ~ ~ ~ O -
' J ~ ~ ~ ~a~ ~ ~ %'ti ~ I
/ P(~n\`d ~ ~ ~ ~T _A / ~l ~ 1 GA 1 ~ r l ! ~ ' / ~ S~ I n ~ ~ ~ V _ ~ LL 0
U l` ' / / I/ "SDI r, ~ c~ ~ J• ~ r..\ `ti. I i
n ,l ~ ~ ~ k ~ ~~~,r MH o s
~ ~ ~ e~; , , ~ ~ ~ ~ y J " r,-- A, A ,0,0 ~'e c~ ~ ~ ' j' g C d a ~ ~
V ! / y o- ~ 00
o ~ ~ d r \ E ~ a i 0
T ey S ~ \ ~ \ ~
P r0 h - , s \ c \ AMP •3 S P R,y \ ~ - U OF o s w ~ , \ ~ ~ ~ N ~ - ~ q r Z I^/ F dq ~ , 1 V \
n4gp R4 p R ~ I N S q MPO ~cr r~o ~ ~ #3 ~o / ~aa N T G R F N ~
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S ~ ~ ~ U STORMWATER STRUCTURES i v ~s ~~r ~ S ~ Re ~ ~ T ~ ~ r~ 8 C~ l V l.L
N ~ STRUCTURE TOP OF GRATE INVERT ~ , ~ Q F ~ • 6"- 4 N i ~ ~ , ~7
V J CURB INLET 1 31.75 28.85 ~ ~ ~ ~ r! E C ~ ) ~ / W C 4 q q ~ ~ o• ~ P • C b q / ~ V ~ NJ ~ R P
CURB INLET 2 31.75 28.75 T ~ ~ ~ a ~ : ; 8 E D - A /HA c r i" CURB INLET 3 29.45 26.45 ~ ~ ~ ~ ~ r - U t ~
~ ~ J ~ ~ ~ ~ " D U w ~ ~ e P ~ CURB INLET 4 29.45 26.55 ~ C _ C, # \ ~ ~ _ ~ _ N T ~ i ~ ~ 0
6 E \ ~ \ \ / CURB INLET 5 22.75 19,85 ~ 6 ~ \ v ~7`I~,, fin„ ~ ~ ht / d/f,~ i J , TQ ~ y
~ 1 ~ CURB INLET 6 22.75 19.75 ~ Sr v ' ~ ~I. 6 0 ~ \ ~ r / ~ s7o ,
LEGEND \ R ~ CURB INLET 7 22.75 19.85 P M r a d \ ~ ~Mp Wqr - • ~ f r,-, ~ . ,c Mp q~ ~ N _ R
1 .7 ` " A r CURB INLET 8 22.75 9 5 ~ ER ! ~ - ~ - ~ PROPERTY LINE Srgr ~ ~C, CURB INLET 9 21.40 18.90 ~V SON y ~ \ ~ ~ ~x STq ~ ~ ~ ~ ,
CURB INLET 10 21.40 18.80 - - - - RIGHT OF WAY ~ ~ #4 ~ ~ s ~ ~ , n~/cl, 6 . - i;., ~ A
~ ~ . CURB INLET 11 22.00 19.10 ' • ~ d • ' ~ - - - -45- - - ~ 9_ r~ EXISTING CONTOUR ~ ~ ~ ~~1. A \ ~ d~ ~ ~ ~ti ,
CURB INLET 12 22.00 18.70 ` ~ ~t V ~ r / / t ~ ,L ~ ~
L ~ L • \ CURB INLET 13 21.00 18.50 PROPOSED CONTOUR \ ~A CURB INLET 14 19.95 17.45 45 ~ ; _ ' - Lf < ~
Q---~ PROPOSED SPOT ELEVATION ~ GRADE • , , , CURB INLET 15 19.95 17.40 SO ~ r, > ~ ~ ,y ~ ~ ' . ~v ' ~ O ti
CURB INLET 16 16.00 13.50 46.0 PROPOSED SPOT ELEVATION ®TOP OF CURB ALK SwA RGE?' ;.4-~. • /W CF q ' , ~ ~ ~y
CURB INLET 17 17.80 15.30 By n~F . OR ~ ~ ~ EXISTING STORM DRAIN ~p ~ „ Gw ~ , k
CURB INLET 18 17.50 13.30 ~ ~ '4SS r ~ ~ ' - W L ~ o ~ ; :
CURB INLET 19 16.22 13.72 / ~ ~ - ~ ~ A PROPOSED STORM DRAIN NSF AMA ~ " CURB INLET 20 16.22 13.65 Rl' r 0 ~ C C ~ 4 r ~ ~ F r/V q
4.3 R4p R4Ry C~ ~1 CURB INLET 21 14.00 11.50 SWFM PROPOSED STORM WATER FORCE MAIN ~ 0 #4 S/ ~ ~ MHW ~ ~ . , e F ~T N 4 z , c~, ~ ~ ~ VFR pqS _ i , T
(T CURB INLET 22 14.00 11.00 SS EXISTING SANITARY SEWER 4, ~ , g 4 ~ ~ i ~ n ti r~
CURB INLET 23 11.00 8.50 ~ ~ ~ ~
CURB INLET 24 10.50 8.00 SS PROPOSED SANITARY S ER ~ EW CURB INLET 25 14.50 12.00 W W EXISTING WAT - - GA ~ ' . \ SF'/
CURB INLET 26 11.55 9.05 ER - F F ER w ~ ~ DA/CL
~ CURB INLET 27 11.55 8.90 W W PROPOSED WATER 'p ~ ~ ,p,; . 8 'S- MA ~ . , ,may CA , 5 ~v ~ _
CURB INLET 28 12.50 8.50
SSFM PROPOSED SANITARY ~ CURB INLET 29 8.50 5.50 SEWER FORCEMAIN ~ \ s ~
CURB INLET 30 7.75 5.25 TSF TEMPORARY SILT FENCE - CURB INLET 31 7.75 5.20 ~ ~ \ - ~
~ ~ ~ ~ CURB INLET 32 7.75 5.25 PROPOSED WATER EASEMENT W 4 ,t.:.---- ~ DES. JPN ~ ~ ~ 3
CURB INLET 33 7.75 5.20 DA/CL DA/CL PROPOSED CONSTRUCTION LIMITS cKD. J5T M ~ C ~ z
CURB INLET 34 9.00 6.00 ~ ~ ~ ~ q / U ~ , C ~ , . , s DRwN.
CURB INLET 35 8.50 6.00 ' ~ ~ ~ : ' • ' ` ~ PROPO ~ . SED CONCRETE SIDEWALK ~,n / N G
CURB INLET 36 8.50 5.95 CURB INLET 37 8.50 5.90 PROPOSED CURB INLET w/ EROSION CONTROL N ~ , ~ Da,~ 4 18 06 ~ 0 W ~
CURB INLET 38 8.00 5.05 q 1~ ~ - L T Y q T ~ R F 2 0
R IN 3 .0 100sf PROPOSED INTERIOR LANDSCAPE IS CUB LET 9 8 0 5.00 LAND s/ S.F. 0 0 ' ~ G~ Muu~ur
CURB INLET 40 7.00 4.50 \ N
CURB INLET 41 7.75 5.25 HANDICAP ACCESSIBLE PARKING SPACE CURB INLET 42 7.75 5.20 NEW PAVEMENT ! ~J I . _ ~ ~ E
CURB INLET 43 7.75 5.25 ~ ~ _ ~ ~ •
CURB INLET 44 7.75 5.20 ~ ~ _ ~ r 1/ • Y
CURB INLET 45 8.00 5.10 W WATER HOUSE CONNECTION ~ ~ I VVV ~1
CURB INLET 46 8.00 5.05 t~~, , _ 119fi ~
CURB INLET 47 8.00 5.50 S SEWER HOUSE CONNECTION CURB INLET 48 8.00 5.00 ~ , , ; , TEMPORARY DIVERSION DITCH M ~ F~, qp '
NOTE: M NO , ~ ~ ti,, q rr~J P P RT LLI C y ~r' rprH[eyaee
SDMH 1 TOP TO GRADE, 28.80 ALL ROOF DRAINAGE SHALL BE ae, NE
EXISTING WETLANDS SDMH 2 roP To GRADE 23.0o DIRECTED TO THE STORM DRAINAGE T
SDMH 3 TOP TO GRADE 19.20 ' pq 2r'.~ GE ~
4 P 7 _ - _ SYSTEM THAT DRAINS TO THE SDMH TO TO GRADE .80 - - • COASTAL MARSH LINE SDMH 5 TOP TO GRADE 5.1o INFILTRATION BASIN. 39 (r. 2 ~ ~
SDMH 6 TOP TO GRADE 5.15 - • - • - ~ - - - LAMA BUFFER LINE ~
it i ~ ~ 404 WETLANDS LINE
DROP INLET 1 18.80 15.00 .1 ~3
DROP INLET 2 17.00 14.00 MHW MHW--~ MEAN HIGH WATER LINE (MEAN HIGH WATER = ~
DROP INLET 3 14.00 8.30 LINE & PROPERTY LINE COINCIDE) DROP INLET 4 10.50 7.50 0 50 100 150 ~ dJ
~v

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GR~ CY USE 0 Y ~ g, L I~ ~ \ I M x ~ U c Ncr (Y
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i ~ / N i 1~ _ \
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~ ' t ~ t i ~ ~ ~ ~ 1 r ~ i \ rn ~ ~ l ,,k,, ~ ~ i
l~Fr 30 \ ~ ~ i~ ~ ~ ~
E ~ ~ I 3g ~ 2 \ d~~ ~ I ~ v 1a ; \ W I ~ ~w ~ \ ~ ~r , USG. ~ ~ ~ ~ ~ ~ ~ ~~Y- p~0 , Z ~
i I ~ 40 VfD' R 3 O -
\ ~ I ~ ~ ;14 , \ , e.. Rrs f ~ Q
1 ~ ~ r I
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LEGEND \ I 1~ ~ TS w N ~ o> ~ ~
- - - - - PROPERTY LINE I ~ ~ Q~ ' <<i~. ~ ~ I- U
I RIGHT OF WAY I I ~ fr r ~ ~ ~ ~ r_ ~ ~ ~ j f ~ ~
I - - - -45- - - EXISTING CONTOUR \ I ~ ~ r ~ Z
I / / ~ t % ~ ~ f Y ~
PROPOSED CONTOUR / ~ ~ \ . ' \ ~Z
PROPOSED SPOT ELEVATION 0 GRADE I 45 ~ ~ ~ i r ~ w - I ~ , ~ ~ 1,, w J ~
46.0 PROPOSED SPOT ELEVATION ®TOP OF CURB/WALK ~ ~ ~ ~ N J I ~ O -
pR.. EXISTING STORM DRAIN I ~ ~ ~ ~ Cl ~ . ~
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PROPOSED STORM DRAIN I ~ ~ - O 1 ~ ~ ~ \ ~o
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SS EXISTING SANITARY SEWER / C \ 0 ~ i I ~ V ~ \ \ ~ ~
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SS PROPOSED SANITARY SEWER ~ ~ ~ I ~ t /
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PROPOSED WATER EASEMENT \ c9 1 ~ ~ ~
L DA/CL PROPOSED CONSTRUCTION LIMITS DA/C I w I ~ sr \ ~ fM I aRM
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- 404 WETLANDS LINE ~ ~ ~ v.,,,A~,,.yv,, ~ SSl
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~ N ~ ~ ~ 45 EXISTING CONTOUR ~ ~ . S. ~ ~ TF / 0 k qp 0 R ~ ~ F ~ R N
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N PROPOSED CONTOUR TI ~ ; , " • E 0 D ( ~ T S F R F p i
G ~nI 0 \ 45 PROPOSED SPOT ELEVATION ®GRADE / V F \ E ~C' + R . / ~ ,
C 0 ~ 0 F OF 46.0 PROPOSED SPOT ELEVATION ~ TOP OF CURB ALK C \ ' 0---~ ~ q M ~ ~ ~ y.. Q , r ~I' ~ :~y o a
q R E R D E X IN STORM DRAIN S ~ C OR E IST G ~ f _ S , ~ ~ ~ 1.-t- ~ o
C/ ~ 9 \ , C q Y ~ 0 N 3 J
PROPOSED STORM DRAIN T D < ~ 0 , i \ '
0 SWFM PROPOSED STORM WATER FORCE MAIN ~ r e i~ ) i r , \ • ~ ~ t.. , _ z , .r ~
C 6 6~ t ~,..r-- - EXISTING SANITARY SEWER 2 ~ SS ~ S 7`~, f ~ VV ;v:; :Gk ~4 6 ~ ,~"J17 ~y.VJ1 1 4 M
6 SS PROPOSED SANITARY SEWER ~ '?~;w;; Y~,n ~ 1 1 I 1 V 1 L _
~ _ wY. he Q r~ „~F,~
W W EXISTING WATER ff V~r'~ ~ 1 . , ~ ~ , A. ~ ~ E FF ~ U ~
} k. :fi' W W PROPOSED WATER d' • ~t~r 9 ~ ~ • ~ 1~'IA oES. PN GA ~ ~ 3 ,
SSFM PROPOSED SANITARY SEWER FORCEMAIN ~ ~ ; , ~ ~ r~ ~ cK~. JST
J \ ~ TSF TEMPORARY SILT FENCE F F u ti w~ MA
~ PROPOSED WATER EASEMENT 75 X ~ DRWN. j \ ~
'f ~ V / f~ ~ / ~a~ 4/18/06
/C~ DA/CL PROPOSED CONSTRUCTION LIMITS V y~, ~ ~ ~ ;;~r,~ i ~ 'ti
, , PROPOSED CONCRETE SIDEWALK ~~r , ~ J3
k, .~w ' ' IIN k~, ^i~. ~ ~Ip
N w EROSION CONTROL M L52 PROPOSED CURB ILET / qp q A ~ ~r t
M No t00sf PROPOSED INTERIOR LANDSCAPE ISLAND s/ S.F. qp RT C y ~ N o ~ , ~ ~ E CI N . o~ N ~G
'del HANDICAP ACCESSIBLE PARKING SPACE NE r F ~ ~ ~ N ~ 0 W 9
3p v 3~ C ~ L C T ~ q . T E R
NEW PAVEMENT pq G~ E s~ 2 D 0 ~ 0 \
3g 2 ~ ~ ~ ~ - F ~ ~
WATER HOUSE CONNECTION ~ rlf Lid
SEWER HOUSE CONNECTION Y ~ °~leao~.r.,.ea41~3'.
S ¦ ~ , , , ~ ~ TEMPORARY DIVERSION DITCH 6, ~ ~ ,U ,
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EXISTING WETLANDS ~ ~ ~ ~ ~o
- • - • ' - ' ' - ' ' - COASTAL MARSH LINE n ~ 3 ~ f
- - . - • - ' - ' - CAMA BUFFER LINE - ~
~
404 WETLANDS LINE 0 50 100 150 _~U
--~-MHW MHW MEAN HIGH WATER LINE (MEAN HIGH WATER J f i
LINE & PROPERTY LINE COINCIDE ~ ~ ~ M

m
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. ' BRIDGE NUMBER 1 , - ' _ - ~ ,A. ' ~ ~/i 1 'I li F ' ~ TEMPORARY WETLAND , , _ , ~ z
IMPACT NUMBER 1 _ .---'r-'" aw~~' 1 ~ z ~ o a-
'7"t' ~ _ BRIDGE N N MB R 1 ~
0 RY ET D < ESTA W1D JDNN ~ , I - a. ~
P~ ~ _ - '1MP CT NUMBER 12 E. DAD M CABINE 6, PAGE 170 o, q~- ~ pt ~ r,s'~ ` I I ~ I ~~O ~ @~ 3Q• It - ` ~ ~ 9 r ~ - - W LA D I PA T ~ , N ~ Y
'e ~`.,v ~ ~ -`'.I--~ BRIDGE UMBER I ~ W z ~
- - ~,i ~ ~ _ _ 2 WETLAND' 0 ~ . _ p O ~ - - to Y
+ ~ < ~ T~ WETLAND IMPACT UMBER 3 I a 1 - r t , ,1, 'Idl9M~EI~ 3 W T~IPAGT ~ I ~
----r ~ 1 NUM ~ W j - ~ ~ ~
~ ~ ill rq'li ~1"C 1.1 { I a ~ I ~ ~T T ~ \ , PERMA T IMPACT ~ C3~ ~
~ ~ - i I ~ - 3 I ~ \ V ~ ~ ~ - t T~~~`', V 1 tl I ~ I 367.5 sf (.0084 O I z
~ f' ' . r i - L_ _
----1- ~ w ~ r S
T I I- ~1 1 \ ~ ;~~,d a ,>1 ` ~ F ~ ° M ~ Q / t F p N
1 I I i ~ _ . ~ \ ~ ~ TUSCAROA I ~ ~ v - ~ 1 r__ \ I MAP CABIN T . I F ~ ~ I w #",'~'Tr ~ ~ V ,n / 1 v .
r Ih~ I ' l'' 1 , ~ ~ ' m~ ~.,....,d . i~:i r 1 I I I I I I I I I ..D. PAGE , ~ ~ a.: ~ /I~.~ ~ Zi~+ I ~ ~ ~ ~ r "i o PROPOSED 12 J` f 0 f' RCP CULVERT
~ I 1 i A V I - ~ ~ ~ i ~ r ~~r ~ ~ t ~ I U J 1 T BE 2096 3'~ O
---~---~---J---1---1---1----~--- ~ ~ ~w.~a ~ ~ ~ ' BELOW E m 1 ~ _
~ r J _ - ~
C - T1
~~'r-' r 1 I ~ "1 ys t % r I . -
~s~:-- ~ i ~ ND IMPACT _a' PER ANENT IMPACT
r 126 881 sf .007.9 ac
P. ~~o, I
~ I e J
zBC Ord 'a i~+lera drn 'ruaoN ddn
~ \
4 TOTAL SITE AREA = 34.03 B
„ V
1 " - 200' 1 = 20 IMPERVIOUS AREA WITHIN 75 CAMA AEC: BUILDINGS - 2,617.86 sf 0.0601 ac) Z (
PAVEMENT - 171.34 sf (0.0039 ac) ~
TOTAL IMPERVIOUS AREA: 2,789.594 sf (0.0640 ac) 3 ~ ~ ~ 1 - ! ~
i , r _ V
( ,1 ; ~ I ~~~~~~j -"~~---f~ - ~ j TOTAL WETLANDS ON SITE - 7.67 acres r ? r ! Q
BRIDGE NUMBER 1 _ I ' ~ ~ ! I ' W LANDS: ~ ~ ~ IMPACTED ET W _ ~ ' ~ i ~ t PERMANENT IMPACT TEMPORARY IMPACT
TEMPORARY IMPACT ! I i f ~ m
' --.~1,L ~ i ? ~ ~ ! TEMP. NUMBER 1 - 2,175.147 sf (0.0500 ac)
UTILITY CROSSINGS ~ TEMPORARY IMPAC i Z U--~,I ~ TEMP. NUMBER 2 - 773.446 sf (0.0178 ac)
PERMANENT IMPACT IMPACT BER 3 - 3,272.402 sf (0.0751 ac} J W TEMP. NUM W
864.757 sf .0199 ac r ~ .0199 ac NUMBER 1 864.757 sf 0.0199 ac - Q ( ~ _ NUMBER 2 391.619 sf 0.0090 ac J
3 764.079 sf 0.0175 ac - W RCP NUMBER - W
j - PROPOSED 12 RCP ~ hi:-.nrt - CULVERT TO BE 20~ 3" „ NUMBER 4 494.476 sf 0.0113 ac 20% (3) NUMBER 5 59.123 sf 0.0014 ac -
r - ~ _ _ BELOW GRADE ~
I _ W ~ . ~ _ _ _ - a - ~ - - - - - - TOTAL 2,574.054 sf (0.0591 ac} 6,220.996 sf (0.1429 ac)
~ ~ ~ i 1 ~
- la. - _ _ _ _ _ _ _ _ _ r ~ ~i ~ i ~ ~ ~ ~
, _ r - ~ ` CTED v - - - ~ i I f ~ ; ~ ~ ~ ~ I
i i ~ a ~ 1 ~ ~ ; r'
- - - - r~ - s } f
- ,;w `IN ti ~ U
- DT .~d n~;w
- - !ui~ - - T ~
- ,.~a5 ~ - - J PERMANENT IMPACTED
~ ~~~t , ~ - i _ AREA
° ' E . ri s ~ k t 4{; 4 9 i .l °~'r ~ ~:'r. 59.123 sf (.0014 ac)
,p _ ~ _ ~ ' ~
+ ~ = 1. w , ~ N E-
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~ ~J V
TOOP ELEVATION 75 ABOVE ~ ~ O GROUND ELEVATION co c0
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~ T . ~ RY IMPACTED _ ~ ~ f E~di?f~~'A - a ?
AR~'..' 2'2.402 sf ~ n ~ _ ~ 1 _ iii ~
(.075 ac} ~
_..,_~v W z ~ ~ O ~ X v = Q
~ r ~ tl W o
- , - - o f i i _ r i 1
~ ~ ~
- - - ~ - - ~ _ _ f ! ; FIRST FLOOR ELEVATION AT ~ 1 d~
_ ~ 1 LEAST 2.0 ABOVE 100 YEAR ~ 00
- - - - - - POP -0-~ RCP ~ - FLOOD ELEVATION (MIN.) W N
- - - C TO BE 20% ~ - - - I- U
_ T _ - r - 3 OW GRADE ~ PARKING UNDERNEATH ~ Z
;H~~ - - - ~ ~ BUILDING Z
i ~ - -0 - - t, - - EI~T-~fviPACT - Yp
GROUND ELEVATION e ~ ~ Q (9 ~ Z
, 3 1 ~ sf (.0090 ac) - a~.: ~ J ~
- i i' i _ i ~ ~ ~ N J i O -
A , - !Y ~ ' EVATION ~ - ~ TYPICAL BUILDING EL
- ~BRfDGE NUMBER 2 ~ ~ ~TEMP'aRARY IMpACT~~ ~ i ~ I ~ NTS
3

7EM#~ORARY ~I'I~~PAC
~ PROPOSED 12" RCP CULVERT
PROPOSED GRADE PROPOSED GRADE
~ . EXISTING GRADE PROPOSED ROAD SIDEWALK PROPOSED
.z~_: .
3 _ _
2 2 N L 1 ~ I - - - - ~ I I I I I I I I ~
n . 1" - 20~ - - ~l
1 - 20
~m~
V f I i -
~l i PROPOSED UTILITY,
SEE PLAN FOR SIZE, N PROPOSED 12 RCP PROPOSED UTILITIES
DEPTH AND LOCATION CULVERT TO BE 20% 3" ( ) EXISTING GRADE
BELOW GRADE
{ PROFILE
i + CROSS SECTION i
t PERMA ENT IM T
764.07 sf .01 ac TEh~PORARY iMP, TED ~ ) ~ ~ TYPICAL CULVERT UNDER ROAD DETAIL
AREA 773.446 ~ _ ~ NO SCALE oES. JPN
BRIDGE NUMBER 3 ~,CT1'78 ac} ACT TEMPORARY IMP
cKO. JST ~
UTILITY CROSSINGS EXISTING GRADE EL
TEMPORARY IMPACT . ~ . ~ ~ DRWN. ~ \ / / / / / / / / / / / \ ~ \ PROPOSED FINISH GRADE
SWF - - ,~~r,,•, ~ , - j~~i \/V/\/V/V/V/v/v/V/V/V/ <i . . DaTE 4~1 X06 ~ i~/,., i , i ~ \ ~ ~ AFTER FILL (MATCH ELEV. ~,A~~\.\,,~~~A;y~`i~~~VAi\~~\\y~~~~;~\~~ /j/j///j///j/j//////// \ji~~A/~~!~/~~~~~~\~'\' •
M ~ ~ ,r, ~,,i~,~!i.//'/i! , ~ / ~j~/j~/i,/i;/i,.~i BEFORE FlLL , \/j\jj\jj\/j\/j\// /j /j \y\\,,~\j~
~
- YO .M- . l ;%//i~// V/\/V/V/V/V/V/V/\/V/V/ ~ ; j~/j~ ~ ~ \ ~ CAFE
1-11'x... }+.n wq ./j~ / .
M'
- S _ y\/\/\/\/\/\/\/\/A/A/\ ~ ~ ~ / '~~!/%rj~~ PROPOSE UTILITY LINE. ti
~ ~ - ~~~~y~,VA/VA/VA/VA/ Aj\j\j\~~,,~, s U ~j\/j : ~ % i/ 11966
. ' ° ' PROPOSED 12 RCP 3 ! i ~ ~ RCP \jj\jj\j /j /j \j~\- .
i i ~ ~ x 4 CULVERT TO BE 20X E 20X ~ \ \ ~ ~ \/j\// j ~ ,~\j\ j .
.bp GRAD ~ .r (3) BELOW E j ~ ~ i LADE !/j~/i~~ \/j~/i . \ \ ~ .L14
//~~/i`~ V//\ V//V// irnmrnr~ ;,;~~/j;.,; \~j\ ,\/~\/j iii\, jai,: SCALE: 1 = 200
i j
1 3
i ~i. f A~ ~ / ~/,;~~ii~% INVERT ELEVATION, SEE PIAN 0 100 200 400 600 ~v. y \i~. A~~\
~ ~ ~i~/~:~\, ~i;,~~~/A~i,~j~/ ~~'\,/A/~\~~A is ~~~~~,i) /ice ~~~A: ~~!l ~,.~~A~~` ~~i,';~/;~~/`~•~ ~~~/V~/~'/V~
\ ~A y. ~~A, A \ \~~v ~,/~v,_.~ SCALE:
N
R P E
~^=20' ~^=zo TYPICAL UTILITY CROSSING WETLANDS o 1 2 4 s
NO SCALE

m
110' BRIDGE J
J s ~ Q
H
GUARDRAIL SYSTEM ~ Z Z
TOP BRIDGE = 25.00 Brid a Desi n Summa S ecificotions a 12x12 WOOD GIRDER, TYP. 8x12 CONT. RAIL 8x12 x 5'-0° O ~
-11 1. Design Live Loads: =11=1I ( I PROPOSED GRADE All brid es: hs20 vehicle load 0 10'-0' O.C. ~ 4x8 DECKING l1 ~
- i=1 I=1 I I=1 I ~ 1=1 ~ 640 Ib ft of lane Gr
. -_.I I I=1 I I=III=III I -I ~ I-~ I 18,000 Ib concentrated for moment design U-I (1= I ICI I 1=1 I ~I I ~ I - 26,000 Ib concentrated for shear design U ~ W ~ Z Y
- - M - -I - I=11 ~I ~ 1=11 I I ~ I ~ I - r- 2. Vehicle barrier (guardrail): 6000 Ib concentrated load W O U1 D ~
_ _ - ~ located 1 ~-6" above the floor surface. =III=III I ~ I I ~I-I ~ ~ Y
III- 1 3. Contractor toveriry all dimensions, elevations, details on the job site. =III 4. All work to be in accordance with the North Carolina State Building wilding ~j
~ Code 2002 edition. (2000 International Building Code w/ N.C. amendments) s»>, amendments) ~ ~
BULKHEAD ~ y 5. Lumber shall be southem yellow pine and be of grade and treatment shown below: y y y own below: 18'.
/ 12`0 piles--grade astm d25, treated to 2.5 pcf cca per AWPA C3 & C18. / y y y y ~ ~ BULKHEAD 8X12 strangers--grade select structural, treated to 0.6 pcf cCa per AWPA C2 A C1a ~ O A C2 A Ctrl, Z
~d y W y 4X8 decking--grade select structural, treated to 0.6 pcf cca per AWPA C2 do C18. y y 12x12 girders--grade ~2 southern pine, treated to 25 cca per AWPA C2 do C18. C2 do C18. 2doC18. W v7
EXISTING GRADE y y y ~ 8x8 posts--grade ~2 southem pine, treated to 0.6 pcf cca per awpa C2 do C18. .2 do C18. F.. O
y ~ y 6x8 rails--grade ~2 southem pine, treated to 0.6 pcf cca per AWPA C2 do C18. ?dcC18. Q O h ASiM At53 ~ N
y y 6. All hardware shall be hot dipped galvonized in accordance with ASTM A153 y y y 7. 12"0 piling shall be embedded as required to develop a working capacity of ing capacity of O
y y 12 tons. J
y d' O
y y y i ~ ~ ~ y y y m ~ ~
y y V
12"0 WOOD
WETLANDS PILE
8x12 STRINGER 0 24" O.C. MAX. SPACING
MBER 1 RID E NU B
D VIEW ASSEMBLE
W
U J
140.0' BRIDGE Z
12.0' n T
i
- 11.0' III=III-1 _ V
11=1 11=1 11=1 11=1 11=1 11=1 11=1
=1 11=1 11=1 11=1 11=1 11=1 I I~ I I 11=III=III=III=III=111=111=1 PROPOSED GRADE W
=1I 1=1 I i~ I I~ 11=1 I1=1I 1=1I I I1=1 I1=1 I I~ I I~ I 1=1I I~ I I- o _ ~i _ m
I 1=1 ~ 1=1 I ICI 1=1 I1=~1= -I I1=1 I1= W - Z
11=111=111=1I1=1 I1=1~=1 =1 _ _ 1=111=~1 -11== -LLL_I1~=, I I1=1I1=1 -III o - =1I1=1I1= - - I1=1 W
- ~1_ lll~1L_ .III-I - 1=1 I ~I I - - -I 11= r7 LI _J.~1~1_ W D
- I ~ ll= ~I I I=l s J
BULKHEAD y y y y--- _ 1~=1 11=1 I I- f--~11i- 11= y y y y y y y y T- III-III- I -j,j I ~-I W
y y y y y y y y y y W "~Y -'-r•- -_=III=1TI-7_=T7-T~_= •
y y y y y y y y y y y y y y-"•`v jI ICI,-~ =11-J.J,j -"'-I ~LLL 7~7-~ ' y y y y y y y y y y y y ~I i~.t~-l~l.~ Wetlan ~ , ~ .
EXISTING GRADE ~ • Wetlan y y y y y y NOTE THAT BRIDGE ENDS MUST
UE IN THE NON-WEfIANOS ~ ~
BULKHEAD z N 2 3 4 5 6
wETLANOS •o • • •
Z
20'- ~ " 20 -0 LEVE ARfA WHERE SLOPES CHANGE SLOP AS REQUIRED
SLOPE AS RE RED (UP R DOWN)
E N MBER 2 OR DOWN U UP BRID c 10'-0' MAX 10'-0" MAX 10'-0" MAX 10'-0` MAX 10'-0` MAX 10'-0' MAX TYPICAL
ax12 coNT. RNL L RNL
CONi, 80TH SID li SID E WAY
AT VEHICLE WAY 8x12 511bNGER 0 24` O.C. MAX. SPAC~IG
70.0 BRIDGE W oC rri a
W w ~
PROPOSED GRADE B Z W oc N W
8.0' 8.0' C8 ~ ~ ~ ~ ~
0 GIRDER IYP. a W 12x12 WO D 0 Z Q U h
- _ - I I ~ I1=1I I-1I I- I I III-I I1=11~ I I I - I--=1 L I II ~ ~
II 11~--_-_ -
-I I I~ I I=11I - I II I~ 1i `~llI-III=III ll ~ 1~ - 12"0 WOOD PILE
N o -T ~1 _ T ~ ~ I -lam 11=III TI1=
~I I I~ I hI I 1=1I1=11_ J
11=III=III=III- 1= ' BULKHEAD _ =1~ III-III I ll
\ L~ll1- - - J ~o
W Y~ W-~~' T T I - EXISTING GRADE y y y y y y y W ° a ~ ~
i y y y y y y y BULKHEAD -
~~o _ = w` ~ M U
~
O O ~
WETLANDS 4x8 DECIQNG A ~ ~ ~
4x8 GUARDRAIL SYSTEM - IARDRNL SYSTEM C8 ~ w ~
z ~ U
O_Xy=
BRIDGE NUMBER 3 ,
' " ~ I YNIC. IYNI~AL ~KIU~~ F~LAI~ v
4x8 DECKING O d'
8x12 STRINGER 0 24" O.C. ~ ~
MAX. SPACING W N 0'
I- U 8x12 f~Nf. RAL ~ ~ Z
4x8 COITf. g1ARDRAII
N Z
~d 8x12 x y'-O' SPACER 0 t0'-o' aC. ~ ~ ~
M -'o'~F Q~ 8x8 WOOD POST 0 3'-8" O.C. MAX. ~ Z
0 w J ~
O o =`Q ° ° ° ° GIRDER TYP. N J ,r_- o o d ° ° o ° 12x12 WOOO O -
t ~ M ~ O ~ 0 0 0 ° °
N ~ n lV ~ Q ° ° ° 0 0 0 0 0 ° °
3, 3/4"i BXTLTS ®12"O.C.
~ 0 12'i WOOD PILE
N
M
6~ 1i~~ 1'- ' ~ ~ 5 -7" 5 -Y 5 -7 5 -7 4 1A 6 " s 1-8 PLATE 4~1/4x2 -2
W/ 5, 1 i BOLTS ` "
A
C8
SLOPE AS REQUIRED !UIRED 20'-0" IEYEL AREA WNERE SLOPES CHANGE SLOPE AS REQUIRED I (UP OR DOWN)
(UP OR DOWN)
lo'-o' 10'-0" 10'-0' I~QUI~D
COr1i1NUES AS REQUN~ED 10'-4'
DES. JPN
cKD. JST
3, 3/4"i BOLTS 0 12" O.C.
TOP OF DECK GRADE CHANGE DRWN.
8x12 CONT. RNL DATE 4 18/06
- 8x12 x 5'-0'
010'-0' o.c.
SPACER ~ea~'n~nip
'x' u ~ r<: ~ :~t.. r,. f~s a. , r.„ 4x8 DECKING
max: } ~ '.K' " ~ ~ O 8x12 51T8NGER 0 24 O.C. ~ p
MAX. SPACING
12x12 WOOD GIRDER TYP. h
~3 ~2
12"! WOOD PILE ~ '~h:~ '1Ti.~.~ ~
''°~~Ht~s~t?e+~°
PLATE 4x1/4x2'-2"
W/ 5, 1 "i BOLTS B
C8

I
I
~ BOUNDARY LINE TABLE WETLAND INE TA L W A L B E ETL ND LINE TABLE WETLAND LINE TABLE WETLAND LINE TABLE IND LINE TABLE
LINE BEARING DISTANCE LINE BEARING DISTANCE LINE BEARING DISTANCE LINE BEARING DISTANCE LINE BEARING ISl FARING ISTANCE
Lt TIE 500'24'21"E 127.56 L1 S86'32'02"W 14.94' L61 S30'21'05"W 5,68' L121 N74'23'45"E 16.22' L181 S47'26'22"E ' I , L2 S00'28 25"W 70,05 L2 N3T24'52"W 62.23' L62 N56'02'44"W 32,82' L122 552'33'08"E 21.32' L182 509'10'46"E 21 ''26'22"E .39'
L3 500'41'42"E 70,12 L3 N58'24'31"W 39.93' L63 N52'55'38"W 44,71' L123 N49'20'34"E 15.70' L183 S60'11'35"W 2( 3'10'46°E 21,91'
L4 S00'42'O6"E 69.81 L4 " L64 " „ S56'08 25 W 44.21 N43`38 34 W 42,99 L124 N75'07'24 E 7.69 L184 N80'S711 W 4( )'11'35"W 20.73' )'ST11"W 40.34'
~ l5 SOt'1431"E 70.18 L5 S09'1T12"E 58.96' L65 S49'12'28"W 5.67 L125 N34'10'20"E 15.30' L185 N78'12'22"W 41 L6 S00'15 24 E 140,27 L6 S3T30'45°W 37.38' L66 52719'57"E 54,08' L126 N04'ST42"W 20.16' L186 31'43' " 3'12'22"W 41.24'
L7 S89'37'03"E 95.23 S 30 W 5 '43'30"W 5.85' THIS CERTIFIES THAT THIS PLAT ACCURATELY DEPICTS THE
L8 S00'32'56"E 194.21 L7 S58'39~52;~E 62.07; L67 SOt'?8'40"W 37.38' L127 S85'23'18"E 24.66' L187 S7T25'42"E 74 ''25'42"E 74.93' BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN
L9 570'15'24^w 100,68 L8 5174202 E 53.58 L68 531'09'22"W 46.24' L128 S55'S9'20"E 43.00' Lt88 S89'09'21"E 3~ ' ~ L9 S40'00'21"W 79,48' L69 S1T05'S9'°W 53,80' Li 29 N33'0T50"E 12.87 L189 N69°59'47" 4; I'09'21"E 3204' WATER ACT PURSUANT TO THE 1987 CORPS OF ENGINEERS ~3
L10 S6T04 53 W 103.44 U1 N16'19'20"W 25284 L10 2705'41"W 36,04' L70 S21'S9'20"W 32.38' L130 N85'43'29"E 49,42' Li90 S7T59'47"W 17 3°59'47" 43.75'" DELINEATION MANUAL AS DETERMINED BY THE UNDERSIGNED ON ~9 ~ „ ~ " ~ THIS DATE. UNLESS THERE IS A CHANGE IN THE lAW OR OUR PQ ~G~ 59 47~ W 17.24 PUBLISHED REGULATIONS. THIS DETERMINATION MAY BE RELIED , ~ ~c,'~P ~'I
L12 S80'55'30"W 85.12 L11 S68'1'1'15"W 62.68' L71 S54'22'S1"W 40.50' L131 S70'46'41"E 39.44' L191 N81'58'44"W 4E '58 44 W 46,66 UPON FOR A PERIOD OF FIVE YEARS FROM THIS DATE. ISOLATED ~ p1~
L13 S03'28'02"E 150.93 L12 S83'S6'16"W 75.68' L72 S16'30'26"W 32.36' L132 N78'53'30"W 39,02' L192 N7T05'38"W 33 WETLANDS OR WATERS TWAT ARE OUT OF CORPS JURISDICTION ~p G~~~1~0 05 38 W 33.46 ~0
L14 S02'43'15"E 185.00 L13 S82'35'S6"E 86,53' L73 S63'39'38"W 24.29' L133 N55'46'20"W 27,69' L193 S83'36'19"W 44 L15 N02'S6'32"W 5.17 L14 S2T0T21"E 32.17 L74 516'46'54"W 31,74' L134 S02'S0'24"W 27.61' t194 S84'28'20"W 2~ i 36'19"W 44.45' HAVE BEEN LABELED ON THE SURVEY. GR~y~SP ~p~° " ~~R~tip F PG
L16 N82'32'23"E 165.62 L15 S43'36'31"E 33,66' L75 503'29'34"E 44.68' L135 N46'26'02"W 19.07 L195 S7f'12'35"W 2'~ • 28 20 W 22,18' ~,0 P~ti '12'35"W 27,44' oZ~ yG
L17 N5T55'24"E 20,08 L16 N84'38'47"E 31.79' L76 SOS'30'27"E 41.41' L136 579'59'43"W 10.61' 1196 S44'24'00"W 4° '24'00"W 45.84' SI ATURE, U.S. RMY CORPS ENG EERS OFFICIAL TITLE DATE
L18 N04'S6'39"E 29.75 » ~ » ~ ~ ~ L17 N21'36'29 E 30.54' L77 N66'42i1 E 31,97 1137 S15'0022 W 15.88 L197 S30'34Ot W 2E I'34'Ot "W 26.00' ~ coo !
L19 N20'24'12"E 76.20 L18 N0T50'58"W 56.17 L78 N72'08'24"E 46.51' L138 574'1704"W 50,35' L198 571'58'24"W 5i L20 N38'52'S2"E 9.78 L19 L79 L139 1 " '58'24"W 57.44' EXPIRATION DATE OF DELINEATION: s
N23 34 29 E 70.57 S67 24 49 E 17.99 S85'22'09"W 50.93' L 99 586 37 44 W 4~ L21 N59'14'06"E 29.74 L20 N08'29'56"E 74.20' L80 N3T10'09"E 46.70' L140 S0T42'47"W 29.75' L200 N56'01'17"W SE '3T44"W 42,16' USACE ACTION ID: cs'~r,~f'.tvBG' 3~Syd'' 0!v
L22 N73'39'49"E 52.51 L21 '17"E 3.1 ' L81 '1 ' L141 L201 " i'Ol'17"W 89.35' '09'22"W 6,08'
L23 S79'S4'OS"E 97,85 N38 39 3 5 N62 0 27 E 33.62 S48 41 37 W 9.99 506 09 22 W 6. L24 N68'49'10"E 45.82 L22 N55 31 34 E 57.25; L82 N89 41 01,E 27,16' L142 503 27 00 W 18.76 L202 552'27 42 E 5& ''2742"E 59.06'
L25 S84'01'22"E 101.55 L23 S86'S4 20 E 57,48 L83 N81'03 46 f 32.09' L143 S25'48'33"E 21.12' L203 S50'34'03"E 25 ('34'03"E 29,17
L24 S34'45'23"E 19,51' L84 S82'15'39"E 39.80' L144 S40'06'11"W 27.33' L204 N87'25'14"E 19 L26 S6T06'28"E 15,87 x'25'14"E 19.46' 11 11 I
L27 N81'S0'08"E 76.88 L25 S40'32'14"W 14,19' L85 S03'45'33"E 19.11' L145 553'36'07"W 18.38' L205 S88'38'10" 2C 338 0 20.92
L28 582'46'28"E 63.47 L26 S86'3T57"W 53.66' L86 N74'41'42"E 77.08' L146 S56'48'34"W 39.40' L206 S00'4T28"W 24 • L29 S76'06'11"E 56.93 L27 S50'18'S5"W 76,21' L87 N70'ST31"E 65.07 L147 S1T54'16"E 17.62' L207 S11'30'25"W 13 '4728"W 24.70' '30'25"W 13.97'
L30 S8T09'Ot"W 69,35 L28 S22'06'07"W 63,81' L88 N64'41'30"E 55.82' L148 N79'36'21"E 40.69' L208 S75'5T18"E 4E i 5T18"E 48.68'
L31 573'23'50"W 20,59 L29 N80'39'32"W 70.27 L89 N75'49'53"E 11;75' 1149 S10`13'30"E 31.23' L209 N36'11'06"E 34 i'11'06"E 34.94'
L32 SOt'46'24"W 26.28 L30 S25'33'46"W 83,19' L90 515'12'12"W 12.16' L150 529'43'29"E 41.10' L210 N88'38'23"E 7E L33 Ner2o'16"w 34.02 L31 N76'1T22"W 48.95' L91 S66'58'06"W 75,12' L151 S59'4T57"W 26,25' L21i N78'2T06"E 5C 3'38'23"E 78.35'
L34 578'55'38"W 57.29 L32 "W T L92 L152 L212 " S71 19 38 49.9 568 04 00 W 92.38 560 40 43 W 16.65 N621512"E 1 ~ 3'2706"E 50.99' ?'15'12"E 12.19'
L35 565'03'07"W 30.49 L33 S44 20 27 W 42.29 L93 S65 38 55 W 56.95 L153 S05 49.15 W 26.14' L213 S6019 54 E 11 )'19'54"E 11,98'
L36 S01'31'02"W 35.01 ~ ~ ~ ~ ~ I L37 60,24 L34 S 9'18;30 W i 25.05 L94 S8T0114 W 53.60 L154 S49'47 09 E 11.70 L214 S18'47 57 E 1 i 4757"E 17.71' ti3 >>2s
S12'09 25 W L35 09'07 07 W 58,02' L95 N62'02'05"W 18,03' L155 S33'26'41"W 14.89' L215 N32'43'40"E 11 l38 SOt'43'05"W 42.03 ''43'40"E' 11.1 ' ~ 1 ~ ti~
L36 S00'5T40"E 48.71' L96 S76'22'S7"W 28.65' L156 S51'46'26"E 37,16' L216 N3T10'04"E 31 ~ L39 531'40'14"E 37.04 7'10'04"E 31.04' \ ~ 112s
„ L37 S19'41'50"W 38,26' L97 N8T40'49"W 23.55' Lt 57 S44'29'39"W 13.45' 1217 N46'42'14°E 3~ L40 S21'26 08 W 71.73 „ ~ " . i'42'14°E 32,67 R~yy ap '35'49"W 23,02' C ,
L41 S33'29'03"w 54.18 L38 S43'40'47 W 64,69 L98 534'45 59 W 28,74 L158 555 22 26 W 9.88 L218 S44 35 49 W 2~ L39 S58'36'04"E 31.07 L99 S48'04'30"W 24,33' L159 N71'03'15"W 25.25' L219 S36'34'OS"W 17 L42 N88'56'58 W 12.93 '34'05"W 17.84' N= 65,225,331' ~ y ''m
L43 S45'06'40"W 46,43 L40 S79'44'06"E 8,65' L100 S78'21'S2"W 17.21' L160 S14'40'S0"E 20.57 L220 S79'03'28"W 35 • " ~ E=2,219,928.866' ~~0- r at 03 28 W 35.55 / ~ 24
L44 S04'49'32"E 51.64 L41 S25'13'28"E 27,87 1101 S41'53'45"W 6.52' L161 571'42'35"W 28.08' L221 N8T32'03"W 4i ''32'03"W 42.95' ~ 1~ ~ ~ ERB ~J~ 0
L45 S52'S0'42"E 16.85 L42 S29'33'3 "W 41,59' L102 S52'32'36"W 56.51' L162 S13'53'56°E 27.32' 1222 516'50'57"E 12 L46 533'54'05"E 85.55 L43 S09'50' 3"W 64,00'. L103 S10'03'36"E 30,31' L163 S54'S5'47"W 13.79' L223 N80'15'45"E 39 ~'S0'S7 E 12.66 ~ v / 1137 h
L47 S20'Ot'14"E 79.51 L44 N84'30'34°W 71.82' L104 S1T35'30"W 15,62' L164 S33'58'20"E 31.92' L224 555'38'34"E 41 )'15'45"E 39.44' / !g ~ , / 6 1138 NC i 8' 4"E 41.74' ~ EIP G• 130 3 3 ~ 6 Aj, 2
L48 S4 '4 ' 73.24 L45 N65'09'01"W 38.17 1105 528'25'36"E 35.19' L165 S6T16'10"W 42.94' L225 N74'46'20"E t6 „ ~ SITE I'46'20 E 16.70 ~ / ~
L49 pg' "W 50.35 L46 S1T08'53"W 75.79' L106 N88'18'34"E 58,20' L166 50741'25"E 19.18' N= 65,053.005 ~..G+ R ~ S w ,E_ E B TRACT EIP F \ HOLDEN 2,220,109,901 ~ ~ ONE 9~ BEACH, NC
• L50 546'46'47"E 42.10 L47 29'29'59"E 63,43' L107 S30'31'47"E 13.63' L167 N57'31'04"E 15.78' 1 L51 570'30'58"E 90,.87 ~ » ~ » ~
~ L48 S36 36 6 43,68 L108 569 5218E 28.43 L168 S86 58 53 E 37.77; L52 S1T21~16~E 47.51 L49 N 9'1 ' S"E 1' L109 N69'44'33°E 32.04' L169 S04'44'31°E 33.30 EIP ElP 1.18 \ A2. / ~ ~ ACRES ~ ArLaNnc
{ L53 S35'14 00 W 47.06 ~ ~ » ~ " L50 S77 0913E t , 4 L110 S3014 4 2t. 2 L170 N7T53 40 W 36.01' / ~ P~ 6 h VICINITY MAP NOT TO SCALEocEAN p5~ ~ ~ ~
~ L54 S66'2T39"w 28A3 L51 S82'22'47"E 50.42' L111 517 4'34"W 13,79' L171 S78'41'S6"W 68. 2' L55 N53'41'16"W 30,60 L52 S25'12'02"E 48,19' L112 S7T45'S2"E 66,31' L172 S54'23'00"W 44,21' / ~ E~~ \ ,-EIP 9 NORTH CAROLINA
L56 N00'5T3 "W 11.10 \ 0~ ~ BRUNSWICK COUNTY / Z
L57 581'53'52"W 19 46 L53 S4t'49'16"W 12.99' L113 N56'16'03°E 34,19' L173 S68'25'S9"E 37.73' - \ ••ti EIP / N9 ~ ~ R~~ I, OWEN 0. GIDLOW, CERilFY THAT THIS PLAT WAS DRAWN UNDER MY A, CAISON HEIRS / ~ ,ab SUPERVISION FROM aN ACTUAL SURVEY MApE UNDER MY SUPERVISION,
l58 38.37 L54 S60'00'07"W 23.01' L114 S1T11'34"E 17.94' L174 S04'54'11"W 16.01' TROY A, CAISON HEl S50'1 6 ~ MAP CABINET 10, PAGE L59 SO ' '1 " 41,18 l55 S591411 W 23.61 L115 5472718 E 23.46 L175 S 8 28 2~ E 40.47 ~BINET 10, PAGE 81 \ EIR QO NON-WETLANDS I DESCRIP110N RECORDED 1N MAP CABINET 30. PAGE 392 THAT THE 5 ERB N= 65,559.333
L60 T i' 38.48 L56 79'36'09"W .18.52' L116 N54'2T39"E 12,39' 1176 4 '41"E 43,42' _ , ERROR OF Cl05URE AS CALCULATED BY COMPUTER IS i/ _~+i0,0~0 EIP y E-2,220,707,684 ~ / ~ ~ THAT THE BOUNDARIES NOT SURVEYED ARE SHOWN AS BROKEN LINES,
L61 4 '58'3 " 28,20 L57 S40'28'19"W 25.07 Li17 N 1' '00"W 8.13' L177 S10'08' 6"E 15.00' ~ \ EIP ~ V1 PLOTTED FROM INFORMATION REFERENf~ TH T i ~ A ~P D, a TH s PLAT was 3 SQ3 ( ~ '(0 BILL E. LANE et ux P PARED IN CCORDANCE WITH G.S, 47-30 AS AMENDED. WITNE
L62 S03'2 '17"E 42,17 L58 524'09'50"E 24,36' L118 N31'25'50"E 1L26' L978 N5i" 26' 1" 30.52' 9 4 r~~ ~ ' 511 0W L A ' l D.B. 930 PG. 101 ~~i M ORIGINA S ANRE REGISTRAnON NUM R A 6 5D2 ~ BE ND SEAL THIS TUSCARORA ,VILLAGE ~ 505 0,. 0~ a~ ~
L63 SO '12'2 "W 65.02 L59 S50`46' "E 7.19' L119 S41'42'54"E 17.77 L179 S81'52'15"E 29,19' L64 S44'15'01"W 40.82 L60 S49'1T4 °E 45,31' L120 S59'S9'02"E 17,58' L180 57755'44"E 34,56' ~ / ~ Cj Nk ~j, 1Oth 0 F MAY..w._.._........_. A.D:, 20 . CENTERLINE OF MAP CABINET ~1Q PAGE 93y ~ , ~ 504 y6 ~ Q.
CRFFK i l1CeT~n ,l ~ . ~ ~ ~ ~ ~ i'V . e,?. 510 501 ~ L sI /Jl.~sl~/ ~ ~....r.. ~
L65 S21'4 ~15~ 68,33 JULY, 2004. ~ ~ y ` ~ w ~ \ y~0. r ~ L10 5os 5aa ~•g'I ~ ~ 3,~_ - r
L66 S33' 3 3 W 58.62 28.11' ~ 549 -0 GID P L S ~9 +ya llE v' 508 507 p'S MANDY L. LANE ~ REGISTRATION N MBER L-4356
!!I L67 S24'0T05" 44.35 ' L68 S04'S '03"W 52.13 p •py ( ) ao1 a12 a D.B. 930, PG. 111 L ~ T AL OR S AMP / \ p 2p 413 8 ~ 5p ,~2 ~
' L69 S 5'10'47"E 33,57 ~y y 134;:, a1o ERB ' \ 4 _ L3 156 159 EIP 404 ~ 411 14 404 RENEW OfFlCER'S CERTIFICATE
' L70 S16'12'11" 24.84 1 ~ 156 160 ~ B ~ 409 -STATE OF NORTH CAROLINA.
' L71 S46'ST55"W 20,37 L72 S1 745'49"E 36.18 1s1 Cs uo0 EIP L'S ~ ~ Jt1RISDICTIONAL D. 146 154155 A / L22 , / 752 < L3O EIP L~ WETLAND COUNTY OF x+ 408 \ -
145 L73 38.01 ~ i S6016 45 E ~ 144A ta5 147 0 1s2 163 AREA-L10 ACRES d' 1 _ 6 _ REVIEW OffiCER OF
L74 S43 36 20 E 38.92 1,µA 149 151 185. 1 1 V NON-WETLANDS ~ / COUNTY, CERTIFY THAT THE-MAP OR'PLAi TO N111CH THIS CERTIFICATION IS
L75 568'G3'32"E 71.58 ~ 144 143 ' ' L76 513'25'10"W 48.50 _ _ 7 L49 142 1'µ 143 ~ 150 164. ( C EIP / AFFl%EO MEETS ALL STATUTORY REQUIREMENTS FOR RECORDING: 142 148 167 ~u' ~ _ ~ / - - L26 170. ~ / REVIEW OFFlCER
77 ~ » 7 i L S55 2711E 3 .28 118. t o 8 t' 1a1 p 1ss tss
~ L78 S32'48'S0"E 26.83 L66 ~0 13 h~ TRACT 'Y ~ 13 h / '1" DATE TWO q
L79 20.18 ~ bti v 510 4213 W / h~ 17119 123 124 -134 t34 32.97 NON-WETLANDS 1 tip ~ , .2 1ao 20 ~ l- LYNDON L HOLDEN
L80 S51'20' 8"W 31.12 / 116. t2t t' L81 S32'43'33"W 32.23 its ~ 114 .112 122 9 ACRES ti ~ s D:B. 594, PG. 989 LEGEND: q h3 p / I,~
L82 S44'50'29"W 27.73 s~ it3 L69 r SEE 1 L105 e7 as to N . 0 8 9 / ~ EIP 0 EXISTING IRON PIPE SEE No FF N !i~ ~ ~ ERB 0 EXISTING REBAR
L83 S32'20'22"W 22.35 ~ 95 88 88 317 p TAIL . " MEAN HIGH WATER a4 90 91 92 110 O DETAIL 1 s 7 ~ ~ EIS 0 XI 404 F ~ E STING IRON STAKE
L84 N775956 W 23.08 LINE LOCATED ~y 93 tos F Sts 320 L85 S61'49'12"W 33.89 JULY, 2004 ~ 0~ ~ 95 94 108 314 315 3~. 320 ~ NRB 0 s~ NEW REBAR (SET) 5 s~., JURISDICTIONAL EIP, ~
L86 S11'15' 8"W 62,84 PLATTED LINE a2 L98 106 107 312. 313 F` / ECM O CONCRETE MONUMENT 313 WETLAND s! Fj,
. I » ~ L87 S02 55 O6 W 95.38 FROM M.C. 8, e1 80 98 Ce 322 • ~ 32~ AREA=0.60 ACRE F ~ / ~ PK Q PK NAIL 324 / J 322 ~ / / R/R 0 RAIL ROAD SPIKE
L88 S09'10'it"W 40.55 PG. 50 404 ~ 7a 7s NON- 97 0' 311310 325 • ~ WETLANDS 104 ~i ~1 ~ti DIVISION ESTATE LAND OF 325 ~ / 310 325 2 ~ ~(P~~ s~ / R/W C7 N:C. D.O.T. RIGHT-OF-WAY MONUMENT
L89 S 0'56'16"W 123.79 JURISDIC?IONAL v N ~ <9 0 is L90 555'20'26"W 75.52 WETLAND N a7 ~ 103 ~ Lt 1 ~g,2 ~0 / JOHN E. FUIFORD ~ 9 ~ l / 327 1A q .MAP' CABINET 6, PAGE 130 u'
7s L220 9sa t L91 S89'59'13"W 28.21 AREA=5.97 ACRES 7 75 72 °tat 3of 329 (TIE) p0~' q ~ i i ~ 6 ti F
L92 S56'10'39"W 50,16 ~ 7s 71 100 205 30 ~ gpti, 40 L146 7o L227 203 2os 3 205 ti 0~ \ \ .n 30 ~ ~ ~ 08 ~ 2os ~ ~ ~ ~ F
L93 S60"35 49 W 55.96 ~w L rk 48 69 68 L223 202 OB L94 S63'23'S2"W 91.25 W a ~ a7 50 ~ ~ e3 2ot ti I ~ hh / / 2 ti ~ y ~
L95 S55'08'59"W 26.09 ~ 1,31 4 42 44 49 ~ 0gr~ eti L225 t0 1217 11 y 10 N 1217 E ~ ~ OTES.
L96 31.24 L161 2A 3' 40 4 46 51 81 60 55 ' 37 41 S31,43 33»W 1e 24 200 • L 18 yG ~ ~ * A PORTION OF TRACT TWO APPEARS TO BE IN A FLOOD 200 ; 1 18 ~ F ^ / / + \ ~ HF,ZARD ZONE.
L97 S643 W 40.80 t7 27 34 38 ~0 51A ~ 2 25 ~ L138 59 G` ) / ~ * TOTAL ACREAGE -0F W T A = p ~ ~ E L NDS 7,71 ACRES
~ L98 S48'15'34"W 15.76 L176 t4 ~ 2 3 5 39~ g3 L99 27.71 15 j6' 28 3t 54 5e ERB / ~ \ . S5809, W y s A t3 2t ~ L156 57 5e JURIS TIONAI \ G
L100 S73'14 50 W 11.89 3 2a 32 L131 ~ D' JURIS TIONAL V ,D 9 / /
L101 249,94 ~ tt t2 18 ig / y N46'24'43"W 'y 4 10 L156 ~ L132' I ~ ~ \ AREA=0,04 ACRI AREA=a 4 A RE~ ,0 C ~ \ ~ WETLAND DELINEATION BY:
J NON- 60 •t/ N48'58 52 E 2 ~ G LAND MANAGEMENT R P GOUINC. F v
rN 5 9 WETLANDS '00 44,32' 11E w s 1 ,g5 ~ ~ y / a L 89 01 ~ THIS IS NOT A 404 LINE ,INE V
3 ~ a ~ ~ ~~e \ ~ ~Q
~ ~ EIP y ~ / DIVISION ESTATE LAND OF 9 PLAT OF WETLAND DELINEATION FOR )F 9 GRID. N: 64692.472 GRID N: 62512.496
~ C~ ~ ~ / JOHN . FU ~ RD ' N77'S9'47"E ~ E LFQ 9 0 n.2a' nE ~ / MAP CABINET 6,~PAGE 130 ~ \ GRID E: 2320427.580 GRID Ei 2219917.669
~ c ~ 9 ~ / ~ \ G A LATITUDE: 33' ' 1 7" 0 ATL N p f 553188 L TUDE, 335510.362 LONGITUDE: -7818 4.532 ONGITU - SWEETWATER, LLC 2 l DE 78'16 30,771
~ ~ i ~ /
9 , ~9 ~ ti / MADE FROM MAP CABIN T E 3G, PAGE. 392, BRUNSWICK GRID N:64305.701 GRID N: 62541,913 COUNTY-REGISTRY BRUNSWI ' CK COUNTY, NORTH CAROLINA
a~ / i y / a 'A 9 Y c1 / / GRID-E: 2220325.789 GRID E. 2220271.195 ® G AND EXISTING PHYSICAL EVIDENCE. LATITUDE. 33 55 28.069 ~ LATITUDE: 3355.101628
o / ~ LONGITUDE:.-7818'25.774" LONGITUDE: -781626.575' Y
~ ~ tic ~l THERS RAVENEL -
I' L, i F GRID. N: 63721,411 GRID N: 62288.702 GRID. E: 2220223;191 ~ GRID E: 2219807.494 BRUNSWICK SURVEYI
i / c H N G LATITUDE: 33'55 22 297 LATITUDE: 33'5508,157 1027 SABBATH HOME RD., SW LONGITUDE; -78'i8f21,042" LONGITUDE: -78'T6'32.098"
SUPPLY, NORTH CAROLINA 28462
~ ~ 127 lIt TEL: [phone] FAX: 910-842-$019 GRID N:63096.410 GRID Nc62218.935
135A 128 WWW.WITHERSRAVENEL.COM GRID E: 2219865.004 GRID E:2220232.726 D LATITUDE: 33'55'16.142" ~ LATITUDE: 3' "
g t3s I 7 3 55 07.436 Cary Office; Wilmin LONG TUDE: - 818'31.346" LONGITUDE: -78'16'27.059° gton Office.
'i 137 V 7 135 138 111 MocKenan Drive 7440 Wrightsville Ave, Suite 101, Cary, NC 27511 Wilmington, NC 28403
~61~ ASS 125 139 GRID N:62712.605 GRID N:61745.805 tel: [phone] tel: [phone]
~y1 124 129 134 L53 E GRID E: 2220293 862 GRID E; 22200001239 LATITUDE: 33'5 1 .16 ~ zoo 0 20o aoo - 5.2 3 lAIiTUDE: 33'5502.773
130 LONGITUDE. 7816 2fi.291 LONGITUDE: -78't6'29.858" 1"= zoo'
m ! ~ 'p' J - SCALE FEET
132 133
318 319 THE SURVEY FOR THE I.OCAlION OF THE DELINEATED WEAAND ,
DESIGNATIONS ANO ITEMS' DEPICTED ON THIS MAP WERE CONDUCTEp USING GPS AND CONVENTIONAL SURVEY METHODS. GPS LOCATED
m m DETAIL 1 POINTS WERE MEASURED TO-SUB-METER ACCURACY USING DGPS
NOT TO SCALE SPECIE1CA110NS IN THE CONUS NORTH: CAROLINA .3200 NAD 1983- COORDINATE SYSTEM WITH TRIMBIE PATHFINDER PRO XR/XRS DGPS
!3 ' 0 UNITS. QC 2006, WITHERS & RAYENEL -
N - 8RUN5N4CK SURVEYING THIS MAP WAS PREPARED SOLELY FOR THE LOCATION AND DEPICTION
OF THE WETLAND AND NON WETLAND AREAS AS DELINEATED BY SCALE: 1"= 200' DATE: 4-28-06
OTHERS ANb 15 INTENDED TO MEET THE MINIMUM REQUIREMENTS FOR THE.U.S. ARMY CORPS OF ENGINEERS PURSUANT TO SECTION 10 OF T W _ 0 NSHIP: IOCKW00D FOLLY FIELD BOOK: 678 21
'o t N THE RIVERS AND HARBORS ACT OF 1899 AND SECTION 404 OF THE
CLEAN WATER ACT (CWA), COUNTY: BRUNSWICK FILE: 04203W
~ ;O
! 0. STATE: NORTH CAROLINA JOB NO,. 04-203
Q~~~~

~i
COASTAL WETLAND LINE TABLE MEAN HIGH WATER LINE TABLE
LINE BEARING pISTANCE LINE BEARING DISTANCE
L1 N22'48'20"E 7,03 L97 S5T55'24"W 20,06
L2 N20'28'46"E 41,87 L98 804'86'39"W 29.75
4 L99 $20'24'12"W 76,20 L3 N33'04'23"W 29, 9
L4 N88'1T51"E 26.62 L100 838'82'82"W 9.78 i
L5 N14'34'20"E 30.12 L101 S59'14'06"W 29.74 L102 573'39'49"W 52.51 L6 N62'24'12"W 19.85 Lt03 N79'S4'08"W 97,85
L7 N29'S6'30"E 14.19 L104 45.82
L8 N52'30'37"W 13,45 568'4910 W L105 N84'Oi'22"W 101.55
L9 N13'13'27"E 34.47 L106 15.87 N67'06 28 W 9~~ ,
L10 N21'30'47"W 28.33 L107 S81'50'08"W 76.88 Q.1F.5
L11 N32'0T09"W 45,42 L108 N82'46'28"W 63.47 L12 N45'14'41"W 39.40 L109 N76'O6'11"W 56.93 to P~ PSG O\c,'( ,~y1
U3 N68'32'42"W 31.22 L110 N8T09'Ot"E 69.35 ~0~ ~\0 pp0\
L14 N19'32'38°W 37.99 LU1 N73'23'S0"E 20.59 C G pa'( G.\0.
L15 N35'38'16"E 26.54 L112 N01'46'24"E 26.28 a• p~\1- F P P\,ti
L16 N27 42'32"W 36.97 L113 S81'20'16"E 34.02 c~G
L17 N24'45'54"W 15,43 L114 N78'S5'38"E 57.29 1 L115 N65'03'07"E 30.49 L 8 N02'43'58"E 32.85 ~J
L116 NOi'31'02"E 35.01 l19 N20'23'40"E 35,60
I - L117 N12'09'25"E 60.24 L20 N2102;06;;E 51.80 L118 N01'43'05"E 42.03
L21 N45'19 28 E 41.96
L22 N23'24'S8"E 63.61 L119 N31:40'14°W 37.04 L120 N2126`08"E 71.73
L23 N24'11'26"E 83.99 L12t 54.18 N 33'29'03"E
L24 Nii'40'44"W 25.78 L122 S88'56'S8"E 12.93 L25 N06'58'27"W 16.17 L123 N45'O6'40"E 46.43
L26 N24'44'13"W 28.18 Li24 N04'49'32"W 51.64
L27 N70'24'13"W 16.87 L125 N52'50'42"W 16,85
i L28 547'27'26"yy 10.13 L126 N33'S4'05"W 85,55
~ L29 S70'42'S6"W 66,33 L127 N20'Ot'14"W 79.51
L30 N15'08'34"W 15.38 L128 N42'43'S5"W 73,24 L31 N51'S3'26"E 57.81 L129 NO6'53'09"E 50.35
L32 39,71 1130 N46'46'47"W 42.10 N47'49 47 E
2.69 L131 N70'30'58"W 90.87 L33 N19'3T41"E 6 L132 N1T21'16"W 47.51
L34 N12'OS'09"E 39.04 - ~t2s
L35 29.65 Li 33 N35'14'00"E 47.06 N48'S6'S6' E L134 N66'2T39"E 28.03 L36 N7130;29"W 38.67 L135 853'41'16°E 30.60 \ Mry 11~
i L37 N8138 56 W 31.94 L136 S00'ST32"E 11.10 ~ ^ ZC I
L38 S68 32'05"W 15.17 L137 N81'S3'S2"E 19.46 \ \ t t25
l39 N84'01'04"W 25.45 U38 N50'18'46°E 38.37 R/w
' L40 N70'39'39"W 33.92 U39 N08'S2'i8"E 41.18 N= 65 225,331' r--i""~ ` - / \ , ~j0 , It2q
L41 N72'24'31"W 30.89 L140 S6T41'22"W 38.48 I L42 S80'ii'46"E 14.71 L141 N42'58'31°W 28.20 E-2,219,928.866' / ~ 0 ~ Q
L43 852'17'06"E 12,72 L142 N03'24'17"W 42.77 / \ \ / ,ERB J \ ~ 1137 ~
L44 N57'00'31"E 8.12 L143 N09'12'23"E 65.02 \ / \ , / 1139 NC
L45 869'30'49"E 30.06 U44 N44'15'Ot"E 40,82 ~ ~ \ \ \ ~ EIP 6~, ~ ~ t3o Z
L46 S84'3T18"E 21.42 L145 N21'40'15"E 68.33 L47 N86'1TOt"E 36.18 L146 N33'53'23"E 58.62 ~ \ \ / ¢~l SITE \ N= 65,053.005' 1s=? ERB \ \ ~ S~ \ °
L48 S54'47'S0"E 24.00 U47 N24'0T05"E 44.35 \ ~E=2220109,901'~~ / \ BRACT EIP F HoLOEN / \ . ~ f. y ONE ~ ~R) ~ ~ BEACH, NC
L49 N59'46'48"E 29,14 Li48 N04'58'03"E 52.13 / / / ~ \ \ \ EIP EIP 1.18 ~ 'A~,
L50 535'49'33"E 17,93 L149 N 510'47"W 33.57 \ \ ' \ \ , \ \ ACRES ATLAN~c
L51 518'06'36"W 103,90 u50 N1 'i ,11"W 24.8a / \ \ ~ P~/~ \ / VICINITY MAP NOT TO SCALEocEAN
L52 1' 1 "W 41.41 1151 N46'S7 55 E 20.37 S3 50 2 L152 Ni T45'4 "W 36.76 L53 S05'43'28"E 48.91 L153 N60'16'45"W 38A1 / / \ \ / ,~'(~GC \ 9 EIP / / NORTH CAROLINA \ / \ / \ \ ~P/ \ \ ~p0 / / BRUNSIMCK COUNTY
L54 N79'36'21"E 40.69 L154 N43'36'20"W 38.92 ^ \ , ~ \ Z EIP / \ / R I, GARY L. GURGANUS, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY
l55 S10'13'30"E 31,23 ~ TROY A. CAISON H , / / ` ` ~ ~ ` / / \ / / ~ \ ~ ag / ~ / /w SUPERNSION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERU~SION, A. CAISON HEIRS , ~ ~ \ , \ .tk MAP--------
L56 S29'43'29"E 41.10 MAP CABINET 10, PAC UABINET 10, PAGE 81 / ~ ~ ~ ~ y ~ \ EIR c~Op NON-WETLANDS ERB / N= 65,559.333 DESCRIPTION RECORDED IN CABINET 30~ PAGE 392 -THAT THE n ~ ? ~ / / \ ERROR OF CLOSURE AS CALCULATED BY COMPUTER IS t/ ±t0:000 ,
L57 S59'4T57"W 26.25 L58 S80'40'4 "yy 16.65 / \ / \ \ EIP / E=2,220,707.684' THAT THE 80UNDARIES NOT SURVEYED ARE SHOWN AS BROKEN LINTS, / ` \ / / / ~ \ ~ \ \ ` ~ \ \ \l / PLOTTED FROM INFORMATION REFERENCED, THAT THIS PLAT WAS
L59 S05'49'15"W 26.14 \ ~ k ` EIP pqP ~ BI E, LANE Et UX CAS ' ~ ,REPARED IN ACCORDANGE WITH G.S. 47-30 AS AMENDED. WITNESS CENTERLINE OF ~ 1 \ / / ~ \ . / \ \ ` g~ ' ~ , LL N.?«. 0(
L60 S49'4T09°E 11.70 INTERSECTION O! CR y > \ \ i 0g ; ~T ,5R 'S D.B. 930, PG. 101 `t Q. SS'''•. ~ ORIGINAL SIGNATURE, REGISTRA710N NUMBER ANO SEAL THIS NTERSECTION OF EEK LOCATED , \ \ / TUSCARORA VILLAGE \ A.D., 20_
l61 533'26'41"W 14,89 CENTERLINE OF , ~ / n \ . / ~ , - ~ Apg ~O i ; Q•JOF 0~ ~ %FBth___ DAY OF dUNE 06------ ~ENTERLINE OF CREEK JULY, 2004 \ ~ ~M1AP CAB`INET•10, PA~E 93~/~/ t`\ ~ti0 ~ 404 ! h6 +`'~~Q
L62 S51'46'26°E 37.16 AND EDGE OF M BOTH LOCATED AND EDGE OF MARSH / / 30TH LOCATED ~ \ / ~ \ \ , / \ \ ~ ~ ~ ~ ~ „ 5~ - / c . 1 / -
L63 S44'29'39"W 13.45 4~1+ GAQ L `G RGANUS, P.L.S. n ~ „E ~ . ~ titi 11AAIf1V I I AAIC e• ~
L64 S55'22'26"W 9.88 ' 1ULT, 2004 A yi off \ ,k~/ \ \~~r~C~' ~,Og~° 404 ~Du D.B'930~PGn~111 / j"7 ~ i ; OR STAMP
~ L65 N71'03'15"W 25,25 404 \ \ y ~ 5 , . ^ , ERB / ~,'9.Q
L66 S14'40'50"E 20.57 - ~ ~ \ V i ~ \ EIP ~ 404 ~ (aUP,, REVIEW OFFICER'S CERnFIr,ATE
l67 S71'42'35°W 28,08 s~ \ ~ \ \ JURISDICTIONAL ~~N111(!N?~~ - \ ~ ~ EIP STATE OF NORTH CAROLINA . _ ~ ~ \ \ WETLAND couNTr oF
j L68 S13'S3'56°E 27.32 i. L69 S54'S5'47"W 13.19 ~ - - i L2 I NON- ~ ~ EIP \ / ~i ~ WETLANDS \ / I, REwEw OFFICER OF
L70 31.92 i' 833 58 20 E L9 404." NON-WETLANDS / ~ \ / COUNTY, CERnfY THAT THE MAP OR PLAT r0 WHICH THIS CERTiFfCAT10N IS
„ / ~ U1 S6T16'10 W 42.94 ~ ~ L13 N ~ . - ~ / \ \ / AFFIXED MEETS ALL STATUTORY REQUIREMENTS FOR RECORDING. ~ C0/1fiTAl' / L13 N , yGETLAND LINE \EIP / T \ /
L72 S0T41'25" 19.18 - ~ Cf LOCATED ~ i ~ \ / / / / / \ Y , . REVEW OFFICER
L73 N5T31'04° 15.78 - - - - _ 404 L74 S86'58'S "E 37,17 n 404 ` JULY, 2004 / \ / / n / 'a ~ ~ FIELD VERIFIED / ~ 'C / / / \ .,~,r~F~
~ G L~k~ ~`ii , 175 sD4'a4' i ° 33.30 ~ k ~ aY DcM s-s-os TRACT \ / / ~,f.\ / / \ / DATE TWO / / \9ti / / / 1 \ /
L76 N7T '4 "W 36,01 ~ 1133 ~~a X145_ - ''COASTAL 53 ' , I ~ WETLAND UI COASTAL 32.97 p?^ \ \ / / ~\~j.\/ / / / LYNDON L. HOLDEN I ~ WETLAND LINE g2 \ i \
L77 S78'41'S "W 68.22 ~ ~ ~ L23 L20 LOCATED ACRES ,ASE \ \ \ / ) S ~ / / 0.8. 594, PG. 989 LEGEND, ?0 LOCATED ~ ~O / \ ~ \ / / ~ EIP 0 EXISTING IRON PIPE FOUND
L78 554'23' 0"W 44,21 MEAN HIGH WATER `C2 n JLKY~ 2004 " 7,73 ~ LINE LOCATED ~ i. FIELD VERIFI ~ JULY, 20oa pg p ~ ~ 9 \ ~ ~ / / F / / / \ ( ) , ~ / / / ERB O EXISTING REBAR FOUND FIELD VERIFIED ~ ~ ~ i \'pCi \ FT / / \ ( )
L79 S68'25 59 E 3 p NON' 8Y DCM s-~ L80 SD4'S4'11'W 16.01 JULY, 2004 WETLANDS 8Y DCM 6-6-06 , \ ~i ,X`\r!\ 'C / / EIS 0 EXISTING IRON STAKE (FOUND) NON-WETLANDS \ ~ ~ ~ ~ \ \ / / \ \ / / \ NRB 0 NEW REBAR (SET)
L37 „ l81 SOB'28~22 E 40.47 v , EIP v v. / ~ \ ~ / / ECM CI EX STING CONCRE E MONUMEN (OUND)
' 404 ` L82 S40'20 41 E 43.42 PLATTED LINE ~ 404 \ ~ T v ~ \ ~~`:~~U~ ~ / PK 0 PK NAIL
L83 S10'08'26"E 15•~ FRaM M.C. 8, D ` ~ ~ \ ~ \ / TsF\ / / / \ \ / .N / / ~ \ Sr ' JURISDICTIONAL , i \ ~ / T \y2,\ ~ ~ \ \ ~ \ / / \ R/R 0 RAIL ROAD SPIKE
4 30,52 PG 50 ~ ~ NON- / L8 N5T26 21 E .~`L ~ es WETLANDS / ~ WETLAND , > / ) / y\ DIVISION ESTATE LAND, OF ~ ~ / / \ \ R/W [7 N.C. O.O.T. RIGHT-OF-WAY MONUMENT 22 0~(P v ~ ~C / >-fv/ JONNE. FULFORD v v / / v ,~j, ~ 518• ~ ~ i \ / / / ~ 9\ MAP ~ A IN T • PA~ 1 \ ~ / \ \ t, _ 404 JURISDICTIONAL WET1_ANDS
L85 S81'S215 E 29,19 ~ sa + L86 S7T55'44°E 34.56 7 \ 40~ 404 : pp ~ ~ / 9 \ / ~ \ / \ ~
7 22.39 404 ^ 66 L47 ~ L8 Sa7.26'22 E ~ ~ ~ 16 i '\'l' F \ / \i / \ ~ / \
L88 SD910'46"E 21.91 \ o /0 12 s sa FROM FLAG X60 ~ ~ TO FLAG 11 ~ ~ ~ ap \ \ y• \ , ~ / F \ / \ , ~ \ ~ it
1 L89 S60'11'35"W 20.73 \ ~ s' ' THE COASTAL ~ ~ ~ ~ \ \ ~ \ \i ~ \ /7 \ ? ~ ~ \ I NOTES: ~ . \ \ v i i \ \ \ \ / \ :a
L90 N80'5T11"W 40,34 \ so s2 L5.,1, , t + ; wETLANO LINE at24 \ ~ ~ 404 ~ was LocATED ~ L91 N78'12'22"W ~ L72 404 V \ \ \ i \ i \ / \ \ i i / \ \ i;• * THE COASTAL WETLAND LINE WAS FtELO VERIFIED BY
COASTAL JUNE, 2006 \ L92 S31'43'30°W 5.85 ` 404 \ \ \ ~ \ h F~ / \ \ ~ \ { \ \ / \ 1.
7 9 ~ WETLAND LINE ~ • ~ \ L93 57725 42 E 4 3 h ~ \ \ ~ ~ L82 ~ v AND 404 LINE i. ER8 404 ~ \ \ ~ \ \ k \ \ , ~ \ / ~ \ / \ i \ ~ WETLAND DELINEATION BY: LAND MANAGEMENT GROUP, INt~. \ \ ~ ~ \ \ \ i \ \ \ , ( / \ ~ ~ \i / °i (fl ~ " * MEAN NIGH WATER WAS DETERMINED BY ELEVATION OF
L94 889'09 21 E 32.04 \ ~ ~ RUNS TOGETHER / \ \ 404 \ \ pG\ \ iK \ \ \ ~ / ~ \ / \ / 2.9 FEET DATUM N.GV.D, 1929.
L95 N69 59 47 E 43.75 ~ \ l67 NON- ~ / \ t ~ \ ~nANDS , \ TLAND ~ i~ \ ~ \ \ ~ ~ \ / / \ \ / * A PORTION OF TRACT TWO APPEARS TO 8E IN A FLOOD \ TLAND \ \ \ 9 Y \ \ \ 5 \ ~ ~ / \ ~ \
L96 87759'47 W 17.24 ~ ASTA \ i Y 9 \ COT ANL INE 53 i~ \ \ 'L \ WEl Dl 06. ~ \ \ ~ i ~ \ \ \ \ y i \ Y / \ \ HAZARD ZONE.
j \ ~ AND 404 LINE .,E 6 / ! \ \ i ~ \ \ \ / ~ ~ \ \ \ h~ \~G\ \ y' \ \ y ~ \ \ \ i \ \ c~ \ vi \ \ i
i ~ \ ~ RUNS TOGETHER .500 / ) ~ \ \ ~ y / ~ \ y i~ \ \ \ !k\ \ \ \ ~ \ Y~ ,
\ y \ k \ \ ~ ~ `I PAT F A TA TAN AN i'\ ~ V ~A V A S V A \ ~ 1~ L 0 COS L WE L D D .c \ ~ \ \ ~ I, ~ ' MEAN HIGH WATER DELINEATION FOR
'A \ d ~ EIP \ / X i \ 9 \ ~ ~ ~ \ ~ ~ , \ , D!V}SION ESTATE LAND OF \ \ , \ \ ~ \ \ ~ GRID N:63150.719 ~ OF \9 ~ \ \ ~ ICI \ ~ \ \ yi A GRID E: 2219724,500 ,
~ n ~ ~ ~ ~ ~ \ \ , , / ' JOHN E. FULFORD \ ~ L96 E ( ~ ~ ~ ,MAP CABINET 6, PAGE 130 \ ~ i \ ~ 2 \ ~ TIT 1 130 \ \ i \c~n\ ` y~ LA UDE: 3355.fi689 SWEETWATER, LLC
\ ~ ~h \ \ \ ~ LONGITUDE: 781633,008" \ \ \i
/ \ \ i~ \ \ MADE FROM MAP CABINET 30, PAGE 392, BRUNSWICK
ik . \ \ \ GRID N:62958.035 COUNTY REGISTRY, BRUNSWICK COUNTY, NORTH CAROL INA \ \ \ ~ B GRID E: 2219666 ,848' AND EXISTING PHYSICAL EVIDENCE.
\Gi,L\ \ Q\ \ \ \ \ i O \ \ \ LATITUDE: 33'5514.,787" \ \ y LONGITUDE: -78'1633,709"
' , \2\ ,
~ ~ , \ ~ \ y \ y WITHERS & RAVENEL L ~ GRID N: 62499.384
1. ~ \ V GRID E: 2219692.540' ! BRUNSWICK SURVEYING
/ \ / / / \ \ ~ _ © LATITUDE: 33' S'1 .249" i?';; ` , 5 0, 1027 SABBATH HOME RD., SW LONGITUDE: -78'16 33.444" SUPPLY, NORTH CAROLINA 28462
it / / 1 \ \ / TEL• 910-842-9392 FAX: 910-842-$019
> ~ i/ GRID N:62261.066' WWW.WITHERSRAVENEL.COM
Q ^1 ~ i \ / /~1 GRID E:2219856,191 l'a LATITUDE: 33 55 07, 880' ,
~ \ v ~ LONGITUDE: -78'16 31.523' Cary Office: Wilmington Office: 111 MacKenan prive 704C Wrightsville Ave, Suite 101.
! ~ Cary, NC 27511 Wilmington, NC 28403
GRID Ni61685,429' tel: [phone] tel: [phone] GRID E:2220155.181'
ATITU 2.165„ 200 A 20o aoo L OE. 33 55 0 LONGITUDE: -78'16'28,025" 1"= 2ao'
~i ~ M~ - SCALE FEET
C
N o~o
O C
C,\0 a i
G0 200b, WITHERS & RAVENEL -
BRUNSWICK SURVEYING
SCALE: 1"= 200' DATE: 6-6-06
~ ~ - 678-21
Y m 0 TOWNSHIP: LOCKWOOD FOLLY FIELD 800K: 681-15
N O• COUNTY: BRUNSWICK FILE: 04203ci
O
N i ' STATE: NORTH CAROLINA JOB NO.: 04-203
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~ ~-t . PROPERTY LINE ' ~ 1 M. P ~ m Z O AG y I r E x Y
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'C PROPOSED CONTOUR ~ 1 ~ , ' ~ ' ~ ~ w ~ O-
GRADE ~ ` " i / / 45 PROPOSED SPOT ELEVATION f~ ~ o~ ~ ~ ~ ~ i ~ v / ` 1'~ I k
D SPOT ELEVATION ~ TOP OF CURB WALK ~ 1 46.0 PROPOSE / r ~ r \ AJy~ t9 r ~ ~ k ,
~ ~ R ~
,r XISTING STORM DRAIN ~.~i t OR E ~ ~1 ~ , 6 ~ ~ I 7 k \
. \ PROPOSED STORM DRAIN ~ ~ / 1 T M A ~ v
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WIW ~ ~f''~~' ~ ~ I ~
SS EXISTING SANITARY SEWER - 2 ~8ti ; ' J 1. a ~ , q?, , \ ~ k' goo , pia ~ , P'. ~ \ A I ~ 3Jgd ~ l
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1N,t+ ~ ~ ~ i ~ ran;,. ! ~`~a / •i, 0 ~ r, fie
~r~ 1 CAI50N NEIR~ A ~ fN ~ cT UO ~ (g ~ ~ ~ a M pAp l ~c ~ ~ 8 ~ \ \ fqN lNT F \ l '
DA/CL DA/CL PROPOSED CONSTRUCTION LIMITS MAP cAe~NE ~ ` 1 ~ PAGE 8 1 I , p~~N . ' ~ ~ • ~ ~ W N 0 t` , . \ q TER lGN R
RETE SIDEWALK a r r PROPOSED CONC 1 ~c~N of dp ~ r,~„~~" ' ~ (I l OF ~1 ,lh ~ . ~ ~ :p l' - \ Nf ~c
1 MF,yN N~N~ o vN/N o ~ u ~ C ~ ~ , Y ~l N 6 CI T ~ ~ ~?9 i ~ I
PROPOSED CURB INLET w/ EROSION CONTROL ~ wq rER y~cy 1 uNE 9 ~ uN s ~ ~ 2po ~pcq f rcq . v~ J ~ .r M~ C ~ ~ r f ~ 4 r No -_~u ~ 1
t00sf PROPOSED INTERIOR LANDSCAPE ISLAND s/ S.F. ~ t e ~ F, fo \ ~ N~;, ~ ~ s~~. ~ l Y 6, ERIE is ~ r ~ ~~,.'r, ~ ~ ° `'o
i HANDICAP ACCESSIBLE PARKING SPACE ~ s,o Y ~ I' ~ ~ w0;~y 6 ~ ~ ~ r
INp ~ ~ ~:j i r "~a ~ +~;y' ~ ~j fR ~ ~ f'/ ~ ~'~,~r ~ ~ r ~-qS ~R.. ~
NEW PAVEMENT CEN SfCp ~ ~ ~ ~ ~a:;, ~ ,?r ,y ,~,,.~~~,r'r~+ T,~~ ~ ~ l ~l c0 f TfR ION ~ ~ V ~;~t•.,~ ,r ~.,Y. ~,w ~~ti ~''7 ~a DES. JPN qSp OG C/N OF \ , ~ ~ ~ ';~^,t ~,s'~N 4p q "
?p Cp wf~ Cqp M C ~ , ~ . t~xL f , GAF Nf ~ N ~ .
W WATER HOUSE CONNECTION Q p4• FCgTf qN0 fp ~ gRSy RffK IF ~ S ~ `~,r.~,, ti , ~ Hf ~ ~ CKD. SST r If o e q 3 ,~i ~ ,~s- ua. ~ ~ G~ oC Cp ~p~Y Y Ory Np ~ ~ : ~ h,: ~h E /
NOTES: 6. RIFy' 4 82 X61 ~ \ ,.waa'. ~Z oRwri.
SEWER HOUSE CONNECTION ACCESS. S 1. NCDOT PERMITS ARE REQUIRED FOR ~ ~ ~t ~ / b - ~ / ~ , l ~ 4 18 06 . ~ . N~ FER DATE
~ TEMPORARY DIVERSION DITCH 2. IMPERVIOUS SURFACE AREA WILL EXCEED 25% OF SITE AREA. . ~ 40 A BUF a ~ , V GAM ~ / ~ ~ u ~
FER ~ ~ ~ ~ . Q c \ -15 E ~
EXISTING WETLANDS 3. COUNTY AND STATE STORMWATER PERMITS AND STATE SEDIMENT 11NWWIWIt111// ~ \ N I 0,111! 11111::
ROSION CONTROL PERMITS MUST BE OBTAINED PRIOR TO ANY ANO E I URBANCE. NO NATURAL DRAINAGE AREAS SHALL BE CLOSED OFF ~ ~ ~ z ~ ~ ~ JAI
- ~ - - COASTAL MARSH LINE D ~ - - OR DISTURBED BEFORE OBTAINING PERMITS. M fqN R~' 0 ~0
CAMABUFFERLINE C1N h~ ~U ~pC wqT X39 ~ ~ ; c ~ q ~ fR ~
4. ALL WATER AND SEWER WILL BE BUILT TO COUNTY SPECIFICATIONS. 404 WETLANDS LINE G4 l3~ " N , ~ Q
5. ALL ROOF DRAINAGE SHALL BE DIRECTED TO THE STORM DRAINAGE Z Q ' ~ r ~ ~ ~ ~
MHW MHW MEAN HIGH WATER LINE (MEAN HIGH WATER SYSTEM THAT DRAINS TO THE INFILITRATtON BASIN. 6 ~ ~ r~\ Q ~ ~ ~ Q V ~
LINE & PROPERTY LINE COINCIDE) ~ ~ <U ,ti ~ J ~ ~ 'a ~'~IN.LIP IE' ~
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n
STORMWATER STRUCTURES ~ J ~ ~ W
I STRUCTURE TOP OF GRATE INVERT a , f O x I ' ~ i ~ j~ 7 ~ j \g ~
CURB INLET 1 31.75 28.85 I ~ ~~t` / r ~ ~ , '00
LEGEN D CURB INLET 2 31.75 28.75 ~ I
CURB INLET 3 29.45 ~ ~ ~ ~ PROPERTY 26.45 LINE CURB IN ~ I l~ f;' ~ ~ / ~ v '`a- .,,tee ~ L7 ~
_ _ _ _ LET 4 29.45 26.55 RIGHT OF WAY CURB INLET 5 22.75 19.85 ~ s`.4 ~ 9 r F~ , d'
I - - - -4s- - - EXISTING CONTOUR CURB INLET 6 22.75 19.75 ^5;5.' ~ 1 I l ~ I 0~ \ ~ W
CURB INLET 1 22.75 19.85
PROPOSED CONTOUR CURB INLET 8 22.75 19.75 I ~ ~ ~ ~ z ~ ~ U ~ ~ ~ ? ~ ~ VI v i Z
CURB INLET 21.40 18.90 I 45 .PROPOSED SPOT ELEV AT10N ®GRADE CURB INLET 10 21. 1 ~ r _ ~ ` _ t ~
40 18.80 46.0 PROPOSED SPOT ELEVATION ~ TOP CURB INLET 11 22.00 1 ~ ~ ~ i x' z wN11,~ \ o
OF CURB/WALK 9.10 OR CURB INLET 12 22.00 18.70
EXISTING STORM DRAIN CURB INLET 13 21.00 18.50
PROPOSED STORM DRAIN CURB INLET 14 19.95 17.45 / ~ ~ R) I ~ ~ ~ ~ ~ - J
CURB INLET 15. 19.95 17.40 i SWFM PROPOSED STORM WATER FORCE MAIN CURB INLET 1 S ~ ~ ~ ~t~E;, C s: o-
8 16.00 13.50 SS EXISTING SANITARY SEWER CURB INLET 17 17.80 15.30 ~ I D C
CURB INLET 18 17.50 13.30 C ~ i ~ ~ \ _ _ - P ~ G ~ - i
SS PROPOSED SANITARY SEWER CURB INLET 19 16.22 _ -13.72 E ~ \ /O C A O f I I V i ~ ~ 9 ~ N
W W EXISTING WATER CURB INLET 20 16.22 13.65 ~ ~ ~ ~ ~ ~ ~ ~
CURB INLET 21 14.00 11.50 W W PROPOSED WATER CURB INLET 22 14.00 11.00 ~ E / ~ ~
\ \ ~ i ~ t I .r~~.. . o ~
SSFM PROPOSED SAS URB INLET 23 11.00 8.50 ~ITARY SEWER FORCEMAIN CURB I NLEf 24 10.50 8.00 ~ ~ ~ A ~ A ~ ~ ~ A
CURB INLET 25 14.50 12.00 SF TEMPORARY SILT FENCE .t ~
CURB INLET 26 11.55 PROPOSED WATER EASEMENT 9.05 \ l \ 7. ~ y ~
CURB INLET 27 11.55 8.90 DA/CL DA/CL PROPOSED CONSTRUCTION CURB INLET 28 12.50 8.50 \ N~FT
LIMITS CURB INLET 29 8.50 5.50 b I i ~ t' a (SF R ~ _ ~ F ~~P ~s
• ° ` ' ~ ~ ` ' ~ PROPOSED CONCRETE SIDEWALK CURB INLET 30 7.75 5.25 ~ wa ; _ ~ q~~ .~e r ~ I ~ I ~
CURB INLET 31 7.75 5.20 ~ ~~R j 8
PROPOSED CURB INLET w/ EROSION CONTROL CURB INLET 32 7.75 5.25 CURB INLET 33 7.75 5.20 ~ F Sro M ~ RM ~ ; . 1 FRG N~ wq
100sf PROPOSED INTERIOR LANDSCAPE ISLAND s S.F. CURB INLET 34 9.0 / 0 6.00 ~ d~ FNC (Ir rER #22 D qR R9rl l ~ sp ~ o
HANDICAP ACCESSIBLE CURB INLET 35 8.50 6.00 ~ ~~C N -1 ,;>~I ~ WqY
PARKING SPACE CURB INLET 36 8.50 5.95 ~ ~ o
NEW PAVEMENT CURB INLET 37 8.50 5.90 •
CURB INLET 38 8.00 5.05 CURB INLET 39 8.00 5.00 ~ ~ „t ~ k d ~ ~ A ~9 ~ '
WATER HOUSE CONNECTION CURB INLET 40 7.00 4.50 . i `i ~ \ ~ ~ ~
CURB INLET 4t NOTE. 7.75 5.25 ~ ~ \ ~ / `I ~ ~ ~ S
g SEWER HOUSE CONNECTION CURB INLET 42 7.75 5.2o ALL ROOF DRAINAGE SHALL BE I ~ ~ •oo
~ ~ ' + ~ ~ TEMPORARY DIVERSION DITCH CURB INLET 43 7.75 5.25 DIRECTED TO THE STORM DRAIN CURB I AGE ~ _ ~ ~ ~
NLET 44 7.75 5.20 SY cuRe IN STEM THAT DRAINS TO THE i ~ ~ ~ ~ ~ oES. JPN ~ ~ i
EXISTING WETIAN LEf 45 8.00 5.10 DS CURB INLET 4s s.oo INFILTRATION BASIN . • 5.05
' CURB INLET 47 8.00 5.50 ~ ~ ~ cKO. JST i ~ ~ / ~u ~ ~ ~ ~~~s
i ' ' • ' - ' ~ - • • - COASTAL MARSH LINE CURB INLET 48 8.00 5.00 ~ O V ~ ~
- ' - ' - • - ~ - - CAMA BUFFER LINE SDMH 1 TOP TO GRADE cArc 4 1$ /06
28.80 - ° ° - ' ' ' ' ~ 404 WETLANDS LINE SOMH 2 TOP TO GRADE 23.00
SDMH 3 TOP TO GRADE 19.20 MHW MHW MEAN NIGH WATER LINE MEAN HIGH WAT SDMH 4 T P ~ ,,NCB c ~ \r
( ER 0 TO GRADE 7.80 ~ ~ auuluu
LINE & PROPERTY LINE COINCIDE) SDMH 5 TOP TO GRADE 5.10 ~ ~ ~r+~11 ~~~4 a , c e~~ N CA~~
SDMH 6 TOP TO GRADE 5.15 ~ e
DROP INLET 1 18.80 15.00 9 . ~ ~ ~ ~ ~
DROP INLET 2 17.00 14.00 t ~ ~ ~ ~ ~ ~ ~ ~
DROP INLET 3 14.00 8.30 c, ~ 6 ~
DROP INLET 4 10.50 7.50 4~. ~ F
~ ~ s''
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\ R IF f 22.75 19.85 ~ 6 ~ m, CURB INLET 5 ~ ~ I D ~ `I. ~ i ~ ~ ~ ~ n ~ , . ~ ~ 111 . s7 ~ ~ ~ ~ 0 n h ~ , A
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CURB INLET 7 22.75 19.85 ~iyp qr A \ S ER 1x.75 r . k1 C
CURB INLET 8 22.75 ~ PROPERTY UNE grl0 ~ \ N ~ \ CURB INLET 9 21.40 18.90 ~ ~ #4 t ice. ~ ~ ~ ra p. ~ r Q ~ - .
- - - - RIGHT OF WAY ~ ti4 CURB INLET 10 21.40 18.80 . \ d ~ , . / E-v~
_ - ~ 9 v , CURB INLET 11 22.00 19.10 - - - -45- EXISTING CONTOUR ~ ~ ~ ti', l ~ 0~ T~ i ~ U n ~ ~ ~ /
CURB INLET 12 22.00 18.70 ~ x PROPOSED CONTOUR ~ , ~ ~1, ` . \ V
CURB INLET 13 21.00 18.50 - ~ ~~)~~7 ,1.~, CURB INLET 14 19.95 17.45 45 PROPOSED SPOT ELEVATION Q GRADE S ~ C h~ , ~ , vy'~ ~ ~ \ ~ 't / ~ ~ _ ~ ~~J
O CURB INLET 15 19.95 17.40 S VF Eh d~ nj ~ ~ ~ ~ , . _ ~
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CURB INLET 17 17.80 15.30 pqS „ ~ ~ • Y`1 v ~ E a„~ .1 q~,, qP
13.30 - _ OR ~ ~ ~ EXISTING STORM DRAIN S , r) / ~ ~ Y , INLET 18 17.50 ~ ~ CURB / r ~ ~ , , . - ' rr ~ ~o ~ p ~ ~ e n~F L ~
CURB iNLEf 19 16.22 13.72 PROPOSED STORM DRAIN NVE FMA ~0 Rr r p n, CURB INLET 20 16.22 13.65 4.30 R4A RY f R
PROPOSED STORM WATER FORCE MAIN ~4 SI - 1 14.00 11.50 SWFM ~ Cr CURB INLET 2 ~ . ~ ~ / . ~
IN 22 14.00 11.00 ~ ~ p:';~. ~ CURB LET SS EXISTING SANITARY SEWER , _ ~J
CURB INLET 23 11.00 8.50 ` SS PROPOSED SANITARY SEWER , I 30 s~
CURB INLET 24 10.50 8.00 ~a CURB INLET 25 14.50 12.00 - ~ DA/CL ~,r ~z , - .
W W EXISTING WATER 5 9.05 ~ ~ ` CURB INLET 26 11.5 MA ~,r A ..~v r C ,
~ ~ CURB INLET 27 11.55 8.90 W W PROPOSED WATER ~ _ u r: ~ ~ ~E.
RB INLET 28 12.50 8.50 ~ ~ - ~ CU SSFM PROPOSED SANITARY SEWER FORCEMAIN r ~ ~ ~ I DES.
CURB INLET 29 8.50 5.50 ~ T P SILT FENCE ~ - ,Eh ry~,~ J PN
CURB INLET 30 7.75 5.25 TSF EM ORARY CURB INLET 31 7.75 5.20 HW a. c~D. JST
PROPOSED WATER EASEMENT ~ ~ CURB INLET 32 7.75 5.25 ~ L ~ M ~
CURB INLET 33 7.75 5.20 DA/CL DA/CL PROPOSED CONSTRUCTION LIMITS E ~ ut~ ; m ~ DRVVPI.
CURB iNLEf 34 9.00 6.00 ~ ~ "y N l G ~ ~ DATE 4 18 06 ~ ~ c,. - ti - ~
CURB INLET 35 8.50 6.00 ' . PROPOSED CONCRETE SIDEWALK ~ C ~ ~t,, ~ 0 W 5 ~ ~ T ~ C/ C q
N 36 8.50 5.95 CURB I LEf CURB INLET 37 8.50 5.90 PROPOSED CURB INLET w/ EROSION CONTROL ~ q T E R E 2 0
CURB INLET 38 8.00 5.05 0 ~ MpillllMl 0 i , U~
R INLET 39 8.00 5.00 100sf PROPOSED INTERIOR LANDSCAPE ISLAND s/ S.F. CUB ~ ~ , ~ N CA ~ ~
CURB INLET 40 7.00 4.50 HANDICAP ACCESSIBLE PARKING SPACE
CURB INLEt 41 7.75 5.25 CURB INLET 42 7.75 5.20 NEW PAVEMENT ~ ~ ~ Vf~' ~ ~ ~ ti ~ _ ~ l
CURB INLET 43 7.75 5.25 ~ 0 U 119 ~
CURB INLET 44 7.75 5.20 ~ , ~ ~
CURB INLET 45 8.00 5.10 W WATER HOUSE CONNECTION n / M ~ ;
CURB INLET 46 8.00 5.05 ~ ~ eft LVP M No l
CURB INLET 47 8.00 5.50 S SEWER HOUSE CONNECTION CURB INLET 48 8.00 5.00 , ; , , ; , TEMPORARY DIVERSION DITCH NOTE: qp RT nn~~~s~i~ ~ N, S
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DROP INLET 4 10.50 7.50

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~ ti ~ i r W' r / ~ ~ W S A f ' s ~ F W ~ ~r ' a t ~ ~ ~ r
~~°,,,r ~ ~ ~ - . ~ ~ / SC ; w (A ~7 3 ~ !s W Z
~ \ 1 / ~ ~ q ~ F Ap A ~ . ~ o s ~ ~ ~7 0 RO ~ d l W ~ ~
~ ~ ~ l~ r p ~ F, ~i z A ~ ~ ~ 0 ~ ~ R/ ~ v R Y ,~F £ R ~ w S ~
0~ ,z~,~ e ~ ~ ~ ~ -r d~ ~ Q ,-A r r
N kght < ~ ~ ~ ~ 0 r ; ,t ~ ~ ~ ~ ~~s ~ F 0 ~ z
N ~ ~ ~ , N ~ I M w ,r f \ O/ ~ ~ E J
a, ° E ~a ~ I ~ ~ C, ~ o q T ~ N ~ ~.m~., ~ o - ~ ~ w W F N ~ Q ~ : ~ ~ ~ a , , ~ ~ ~ ~ q I 0 ~ 3
w ~ Q ti i C , l ~ I \ ~ ~ ~ r r G 6 ~ q ' R ~ P ~ ;
~ r I 1~ ; R C , ~ ~ ~ < I 9 N ~ ~ N M= ~ ~ E
~ w N E ~ E , 0 1 I T r / ~ m E C K .e~. ~ ~ ~ ~ _ a 0 ~,er<~
W ~ 4 ~T q N \ . , e ' F E o o° ~ 111.. ~ ~ ~
~ 1/ o ~ ~ . I A LEGEND ~ ~ / C 0 CI ~ , ~
C ~ V Y ~ ~ \ 6 ~ PROPERTY LINE ~ ~ _ - ~ ~ ~ L ~ ~ ~ ~l l~ ~ j A~ ~ ~ ~ n, ~ _
R \ 6, ~ - - - - .l ~ e ~ M / ~ ~ q F Q- ~ A C ~ \ 4 F
~ RIGHT OF WAY ~ O \ ~ ~ ~ 6 \ .I. / ~ / / ~ k R
N 45 r ~ \ ~ EXISTING CONTOUR ~ ~ _ ~ .n,~,~:. R i \ ;t~~ ~ a . ~ ~ 8° /R N R RA ~ V M
CA S ~ E \ ,F ~ F PROPOSED CONTOUR n/ C r T / ~ \ ~
E 0 : R o N 45 .PROPOSED SPOT ELEVATION 0 ~ ~ ~ ` ' GRADE G ~ \ / ~ ~,,.~.y,~;,,: A ~ ~ F C N
N _ ~ ~ E F \ E 46.0 0 OF PROPOSED SPOT ELEVA110N 0 TOP F OF ~ > ~ S F R
0 CURB/WALK C ~ ~ q . r C ~
OR EXISTING STORM DRAIN ~ ~w«;~ D E a,,. ~ ti / k ~ _ . ~ 4 ~ 3 ~
C~ ~ PROPO C e S ° SED STORM DRAIN 0 6 \ N 9 r ~ ~ s ~ o yAA'~ 'l 1111 r "^r~ 'r- r ~ t , ,t ,.y ; , : ~ rm~~~ . ; , ~ Q
3 / , N , 2 x~, SWFM PROPOSED STORM WATER FOR 0 . = , ~ CE MAIN O
4 SS EXISTING SANITARY SEWER - ~ ~ ~
C6 ~ 2 6 ~ ~ SS PROPOSED SANITARY SEWER ~ ; .,~F , ~ - ~ ~ ..M. V~ N M
S 6 '<<~ q.6 .
W - W EXISTING WATER GJ ~ z~. f~HW L ~ ~ ~~r~k ~ L47
~ . ~ W W PROPOSED WATER Gj _1 ? ccF I~
SSFM PROPOSED SANIT ARY SEWER FORCEMAIN d~ 1 L 9 ~ OF - . ~s:~,:. • ~
L~~ TSF TEMPORARY SILT FENCE t s,," MA ~ CA ti•~ ~ 0 3 ~ ~ , ~ ~ ~ oES. JPN
J ~ R OF
PROPOSED WATER EASEMENT a ~ ~ •:4+f ~ 1'1 A rf , ~ GA w . cK~. JST ~5
DA/CL DA/CL PROPOSED CONSTRUCTION LIMITS ~
s ~ PROPOSED CONCRETE SIDEWALK ~ U' ~ =s ~ ~ ~ ( DRWN. 9 ~
rr l oA~ 4 18 06
PROPOSED CURB INLET w ERO I W / SON CONTROL l~j ~ ~
qp L52 t 00sf PROPOSED INTERIOR LANDSCAPE ISLAND s S.F. tit N~ #x3W 41' a'l~ ~~IMY~ ki'S ~ ~ .~-i M r~ < <
l qp R ry Cq q ~ , yr, 9~r ' ~s y > I ~ " CI. o~ ~r
HANDICAP ACCESSIBLE PARKING SPACE B/ ~ NF r r N ~ ~ r ~ ~ m s
NEW PAVEMENT 30 ti ~ - FE C J ~ 0 w U ~ ~ C q
' pq GE C T 9 q 3 ~ ~ T E ~ E R 2 D
3g WATER HOUSE CONNECTION 2 0 0 4
g SEWER HOUSE CONNECTION ~ ~ ~ ~ ~ = ~
~ ~ ~a ~ ~~a Y ~iyr Lip
~ ~ ~ ~ TEMPORARY DNERSION DITCH / w~ ~a, Ige4.a.:,rase4~
EXISTING WETLANDS ~ 6
~ ~ w
- " - ~ ~ - ~ ~ - ~ ~ - COASTAL MARSH UNE
-..r-.-.-.- 11 1 ~o ~ ~
CAMA BUFFER LINE ¦ - ~ 3 ~ ~
404 WETLANDS LINE
MHW MHW MEAN HIGH WATER LJNE (MEAN HIGH WATER 0 50 100 150
LINE & PROPERTY LINE COINCIDE)
~ ~ n ~v J /
M i

m
J0 5~' M ~ LI' " , I
o It - I _ BRIDGE NUMBER 1 ~ r/ ~ _ _ ~ , ~ ~ Wq = ~
1 TEMPORARY WETLAND ,~-~'"J', ~ I I
IMPACT NUMBER 1 ~ ' 1, _ _ awe ~ z ~ ~
~ BRIDGE NU O F-
_ N M8 R ~1p1 / O RY ET ND t qyi pN ESTA LANG 0 JOHN ~ F-
p ~ ~ - - IMP CT NUMBER 12 E. ' g,~~'.p. ~ ~ , v ~ ~ IA CABINE 6, PAGE mw~ ~ ~ - - .,.,J W lA D I PA T _ - ~ ~ ~
- ~ , . ~ :f ~ 1 ~ I BRIDGE UMBER 3 U ~ W _ ~ Z Y
o ~ ~ _ - 2 WETLAND ` 1 i 4 IMPACT UMBER 3 ~ , W ~ ~
~ i WETLAND , a 1 - _ ~ ~ Y 3 t~
~ - ____r _ ,1.1, _ W TtuIPAGT _ , ~ a: 1 - ~ I ~ - - - W -
- _ ---r- _ -1.. NUM I W I ~ I ~ tai T-~ nT('„ 1' ~ ~ H _T I ,1 ~ a ~ ~ T I- ~ W ~ a - ~ -
1111 ~i`~ R ' ~ 1 3 3 ~ PERMA T IMPACT ~ 367.5 sf .0084 ~
L_ _ 1 ' J ( a , - O ~ Z
T~ ~ ~ 1 ~ ~ 1 T ~ ~ ~ 1 7 "e 7, z, ~ N Vl /j
w s ~ r- p 9 ~ I " ~ Fw r f V a ~ / S - ~ ~ o F ~ o ~ i M ~
1 - ~ msceae o, --~-------------~----r----~ ~ ! ---,--'-r ------T- NEUGE .~*,J r ~ r, w ;<,y i. ~ ! r, 'l fir, II- ~ a ~ ~ ~ Q o
I I I I I I I I I I I ~ ~ ( I~AAV CAB , I r. ~ t. ~ r,.. ~ I~ gym, PACE ' I ! I}, I C, ~ 1 5..;._._ ~ .,i I . z ~ f ; ~ ~ PROPOSED 12 v
~ -1---1----L--~--------= ' , ,--1---1---~- - ~ I / 0 ~ RCP CULVERT
- ~ - ~ ' -~---i---1---1---L--~----1-- ~ !H ~ _ _ J f ' R:' TUBE 20% (3~ O
~ ~ 1 ~ i-T rt Z a ~.r I, i 1 f. 1` L7 ~t. 1 i~,,,rr :ill ----,1 ~ J z ~ ~ _ - BELOW E m
' ~ , a ~ ~ ~ r ~ ' --~---1----~---1--1--1-- ~ ~ - ~ ~ ~ r a r to
~
..r . ~-s;~,3 t r r / ~ 3 .
i ,i. ND IMPACT `s,. ~
` N ER 4 ~ PER ANENT IMPACT
~o~",~°, ` ti I s~ ~ 126 881 sf (.0029 ac)
,
zsc ~rvd 'a iaN,eva dvn 'N~eoa dYrv ~ J

PL 4 4. TOTAL SITE AREA 3 03
1 " = 200' 1" ° 20' IMPERVIOUS AREA WITHIN 75' CAMA AEC: V
BUILDINGS - 2,617.86 sf (0.0601 ac) Z
PAVEMENT - 171.34 sf (0.0039 ac)
• 789. 94 sf 0.0640 ac ~ ~ ~ TOTAL IMPERVIOUS AREA. 2, 5 ( ) ~ j v~._ ! ~
a! _ 1 i~ r c ~ ~ ~ t _ _ ~ ! °~1 -
BRIDGE NUMBER 1 i ~ ~ , , I ~ _ I TOTAL WETLANDS ON SITE 7.67 acres t ' ~ ' Q
TEMPORARY IMPACT ~ i ! I IMPACTED WETLANDS: t W
_ UTILITY CROSSINGS ~ I I PERMANENT IMPACT TEMPORARY IMPACT , ~ ' m
- TEMPORARY IMPAC ~ d ~ - UMB R 1 2175.147 sf 0.0500 ac ~ ~ ~ _ TEMP. N E ( )
PERMANENT IMPACT • a'-~.~ - TEMP. NUMBER 2 - 773.446 sf 0.0178 ac Z IMPACT ( )
~ F~, _ _ a. - ~ _ _ 864.757 sf (.0199 ac) . TEMP. NUMBER 3 - 3,272.402 sf (0.0751 ac) ~ W .0199 ac W ( ) NUMBER 1 864.757 sf 0.0199 ac -
„ - - NUMBER 2 391.519 sf 0.0090 ac -
- - - PROPOSED 12 RCP ~ ? RCP NUMBER 3 764.079 sf 0.0175 ac - J W
- _ _ - - CULVERT TO BE 20~ (3 ) " ~ 494.476 sf 0.0113 ac - W BE 20% (3) NUMBER 4 - . ~ ~ 1 NUMBER 5 59.123 sf 0.0014 ac
_ _ _ _ _ - _ _ - - = BELOW GRADE ' i - _ - a
v. _ ~ _ j i~ ) t ~ ~ ~ ~ ~ TOTAL 2,574.054 sf (0.0591 ac) 6,220.996 sf (0.1429 ac)
r _ _ _ ,r { ~ 3 ~ ~
~1J: - e ~ _ ~ a_ _ _ - ~TEf~~O AGT - a ' I ( ~ P ; 1 ~
~ i ~ ! + 1 E ! ~ ~ ~ ; t
! i ~ s ~ i ~ ~ i
rw' - - - (.000 ~o~~;. _ . ~
- - ~~n e ~ U - - - - - r
i~ - ~ - ~
- r - - i;`
- :v~ ° °~rP - - J ~ ~ v ~~4' ~ - PERMANENT IMPACTED
y Y ~ ~ e ~ »;4'~? a h J AREA f
= - - t^ ' ~Y, ' j 59.123 sf (.0014 ac) r <r °x ,
I- y~ ,~'I _ i `V
w^ - - i _ r W F-
'r - i - - Il A 4 ~ to Q W N ! 'r
o :nw _ , ~ . `S ' O Z ul ~ N LLi
? 7 ~ 0 } J I _ ~ Qo~ ~ ~
~ ~ -W . aes"e~k . R k ,r~ n~. . ask r~~ ~ ~ rE ,n u~a~;.~,.~ .at .
R 1 PLAN MBE 1 PLA IMPA MB WE L T MP AR PLA M ND i A 5
1"=20' 1°=20' 1"=20'
J TOOP ELEVATION 75' ABOVE r~ d-
J ~o GROUND ELEVATION ~ ~
_ ~ N rn rn
- I I ~ r~ ~
J a;>~ ~r t~ d• d- p
~ i . r~ ~ ~ ;:~t - O ( n ~ ~ M U i
w R' , r~ R P C ED ~ F j n n CP O O ~
• ~ ~ ~ Y IM A T ~ ` , ` Af~~''~~~ 72.402 sf ~ , f r N
' X~~'` ,075.1 ac - ' U~ ~ ,
iR 1)N - - - ~ j ~ W ' ~ Z ~
~ ~ r ~ , I W
Y ~ ~ ~ ~ ~ a 2 Q 1 ~ ~ ~ ~ o
- f f ~ ~ , - - - - f/l ~ f ~ { i' I
- - - - - - - ~ - - - - - -
I j FIRST FLOOR ELEVATION AT O
- - ~ - - - - - POP -D~`~C2 RCP - - ' ? r LEAST 2.0' ABOVE 100 YEAR `t ~
- C TO BE 20% - - - ~ FLOOD ELEVATION (MIN.) W N
3 OW GRADI - - O` PARKING UNDERNEATH ~ U
~ _ - - ~ _ ~ BUILDING ~ Z
Z
ER1 Y p GROUND ELEVATION ~ ~ F-
. x ; 3 1 sf (.0090 ac) ti ` <C CD
ri ~ J. ~ Z_ E ( ~ ~
~ ~ f I . ~ ~ I ~.v~ ~ , <::~3t~(f)G~..NUMBER 2 L J J 1 N J ~ ~ O -
'A Mpg. ~ :M t t f~ , ~ ~~,~T~M~4~At~Y LMPAGT 1y- i ttt I I J TYPICAL BUILDING ELEVATION
~ 3 E 1 NTS
r~^ ~ ~ ~ 4~Ff~ITY '~~t~GS 1
TEMPQRAr~~ ~ u~- ~
,.i._
~ PROPOSED 12" RCP CULVERT PROPOSED GRADE C
PROPOSED GRADE
EXISTING GRADE PROPOSED ROAD PROPOSED SIDEWALK '
2 N IM N M A 3
1"-20' 1"-20' 1 - _ ~ ~
I
r^: t~ v t 1 t
i
- . S~".. PROPOSED UTILITY, SEE PLAN FOR SIZE, »
DEPTH AND LOCATION PROPOSED 12 RCP PROPOSED UTILITIES
CULVERT TO BE 20% (3) EXISTING GRADE BELOW GRADE
.~~i
`i" i ~ 1 i t' CROSS SECTION PROFILE
` - PERMA ENT IM T r i
~ TED 764.07 sf .01 ac ( ) TYPICAL CULVERT UNDER ROAD DETAIL
ARC 77~ 44~ BRIDGE NUMBER 3 i` NO SCALE
(.0178 ac~ TEMPORARY IMPACT oES. JPN
UTILITY CROSSINGS - CKD. JST
TEMPORARY IMPACT EXISTING GRADE ELEV. DRWN.
- S - - WF M %~/~/~i~ ,ri r~~i`r~/~r~/ :r;/r~~r ~y~~~~~r~\/`:~~/~\/\~.\\/r\\ PROPOSED FINISH GRADE
- - - \ ~ \ \ ~ \ \ \ \ - . \ ~ ~ , , ~ AFTER FILL (MATCH ELEV. DAiE 4/ 1 /06 / ;r,~ • ~ ~ \,~~/,\rr~/ /fir / / / / / / / / / / / \ r„ \ ; r . /r\/~~
BEFORE FILL) ~ ~//\,rr\,/~/ ~ J
YQ ~ Y~,M /M1 r
_ > ~ ' FM ~ `r cscuyiso~ru . ' t CAPS °°°i .
y:w N, 0~.
- - S - - ~ -
- - ~ i ~ _ .i / / ,,r ~ ~ ir,~//V, VA/VA/VA VA/ V/VA/VA/VA/VA/ r ; PROPOSE UTILITY LINE. t ~ ~ ~ - A/\/\/\/ L
- - - PROPOSED 12" RCP F j ~ l~~/\i r s V RCP \\j\\j\\j \ \\j\\j\ 11966 ~j' Uj
' ' ^~''~~-A..~ CULVERT TO BE 20X I ~ I .
~ ~ ~ 3" BELOW GRADE ( ) ZADE r / ~ / / r
f , i . A/\ ri

' i ( 1 ~ \%~~i`~ SCALE: 1 = 200 ',~`r~~/ ~ %rA%iA~/`
1 i ~ A ~.\`i ~i INVERT ELEVATION SEE PLAN
( j ' ~ ( Q-_ r ~ `~%~V//~~<~ . ~ - ~ , , , 0 100 200 400 600
PA //V/;/~,~~/~~~~~/r,/r;/,~~\!~V/::~~!~`~ SCALE: 1" = 2' r\~i,~rAA,
~"=20' ~°=20' TYPICAL UTILITY CROSSING WETLANDS o 1 2 4 s
NO SCALE

i
m
110' BRIDGE i
J
J Q i,
TOP BRIDGE = 25.00 Bridge Design Summary/Specifications GUARDRAIL SYSTEM Z Z '
12x12 WOOD GIRDER, IYP. 8212 CONT. RAIL ~ 8x12 x 5'-0" O I-
=III 1. Design Live Loads: = I ~I1) ~ PROPOSED GRADE NI bnd es: hs20 vehicle load 0 10'-0" O.C. ~ ' 4x8 DECKING SPACER d ~
I 640 Ib ft of lane - ~=1 ~ I=I ~ I=I I - d for moment desi n tY
--=1 ~ 1=1 ~ 1=1 ~ 1=1 ~ I a 18,000 Ib concentrate g -II1=11=111=111=I1 I 26,000 Ib concentrated for shear design U ~ W UI Z Y
tM - - 1=I ~ ~ ~ I ~ 2. Vehicle barrier (guardrail): 6000 Ib concentrated load W O t~ D - ~
I I ~I I - _ - ~ ~ I located 1-6 above the floor surface. III- I `t ~~I 3. Contractor toverify ali dimensions, .elevations, details on the job site. ~ Y
III - 4. All work to be in accordance with the North Carolina State Building 3uilding W
Code 2002 edition. (2000 International Building Code w/ N.C. amendmenb) ~ I .-W- W BULKHEAD amendment) ~ ~ e>, hown below. ~
5. Lumber shall be southem yellow pine and be of grade and treatment shown below. W W W 12"0 piles--grade astm d25, treated to 2.5 pcf cca per AWPA C3 & C18. .18. ~ O
/W W W W ' BULKHEAD 6X12 stringers--grade select structural, treated to 0.6 pcf cca per AWPA C2 & Cta ~s W W W 4X8 decking--grade select structural, treated to 0.6 pcf cca per AWPA C2 do C18, PA C2 & Cta Z c2 tr< c1a
y W W 12x12 girders--grade ~2 southern pine, treated to 2.5 cca per AWPA C2 dt C18. c2~c1a.
treated to 0.6 cca er aw a C2 do C18. EXISTING GRADE W W W ~ 8x8 posts--grade ~2 southem pine, pcf p p c2 ~ c1a w ;2&C16. ~ O Q
W ~ W 6x8 mils--grade ~2 southem pme, treated to 0.6 pcf cca per AWPA C2 & C16. W ~ W 6. All hardware shall be hot dipped galvanized in accordance with ASTM A1b3 ith ASTM A1b3 0 N
. W W W 7. 12"1b piling shall be embedded as required to develop a working capoolky of king capaolky of O
. W W 12 tons. J
W W W W W ~ ~ ~ ~ O ~ ~ m
W W W ~ ~
W W J
12"i WOOD PILE
WETLANDS
8x12 STRINGER 0 24" O.C.
MAX. SPACING
MBER 1 RID E NU B
MBLED VIEW ASSE
W
140.0' BRIDGE V J
Z
12.0'
- 11.0'
III=III-11 = V
I1=1I1=1I1=1I1=1I1=111=1I ICI =1 11=1 11=1 I I~ 11=1 I H I 1=1 I I Q
11=III-III=III=III=III=1111 PROPOSED GRADE =1 11=1 11=1 11=1 11=1 11=1 11=1 I I a. W
11=III=11I~ I1=1I1=1I I-1I I- o = _ m W
- - - - = I1=11I I~=1I ~I - -I I I~ I I~ I I-i 11 L _ _ = 11= I _ I I=11I~ 11=III=III=11 I=1 =1 ILI-I I Z
- =uL_I I . - ~ I I.I -III ~ I I1=1 I1=ll1=1 =1 I1=_ V I I I- - o - I I=1 11=1 11= I_ 11=1 11=1 L-J.LI- I=1 L - - - - - W
=1I1=1I I-I~1-111 111 I I1= W
II=III=1T_I I~-rl1-LI1=1_ BULKHEAD W W W W""e III-III-1~11~=~1=III= J
W W W W W W W W _ III~T ~-IIIT-III W W W W W W W W W W W""-"W -I -I I -I I I-I I-III-I - W a
y W W W W W W W W W W W W W"1 '-'III7-7Tf,jj JII-III- •
' W W W W W W W W W W W W ~I'~I~I'II'-"^ EXISTING GRADE W ~ THAT u~ wetT lard, . . W~-!~,., .
W W W W W UE IN THE NON-WEitANDS
AREA BULKHEAD •
~ z . v, 2 3 4 5 8 . .
WETLANDS •o Z O
'S 20~ ~ 20'-0" AREA WHERE
SLOPE AS RE IRED CHANGE SLOP AS REQUIRED
E N MBER 2 ID U BR (UP OR DOWN (UP DOWN)
10'-0" MAX 10'-0" ' MAX 10'-0" MAX 10'-0" MAX 10'-0" MAX 10'-0" MAX TYPICAL
8x12 CONT. RNL NT. RNL
CONT. BOTH SID AT VEHICU: WAY !TH SID U: WAY
8x12 STRINGER 0 24' O.C. MAX. SPACING
W
I 70.0 BRIDGE ~ N F.
PROPOSED GRADE W ~ Q W N
B Z w ~ ~ W
8.0' 8.0' ~8 ~ ~ ~ ~ J 12x12 WOOD GIRDER, IYP. Q ~ W ~ Z Q V H
II III III_III_III
1=1 I I- 11=11 I-1 - - 1i I_L
- - i-~ ~ _T~III~-1_I N t
V7 III- ~ ~=III=III= 'oo ~ - -I~ I N ~ 1=III=III=III=III=11 M 12"4 WOOD PILE
- I I M III-I I I.I I I=11 i-11I-
-1I1=1 I I-1~-~11-- J
BULKHEAD I =1I1=~= - _ i~ III=1= IL = 1 J ~o
~ I I I11=III==~=~1= W - W---. ~ -I I --1.1.~ I L-•-u
EXISTING GRADE W W W W W W W W ~ i ~ ~
t W W W W W W W BULKHEAD o
w I'7 ~ U
~
' WETLANDS 4x8 DECIgN6 O O ~ r- Q; ECIgNG
A rn rn ~
4x8 GUARDRNL SYSTEM - ~UARDRNL SYSTEM na ~ III " " ~
U rr+ W
Z ~ U
MBER 3 BRIDE N 0 X i,... Q 0
Q. LL
4x8 DECKING ~ 4-
8x12 SRBNGER 0 24' O.C.rj ~ MAtf. SPACIIG W N
I- U - ~t12 COlR, RAaI ~ Z
4x8 CONT. GUARDRAIL
N Z
~t12 x '~'-0' SPACER 0 10'-0' O.C. Y ~ ~ 0_ F- - d C~
M 8x6 WOOD POSE 0 3'-8" O.C. MAX. ~ Z
~ O M w J ~
~ 0 V - ° o ° ° ° ° 12x12 W000 GIRDER, TYP. p ~ . C7 ~S
M N ~ „ ~ 0 0 0 0 0 0
lV ~ 0 0 ° ° ° ° 0 0 0 ° °
3, 3/4"/ BOLTS 0 12"O.C.
~ ~ V 12"0 WOOD PILE
N
M 6" 6'
1-8" 5 -1 5 7 5 7 5 1' PLATE 4x1/4x2'-2"
W/ 5, 1'1 BOLTS v
A
C8
1 i
~INRED 20'-0' LEVEL AREA WNERE SLOPES CHANGE SLOPE AS REQUIRED
~ ~Q~~ (UP OR DOWN) (UP OR DOWN}
CONTINUES AS 10'-D' 10'-0' 10'-O' 10'-0' REQUIRED
DES. JPN
" " CKD. JST
3, 3/4 A BOLTS 0 12 O.C.
TOP OF DECK GRADE CHANGE DRWN. 8x12 CONT. RAT.
DATE 4 18/06
- 8x12 x 5'-O"
0 10'-0' O.C.
~gl1y18111li1gN
.r • ~ ~ ,r , ~ t4 ~ • ~ 4x8 DECKING X0"°0 x u:
8x12 S118NGER 0 24' O.C. ~•0 S 0
MAK. SPACING Q0
12x12 WOOD GIRDER, TYP. ~
h~ .ti

-1 '0 WOOD PILE 2 '~'~s~ 7~LL~ ~
~///I/Plylltt~
PLATE 4x1/4x2'-2" W/ 5, 1 "4 BOLTS
B
C8

i i
~ BOUNDARY LINE TABLE WETLAND LINE TABLE WETLAND LIN TA E BLE WETLAND IiNE TABLE WETLAND E TAE TLANO U E TABLE _
LINE BEARING DISTANCE LINE BEARING DISTANCE LINE BEARING DISTANCE LINE BEARING DISTANCE LINE BEARING I L1 TIE S00'24'21"E 127.56 ~ ~ " ~ ~ 11 " BEARING DISTANCE
I L „ L1 S86 32 02 W 14,94 L61 S30 21.05 W 5.68 L121 N74 23 45 E 1fi.22 L181 547 26 ~ 2 soo 28 25, w 70.05 L2 N3T24 52 W 62.23 L62 N56'02'44"W 32.82' L122 S52'33'08"E 21.32' L182 509'10'4 " S47'26'22"E .39'
L3 S00'41 42 E 70,12 l3 N58'24'31"W 39.93' L63 N52'55'38"W 44,71' L123 N49'20'34"E 15.70' L183 6 '1 ' " S09'10'4 " 21,91'
1 " I it > 1 11 i S D 11 N L4 S00'42'06"E 69.81 L4 L64 „ S56'08 25 W 44.21 N4338 34 W 42.99 Li24 N75'07 24 E 7,69 L184 N80'S711 S60'11' 20.73' N80'ST11" 40.34'
L5 S01'14'31 E 70.18 L5 S091712 E 58.96' L65 L1 5 " ' ~ " L6 S00'15'24"E 140.27 54912 28 W 5.67 2 N34'10 20 E 15.30 L185 N7812 2 N78'12'2 " 41.24'
L7 S89'3T03" 95.23 L6 S37 30 45 W 37.38 L66 S2T19 57"E 54.08' L126 N04'ST42"W 20.16' L186 S31'43'3 " S31'43'3 " 5,85' THIS CERTIFIES THAT THIS PLAT ACCURATELY DEPICTS THE
L8 S00'32'56"E 194.21 L7 S58'39'52"E 62.07' L67 SOt'28'40"W 37.38' L127 S85'23'18"E 24,66' L187 S77'25' " S7T25' 74.93' BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN
L9 570'15'24"W 100.88 L8 51142'02"E 53.58' L68 531'09'22"W 46.24' U28 S55'59'20"E 43.00' L188 S89'09' " L10 S6T04'53"W 103.44 L9 S40'00'21"W 79.48' L69 51105'59"W 53.80' L129 N33'0T50"E 12,87 L189 N69'59'47" S89'09' 32.04' WATER ACT PURSUANT TO THE 1987 CORPS OF ENGINEERS 03 N69'59'47" 43.75' DELINEATION MANUAL AS DETERMINED BY THE UNDERSIGNED ON ~9 5
U1 N16'19'20"W 292,84 L10 S2T05'41"W 36.04' L70 S21'S9'20"W 32.38' L130 N85'43'29"E 49.42' L190 S7T59'47" " THIS DATE. UNLESS THERE IS A CHANGE IN THE LAW OR OUR PO ~pE 577'5947 17.24 PUBLISHED REGULATIONS. THIS DETERMINATION MAY BE RELIED ~ ~~Pg~
L12 S80'55'30"W 85.12 L11 S68'11'15"W 62.68' L71 S54'22'S1"W 40.50' L131 S70'46'41"E 39.44' L191 N81'56'4 " N81'56'4 " 46.66' UPON FOR A PERIOD OF FIVE YEARS FROM THIS DATE. ISOLATED ~q~ 01 p1~
L13 503'28'02"E 150.93 L12 S83'S6'16"W 75.68' L72 516'30'26"W 32.36' L132 N78'53'30"W 39.02' L192 N7T05'3 "w ! L14 S02'43'15"E 185.00 L13 S82'35'56"E 86.53' U3 S63'39'38"W 24.29' L133 N55'46'20"W 27.69' L193 S83'36'19" V7T05'3 "w 33.46' WETLANDS OR WATERS THAT ARE OUT OF CORPS JURISDICTION ~p GR~O,~Op
L15 N02'S6'32"W 6,17 L14 S2T0T21" 32.1 T L74 L134 E S16'46 54 W 31,74 S02 50 24 W 27.61 L194 S84 28 W • ~ " ~ HAVE BEEN LABELED ON THE SURVEY. GR~O•(P~ pR~ 583 3619 44.45 G• 0~ G~
L16 N82'32'23"E 165.62 L15 S43'36'31"E 33,66' L75 S03'29'34"E 44.68' L135 N46'26'02"W 19.01 L195 S71'12'35"W 584'28' "W 22,18' ~'p~1ti FP 7 . a ~ P~ti S 112 35 W 27.44 d~7 5G
L17 N5T55'24"E 20,08 L16 N84'38'47°E 31.79' L76 S08'30'27"E 4L41' L136 S79'S9'43"W 1 L196 " 344'24'00" 45.84' SI ATURE, U.S. RMY CORPS ENG EERS OFFICIAL TITLE DATE
L18 N04'56'39"E 29.75 1 ,1 " 0.61 S44 24 001 L17 N21'36 29 E 30.54' L77 Nfi6 4211E 31.97 L137 S15 00 22 W 15.88 L197 S30 34 Ot L19 N20'24'12°E 76,20 530'34'01" 26.00' 020
L20 N " 918 L18 N0T50,58';W 56.17 L78 N72'08'24"E 46.51' L138 S74'tT04"W 50.35' L198 S71'S8'2 "W 3852 52 E L19 N23'34 29'E 70,51 L79 .56124'49°E 17,19' L139 S85'22'09"W 50.93' L199 S86"3744"W • ~ " ~ EXPIRATION GATE OF DELINEATION: ~ ~ ~ 57158 2 W 57, 44
L21 N59.14'06"E 29.74 L20 N08'29'56"E 74.20' L80 N3T10'09"E 46,70' L140 S0T4 '47" L200 " 386"37'44"W 42,16' " USACE ACTION ID: ' 07v
L22 N7339'49"E 52,51 .2 „W 29.75 N560117~ N560117 89,35 306'09'22"W 6.08'
j L23 579'54'08"E 97,85 L21 N3$ 3917E 33.15 L81 N6210 27 E 33.62 L141 S48 4137 W 9.99 L201 506'09 22 W '~i L24 N68'49'10"E 45.82 L22 N55'31 34 E 57.25 L82 N89'41'01"E 27,16' L142 S03'2T00"W 18.76' L202 552'2142" 552'2142" 59.06'
L25 S84'01'22"E 101.55 L23 S86'54'20"E 57,48' L83 N81'03'46"E 32.09' L143 S25'48'33"E 21.12' L203 S50'34'03" S50'34'03" 29.1 T
L26 S6T06'28"E 15.87 L24 S34'45'23"E 19.51' L84 S82'15'39"E 39.80' 1144 S40'06'11"W 27.33' L204 N8T25'14" N8T25'14" 19.46'
L27 N81'50'08"E 76.88 L25 S40'32'14"W 14.19' L85 S03'45'33"E 19.11' L145 553'36'07"W 18.38' L205 S88'38'1D" ' L28 S82'46'28"E 63.41 L26 S86'3T57"W 53.66' L86 N74'41'42"E 77.08' 1.146 S56'48'34"W 39.40' L206 S00'4T28"W S88'38'10" 20,92'
L29 S76'06'11"E 56.93 L27 S50'18'S5"W 76.21' L87 N70'ST31"E 65.01 L14Z S1T54'16"E 17.62' L207 S11'30'25"W 700'4128"W 24, 70' S11'30'25"W 13.91
L30 S8T09'01"W 69.35 L28 S22'06'07"W 63.81' l88 N64'41'30"E 55.82' L148 N79'36'21"E 40,69' L208 S75'5T 8" S75'ST 8" 46.68'
L31 S73'23'50"W 20,59 L29 N80'39'32"W 70.21 L89 N75'49'53"E 11,75' 1149 S10`13'30"E 31.23' L209 N36'11'06"E L32 SOt'46'24"W 26.28 L30 S25'33'46"W 83.19' L90 S15'12'12"W 12,16' L150 S29'43'29"E 41,10' L210 " N36'11'06"E 34,94'
l33 N81'20'16"W 34.02 11 1 N88 38 23" L31 N76'17 22 W 48,95 L91 S66'S8'O6 W 75.12 L151 559'47 57 W 26,25 L211 N78'27 06 N88'38'23" 78.35'
L34 578'55'38"W 57,29 L32 S71'19'38"W 49.91 L92 S68'04'00"W 92.38' L152 580'40'43"W 16.65' L212 N62'15'12" N78'2T06" 50.99' N62'15'12" 12.19'
j L35 565'03'07"W 30,49 L33 1 11 „ S60'19'54"E 11,98'
L36 S01'31'02"W 35,01 544'20 27 W 42.29 L93 S65 38 55 W 56.95 L153 S05 4915 W 26.14' L213 S6019 54 E I L34 S2918 30 W 125,05 L94 S8T01 14 W 53.60 L154 S49'47 09'E 11.70' L214 S18'4T57" ~ L37 S12'09 2 W 60.24 L35 S09'0T07"W 58.02' L95 N62'02'05"W 18.03' L155 S33'26'41"W 14.89' L215 ' ' " S18'4T57" 17,71' t'zs
L38 S01'43'05"W 42.09 ~ " N32 43 401 N32'43'40" 11.16' ~ 113 , „ ~^M
L39 S31'40'14"E 37.04 L36 S00 57 40 E 48.71 L96 S76'22 57 W 28.65 L156 S51 46 26 E 37.16 L216 N3T10 04 E L37 S19'41 50 W 38.26 L97 N87'40'49"W 23.55' L957 S44'29'39"W 13.45' L217 N46'42'14" N3T1004 E 31.04 yo, tt " \ 2S
L40 S21'26'OB"W 71.73 , 1 L38 S43'40'47"W 64.69' L98 S34'05'59"W 28.74' L158 S55'22'26"W 9.88' L218 S44'35'49"W L41 S33'29 03' W 54.18 N46 4214 32.67 RAW N ~o 344'35'49"W 23.02' C
" L39 S58'36'04"E 31,07 L99 S48'04'30"W 24.33' L159 N71'U3'15"W 25,25' L219 S36'34'OS"W L42 N88'56 58 W 12.93 336'34'05"W 17.84' N= 65,225,331' y~,
L43 S45'06'40"W 46.43 L40 S79'44'06"E 58.65' L100 S78'21'52°W 17.21' L160 S14'40'S0"E 20.51 L220 S79'03'28"W " _ r~o 379'03 28 W 35.55 E-2,219,928.866 / 0 1- ' ttz4
L44 S04'49'32"E 51.64 L41 S25'13'28"E 27.87 L101 S41'53'45"W 6.52' L161 S71'42'35"W 28.08' L221 N8T32'03"W J8T32'03"W 42.95' ' l~+ ~ ERB ~ ~a
L45 S52'S0'42" 16.85 L42 529'33'32"W 41.59' L102 S52`32'36"W 56.51' L162 St3'S3'S6"E 27.32' L222 S16'50'S7"E L46 S33'54'05"E 85,55 L43 S09'50'33"W 64.00'. L103 S10'03'36"E 30.31' L163 S54'55'47"W 13.79' L223 N80'15'45"E S16'50'S7 E 12.66 / ° 1137 ~ N80'15'45"E 39,44' / ~ C9 y
L47 S20'Ot'14"E 79,51 L44 N84'30'34"W 71,82' L104 S1T36'30"W 15.62' L164 533'58'20"E 31.92' L224 S55'38'34"E 555'38'34"E 41.74' ~ EIP ss, 113s roc t3o
L48 S42'43'S5"E 73.24 l45 N65'09'01"W 38.11 L105 S28'25'36"E 35.19' L165 S6T16'10"W 42.94' L225 N74'46'20"E , „ / 0 A), 2 V74 46 20 E 16.70 ~ ~ l\ n h SITE ~
L49 sob'S3'o9"w 50.35 L46 St7'08'S3"W 75.79' L106 N88'18'34"E 58.20' L166 50141'25"E 19.18' L50 S46'46'47"E 42.10 L47 S29'29'59"E 63,43' L107 S30'31'47"E 13.63' L167 N57'31'04"E 15.78' N= 65,053.005' R 0 S w ' \ 'E=2 22010 E B TRACT EIP ~ ~ o 9,901 ( 5 Y ~NE 8A BECHN NC
l51 S70'30'58" 90.87 L48 S36'36'26"E 43.68' L108 S69'52'1 "E 28,43' L168 S86'S8'S3"E 37.77
L52 S1T 1'16"E 47,51 L49 N29't8'35"E 58.91' L109 N69'44'33"E 32.04' L169 S04'44'31"E 33.30' EIP EIP 1.18 ~ A~. / ~ ~ ACR ~ ES ATLANTIC
L53 S35'14'00"W 47.06 L50 57709'13"E 16.24' L110 S30'14'42"E 21.22' L170 N7T53'40"W 36.01' L54 566'2139"W 28.03 L51 S82'22'47"E 50.42' L111 S1T54'34"W 13.79' L171 7 '41' " / P~ 6 h .VICINITY MAP NOT TO SCA OCEAN 5 o, LE
L55 N53'41'16"W 30.60 „ S $ 56 W 68.22 / ~ E~~ ,EIP ~ ` 9 NOR1H CARD NA
l56 N00'5T32"W 11.10 L52 S2512 02 E 48.19 1112 S77 4552E 66.31 L172 S54 23 00 W 44.21 \ p~ ~ u ~ BRUNSW1CK COUNTY EIP h r___,._.r._ / ~
L57 581'53'52"W 19.46 L53 S41'49'16"W 12.99' L113 N56'16'03"E 34.19' L173 8'25'59"E 37.73' L54 S60'00'07"W 23.01' L114 S1T11'34"E 17.94' L174 S04'54'11"W 16.01' TROY A. CAlSON I / R I, OWEN D. GIDLOW, CERitFY THAT THIS PLAT WAS DRAWN UNDER MY i / \ ~ ~ , ~9 ~ /Vy Y A, CAlSON HEIRS / \ ,ah _ SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERNSION,
k58 550'18'46"W 38.37 L55 559"14'11"W 23.61' L115 S4T2T18"E 23:46' Li75 S08'28'22''E 40:47. MAP CABINET 10, P~ j L59 S08'52'18"W 41,18 CABINET 10, PAGE 81 ~ EIR p0 NON WETLANDS DESCRIPTION RECORDED 1N MAP CABINET 30. PAGE 392 ,THAT THE 5 ERB N= 65,559.333
j L60 N6T41'22" 38.48 L56 N79'36'09"W .18.52' L116 N54'2T39"E 12.39' Li 76 S40'20'41"E 43,42' \ , ERROR OF CLOSURE AS CALCULATED 8Y COMPUTER iS 1 +10 000 EIP 5 E=2 220 707,684 7 - THAT THE BOUNDARIES NOT SURVEYED ARE SHOWN AS BROKEN LINES, \ ~ i o< L1 P
L61 g '58'3 " 28.20 L57 S40'28'19"W 25.01 L117 N21'40'00"W 8.33' L177 510'08'26°E 15.00' i \ E P A ~P LOTTED. FROM INfORMATiON REFERENCED, THAT THIS PLAT WAS ~ .y so3 , 0 81LL E. LANE et ux P PAR D I
L62 S03'24'17" 42.77 l58 S24'09'S0"E 24.36' L118 N31'2550"E 11.26' L178 N5T26'21"E 30.52' L63 I S09'12'23"W 65.02 L59 550'46'38"E 57.19' Li 19 S41'42'54"E 17.71 L179 $81'52'15"E 29.19' g l 'C E N CCORDANCE WITH G,S, 47-30 AS AMENDED. WITNESS ~ / 511 95' b , ~ C L6 502 ~ D,B, 930 PG. 101 ~ ~ ORIGINA S ATURE REGISTRATION N TUSCARORA VILLAGE. ~ ~ 5pg 9. 0~ ~ d~ Q UMBER AND SEAL THIS
L64 S 4'15'01"W 40.82 L60 S49'1T49"E 45.31' L120 S59'S9'02"E 17,58' L180 S7T55'44"E 34,56' CEN / 9~ lj Nk 10th p F MAY A.D:, 2D 06______ . TERLINE OF MAP CABINET 10, PAGE 93y ~ , ~Z. ~ 5D4 g6 ~ Q:
L65 S21'40'15"W 68.33 CREEK LOCATED ~ ~ ~ • k2 G .510 Sot a~ X ~ gyp' 5D6 . , ~e JULY, 2004 ~ h L10 5oD y
L66 S33'53'23"W 58.62 / . 26.11' W 509 1, MALADY L. LANE N D: r~ PLs
L67 S24'0T05"W _ 44.35 _ ~••--'0.90 Y 'C ~ ~ ,l .n5~ (TIE) SOB ..w 507 ~0~ no non on e~~ ~ t,d _ REGISTRATION N MBER L-4356
L68 S04'S '03"W 52,13 8 _ .I ~ \ ~ 5fl~1" 402 wi ~2~ +i[ 413 vo. aw, rv ,i,/ SEAL OR STAMP
L69 $25'10'47" 33.57 ~a - a1o ERB 3g L34 ; -
l70 $16'12'11"E 24.84 ~ L71 S46'5T55"W 20,37 ~ 158 159160. EIP 404 ~ 411 414 404 REVIEWAFFlCER'S:CERTIFICATE 153- 156 ~ \ B ~ ~3 <9 EIP' 'S e' 409 ~ ~ JURISDICTIONAL D
L72 ' S1T45'49"E 36.16 STATE OF NORTH CAROIJNA. i'~ 152 154155 181 L30 R ~ ~ L22 WETLAND COUNTY OF EIP ~Z - -
. " ~ i4 ~ L73 S60'i6 45 E 38,01 a 145 408 \ - ~ 147 , ~ o ' ts2 ts3 AREA-1.10 ACRES . a ~ k I, REVEW OFFICER OF
4 ~ ~ " ~ ~ 144A I L7 843 36 20 38,92 ~ < tas 1 1 1s5 1 1 NON-WETLANDS 144A A 5 / COUNTY, CERTIFY MAT THE MAP OR PLAT TO WHICH THIS CER1)FlCATION IS 144 143 ~ 150 164. 187 <a C EIP / AfFlXEO MEETS ALL STATUTORY REQUIREMENTS FOR RECORDING,
L75 $68'03'32"E 71.58 / taa ~ ~ L76 " 48.50 _ ~ L49 j S13 2510 W 7 L49 1a2 taa ~ ~ ~ L26 170 ~
i L77 S55'2T11"E 37.28 ,t8 141 D 188 .189 REVIEW OFFCER
L78 $32'48'5 " 26.83 ' L66 L6~ 137 es TRACT t~ ~ - v`' T 0 ~ DATE _ W _ /
L79 $10'42'13"W 20,18 ~ 6ti / yti ~ 117119 123 124 134 L80 $51'20' "W 31.12 / its ,2t 124 t34 32.97 NON WETLANDS ~ 2 0 tao 920• ~ ~ LYNDON L HOIDEN
L81 $32'43'3 "W 32.23 tt5 ACRES „E S D.B. 594, PG. 989 LEGEND: .Oh A~ P /
„ ( 114 .712 i22 L82 $445029 W 27.73 s~ it3 L69 r SI SE 9 9 / ~ EIP 0 EXISTING IRON PIPE ~ ND 'P FF nt G~ ~ ~ ERB 0 EXISTING REBAR
L83 $32'20'22"W 22,35 L105 85 86 89 69 QETAI MEAN HIGH WATER e4 so s2 no 317 $ l84 N775956 W 23.08 LINE LOCATED Ag ~i 9t 109 F 316 320 QETAIL # 1 317 EIS 0 g 404 EXISTING IRON STAKE
L85 $61'49'12"W 33,89 ~ o s3 s3 94 315 316 320 / ~ S NRB .NEW REBAR (SET) 1315 ~ JURISDICTIONAL EIP.
~ 4 JULY, 2004 ~ 2 L98 95 tos 314 321 L86 S1t 15 B' W 82 8 PLATTED LINE a / ECM 0 F ~ CONCRETE MONUMENT X12 313 23 WETLAND J,/ F~
' " 81 108 107 .312.313 23 ~ L87 S02 55 06 95.38 FROM M,C. 8, 80 ss C8 3 ' AREA=0.60 ACRE F ~ / PK 0 PK NAIL 4 / / 3 32 / R/R 0 RAIL ROAD SPIKE 311 ~ 325.. ~El \ y DIVISION ESTATE LAND OF
L88 $09'10'11"W 40,55 PG. 50 404 ~ 7s ~ NON- s 3„ 310 ~ 32, L89 $20'86'16"W 123,79 JURISDIOTIONAL v H WETLANDS s7 ~ too 310 ~ 328 2 ~ .1P,1,~ Si / R/W p N.C. D.O.T. RIGHT-OF-WAY MONUMENT j~ L191 58,2 , h0 / JOHN E, FULFORD /
L9o s55'2o'2s"W 75.52 WETLAND N a7 92 '03 309 7 9 / 32 h MA 1 ~ P CABINET 6, PAGE 130 ~ ~ 329 (TIE) 00~ q ~ ~ ~
L91 ~ 8, 7 AR A=5 7 A R 7s 72 L220 as toe ~ S89 5913 W 2 2 ( E ,9 C _ES 74 7s lot 301 i ~ ~ y F
L92 $56'10'39"W 50.18 ~ L146 73 71 too 205 y06 L93 $60'35'49"W 55.98 < L40 7o L227 203 208 .205 ~O6 3p'a 80~ ~ , G 03 208 a0 ~ ~ F`
ww k~ ~ 48 50ss 68 e3 L223 202 l94 S63'23,52',W 91.25 44 a7 e ~ 201 / 20 ~ 2 ~ ~i
L95 S55'OS 59 W 26,09 Lg1 3a a2 as 6`'~ e'~ L225 0 L~ 201. ~ ,9 o ~ / \ L217 E / NOTES:
L96 $31'43'33"W 31.24 L161 2s 37 4p 4146 48 51 81 60 55 \ G ~ * A PORTION OF TRACT TWO APPEARS TO BE IN A FLOOD L218 ~ F / " \ / ~ HA
~ L97 4' " 40.80 16 24 27 36 36 ~ 51A L21$ S6 33 2 i7 23 25 30 ^h L138 59 G\ I~ L98 $48'15'34"W 15.78 L176 t4 (j 22 35 39v 5523 6 4 ZARD ZONE. G ~ ~ \ * - 0 ~ / ~ TOTAL ACREAGE OF WETLANDS- 7.71 ACRES
. " ~ ,5 ~ 26 31 54 5 ERB ? \ ~ L99 $580928 W 27.71 "9 s t3 21 33 L156 58 / - ~JURISDICTIOP y \ ~b4 G ~ ~JURISDICITONAL
L100 $73'14'50"W 11,89 ~ 3A 20 32 57 L131 ' U WETLAND
L101 24A.94 ~ ,i t2 ,e t9 / ( ~ WE1LAN0 N46 24 43 9 4 to L156 ~ I y AREA~~,04 A~ y3 L132' \ ~ 9 , / A EAR .04 ACRE R ~ \ \ W y ~ \ ETLAND DELINEATION BY:
5 9A J NON- 606 ~ N48'S8'S2"E G \ LAND MANAGEMENT GROUP INC. F y ,
r~ 9 WETLANDS '00 44.32' 11E s s L189 '~5 t ) '9 / 3 0~ / THIS IS NOT A 404 LINE 1 LINE V
~ 7 lr ~ ~ ~ i ~ ~ 2 t L19 / \ 0
~ , y EIP y / / DIVISION ESTATE'LAND OF P 7 G ~ - PLAT OF .WETLAND DELINEATION .FOR OF ~ 9 RI N' G D .64692.472 GRID N: 62512.496
C~ ~ ~ / ~ ~ FULFbRD j 9 D N7T5947 E / /JOHN E. ~ A GRID E: 2220427.580 GRID Ei 2219917,669 G Q ~
,L, t7.2a'(11E) o / MAP CABINET 6,~PAGE 130 I 9 ~O / / \ ~ 9 \ 130 ~ ~ LATITUDE. 33 55 31 887. LATITUDE: 33 5510.362 \ LONGITUDE> -7878124.532" LONGITUDE: -78'16'30 771" S W EETWATE R, LLC
~ ~ / 9 / ~ ~ Y , V
< ~ F~ z / / / o MADE FROM MAP CABINET 30, PAGE 392, BRUNSWICK GRID N:64305.701 GRID N: 62541,913 , COUNTY' REGISTRY BRUNSWICK COUNTY, NORTH CAROLINA
~ Qy 20 ~ ~ / B GRID E: 2220325.789 „ GRID Ei 2220271.195 ' TIT © ~ AND. EXISTING PHYSICAL EVIDENCE. LA UDE 33'55 28069 LATITUDE: 33 5510,628" ,
~ 9 o / ~ Y LONGITUDE: -78'18 25J74 LONGITUDE -7$'1626.575
/ 90 2G F W ITHERS RAVENEL
GRID. N:63721.411 GRID: N: 62288.702 GRID E. 2220223.191 ~ GRID E: 2219807.494 B RU N S W I C K
/ / c . , H , , SURVEYING 0 LATITUDE. 33 7 58 2 29 ~ All L TUDE: 33 55 08.157 LONGITUDE: -78'1827.042" LONGITUDE: -78'16'32.098° 1027 SABBATH HOME RD., SW
SUPPLY, NORTH CAROLINA 28462
f' ~ / 127 1I 1 1 5A 3 / TEL; 910-842-9392 FAXi 910-842-8019 GRID Ni63098.410 GRID'Nc62218.935
'g 128 136 / cRlo E:221sas5.oo4 GRID Es2220232.726 WWW.WITHERSRAVENEL.COM _ o I
N N 137 V LATITUDE: 33'85'16.142" ~ LATITUDE: ' " 33 55 07.x36 Cor Office: LONGITUDE: -78'18'31,346' LONGITUDE: -78'16'27.059" Y Wtlmm ton Office:
a 1 35 138 N a - 6 S b 1..125 S 111 MacKenan Drive 7040 Wri htsville Avg i
~ ~ ~ 139 Car NC 27511 9 e, Su to 10L Y• Wilmington, NC 28403 _ GRID N:62712.805 GRID N: 61745.$05 #el: 919=469-3340 _ _ tel. [phone]
gg X61 'Q 124 129 134 L53 E GRID E: 2220293.862 GRID E: 2220000,239 LATITUDE 1.16 ~ 200 p aD 33'55 2 3 LATITUDE: 33 55 02.773. 2 aoD
m I N 130 'ry N - LONGITUDE: -78'16'26.291" LONGITUDE: -78'16'29.858" 1"= 200'
m Q , SCALE FEET
132 133
318 1 N 39 ~ THE SURVEY FOR THE LOCATION OF THE DELINEATED WETLAND
DESIGNATIONS AND ITEMS"DEPICTED ON THIS MAP WERE CONDUCTED USING GPS AND CONVENTIONAL SURVEY METHODS. GP5 LOCATED'-
m DETAIL 1 POINTS WERE MEASURED TO SUB-METER ACCURACY US{NG DGPS
NOT TO SCALE 3 SPECIFICATIONS IN THE CONUS NORTH: CAROLINA 3200 NAD 1983- 000RDINATE SYSTEM WITH 1RIMBLE PATHFINDER PRO XR/XRS DGPS:
0 :N UNITS. ©2006. 1NTHERS & RAVENEL -
BRUNSWICK SURVEI1NG THIS MAP WAS PREPARED SOLELY FOR THE LOCATION AND DEPICTION
OF THE WETLAND AND NON WETLAND AREAS AS DELINEATED BY SCALE: 1"= 200' DATE: 4-28-06
OTHERS AND IS INTENDED TO MEET THE MINIMUM REQUIREMENTS FOR -THE. U.S. ARMY CORPS OF ENGINEERS PURSUANT TO SECTION 10 OF
G N TOWNSHIP: LOCKWOOD FOLLY FIELD BOOK: 678-21 THE RIVERS ANO HARBORS ACT OF 1899 AND SECTION 404 OF THE
$i w CLEAN WATER ACT (CWA), COUNTY: BRUNSWICK FILE: 04203W
i '.Q I N
1 ~ I4 - STATE: NORTH CAROLINA JOB NO.. 04-203
i i
~l2 i!

i
1
i
COASTAL WETLAND LINE TA6LE MEAN HIGH WATER LINE TABL
LINE BEARING OISTAN I E CE L NE BEARING DISTANCE
L1 N22'48'20"E 7,03 L97 S5T55'24"W 20.08
L2 N20'28'46"E 41,87 L98 $04'56'39"W 29.75
L3 N33'04'23"W 29.49 L99 820'24'12"W 76.20
L4 N88'1 T51 "E 26.62 ~ L100 838'82'82"W 9.78
L5 N14'34'20"E 30.72 L101 $59'14'06"W 29.74 L6 N62'24'12"W 19.85 L102 873'39'49"W 52.51
L7 N29'S6'30"E 14.19 L103 N79'S4'08"W 97.85
L8 N L104 Sfi8'4y'10"W 45,82 52 30 37"W 13.45 L105
L9 N1313'27"E 34.47 N84'Ot'22"W 101,55
L10 N21'30'47"W 28.33 Li06 N6TO6'28"W 15.87 L107 L11 N32'0T09"W 45,42 $81'50'08"W 76,88
L108 N82'46'28"W 63.47 L12 N45'14'41"W 39.40 1
L 09 N76'O6'11"W 56.93 L13 N68'32'42"W 31.22 L11
0 N8T09'01"E 69.35 I L14 N19'32'38"W 37.99 L111 N73'23'S0"E 20.59 9a~ 0•\~`' '
L15 N35'38'16"E 26.54 L112 NOt'46'24"E 26.28 ~ P• PSG p\`'~ ,~y~
U6 N27'42'32"W 36.97 L1i3 $81'20'16"E 34.02 L17 N24'45'S4"W 15,43 Li14 N7$'55'38"E 57.29 aGR R\~ oGp~
L18 N02'43'S8"E 32.85 U15 N65'03b7"E 30.49 R\~ P~ Gg•1'
_ L19 N20'23'40"E 35.60 L1t6 NOt'31'02"E 35.01 G• GO~~ G~0 a•p~\2 F P
l2C N21'02'06"E 51.80 L117 N12'09'25"E 60.24 Yt GP\"~ 5
L21 N45'19'28"E 41.96 L718 N0143'05 E 42.03 ' 'i .
L22 N23'24'S8"E 63.61 L119 N31'40'14"W 37.04
L23 N24'11'26"E 83,99 L120 N21'26'08"E 71,73 L24 N11'40'44"W 25.78 L12t N33'29'03"E 54.18
L25 N06'58'27"W 16.11 L122 588'56'58"E 12.93
L26 L123 N45'06'40"E 46.43 N24'44'13"W 28.18 1124 N04'49'32"W 51.64
L27 N70'24'13"W 16,87 L125 N52'S0'42"W 16.8
L28 5 $47'27'26"W 10.13 1126 L29 N33'S4'05"W 85.55
870'42'86"W 66.33 U27 N20'01'14"W 79.51 L30 N15'08'34"W 15.38 L128 N42'43'S5"W 73,24
L31 N51'S3'26"E 57.81 L129 N 06 53'09"E 50.35
L32 N4T49'47"E 39.71 L130 N46'46'47"W 42.10
~ L33 Nt9'3T41"E 26.69 L131 N70'30'58"W 90.87
j L34 N12'08'09"E 39.04 L132 N1T21'16"W 47.51 L35 N48'S6'S6"E 29.65 L133 N35'14'00"E 47,06
~ L134 L36 N71'30'29"W 38.67 N66'2T39"E 28,03
L37 N81'38'S6"W 31.94 L135 553'41'16"E 30.60
L38 $68'32'05"W 15.17 L136 $40'87'32"E 11.10
L39 L137 N81'53'S2"E 19.46 N84'Ot'04"W 25.45 L40 N70'39'39"W 33.92 L138 N50'18'46"E 38.37 ~ 1J26
L139 N08'52'18"E 41,18 L41 N72'24'31"W 30.89 L140 \ ~ 2c
' L42 S6T41'22"W 38.48 $80'11'46"E 14.71 L141 N42'58'31"W 28.20 R/w 1r2s o
1 L43 $52'1 T06"E 12.72 L142 N03' 4' 7" 4 2 1 W 2,77 N= 65,225.331' ,
L44 N5T00'31"E 3.12 U43 J N09'12'23"E 65.02 r~ E=2,219,928.866~~~ \ \ pp,\
L45 $69'30'49"E 30A6 Lt 44 N44'15'Ot"E 40.82 L46 $84'371$"E 21.42 Lt45 N21'4015"E 68.33 \ ~ / ~ ~j ~ Q _ 1124
L47 N86'1T01"E 36.18 L146 N33'S3'23"E 58.62 \ \ ~ ERB ~~\`~D ~
L48 $54'47'80"E 24.00 L147 N24'0T05"E 44.35 /'C \ \ , ~ 1137 ~ \ \ / \ \ ~ EIP 66•~ ~
L49 N59'46'48"E 29.14 L148 N04'58'03"E 52.13 i \ _ ~ i ~ V 1 Aj, ~ 1139 MO 130
l50 $35'49'33"E 17,93 1149 N25'10'47"W 33.57 1N- 65,053.005' ~ \ \ ~S+~~ ~ ~ \ E=2,220,109,901'~~ ~ ERB \ TRACT EIP F ~ SITE ~
L51 818'06'36"W 103.90 L150 N16'i2'11"W 24.84 i L52 $31'80'21"W 41.41 L151 N46'ST55"E 20.37 \ , ~ ~ \ y y'ONE ~ ~A HOIDEN v
L53 Li52 N17'45'49"W 36.76 j $05'43'28"E 48.91 L153 N60'1 '4 " / ~ \ / ~ \ ~ 't \ EIP f 1.18 ~ ~4 , ~ ~ BEACH, NC \ \ \ / \ \ EIP gCRES
L54 N79'36'21"E 40.69 L154 6 5 W 38.01
L55 510'13'30"E 31.23 N43'36'20"W 38.92 ~ ~ \ ~ ~ \ yPS~ \ VlCINi TY MAP ATLANTIC ~ ~ \ \ \ ~ /,\~,R \ \ ,EIP ~ / ~ NOT TO SCALE ocEAN
L56 $29'43'29"E 41.10 L57 $59'4757"W 26,25 TROY A. CAISON HI / ~ ~ ~ \ L / / \ ~0~' / / / NORTH CAROLINA A. CAISON HEIRS ~ ~ ~ , ~ ~ ~ \ ~ ~ \ \ 0 EIP , ~ / / BRUNSVNCK COUNTY
L58 $80'40'43"W 16.65 MAP CABINET 10, PA( ,ABINET 10, PAGE 81 ~ ~ ~ ~ ~ ~ \ ~ / / ~ \ ,aka / R/(y i, CARY L, CURCANUS, CERTIFY THAT THI P
L59 $05'49'1 "W 26.14 5 S LAT WAS DRAWN UNDER MY ~ , / ~ ~ ~ ~ ~ \ ~L \ EIR 5G0 NON-WETlAN05 SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUP ~ \ ~ ~ ~ ~ ~ ? ~ ~ ~ ~ \ EIP ER8 / N= 65,559.333' DESCRIPTION RECORDED IN _ MAP CABINET 30,, PAGE 392 THATI THEE
L60 549'4709°E 11.70 ~ \ \ ~ / i \ ~ ~ \ ~ ~ \ \ / E=2 220 707.6 4' ERROR OF CLOSURE AS CALCULATED BY COMPUTER IS 1 _ _+_1_0,0_0_0__
L61 $33'26'41 °W 14.89 , ~ ~ / \ k ~ ~ ~ EIP / 8 THAT THE BOUNDARIES NOT SURVE D R / - CENTERLINE OF \ \ ~ ~ \~,1 qP ~Nlilf/y rE A E sr+oWrl As eaoKEN uNES, ERSECTION OF CREEK LOCATED /t \ y ~ \ \ ~ ~ e~9~ q4 91U, E, LANE et ux PLOTTED FROM INFORMATION REFERENCED, THAT THIS PLAT WAS
' L62 ~ INTERSECTION OF S51 46 26 E 37.16 CENTERLINE l63 $44'29'39"W 13.45 AN OF :ENTERLINE OF CREEK JULY, 2004 ^ \ TUSCARORA VILLAGE \ ~ / ~i ~a l ~ CAgO' REPARED !N ACCORDANCE WITH G.S. 47-30 AS AMEN 'S D.B. 930, PG. 101 ? .w DED. WITNESS
D EDGE. OF MI L64 855'22'26"W 9.88 BOTH LO .ND EDGE. OF M / \ ~ ~M1~P CABINET 10, PA E 93) / i ~ ~ \ ~ ; ~ 6~ i ~ ~ aA9' ~j0 ? ti; ~ ORIGINAL SIGNATURE, RECIS1RATi N ~ ARSH \ / \ , ~ ~ ~ti• ~ 6 P• ~SSJO ~ ON UMBER AND SEAL TH1S
CATED L65 N71'03'15"W 25,25 JULY, 2004 '0TH LOCATED ~ ~ \ , y / t ~ \ ~ ~ a`~ ~ ~ ' 404 I h / / \ ~ i i ~ / ~ 0:•4 •1 -~„-8th---. DAY OF _.._---JUNE------~ A.D., 2Q06------ \ \ ~ " •~.•Q' f LILY, 2004 \ , ~ \ \i ~ \ h ~ ~ ~ ,y'I / 0,
I L66 $14'40'50"E 20.57 \ / \ y ~ 1 . 1 SEAL y \ k \ \,og5 p'S MALADY LLANE / ~ 48414 GAQ I; G Rcarous, ets.
L67 871'42'35"W 28.08 L68 S1 ~ " 27 404 \ / / \ \ ~ ~ / \ GQ ~ 404 ~ 0.8, 930, PG. 111 / ~ QSTRAtI N NUMBER L-3474
3 53 56 .32 L69 854' '47"W 13.79 B 55 _ r~ . _ / \ , / \ , _ ERB'- ~ G1 , OR STAMP k ~ \ EIP I _ / ~ 9
_ _ ~ \ / / \ ~ . ~ 404 / ~i, ~1.
L70 S33'58'20"E 31.92 ~ ~ _ _ i~ , L2 i NON- ~1 \EIP \ JURISDICTIONAL ~I~~ rau REVIEW OFFICER'S CERTIFICATE
L71 S6T16'10"W 42.94 ~ ~ . ~ EIP \ 1IN11titt\ L9 I WETLANDS ~ \ \ WETLAND STATE Of NORTH CAROLINA
L72 ~ ~i r L S07 41 25 E 19.18 ~ ~ L73 N5T 15.7 ~ L13 N ~ + / \ / COUNTY OF r C%STA~ `404.. NON-WETLANDS / .13 N / _ REVEW OFFICER OF
3104"E 8 ~ _ , _ L74 S86'S8'S3"E 37, 77 - - - - _ _ _ ~ ~ tg , _ ~ tiGETLAND LINE ~ \ / I \ / COUNTY, CERTIFY THAT THE MAP OR PEAT T WHI LiS LOCATED \EIP / / 0 CH THI - -
L75 $04'44'31 "E 33,30 C n ~ 404 SCERTIFICATION IS ~ r 404 JULY, 2004 ~ ~ \ / / \ \ / AFFIXED MEETS ALL STATUTORY REQUIREMENTS FOR RECORDING.
L76 N7T53'40"W 36.01 ~ 1.\A~ i ~ ~ FIELD VERIFIED / \ \ / / / y „ - , ~ eY DCM s-s-os TRACT / \ / - h ~ \ / / / \ RENEW OFFICER '
I L77 $78'41'56"W 68.22 33 X145 ~ _ "COASTAL "COASTAL TWO \ / ~,f.\ / /
L78 S54'23'00"W 44,21 ' ~ ~ WETLAND UNE L23 L20 LOCATED L79 S68'25'S9"E 37.73 MEAN HIGH WATER WETLAND UNE 32.97 21 \ i / / \'1' / / / DATE ' LOCATED ACRES 920,'\ \ \ / \ / / / LYNDON L. HOLDEN
~ JULY, 200a j L80 S04'S4'11"W 16,01 LINE LOCATED ~ fIEIQ UERIFIEI JULY, 200a 43 i \ S ~ / fIE IFI '0~ / / / / / / ) D.B. 594, PG. 989
l81 S08'28'22°E 40.47 JULY, 2004 0 NON- BY OCM 6-6- w WETLANDS W UER ED Oa \ , i. 9\ ~ ~ / / ~ \ \ LEGEND:
l37 L82 ~ S40'20'41"E 43.42 ~ ~ , NON-WETLAN \ / \ ~ i~sl\ / / \ \ / / \ EIP 0 EXISTING IRON PIPE (FOUND) DS \ / ti/ / \F\ \ / / ~ ~ / \ ERB O EXISTING REBAR (FOUND}
~I L83 S10'08'26"E 15.00 PLATTED LINE '404`. L84 N5T26'21' E 30.52 , , EIP \ / \ ~~S\ ~ \ / \ EIS 0 EXISTING IRON STAKE (FOUND I 404 \ I` / ~ \ ~ \ NRB 0 ~
' FROM M.C. B, ~ p ~ ~ L85 S81'S2'15"E 29.19 PG. 50 ~ ~ NoN- / ~ )FF\~~ v / / \ \ NEW REBAR (SET) JURISDICTIONAL ~ \ > \ / ~sF\ \ / i \ ~ / / \ ECM f7 EXISTING CONCRETE MONUMENT FOUN
L86 69 WETLANDS ~ 7T S 5 '44" 34. ~ 5 E 56 WETLAND ~~El V v ~ / , v~` i v ~ ~ v ) ~ ~ ti\ DIVISION ESTATE \ / / PK 0 PK NAIL 'r
j L87 S4T26'22"E 22.39 ss 404 ' 404 22 OAP \ ~ ~ LAND, OF / / \ \ R/R 0 RAIL ROA P ' 518 ~ , / >+Y C JOHN E.~ FULFORD \ ~ / \ D s IKE
L88 S09'10'46"E 21.91 ~ L47 404 'I.1A \ ~ \ / / / 9~\ MAP A \ \ / / \ \ R W _ 1p0 ~ , ( ~ / / \q~/ / C 81NET 6, PAGE 130 \ ( / \ / C] N.C. D.O.T. RIGHT OF-WAY MONUMENT I ~ , g6 \ \ ~ \ \ \ \ \2\ \ / a \ \ \ 404 J R
L89 $60'11'35"W 20.73 \ o 0 ~ 12 sa FROM FLAG X60 L90 N80' 711 W 40.34 \ 'u+ B, s , tD FLAG X71 J . 11 ~ i / 1~ / i \ ~ ~ v v f'~ U 15DICTlONAL WETLANDS la; pro \ ~y \ ~ tiG\/ )\F\ ~ ~ \ \ , /
L91 N78'12'22"W 41.24 \ s s2 L5,.1, t 7HE COASTAL ~
\ ~ wEnANO I ~ L92 S31'43'30"W 5.85 \ U2 404 ~ 404 ~ WAS IOCAtNE ED t ~ \ i \ \ \ ~ ~ \ \ /7 \ , ~
L93 S7T25'42"E 74.93 ~ 404 COASTAL JUNE.2DO6 ' \ \ ~ iC \ \ ~ 2 \ i / t~ / \ \ / \ / , \ NOTES:
\ \ L94 S89'09'21"E 32.04 ~ WETLAND LINE; \ ~ L82 h ~ \ C~ C ~ ~ ~ AND 404 LINE I, ~ \ \ ~ l95 N69'S9'47"E 43.75 o RUNS TOG ERB • THE COASTAL WETLAND LINE WAS FIELD VERIFI
L96 S7T '47" 17.4 9J, \ cF~ ~ ETHER ~ ~ ~i \ \ \ 59 W 2 ~ \ L67 NON- i \ ~ JURISf~ICTIONAI \ ~ p V A A, V A ~ ~ A/ ~ v/ ~ A / ~v / \ V ~ ~ I OCM 6-6-06. ED BY
IURiSI?ICTIONAL \'A \ \ ~ \ \ ~ i\ / \ / \ / \ ','~;~i.' "WETLAND DELINEATION Y: I ~ i ~ \ \ ~ \ i~ \ \ \ ~ \ ~ / / \ (~L,I ,;I; ~ B LAND MANAGEMENT GROUP, INl1;. \ WETLAND \ \ \ ~ \ \ \ \ \ ~ / \ / \ MEAN HIGH WATER WAS DETERMINED BY ELEVATION OF
\ COASTAL WETLANDS ~.'C \ \ WETLAND \ N£TLAND LINE 3 \ ~ \ \ ~ ' \ i \ \ \ \ ~ \ ~ / \ ~ \ 2.9 FEET, DATUM N. G. V.D. 1929.
\ AND 404 I 606 5 ~ ~ \ \ \ ~ i ~ \ ~ f'~ RUN T L NE ~ E ~ i \ \ i 'C \ \ \ ~ ~ \ .9 ~ S OGETHER , y0 ~ ~ ~ \ \ i \ \ \ hi \ 2~ \ \ L ~ \ \ \ / \ ~ A PORTION OF TRACT TWO APPEARS TO BE IN A FLOOD
~ 2 \ Noy ~ \ ~ , \ \ \ \ y ~ \ • ~ \ \ i \ c^ \ , \ \ Y HAZARD ZONE. i~ \ \ ,k \ \ ti \ \
k ~ \ \ Y \,A \ \ ~ \ \ \ ~
9 \ ~ ~ ~ EIP \ ~ ~ x ~DIVI I \ ~ \ \ ~y n , ~ ~ , \ ~ ~ ~ \ ~ SON ESTATE LAND OF \ \y ~ iF \ i 9 \ \
! 'SY Q L96 \ \ ~ ~ ' JOHN E. FULFORD { \ \ \ , j~~?~j, PLAT OF COASTAL T \ I \ ~ Z \ \ GRID N: 63150,719 I, WE LAND AND
E \ ~F < f' ,'MAP CABINET 6, PAGE 130\ ~ \ ~ ~ Z~ I MEAN HIGH WATER DEUNEATION FOR I \ h~ VGF, A A\ y~ A GRID E:2219724,500' ~iil!;;;~ \ Q \ i \ \ \ ~ ~ LATITUDE: 33'55'16.689"
\ \ , LONGITUDE: -78'16 33.008"
y ~ L ~ \ F~, k \ \ \ \ SWEETWATER LL \ C \ \ \ >
\ \ ) ~ GRID N:62958.035~ ~ MADE FROM MAP CABINET 30, PAGE 392
I ~ ~~o , \ ~V A y \ , B GRID E: 2219666.848 COUNTY REGI T ,BRUNSWICK \ y ~ ~ S RY, BRUNSWICK COUNTY N LATITUDE: 335514,787" ANp EXISTING PHYSICAL EVI ~ ORTH CAROLINA
1, y~ LONGITUDE: -78'1833,709" OENCE. y~
i
I ~ , \ \ \ GRID N: 62499.364' ~ ` WITHERS & R cRlo E2219ss . AVENEL - © 2 sao
o \ \ \ N \ \ ~ ~ ' LATITUDE: 33'S510~249" - B R U N S W I C K SURVEYING LONGITUDE: -78'18 33.444" `
~ ~ \ . 1027 SABBATH HOME RD., SW
-p \ / Ul ' \ f SUPPLY, NORTH CAROLINA 28462 GRID N:62261.088' TEL: [phone] FAX: [phone]
v \ / GRID E:2219856,191' OD WW LATITUDE: 33'55 07.880" W. WI TNER SR A VEN EL. COM
LONGITUDE -.78'18'31.523" .
i ~ - Cory Office: Wilmington Office: 111 MacKenon Drive 7040 Wrightsville Ave, Suite 101.
O - M ~i G GRID N:61s85:429' Car NC 27511 Y' Wilmington, NC 28403 GRID E:2220155,181' tel: [phone]
ry 0 ~ tel: [phone] Lr~TITUOE: 33 55 02,165 2ao
C O _ . LONGITUDE; -78'16 28,025" 0 200 400 1 zao'
N scALe FE T
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! J Y © 200fi, WITHERS & RAVENEL -
m o _ N BRUNSWICK SURVEYING
7 O y i SCALE: 1"= 200' DAT E 6-6-06
O N
a TOWNSHIP: LOCKWOOD FOLLY FI 678-21 ELD BOOK. 681-15
i COUNTY: BRUNSWICK FILE: 04 I
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! ' STATE: NORTH CAROLINA JOB NO.: 04-203

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LEGEND ~ ~ ~ . 1 w \ ~ r Np A 1 / ad
1 ~ ~ 1 PROPERTY LINE , , } ~ o I o ~ f ~!S m W N b Q ro k 6 ~ ~ of N k
\ 1` /7 Jp fg ~ ~ ~ A. f_ qp Cq NN F. TgTF ~ ! U
- - - - ~ ~ r i RIGHT OF WAY ~ ~ 1 N r ~ \ ~ BI F (qr; F (n ~ ~ NFT UCFO D ~ ~ a 1: s ti ! Z
- - - -4s- - - EXISTING CONTOUR ~ " 1 ~ ~ ''.::e l~ ~ ~ GE f
~ ~ / PROPOSED CONTOUR / C / 3 ~ ! ~ Z
45 .PROPOSED SPOT ELEVATION 0 GRADE ~ ~ 1 • ,A Mho p ~ 1O ~ k k~ ~ o~ 1 ~ r J _ Q C7
r~ ' / ~ \ ~ ~ o R'xt~. ~ Z ~ / A . ~ ~ ~ ~ r + e"~ WqY w
46.0 ~ 1 / / PROPOSED SPOT ELEVATION • TOP OF CURB ALK ~ o~ /W ;y J ~ ~ N
OR ~ ~ ~ EXISTING STORM DRAIN . ~ ~V a ~ - r ~ ~ ~ ~ ~ ~ _
PROPO STOR 1 4` SEO M DRAIN ~ ~ 1 / ~ ~ tiw m x .L w ~ /
~k- ~ , 8 ~ \ Jtsy ~ ~ x" ~ ~ . ~ \ R ~
WF ~ . S M PROPOSED STORM WATER FORCE MAIN . ~ ~ i
A~ - SS EXISTING SANITARY SEWER 1 w \ / ~ \ V X ~1 ~ A ~
S 21W . S PROPOSED SANITARY SEWER ~ 12 (a8 / . . ~ ~ \ x ~ , ""SON m
J v ~ W W EXISTING WATER 1~ .
,s ~ \ A k ~ r f_ ~ S f ° l
Ih W W PROPOSED WATER d Q
~1 SSFM PROPO SED SANITARY SEWER FORCEMAIN 1
1 c TSF TEMPORARY SILT FENCE p ENre / ~ ~ 4` 60 \ \ s k yr /
~ RFE RvN ~ 1 ~U( k C° f °F M1 \ ' I ~ l
PROPOSED WATER EASEMENT 1 Y 2p °q re , 4 ~r . .
TROY A. °4 ~ ~ DA~cL ~Aicl PROPOSED CONSTRUCTION LIMITS ~ 1 ElRS ~ ,fir, , ~ ~ , L ~ ~ ~ , ~ ~ q~ ~ y~, ~ /
' I MAP CABiN . . E 81 a PROPOSED CONCRETE SIDEWALK 1 io, PAG ~ r • o f, \ \ / ~ 8B ~ / ~P r ~ ~ + , ~
I , ~ ~ ,~;K ,vr~ Mti ~ J f ~ ~ ~ w ENO \
p°~Nr PROPOSED CURB INLET w/ EROSION CONTROL BEp~N °F ~ ~ ~ f , . , 3 , ~ a AT/ ~G wo . , ~ ~ ~ ~ ~ u.... ~ Wq gN yl T FD ~ l
MFq NrN~ o 100sf p ~ wq r N tic ROPOSED INTERIOR LANDSCAPE ISLAND s/ S.F. 1 eR ti (~9 ~ C> CO ? ( / ~r \ _ ~ r . ~ \ TER Gy R 6 qST ~ ~ .l r' \ C/ / ,y C/ q ~ I ~ ~ N
(~Ne 1
HANDICAP ACCESSIBLE PARKING SPACE 1 4. qT AN ~ . v ~ . <°l ~ aY F, Fo o ~ ~ ~ ~ l ~ ~ VE C y ~ , A ~ 'AND ~ ~ ~ y !
1 NEW PAVEMENT s, R/Fy s y / t os ~ \ ~ ~ ~ ~ ~ < ~
~ /N ~ 1~~~ ~ ~ rE R / C ENT CT ~ • . ~ .N,„~" ~ ,1. , ~ r /
WATER HOUSE CONNECTION pq E ER /ON ~ ~ ~ h~.. qS ~ ~ N ST ~G CI ~
NE C W C p pF E p _ ~ v 4 r C N~~ ,.,!e G04 Cq T Cq q TEO MqR CRE ~ . f ~ t,. „ . . , 4C~ AW ~ ~ ~ DES.
S SEWER HOUSE CONNECTION NOTES: er Fi Eo No ~ sy fk 1 r ( o ~ JPN ~ ~ g VE 20 y ~ ,,.M....r,,,,,,~~,.,,,. y~ ~ N l~
1. NCDOT PERMITS ARE REQUIRED FOR ACCESS. TEMPORARY DIVERSION DITCH `6 RIFY C4 ~ ~ ~ ` 8 62 X61 ~ ...r, • ~ ~ C~ ~ :
2. IMPERVIOUS SURFACE AREA WILL EXCEED 25% OF SITE AREA. Cgs n , ors, ~ ~ ~ ~ L ~ ~ j
EXISTING WETLANDS 5h ~ ~ L ~ 1 I' Q DRWN. . " w A ~ ER ~
3. COUNTY AND STATE STORMWATER PERMITS A ND STATE SEDIMENT AND EROSION CONTROL PERMITS MUST BE OBTAINED PRIOR TO ANY ~ s Mp BUFF ~ ~ ~ ~ ~r 30' V DACE 4 18 06 ~ ~ ~
- - ~ - ~ - - COASTAL MARSH LINE DISTURBANCE. NO NATURAL DRAINAGE AREAS SHALL BE CLOSED OFF o~ ~ ~ CAMA BUFF y ~ . , • • ~ ; ~ Q FF ~ , 75 ~ I ~ ~
- - ~ - - ~ - - CAMA BUFFER LIN OR DISTURBED BEFORE OBTAINING PERMITS. E ~ ~ ~ ~ E_ Y ~
W \ il{ \ L52 ~ \ ~ / eee Bra.
- • • _ • • - • • - • • - 404 WETLANDS LINE 4. ALL WATER AND SEWER WILL BE BUILT TO COUNTY SPECIFICATIONS. ~ GAR (I N Nl off' ~ ai ~ ~ i
MHW MHW MEAN HIGH WATER LINE (MEAN HIGH WATER 5. ALL ROOF DRAINAGE SHALL BE DIRECTED TO THE STORM DRAINAGE (IC y ~q q T L39 C ~ ~ \ f ~ ~ ~ ? TEO R ~ ~
LINE & PROPERTY LINE COINCIDE) SYSTEM THAT DRAINS TO THE INFlLITRATION BASIN. O ~ i 04 ~ ~ ti ~ ~
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