20071730 Ver 2_401 Application_20080408

Ufa'
tLMG COPY
LAND MANAGEMENT GROUP INC.
Environmental Consultants
April 25, 2008
TO: Ms. Kim Garvey
U. S. Army Corps of Engineers
P.O. Box 1890
Wilmington, NC 28402
01• M3o V2
PR L
' 200?j

RE: Additional Information for San Rio Ocean and River Club: Phases 2 and 3
Brunswick County, NC
DWQ Project # 07 1730; Action ID# 200600440
Dear Kim:
Thank you for your letter dated February 22, 2008 in which you request additional
information regarding San Rio Ocean and River Club; Phases 2 and 3. Below is a response to each of
your concerns.
1. Based on conversations with your agent, Kim Williams of Land Management Group, Inc.,
and the Wetland ImpactAnalysis maps and cross-sections you submitted indicating a utility
easement at the locations of proposed impacts, it is unclear whether impacts will be
temporary or permanent. Maintained rights-of-way in wetlands are considered a permanent
impact by this office.
As previously discussed, the utility rights-of-way will be allowed to revegetate. Therefore, these
impacts are temporary in nature. Of course, it is possible that the Town or County will need to
conduct future work within an easement, especially if maintenance to the utilities is required. If
this is needed, the easement owner would apply for the appropriate state and/or federal permits
prior to beginning this work.
2. It appears based on the Wetland Impact Analysis maps and cross-sections that the utility
easements are well outside the span of the proposed bridges at each of the crossing
locations, which would result in a larger than indicated impact to wetlands. Please clarify
why utility easements are not under or immediately adjacent to bridge structures. Please
adjust impact assessment to include the entire area that will be impacted for utility line
installation.
The maps provided in December of 2007 showed a 70' wide temporary impact and acreages were
based on this dimension. However, the hatching used made it difficult to distinguish between
overall temporary impacts and the bridge. Based on your comments, the engineer has minimized
www.lmgroup.net • [e-mail] • Phone: [phone] • Fax: [phone]
3805 Wrightsville Ave., Suite 15, Wilmington, NC 28403 9 P.O. Box 2522, Wilmington, NC 28402
the width of disturbance to 50'. This has reduced temporary impacts to 0.284 acre of wetlands
and 50 LF of stream. Enclosed are the revised maps and PCN form.
3. If utility corridors will be permanently maintained, as indicated in]. above, mitigation will
be required In addition to compensatory mitigation to offset the loss of waters and wetlands
of the US, this office recommends full preservation of the waters and wetlands on-site using
one of the models on our website to avoid secondary and cumulative impacts associated with
the construction of this subdivision.
As stated above, these impacts are temporary in nature. Therefore, no mitigation is proposed.
I hope this response adequately addresses all of your comments. Please contact me if you have
any questions or need any additional information. Thank you for your assistance with this project.
Sin erely,
Kim Williams
Wetland Scientist
Encl.
C: Mr. Billy Sutton, Wakefield Development Co.
Mr. Dave Bartone, John R McAdams
Mr. Ian McMillan, DWQ
Mr. Chad Coburn, DWQ
2
Office Use Only: Form Version March 05
USACE Action ID No. DWQ No. 1 ' VI 3 O J 2
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing COUR 'E
'
1. Check all of the approval(s) requested for this project: COPS(
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
? 401 Water Quality Certification ? Express 401 Water Quality Certification
2
Nationwide, Regional or General Permit Number(s) Requested: NWP 12
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: ?
Y I L"_.:
II. Applicant Information
1. Owner/Applicant Information
Name: Wakefield Development Company
Mailing Address: c/o Mr. Billy Sutton 1LAN
10255 Beach Drive SW
Calabash NC 28467
Telephone Number: 910-575-4300 Fax Number: 910-575-8488
E-mail Address: n/a
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: Kim Williams
Company Affiliation: Land Management Group, Inc.
Mailing Address: PO Box 2522
Wilmington, NC 28402
Telephone Number: 910-452-0001 Fax Number: 910-452-0060
E-mail Address: kwilliamsglmgroup -net
Updated 11/1/2005
Pagel of 8
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: San Rio Ocean and River Club
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 19800002
4. Location
County: Brunswick Nearest Town: Shallotte
Subdivision name (include phase/lot number): San Rio
Directions to site (include road numbers/names, landmarks, etc.): From Wilmington take US
Highway 17S into Brunswick County. Turn left onto Red Bug Road. Turn right onto Holden
Beach Road Turn left onto Gray Bridge Road. Tract will be on right (see vicinity map).
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that separately
lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 33.9700 ON 78.3628 °W
6. Property size (acres): approx. 444 acres
Name of nearest receiving body of water: Shallotte River
8. River Basin: Lumber River
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project at
the time of this application: The project site is currently undeveloped except for a few dirt
roads Vicinity land use includes undeveloped, residential and agricultural land.
Updated 11/1/2005
Page 2 of 8
10. Describe the overall project in detail, including the type of equipment to be used: The
applicant proposes to create necessary infrastructure to access a residential subdivision. There
will be a total of four wetland crossings and one wetland/stream crossing. Bridges will be
constructed at all four of the crossings. Temporary impacts are needed at the four crossings to
install utilities Additional material may be trucked in if needed. A track hoe and bulldozer will
be used to level fill material. Road construction will follow sedimentation and erosion control
plans Silt fences will be used to reduce erosion into adjacent wetlands. Lots will be sold for
individual development
11. Explain the purpose of the proposed work: To provide access and utilities for residential
development
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. 404 wetlands were delineated by LMG and approved by Mr. Tom Farrell
of the US Army Corps of Engineers on 1/27/06 (Action ID# 200600440. The applicant obtained
a `No Permit Required' letter from Ms. Kim Garvey on 7/12/07 for Phase 1 development.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
No additional wetland or stream impacts are anticipated on this site.
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.
Updated 11/1/2005
Page 3 of 8
1. Provide a written description of the proposed impacts: The applicant proposes to tem op rarily
impact 0.284 acre of 404 wetlands and 50 LF of stream.
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)
1 Utilities (temporary) forested no adjacent 0.120
2 Utilities (temporary) forested no 900 0.050
3 Utilities (temporary) forested no 400 0.052
4 Utilities (temporary) forested no 150 0.062

Total Wetland Impact (acres) 0.284
3. List the total acreage (estimated) of all existing wetlands on the property: approx. 45 ac
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 wirlth_ then divide. by 4.3 SAO
Stream Impact Perennial or Average Impact Area of
Number Stream Name Type of Impact Intermittent? Stream Width Length Impact
(indicate on map) Before Impact (linear feet) (acres)
I UT of Shallotte
River Utilities (temporary) perennial 5' 50 LF 0.006

Total Stream Impact (by length and acreage) 50 LF 0.006
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact Name of Waterbody Type of Waterbody Area of
Site Number (if applicable) Type of Impact (lake, pond, estuary, sound, bay, Impact
(indicate on map) ocean, etc.) (acres)
N/A
Total Open Water Impact (acres) N/A
Updated 11/1/2005
Page 4 of 8
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0.006
Wetland Impact (acres): 0.284
Open Water Impact (acres): N/A
Total Impact to Waters of the U.S. (acres) N/A
Total Stream Impact (linear feet): 50
7. Isolated Waters
Do any isolated waters exist on the property? ® Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only applies
to waters that have specifically been determined to be isolated by the USACE.
No proposed impacts to isolated wetlands
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should be
described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ® uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of draw-
down valve or spillway, etc.): excavation
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): stormwater
Current land use in the vicinity of the pond: undeveloped
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts. The applicant took great care in
creating a site plan that minimizes wetland and stream disturbance. Because wetland fingers span
the length of the tract in some areas the applicant will construct four bridges to avoid permanently
impacting these systems However, temporary impacts are needed at these crossings to install
utilities Please note that this site plan was recently redesigned to address comments from the
Corps and reduce temporary wetland and stream impacts. Proposed temporary impacts are now
0.284 acre of wetlands and 50 LF of stream. During construction, organic material that is
excavated will be stockpiled in adjacent uplands. Once the utilities have been installed, the
wetlands and stream will be returned to natural parade and seeded with a wetland seed mix. One
bridge will be constructed in Phase 1 as well to avoid wetland impacts. No wetland impacts are
needed for lot fill and no permanent wetland disturbance is requested.
Updated 11/1/2005
Page 5 of 8
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/newetlands/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide as
much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a description
of the current site conditions and proposed method of construction. Please attach a separate
sheet if more space is needed.
Because the applicant has minimized overall disturbance and will not permanently impact
wetlands or streams, no further mitigation is proposed.
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/wp2/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): n/a
Amount of Riparian wetland mitigation requested (acres): n/a
Amount of Non-riparian wetland mitigation requested (acres): n/a
Amount of Coastal wetland mitigation requested (acres): n/a
Updated 11/1/2005
Page 6 of 8
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please attach
a copy of the NEPA or SEPA final approval letter. Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please identify
_)? Yes ? No
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers. If
buffer mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 3 (2 for Catawba)
2 1.5
Total
* Zone I extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or.0244, or.0260. n/a
Updated 11/1/2005
Page 7 of 8
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. There is no existing impervious cover on site.
Total proposed impervious cover for Phases 1-3 will be approximately 29% which includes
pockets of high and low density. The applicant will install silt fencing around the construction area
to reduce erosion into wetland areas and streams. The engineer for the proposed project is
currently developing a stormwater plan.
XIL Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
The lots will tie into the local sewer system.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application? Yes ? No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description: This
project consists of a residential subdivision and will not provide access or utilities to other tracts
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).
?,.J ---?
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Updated 11/1/2005
Page 8 of 8
PROPOSED WETLAND SPAN

NOTES
, #1 - 11BLF (TEMPORARY WETLAND NOTES:
, WETLAND IMPACT/STREAM jj O \
\ WETLANDS FLAGGED BY.
CROSSING SEE INSET 1 /i ?., LAND MANAGEMENT GROUP, INC,
% IMPACTS SHOWN INCLUDE ALL NECESSARY TO CONSTRUCT PROPOSED UTILITY/ 3805 WRIGHTSVILLE AVE.-STE. 15
THE PROJECT, NO ADDITIONAL IMPACTS SHALL BE
C
DSSING . 1,
\ WILMINGTON, N.C. 28403
CONSTRUCTED WITHOUT ADDITIONAL PERMITTING (IF (NO
BY BORE .
/ PHONE:[phone]
NECESSARY). IMPACT SEE INSET fi WETLAND FLAGS FIELD LDCATED EIY'
2, LAYOUT SHOWN 15 CONCEPTUAL ONLY, PROPOSF,D FKITY JIM BLANCHARD ASSOCIATES

3, LOT NUMBERING SHOWN SHALL BE USED FOR ILLUSTRATIVE
PURPOSES ONLY AND SHALL BE SUBJECT TO CHANGE
BRIDGE

NO WETLAND IMPACT
CANT 443 SARECTA ROAD
KENANSVILLE, NC 28349

PHONE:[phone]
(USACE #2006-440, I l i`
4. NO LOT IMPACTS ARE PROPOSED BEYOND WHAT IS SHDWN, JULY 13, 2007 PROPOSED UTILITY/
WETLAND CROSSING
5. ALL UTILITY/WETLAND CROSSINGS SHALL BE WITHIN OR _ BY BORE (NO IMPACT)
NEAR ROAD RIGHT-OF-WAY, UNLESS SHOWN OTHERWISE. SEE INSET 5
PROPOSED ETLAND
•1';? ?. SPAN #4 - 82 LF
(TEMPORARY WETLAND
PROPOSED WETLAND IMPACT) SEE INSET 4
,• ,y L_ Q 1
SPAN #2 - 61 LF
R
(TEMPORARY WETLAND ' ? ,' ?`, 't ' ••i •r'
IMPACT SEE INSET 2 EXISTING STREAM (PER
' ` -• a, ?•` LAND MANAGEMENT
TEMPORARY IMPACTS
SPAN LOCATION AREA F
1 5,232
2 2,185
3 2,290
4 2,683
*TEMPORARY IMPACTS INCLUDE
THOSE NECESSARY FOR UTILITY
PLACEMENT AT PROPOSED
BRIDGING, ETC
\\ ``\ `` I /, I\ G OUP)
PHASE 2 r? 1`\
%
I
`.. ° PHASE 3 +, - PHASE 1
?' r 1???(11(? ~ •"?i 11 \
!- LEGEND
1 f 1 I 1 / y? EXISTING WETLAND (404)
WETLAND IMPACT INSET
-1I s \ \ /
PROPOSED WETLAND - ? ?`• `, ? I, ' ? \ ! NOTE: GRAPHIC SCALE
SPAN #3 - 55 LF 400 0 100 400 800
(TEMPORARY WETLAND PHASE I; PLAT BOOK 0040, PAGE 0028-0032
IMPACT SEE INSET 3 O ' A PHASE III: PLAT BOOK 0045, PAGE 0003-0013 1 inch = 400 fL.
>74
OOP
D
?. ?'1 NO
II 00 ryM
?0
ww
zw
W Q Qa
WETLAND P
LIMIT OF DI
FENCING (T
10' UTiLITITY 50' R/W
EASEMENT 31' BACK OF WALL
24' F-F
PROPOSED
BIKE ROAD AND ROW
)TEGTION/ ?I RAILINGS LANE 10' LANE
URBANCE
14 ' CLEAR , y NO PWETLAND ROPOSED
SILT FENCE
NOTE. PILE LOCATIONS SHOWN ARE POSSIBLE INTERMEDIATE PILES
PRELIMINARY AND FOR GRAPHIC (TEMPORARY IMPACT)
PURPOSES ONLY. ACTUAL PILE EXISTING WETLANDS 1D8' g'
LOCATIONS WILL BE DETERMINED
DURING BRIDGE DESIGN. POSSIBLE f r
PILES NOT TO BE SET IN STREAM PROFILE B-8
CENTER, :3 ?
NOT TO SCALE o
-O ?
\\ ??OO ?\ \ PROPOSED FORCE MAIN
9 O \ _
NOTE: SEE CROSS \ p \ 5' MEANDERING
SECTION A-A FOR \ X 9p \ SIDEWALK
LOCATION OF UTILITIES \ \ 7'
WITHIN WETLAND AREA.
LEGEND
EXISTING WETLAND
® WETLAND BRIDGE
TEMPORARY WETLAND IMPACT
/ / `4 / (5,232 SF)
WETLAND PROTECTION/
LIMIT OF DISTURBANCE \
FENCING (TYP-)
EXISTING \ R
WETLAND \
AREA
1
1
1
WETLAND NOTES:
WETLANDS FLAGGED BY.
LAND MANAGEMENT GROUP, INC.
3805 WRIGHTSVILLE AVE.-STE. 15
WILMINGTON, N.G. 28403
PHONE-.[phone]
WETLAND FLAGS FIELD LOCATED BY:
JIM BLANCHARD ASSOCIATES
443 SARECTA ROAD
KENANSVILLE, NC 28349
PHONE. [phone]
scAut
4' C AR 3' - IN
3' MIN
EXISTING
ELECTRIC CONDUIT PILE SUPPORTS WATER LINE ? WETLAND
AS NECESSARY TELEPHONE AND
NOTES CROSS SECTION A-A CABLE CONDUIT
1- TEMPORARY EROSION CONTROL MEASURES SHALL BE NOT TO SCALE NOTES. (CONTINUED)
IMPLEMENTED DURING CONSTRUCTION OF THE CROSSINGS. 6. SPOILS FROM AUGERING SHALL BE REMOVED FROM WETLAND AND DISTRIBUTED
2. SEE OVERALL EXHIBIT FOR TEMPORARY IMPACT QUANTITIES. ON UPLAND AREAS.
3- NO FILL SHALL OCCUR WITHIN WETLANDS DURING ROAD CONSTRUCTION- TEMPORARY 7- FOLLOWING BRIDGE AND UTILITY CONSTRUCTION, DISTURBED WETLAND SHALL BE
WETLAND IMPACT/ REGRADED TO MATCH PRE-CONSTRUCTION CONTOURS-
4, BRIDGE SHALL BE DESIGNED TO SUPPORT TRUCK LOADING (I.E. FlRE STREAM CROSSING B. WETLANDS SHALL BE RE-SEEDED WITH WETLANDS SEED MIX UPON UTILITY AND
TRUCK, WASTE DISPOSAL, ETC.) BRIDGE CONSTRUCTION COMPLETION.
1 ALL PILE SUPPORTS WITHIN WETLAND SHALL BE AVGERED OR DRIVEN 9. ALL UTILITIES TO BE LOCATED WITHIN THE 50' ROAD R.0-W.
(TEMPORARY WETLAND IMPACT).
110. BRIDGE TO BE CONSTRUCTED FROM TOP DOWN TO REDUCE WETLAND IMPACT.
F?
////\ FM
10' u lurY- / - SPAN 1
EASEMENT (TYP) \ F? \ (TEMPOR RY EXISTING
WETLAND IMPACT/ WETLAND
STREAM CROSSING) AREA
r
r
TEMPORARY UTILITY/ P \\ \
BRIDGE IMPACT \ EXISTING STREAM (PER
1 " = 40'
Dmt 8-31-07
AMENDED: 12-12-07
AMENDED: 3-20-08
NOTE:
LAYOUT SHOWN IS CONCEPTUAL ONLY
BIKE
LAND MANAGEMENT
GROUP)
/ PROPOSED TIMBER
\ BRIDGE (118')
PROPOSED WATER
LINE
•0 \
F \ ?
1
1 1
'? II I ,All
GRAPHIC SCALE
40 0 20 40 80
I inch = 40 ft.
INSET 1
WE7LAND IMPACT ANALYSIS
VIEMAND SPAN #1
BRUNSWICK COUNTY. NORM CAROU NA
5d R/W
BACK OF WALL
24' F-F
PROPOSE 5
WETLAND PRTECTION/ RAILINGS 4' BIKE 10' LANE ROAD AND ROW 10' LANE SIDEW
LANE
LIMIT OF DIS URBANCE
FENCING {TY .)
3 4' C AR 3' -
w 3' MIN,
ELECTRIC CONDUIT) EXISTING WATER LINE/
) SEWER LINE WETLAND
TELEPHONE AND
CROSS SECTION A-A GABLE CONDUIT
NOTES' NOT TO SCALE NOTES; (CONTINUED)
1. TEMPORARY EROSION CONTRCL MEASURES SHALL BE 6. SPOILS FROM AUGERING SHALL BE REMOVED FROM WETLAND AND DISTRIBUTED
IMPLEMENTED DURING CONSTRUCTION OF THE CROSSINGS. ON UPLAND AREAS,
2 SEE OVERALL EXHIBIT FOR TEMPORARY IMPACT QUANTITIES. TEMPORARY 7. FOLLOWING BRIDGE AND UTILITY CONSTRUCTION, DISTURBED WETLAND SHALL BE
3. NO FILL SHALL OCCUR WITHIN WETLANDS DURING ROAD CONSTRUCTION. WETLAND REGRADED TO MATCH PRE-CON5TRUCTION CONTOURS
IMPACT B, WETLANDS SHALL BE RE-SEEDED WITH WETLANDS SEED MIX UPON UTILITY AND
4. BRIDGE SHALL BE DESIGNED TO SUPPORT TRUCK LOADING (I.E. FIRE BRIDGE CONSTRUCTION COMPLETION.
TRUCK. WASTE DISPOSAL. ETC.)
5. ALL PILE SUPPORTS WITHIN WETLAND SHALL BE AUGERED OR DRIVEN 9. ALL UTILITIES TO BE LOCATED WITHIN THE 50' ROAD R.O.W.
(TEMPORARY WETLAND IMPACT). 10. BRIDGE TO BE CONSTRUCTED FROM TOP DOWN TO REDUCE WETLAND IMPACT.
OSE
??i???G???sLl??% j ?( ?41 GLEAJ PROPOSED
?y v r ?
SILT FENCE
NOTE: PILE LOCATIONS SHOWN ARE ???POSSIIJILE INTERMEDIATE PILE5
PRELIMINARY AND FOR GRAPHIC (TEMPORARY IMPACT)
PURPOSES ONLY- ACTUAL PILE EXISTING WETLANDS 58' S'
LOCATIONS WILL BE DETERMINED ?7
DURING BRIDGE DESIGN. ? PROFILE B-H
NOT TO SCALE o
i \ ?Yx
\ PROPOSED
WATERLINE
WETLAND PROTECTION/
OMIT OF DISTURBANCE
FENCING (TYP.)
\ ` \ COQ p? ,Q au
?EX15?N? /WETLAND
AREA 12
PROPOSED TIMBER
BRIDGE (61') , i PROPOSED SANITARY
SEWER
' i
lo'
UTILITY
O-) EASEMENT
0
SPAN #2 \ ' -
(TEMPORARY
WETLAND/BRIDGE
i V IMPACT)
TEMPORARY UTILITY WEITLAND
IMPACT (2,185 SF) AREA
5' MEANDERING
SIDEWALK
16' DRAINAGE
EASEMENT
WETLAND NOTES: LEGEND
WETLANDS FLAGGED BY.
EXISTING WETLAND
LAND MANAGEMENT GROUP, INC.
3805 WRIGHTSVILLE AVE.-STE. 15
WILMINGTON, N.C. 28403 ® WETLAND BRIDGE
PHONE:[phone] GRAPHIC SCALE
WETLAND FLAGS FIELD LOCATED BY: TEMPORARY WETLAND IMPACT 40 0 20 as ao
JIM BLANCHARD ASSOCIATES
443 SARECTA ROAD NOTE: I inch = 40 ft.
KENANSVILLE, NC 28349 LAYOUT SHOWN IS CONCEPTUAL ONLY
PHONE: [phone] INSET 2
SCAUL
1" = 40' VVETLMD IMPACT ANALYSIS
Dom: 8-31 _07 WETLAND SPAN #2
AMENDED; 12-12-07 BRUNSWICK COUNTY, N01UH CAROLINA
AMENDED: 3-20-OB
50' SHARED COMMON ELEMENT
tHJtMtN I 22' WIDE PROPOSED BRIDGE EASEMENT
1'
PROPOSED
RAILINGS r 10' 10' EXISTING
ELECTRIC 6" RISE 6" RISE WETLAND
CONDUIT 3' TELEPHONE k
CABLE

' CONDUIT
4
CLEAR
\I/
4_1 -

I'
-All
3' MIN 13' MIN.

•

PILE SUPPORTS' AS ?•
SANITARY SEWER NECESSARY WATER LINE
CROSS SECTION A-A
NOTES,
1. TEMPORARY EROSION CONTROL MEASURES SHALL BE NOT TO SCALE NOTES: (CONTINUED)
IMPLEMENTED DURING CONSTRUCTION OF THE CROSSINGS. 6. SPOILS FROM AUGERING SHALL BE REMOVED FROM WETLAND AND

2 SEE OVERALL EXHIBIT FOR TEMPORARY IMPACT QUANTITIES.
TEMPORARY DISTRIBUTED ON UPLAND AREAS.

3. NO FILL SHALL OCCUR WITHIN WETLANDS DURING ROAD CONSTRUCTION- WETLAND S FOLLOWING BRIDGE AND UTILITY CONSTRUCTION, DISTURBED WETLAND
SHALL BE REGRADED TO MATCH PRE-CONSTRUCTION CONTOURS.
IMPACT
4. BRIDGE SHALL BE DESIGNED TO SUPPORT TRUCK LOADING (I.E- FIRE 0. WETLANDS SHALL BE RE-5EEDED WITH WETLANDS SEED MIX UPON UTILITY
TRUCK, WASTE DISPOSAL, ETC-) AND BRIDGE CONSTRUCTION COMPLETION.
5- ALL PILE SUPPORTS WITHIN WETLAND SHALL BE AUGERED OR DRIVEN 9. UTILITIES TO BE PLACED WITHIN 50' SHARED COMMON ELEMENT.
(TEMPORARY WETLAND IMPACT,
10. BRIDGE TO BE CONSTRUCTED FROM TOP DOWN TO REDUCE WETLAND
1 55' IMPACT.
4' CLEAR \FILL PROPOSEDOw
?SILT FENCE PROPOSED
' BRIDGE
5' -
NOTE: PILE LOCATIONS SHOWN ARE EXISTING WETLANDS 45' 5'
PRELIMINARY AND FOR GRAPHIC a PILE SUPPORTS AS
PURPOSES ONLY. ACTUAL PILE Z'
LOCATIONS WILL BE DETERMINED g PROFILE B-B NECESSARY m FJ
DURING BRIDGE DESIGN- W J NOT TO SCALE (TEMPORARY D
3 IMPACT) o
'PROPOSED SANITARY \ T
SEWER
-P /
/ PROPOSED TIMBER
BRIDGE (55') /q
EXISTING
WETLAND /
AREA / PROPODRIDVEWAY HARED
PROPOSED
WATERLINE
TEMPORARY UTILITY/
BRIDGE IMPACT
N (2,290 SF) SPAN 43
(TEMPORARY
WETLAND/BRIDGE
IMPACT)
_ EXISTING
- ---? / \ WETLAND
AREA
10' UTILITY
EASEMENT
? v \
/ SHARED COMMON
i? II ELEMENT \
I \
WETLAND NOTES: LEGEND
WETLANDS FLAGGED BY:
LAND MANAGEMENT GROUP, INC. EXISTING WETLAND
3805 WRIGHTSVILLE AVE.-STE. 15
WILMINGTON, N.C. 28403 ® WETLAND BRIDGE
PHONE:[phone] GRAPHIC SCALE
WETLAND FLAGS FIELD LOCATED BY: TEMPORARY WETLAND IMPACT 40 0 20 40 80
JIM BLANCHARD ASSOCIATES
443 SARECTA ROAD NOTE: 1 inch = 40 ft.
KENANSVILLE, NC 28349 LAYOUT SHOWN IS CONCEPTUAL ONLY
` PHONE: {910)296-1921 INSET 3?
scent
1" = 40' LA11TD IMPACT ANALYSIS
DM-. 8-31-07 NTETLAND SPAN #3
AMENDED: 12-12-07 BRUNSWICK COUNTY. NORTH CAROLINA
L AMENDED: 3-20-08 /
TILT TITY
WETLAND PR TECTION/ RAILING
J
LIMIT OF DIS URBANCE
FENCING (TY .) I. I I
27' BACK OF WALL
20' F-F
PROPOSED
ROAD AND EASEMENT g'
SIDEW
10' LANE 10' LANE

3' 3'
4 CAR ? 'I. ?
- - S
00
ELECTRIC CONDUIT PILE SUPPORTS
SANITARY SEWER AS NECESSARY
CROSS SECTION A-A
NOT TO SCALE NOTES; (CONTINUED)
1. TEMPORARY EROSION CONTROL MEASURES SHALL BE 8, SPOILS FROM AUGERING SHALL BE REMOVED FROM WETLAND AND DISTRIBUTED
IMPLEMENTED DURING CONSTRUCTION OF THE CROSSINGS. ON UPLAND AREAS,
2. SEE OVERALL EXHIBIT FOR TEMPORARY IMPACT QUANTITIES. TEMPORARY 7• FOLLOWING BRIDGE AND UTILITY CONSTRUCTION, DISTURBED WETLAND SHALL BE
3_ NO FILL SHALL OCCUR WITHIN WETLANDS DURING ROAD CONSTRUCTION. WETLAND REGRADED TO MATCH PRE-CONSTRUCTIGN CONTOURS.
4. BRIDGE SHALL BE DESIGNED TO SUPPORT TRUCK LOADING (IF. FIRE IMPACT BRIDGE ONSTRUCTIONECOMPLETION. WITH WETLANDS SEED MIX UPON UTILITY AND
TRUCK, WASTE DISPOSAL, ETC.)
5. ALL PILE SUPPORTS WITHIN WETLAND SHALL BE AUGERED OR DRIVEN 9. ALL UTILITIES TO BE LOCATED WITHIN THE 50' ACCESS EASEMENT.
(TEMPORARY WETLAND IMPACT). A7 ' \I AV 10. BRIDGE TO BE CONSTRUCTED FROM TOP DOWN TO REDUCE WETLAND IMPACT.
SILT FENCE

NOTE. PILE LOCATIONS SHOWN ARE
PRELIMINARY AND FOR GRAPHIC
PURPOSES ONLY. ACTUAL PILE
LOCATIONS WILL BE DETERMINED
DURING BRIDGE DESIGN.
POSSIBLE INTERMEDIATE PILES
(TEMPORARY IMPACT)

WETLAND PROTECTION/
LIMIT OF DISTURBANCE
FENCING (TYP,)
All
PROPOSED TIMBER
BRIDGE (82')

WETLAND NOTES:
WETLANDS FLAGGED BY:
LAND MANAGEMENT GROUP, INC.
3805 WRIGHTSVILLE AVE.-STE. 15
WILMINGTON, N.C. 28403
PH ONE: [phone]
WETLAND FLAGS FIELD LOCATED BY:
JIM BLANCHARD ASSOCIATES
493 SARECTA ROAD
KENANSVILLE, NC 28349
PHONE: [phone]
SCeu\
1" = 40'
Dais. 6-31-07
AMENDED: 12-12-07
AMENDED: 3-20-08
PROFILE B-H
NOT TO SCALE
LEGEND
EXISTING WETLAND
® WETLAND BRIDGE
TEMPORARY WETLAND IMPACT
NOTE:
LAYOUT SHOWN IS CONCEPTUAL ONLY
3'. MIN.
1+ EXISTING
WATER LINE) WETLAND
TELEPHONE AND
CABLE CONDUIT
EXISTING
WETLAND
AREA
FILL

GRAPHIC SCALE
40 0 20 40 80
I inch = 40 ft.
INSET 4
VVE71A,ND IMPACT ANALYSIS
ViEn AND SPAN #4
BRUNSIMCK COUNrY. NOMH CAROUNA