20021773 Ver 1_Riparian Buffer Authorization_20021105

}
Z�
November 20, 2002
AVOLIS ENGINEERING, P.A.
P.O. Box 15564 • New Bern, North Carolina 28561 • (252) 633 -0068
Mr. John Dorney
401 Water Quality Certification Program
NCDENR
1650 Mail Service Center
Raleigh, NC 27699 -1650
RE: DWQ #02 -1773, Bailey Pointe Subdivision, Beaufort County
AE Project No. 9908'
John:
As requested by your letter of November 8, 2002, enclosed please find the following:
• Original and six copies of signed application
• Original and six copies of signed agent's letter
• Map showing all Tar - Pamlico buffers for this project
Should you have any questions regarding the enclosed information, please do not hesitate to call.
r.r,.,,, _%,
L -2- 4l

Film
Y.o 0`N CH0 W NNY BA
November 20, 2002
Mr. John R. Dorney
401 Water Quality Certification Program
NCDENR
1650 Mail Service Center
Raleigh, NC 27699 -1650
RE: DWQ #02 -1773, Agent Authorization Letter, Bailey Pointe Subdivision
AE Project No. 99083
Dear Mr. Dorney:
Please accept this letter as our appointment of Avolis Engineering, P.A. as our
agent in permitting matters for the above - referenced project. Should you have any
questions, please do not hesitate to give me a call at (252)229 -7798.
Sincerely,
Doug ton
Project Manager
� b �OGc?.nlL
800 POTOMAC DRIVE, CNOCOWINITY NC 27817 TOLL FREE 800 -914 -3300

Office Use Only: Form Version May 2002
USAGE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N /A ".)
- P-
I. Processing E` t
Nov
1. Check all of the approval(s) requested for this project: €. `
Section 404 Permit [Z< Riparian or Wershed Buffer
Section 10 Permit F-] Isolated Wetland Q
401 Water Quality Certification f '
2. Nationwide, Regional or General Permit Number(s) Requested: NW 14
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 Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), 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:
II. Applicant Information
1. Owner /Applicant Information r JAI` ? ° Jk
Name: Weyerhaeuser Real Estateq ompany
Mailing Address: 800 Potomac Drive
Chocowinity, NC 27817
Telephone Number: 252- 229 -7798 Fax Number: 252 - 975 -7469
E -mail Address: [e-mail]
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: Joseph C. Avolis, P.E.
Company Affiliation: Avolis Engi.neerincl, P.A.
Mailing Address': P.O. Box 15564
New Bern, NC 28561
Telephone Number- 252- 633 -0068 FaxNamber: 252- 633 -6507
E -mail Address: [e-mail]
Page 5 of 12

III. Project Information
Attach a vicinity reap 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 USOS 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 ofproject: Bailey Point Subdivision
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 15-015501
4. Location
County: Beuafort Nearest Town: Bath
Subdivision name (include phase /lot number): Bailey Point
Directions to site (include road numbers, landmarks, etc.): South on NCSR 1 725
(Pamlico Beach) from the intersection ot NCSR Co sou
2.3 miles. Site is on the right.
5. Site coordinates, if available (UTM or Lat /Long): 3 5 ° - 2 5.9 5 7' N 760-38.233'- W
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): 345 Acres
7. Nearest body of water (stream/river /sound/ocean/lake): Bailey Creek
8. River Basin: Pamlico
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at htip:// h2o .enr.state.ne.us /admin/maps /.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Site is currently wooded and undeveloped.
Surrounding land use is rural residential with predominant
forestry and farming uses.
Page 6 of 12

7
10. Describe the overall project in detail, including the type of equipment to be used:
Project will be a low density 85 lot residential subdivision.
The main subdivision road is proposed to have seven crossing
over wetland fingers. Work will be accomplished using roadway
construction equipment including bulldozers, graders and backhoes.
11. Explain the purpose of the proposed work:
Seven wetland crossings will allow the construction of the
subdivision access road. There will be no other roadway crossings
associated with the project.
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.
There have not been any previously issued wetland related permits
for this project.
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. _
There are no future anticipated wetland permits anticipated
for this Drolect.
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. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must 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.
Page 7 of 12

1. Provide a written description of the proposed impacts: The roadway crossings
will impact 404 Wetlands only. No "blue line" streams are
directly impacted. Blue line impacts associated with CAMA
wetlands occur at two crossings on y.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on map)
I
Type of Impact*
Area of
Impact
(acres)
Located within
100 -year Floodplain **
(yes /no)
Distance to
Nearest Stream
(linear feet)
Type of Wetland * **
Crossing 1
Roadway
0548
yes
1' (CAMA)
404
Forested
Crossing 2
Roadway s
.0545
yes
45'
404
Forested
Crossing 3
Roadway
.07771
yes
52'
404
Forested
Crossing 4
Roadway
.06631
yes
100'
404
Forested
Crossing 5
Roadway
.0957
yes
150'
404
Forested
Crossing 6
Roadway
.0214
yes
150'
404
Forested
List each impact separately anti identity temporary impacts. impacts mcluoe, but are not timitea to: mecnanizeo clearing, grading, till,
excavation, flooding, ditching /drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100 -Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA- approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1- 800 - 358 -9616, or
online at hitp: / /www.fema.gov.
* ** List a wetland type that best describes wetland to be impacted (e.g., freshwater /saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
Crossing 7 Roadway .0488 yes 150' 404 Forested
List the total acreage (estimated) of all existing wetlands on the property: 7-5 Acres
Total area of wetland impact proposed: 0.449 Acres
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on map)
Type of Impact*
Length of
Impact
(linear feet)
Stream Name **
Average Width
of Stream
Before Impact
Perennial or
Intermittent?
(please specify)
Crossing 1
Roadway
55'
UT to Bailey Crk
10'
Inter (CAMA]
Crossing 2
Roadway
45
UT to Bailey Crk
10'
Inter (CAMA:
List each impact separately anti identity temporary impacts. impacts ineivae, our are nor umitea to: culverts ana associateu rip -rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss /gain),
stabilization activities (cement wall, rip -rap, crib wall, 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.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1- 800 - 358 -9616, or online at
www.uses.tov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapquest.com, eic.).
Cumulative impacts (linear distance in feet) to all streams on site: 100,
NOTE: Crossings 1 and 2 impact "blue line" streams by virtue of
CAMA wetlands within 50'.
Page 8 of 12

4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
(indicate on map)
Type of Impact *
Area of
Impact
(acres)
Name of Waterbody
(if applicable)
Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)
None
List each impact separately and ident iy temporary impacts. impacts include, but are not limited to: till, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. 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): Fx-] uplands F-] 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.): Aesthetic
Size of watershed draining to pond: 5 AC Expected pond surface area: 2.5 AC
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.
Proiect minimizes the impact to the large area of wetlands on the
site. The proposed roadway is located on the upstream side of
the property for all crossing locations. r
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.
Page 9 of 12

USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, 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 NCWRP 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/stn-ngide.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.
A conservation easement will be placed on fifteen lots in the
subdivision to prevent any further wetland fill from being
permitted in the future.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
(919) 733 -5208 to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http: // h2o .enr.state.ne.us /wrp /index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): -0-
Amount of buffer mitigation requested (square feet): -0-
Amount of Riparian wetland mitigation requested (acres): -0-
Amount of Non - riparian wetland mitigation requested (acres): - 0 -
Amount of Coastal wetland mitigation requested (acres): -0-
NOTE: Total riparian buffer area impacted is less than 150
linear feet. No mitigation is required.
Page 10 of 12

IX. Environmental Documentation (required by DWQ
Does the project involve an expenditure of public (federal/state) funds or the use of public
( federal/state) land?
Yes F� No
X.
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 (919) 733 -5083 to review current thresholds for environmental documentation.
Yes F-1 No F-1 N/A
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 ❑ N/A
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.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar - Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify Tar -Paml i r-n ) ?_
Yes ® No F� If you answered "yes ", provide the following information:
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
1 6
3
N/A
2
2,423
1.5
N/A
Total
3,809
N/A
zone 1 extends out 3U teet perpendicular trom near oanK of channel; Gone z extends an
additional 20 feet from the edge of Zone 1.
NOTE: Total riparian buffer area impact is less than 150'.
No mitigation is required.
Page 11 ,of 12

If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 213 .0242 or ,0260.
No buffer mitigation is proposed due to the total impacted
crossing length being less than 150 linear feet.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both 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.
Existincl impervious acreage = 0 Acres. Final impervious
acreage = 41.89. Final built upon area = 12.14 %.
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.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes El No a]
Is this an after - the -fact permit application?
Yes No
XIV. 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).
No other circumstances.
Doug Hylton, Agent November 1, 2002
Applicant /Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12

404 WETLAND CHECK DAM
IMPACT AREA =2380 SF \,
GRASS
Y.
ti SWALE
jet j , j ; J j �— — — — — _ TYP.
-- 20' 44 %' ' / _ i 5LF 18 RCP ±00
PAVEME J '
ZONE 2 BUFFER AREA
SILT FENCE CONCRETE
IMPACT =2350 SF
TYP. HEADWALL 'y � ��
ul 4 ZONE 1 BUFFER AREA
D
UPLAN
�f IMPACT =1386 SF
CAMA LINE V UPLANDS
(NO IMPACT) \ 404 WETLAND LINE
t _
G
LIMITS OF WETLAND FILL s D
L
I 49LFx60 W = 15360
=
FINISH 3250 SF °•.F�Grgt�G� •'\
RADE
C°
6 6
EXISTING
GRA E
4 4
0.427
2 2
STA 43 +50 PROPOSED ROAE SIDE
48 LF 18" RCP PIPE BEDDING DITCH GRADE
0 3'Wx8 "D 0
CD CD CD CD o �'o o �
o� o of o 0 0
44 +00 43 +00 42 +00
VV r TLAND CROSSING X (STATION 43 +50— ENTRANCE ROAD
`
.- ",ORIZONTAL: 1 " =50' ° so goo
`v ER TI CAL: I"=3' GRAPHIC SCALE
I" = 50'
CLIENT:
WEYERHAEUSER REAL ESTATE COMPANY
DRAWN BY:
WFF
CHECK'D BY:
JCA
DWG NO. 99083
DATE:
10/10/02
SCALE: 1 " =50'

404 WETLAND CHECK DAM
IMPA REA =2374 l YP.
S 63 3'34 "E 751.77'
ZONE 2 BUFFER ARE J� - -
IMPACT =73 SF
_ 20' - _ -. - +00
PAVEMENT
SILT FENCE '; ;% 'j
TYP. - � , - - - --- -1� - -- - -
38.0' FROM R/W 48 LF 18" RCP GRASS
TO CAMA LINE --ZONE 1 BUFFER AREA SWALE
(NO IMPACT) / IMPACT =O SF TYP.
CAMA LINE
(NO IMPACT)
,
UPLANDS 404 WETLAND LINE UPLANDS
F-_ LIMITS OF WETLAND FILL I
50 +00 49 +00
WETLAND CROSSING .. #2 (STATION 49 +30- ENTRANCE ROAD)
HORIZONTAL: I"=50' ° So goo
VERTICAL: 1 " =3' GRAPHIC SCALE
1" = 50'
L
4
OSED ROADSIDE
DITCH GRADE
2
1
N: 11
CLIENT:
WEYERHAEUSER REAL ESTATE COMPANY
DRAWN BY:
WFF
CHECK'D BY:
JCA
DWG NO. 99083
DATE:
10/10/02
SCALE: 1 " =50'
AVOLIS ENGINEERING P,A, WETLAND CROSS— SECTIONS
_71­w
Civil and Environmental Engineering
BAILEY POINT SUBDIVISION
PO BOX 15564 NEW BERN, NORTH CAROLINA 28561 NCSR 1725
PHONE: [phone], FAX [phone] BEAUFORT COUNTY, NC

MMr itit s i
} t s
f {
on
404 WETLAND
IMPACT ARE _
270 CHECK DAM
o�- 2339,E TYP. GRASS
0 '77 � �, � � 4 Z>, SWALE I
TYP.
3:
JK SILT FENCE
TYP. � �, _:._ �" � S -/D
48 LF 18" RCP 0
�- 20
ZONE 2 BUFFER AREA �� �C �� 51.9 FROM RAW PAVEMENT
' IMPACT -0 SF \ TO \AMA LINE
ZONE 1 BUFFER AREA
{ IMPACT =O SF CAMA LINE
(NO IMPACT)
� 404 WETLAND LINE v,
NNAAV \ \111111111111HI1,i I
/���
LIMITS OF WETLAND FILL = AL (� D
(
t 0 FINISH 72LFx60'W = 15360 VXI�NG 6
GRADE 2962 SF •':FNGiitE�••: '�SADE
56+00 5
WETLAND CROSSING �3 (STATION 54+70-EN TORANCE ROAD
�4+nn
5W
CLIENT:
WEYERHAEUSER REAL ESTATE COMPANY
DRAWN BY:
WFF
CHECK'D BY:
JCA
DWG NO. 99083
DATE:
10/10/02
SCALE: 1 " =50'
C.
4—
4
��
4
0.19%
\\
— 0.22%
2.5) (2.5 )
2
2
STA
54 +70
PROPOSED ROADSIDE
48
LF 18" RCP PIPE
BEDDING
DITCH GRADE
J,
0
0
i
L(-)
o
Lc')
o
�
L(-)
l L
CD
Q0
Lc
ir 00
;I
00
56+00 5
WETLAND CROSSING �3 (STATION 54+70-EN TORANCE ROAD
�4+nn
5W
CLIENT:
WEYERHAEUSER REAL ESTATE COMPANY
DRAWN BY:
WFF
CHECK'D BY:
JCA
DWG NO. 99083
DATE:
10/10/02
SCALE: 1 " =50'
WETLAND CROSS— SECTIONS
BAILEY POINT SUBDIVISION
NCSR 1725
BEAUFORT COUNTY, NC

59 +00 20 — 6 +DO.
PAVEMF
SILT FENCE JINV.)
TYP. 404 WETLAND
NOTE: NO COASTAL IMPACT AREA =2887 S
WETLAND OR RIPARIAN
BUFFER IMPACTS AT
THIS CROSSING
LIMITS OF WETLAND FILL
/ U.73LFx60'W
\\11A111111 i Ilplll!i
�A C��.;'' %, '3855 SF
EXISTING oiEs `
6 GRADE kNA w= EF
- _ U I I b,37b�_:*
hit
t
2
PROPOSED ROADSIDE
DITCH GRADE
I 0
co 0
o�0000;
—48 LF 18"
�Z�_Zx�
2.5 GRASS
I
SWALE
UPLANDS TYP.
I
—404 WETLAND`, LINE
FINISH
GRADE
�.. ` STA 60 +75 1
�iy••�•••• � O ��,�� 48 LF 24 RC C.
//u dill n -- u1������` 0.42%
�. % ---
(2.5' X__"(25)
PIPE BEDDING
3'Wx8 "D
cow of__
dLc� r j N j r() Lc�
59 +00 60 +00 61 +0
WETLAND CROSSING W4 (STATION 60 +75- ENTRANCE ROAD`
1
4
2
0
o� Qo
')2 +00
CLIENT:
WEYERHAEUSER REAL ESTATE COMPANY
DRAWN BY:
WFF
CHECK'D BY:
JCA
DWG NO. 99083
DATE:
10/10/02
SCALE: 1 " =50'
WETLAND CROSS— SECTIONS
BAILEY POINT SUBDIVISION
NCSR 1725
BEAUEORT COUNTY, NC

WETLAND CROSSING #5 (STATION 66 +40- ENTRANCE ROAD)
HORIZONTAL: 1 " =5'0' 0 50 100
VERTICAL: 1"=3' GRAPHIC SCALE
1" = 50'
CLIENT:
WEYERHAEUSER REAL ESTATE COMPANY
DRAWN BY:
t (J�i1
j tai
CHECK'D BY:
JCA
DWG NO. 99083
DATE:
10/10/02
SCALE: 1" =50'
404 WETLAND LINE
Q
UPLANDS
CHECK DAM -,,,
(INV.)
2.8'
TYP. , 2.8
7 7
W
20'_ ---;
- 66 +00 '�
65+00
'67A
'.�
-
PAVEM
4$-L F 18 RCP /�i
% /,� %��'.. � /
-►- --
- -�
SILT FENCE 2.8'
1.2'
2.8' GRASS
TYP.
SWALE
NOTE: NO COASTAL
404 WETLAND TYP.
UPLANDS
IMPACT AREA =4169 SF
WETLAND OR RIPARIAN
BUFFER IMPACTS AT
THIS CROSSING
LIMITS OF WETLAND FILL
94.17LFx60'W
EXISTING
5709 SF
FINISH
GRADE
GRADE
6
0.057
6
STA 66 +40
_
48 LF 24�
--
4
-�
4
0.33 %: - _
0.38`0
2
(2.8')
(2.8')
PROPOSED ROADSIDE
I� �
DITCH GRADE
"`
PIPE BEDDING <;� , ��� ;�'�,
0
0
cfl
d-
r__
C-0
C-1-1
N
L
Lc�
Lci
Lc�
Sri
1
Lc-
Lc�
65 +00 66 +00
I
68 +00
67 +00
WETLAND CROSSING #5 (STATION 66 +40- ENTRANCE ROAD)
HORIZONTAL: 1 " =5'0' 0 50 100
VERTICAL: 1"=3' GRAPHIC SCALE
1" = 50'
CLIENT:
WEYERHAEUSER REAL ESTATE COMPANY
DRAWN BY:
WEE
CHECK'D BY:
JCA
DWG NO. 99083
DATE:
10/10/02
SCALE: 1" =50'
AVOLIS ENGINEERING, P.A. WETLAND CROSS— SECTIONS
7 m
Civil and Environmental Engineering BAILEY POINT SUBDIVISION
PO BOX 15564 NEW BERN, NORTH CAROLINA 28561 NCSR 1725
PHONE: [phone]; FAX [phone] BEAUFORT COUNTY, NC

01) �
1, 1S
404 WETLAND LIN�
UPLANDS
1.8
(INV,)
A A
2 6'0 7 3.0
-T 4'
R 432.07'
T -100.00'
L = 196.54 3,0 20' PAVEMENT
GRASS
SWALE CHECK DAM
Typ.
3.0' TYP,
48 LF 18" RCP
UPLANDS
O
' 13 0' NOTE: NO COASTAL
k
WETLAND OR RIPARIAN
SILT FENCE 404 WETLAND j BUFFER IMPACTS AT
TYP• ITHIS CROSSING
IMPACT AREA -931 SF
LIMITS OF WETLAND FILL
20.17LFx60'W
EXISTING 1198 SF � FINISH
GRADE GRADE
4 —0�21 % 4
0.38%— ( 3.0')
c
(3.0)
E 2 STA 71+30 2
PROPOSED ROADSIDE D
48 LF 24" RCP
DITCH GRADE
AL (t
0 PIPE BEDDING 1 r,260- 0
S&81
CD CD CD
CD CD CD X-e!
Lc� Q0 Q0 Qo Q0
IN,,
70+00 71+00 72+00 73+00
WETLAND CROSSING #6 (STATION 11 +30-LNINANU NUALI)
HORIZONTAL: I"=50' 50 100
VERTICAL.- 1"=3' GRAPHIC SCALE
I" = 50'
CLIENT:
WEYERHAEUSER REAL ESTATE COMPANY
DRAWN BY:
WFF
CHECK'D BY:
JCA
DWG NO, 99083
DATE:
10/10/02
SCALE: 1"=50'

1127 SF 1.2'
CIIJ
/(INV.) co/
ou 00,
PAV_vf�l '00
11
a
2, 0
CHECK DAt;
TYP.
NOTE: NO COASTAL 2.6'
WETLAND OR RIPARIAN SILT FENCE '
BUFFER IMPACTS AT TYP. 1.3' 2.6
THIS CROSSING i (INV.)
LIMITS OF WETLAND FILL
3.58LFx60'W
EXISTING FINISH 2539 SF
GRADE GRADE
6 1
4
2
PROPOSED ROADSIDE —'
DITCH GRADE PIPE BEDDING
0 3'Wx8 "D
i
CD �o o �o 0
CD CD CD CD CD
Lc� ic0 ifs c0 �cO N c0
0 = 17 °49'42"
R = 478.19'
T = 75.00'
L = 148.80'
UPLANDS
83 00
— — -- ---- --
404 WETLAND LINE
- \\xx��w���uunl
15360
7 /INllil 11U111�
2.6')
'---STA 81 +90
48 LF 24" RCP
80 +00 81 +00 82 +00
WETLAND CROSSING W7 (STATION 81 +90- ENTRANCE ROAD
SID
2 _
0
CD
O
d- c0
F: 1
CLIENT:
WEYERHAEUSER REAL ESTATE COMPANY
DRAWN BY:
WEE
CHECK'D BY:
JCA
DWG NO. 99083
DATE:
10110/02
SCALE: 1 " =50'
WETLAND CROSS- SECTIONS
BAILEY POINT SUBDIVISION
NCSR 1725
BEAUFORT COUNTY, NC