20041684 Ver 1_Application_20041018

STATE OF NORTH CAROLINA .
DEPARTMENT OF TRANSPORTATION
MICHAEL. F. EASLEY DIVISION OF HIGHWAYS
GOVERNOR
North Carolina Division of Water Quality
401 Wetlands Certification Unit
October 11, 2004
®41664
W. LYNDG TIPPETT
SECRETARY
U12@20WRI
OCT 1 8 2004
Attn: Mr. John Domey MR- WATER QUAUTy
2321 Crabtree Boulevard
Raleigh, NC 27604-2260
Subject: NC Moving Ahead Project No. MA10166R - Union County. WBS Element No.
37300 (DWQ Minor Permit Fee 5200-Mr
y 7-
5-Dear Mr. Dorney:

The North Carolina Department of Transportation (NCDOT) proposes to improve the
safety of NC 218 in Union County by paving two feet of road shoulder in each travel lane from
the intersection of US 601 north to the intersection of NC 205. The total project length is 10.7
miles and has been identified by the North Carolina Moving Ahead program as a needed safety
improvement project.
Protected Species
The project limits have been reviewed for the presence of listed threatened and
endangered species and described in a Minimum Criteria Checklist. It has been determined that
the construction of this project will not have an effect upon any listed plant or animal species.
Impacts to Waters of the United States
This project cannot be completed without impacts to waters of the United States. NC 218
is located within the Yadkin River Basin (Hydrologic Unit # 03040105), affecting the drainage of
unnamed tributaries to Crooked Creek, Grassy Creek, Brandon Branch, Gold Branch, Richardson
Creek and Crisco Creek. There will be approximately 256 linear feet of permanent impacts to the
existing stream channels as a result of the proposed construction.
Table 1 includes information related to site number, stream name, existing pipe length (ft),
existing pipe width (in), proposed replacement or extended pipe length (ft) and width (in).
716 West Main Street, Albemarle, NC 28001 • [phone] • Fax [phone]

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Width
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Extension Proposed
t elien' Jae
Width
s
feet .M 'u t`ch°es feet _' ` Q etche
40+77 UT to Crooked Creek 38' (2)48- Ext. 4' same
82+68 UT to Crooked Creek 52' 24" Eat. 12' same
94+64 UT to Crooked Creek 44' 36" Ext. 16' same
135+26 UT to Crooked Creek 58' 24" Eat. 12' same
184+13 UT to Crooked Creek 50' 30" Ext. 8' same
196+45 UT to Crooked Creek 60' 18" Ext. 8' same
214+65 UT to Crooked Creek 33' 2 60" Ext. 20' same
287+04 UT to Crooked Creek 42' 30" Ext. 16' same
298+74 UT to Grass Creek 38' 30" Ext. 16' same
319+39 UT to Grass Creek 42' 60" Ext. 20' same
376+23 UT to Brandon Branch 40' 24" Ext. 12' same
413+20 UT to Gold Branch 36' 24" Ext. 16' same
443+21 UT to Gold Branch 40' 24" Ext. 20' same
486+24 UT to Richardson Creek 40' 18" Ext. 16' same
496+13 UT to Crisco Creek 56' 48" Ext. 8' same
524+88 UT to Crisco Creek 52' 30" Ext. 20' same
550+53 UT to Crisco Creek 36' 2 48" Ext. 16' same
553+70 UT to Crisco Creek 48' 24" Ext. 16' same
Note: "UT" refers to unnamed tributary.
The NCDOT believes that the requested pipe extensions can be authorized under a
Section 404 Nationwide Permit 14.
Avoidance/Minimization
All wetlands or surface waters not affected by this project will be protected from
unnecessary encroachment by preventing the staging of construction equipment or storage of
construction supplies in or near these jurisdictional areas. Sediment and erosion control best
management practices for the protection of wetlands and surface waters will be enforced during
all phases of project construction and the use of rip rap will be limited to shoulder slope
protection only. Continued coordination will take place between the contractor and the Division
environmental staff during project construction in an effort to minimize impacts to jurisdictional
sites.
Summary
The purpose of this letter is to request authorization to construct the proposed project
under the Section 401 Water Quality Certificate (WQC) No. GC3404. If you have any questions
or need any additional information concerning this project, please feel free to contact Mr. Larry
Thompson, Division Environmental Officer, at [phone].
Sincerely,
zollka"6? 4
Benton G. Payne, P. E.
Division Engineer
BGP/LBT
CC: Ms. Polly Lespinasse, NCDWQ
Ms. Marella Buncick, USFWS
Ms. Marla Chambers, NCWRC
Mr. Larry Thompson, DEO
Area Field Operations Unit
MA10166R
Union County
Office Use Only: Forth Version April 2001
USACE Action ID No. DWQ No• 041684
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
I. Processing
Check all of the approval(s) requested for this project:
? Section 404 Permit
? Section 10 Permit
® 401 Water Quality Certification
? Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide 14
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 (NC WRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ?
II. Applicant Information
Owner/Applicant Information
Name: N C Department of Transportation
Mailing Address: 716 West Main Street
Albemarle, NC 28001
Telephone Number: [phone] Fax Number: [phone]
E-mail Address:
2. Agent 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
Comp
Mailir
716 W. Main Street
Albemarle NC 28001
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: bpayne@a dot state.nc.us
Page I of 9
MA 10166R
Union County
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:
2. T.I.P. Project Number (NCDOT Only): MA10166R
3. Property Identification Number (Tax PIN):
4. Location
County: Union County Nearest Town: Monroe
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): From Monroe, travel north on
NC 601 approximately 11.5 miles The proiect begins at the intersection of NC 601 and NC
218, running east on NC 218 to the intersection of NC 205.
5. Site coordinates, if available (UTM or Lat/Long): 35° 07' 56.21" N / 80° 26' 42.15" 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. Describe the existing land use or condition of the site at the time of this application:
Mixed use commercial and residential with some agricultural applications.
7. Property size (acres):
8. Nearest body of water (stream/river/sound/ocean/lake): Crooked Creek - Richardson Creek
- Rnrkv River
9. River Basin: Yadkin (Hydrologic Unit 03040105)
(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/admi n/maps/.)
Page 2 of 9
MA 10166R
Union County
i 10. Describe the purpose of the proposed work: To improve the safety of the existing roadway
by paving two additional feet of road shoulder in each travel lane approximately 10.7 miles.
11. List the type of equipment to be used to construct the project: Heavy construction equipment
(backhoe trackhoe excavator, boom truck dump trucks, etc.).
12. Describe the land use in the vicinity of this project: Land use is mixed, ranging from
commercial residential and agricultural applications.
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.
V. Future Project Plans
Are any additional permit requests anticipated for this project in the future? If so, describe the
anticipated work, and provide justification for the exclusion of this work from the current
application: N/A
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
Page 3 of 9
MA10166R
Union County
?I mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Wetland Impacts
Wetland Impact
Site Number
indicate on ma
Type of Impact' Area of
Impact
acres Located within
100-year Floodplain••
es/no Distance to
Nearest Stream
linear feet
Type of Wetland***

• List each impact separately and identify temporary impacts. Impacts include. but are not limited to: mechanized clearing. grading, nu.
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
•• 100-Year floodplains arc 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 httol/WWW.fema.poy.
••• List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland. beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: N/A
Total area of wetland impact proposed: N/A
2. Stream Impacts, including all intermittent and perennial streams

Stream Impact
Site Number
(indicate on map)

Type of Impact*
Length of
Impact
(linear feet)

Stream Name" Average

Stream Beam Beffore

Impact Perennial
or
Intermittent.
(please
specify)
40+77 Extend (1) RCP and
(1) CSP, both 48" dia. 4' UT to Crooked Creek 1.5' Intermittent
82+68 Extend 24" RCP 12' UT to Crooked Creek 2' Intermittent
94+64 Extend 36" RCP 16' UT to Crooked Creek I' Intermittent
135+26 Extend 24" RCP 12' UT to Crooked Creek 1.5' Intermittent
184+13 Extend 30" RCP 8' UT to Crooked Creek 2.5' Intermittent
196+45 Extend 18" RCP 8' UT to Crooked Creek 1.5' Intermittent
214+65 Extend (2) 60" RCP 20' UT to Crooked Creek 5' Perennial
287+04 Extend 24" RCP 16' UT to Crooked Creek 2' Intermittent
298+74 Extend 30" RCP 16' UT to Grassy Creek 2' Intermittent
Page 4 of 9
MA10166R
Union County
319+39 Extend 42" RCP 20' UT to Grassy Creek 5' Perennial
376+23 Extend 24" RCP 12' UT to Brandon Branch 2' Intermittent
413+20 Extend 24" RCP 16' UT to Gold Branch 2' Intermittent
443+21 Extend 24" RCP 20' UT to Gold Branch 2' Intermittent
486+24 Extend 18" RCP 16' UT to Gold Branch 1.5' Intermittent
496+13 Extend 48" RCP 8' UT to Richardson Creek 4' Perennial
524+88 Extend 30" RCP 20' UT to Crisco Creek 3' Perennial
550+53 Extend (2) 48" RCP 16' UT to Crisco Creek 4' Perennial
553+70 Extend 24" RCP 16' UT to Crisco Creek 4' Perennial
• List each impact separately and identity temporary impacts. Impacts include, bra are not limned to: curvens anu assoccateu np-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and alter, 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
wtivw.uses.aoy. Several intemct sites also allow direct download and printing of USGS maps (e.g., wwvwv.tonozone.com,
wwAv.maoauest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 256 Feet - Separate
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact
Site Number
indicate on ma)
Type of Impact' Area of
Impact
(acres)
Name Wat)
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
ba , ocean, etc.)

• List each impact separately and identity temporary impacts. Impacts include, but are not limited to: till, excavation, areagmg.
flooding, drainage. bulkheads. etc. '
4. 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.):
Page 5 of 9
MA 10166R
Union County
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface
V11. 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 use of rip rap will be limited to shoulder slopes only.
Any wetlands or surface waters not affected by this project will be protected from unnecessary
encroachment. The staging of construction equipment will not be allowed in or near wetlands or
waters of the United States.
Strict enforcement of sediment and erosion Best Management Practices for the protection of
Wetlands and surface waters will be enforced during all phases of
project construction
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 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
Page 6 of 9
MA10166R
Union County
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
No mitigation is proposed for this project
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at htta://h2o.enr.state.nc.ushvrv/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):
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. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ® No ?
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
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
Page 7 of 9
I'
X.
MA10166R
Union County
Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
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 )?
Yes ? No ® 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
(square feet Multiplier Required
Mitigation
I 3
2 1.5
Total
• Zone I extends out .3U teet perpendicular from new nanK oI cnannef Gone Z CxlellU] an
additional 20 feet from the edge of Zone I.
XI.
XII.
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.
Stormwater (DWQ Only)
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.
The existing roadway (18 feet existing width) acreage is 23.35 acres. The proposed road shoulder
paving (2 feet on both travel lanes for 22 feet of paved roadway) will increase the impervious
area of the roadway by approximately 5.19 acres (10.7 mile project). All appropriate best
management practices for sediment and erosion control will be implemented during road
widening activities
Sewage Disposal (DWQ Only)
Page 8 of 9
MA10166R
Union County
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 (DWQ Only)
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. 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).
/2/D
(Agent's signature is (valid only if an authorization letter from the applicant is provided.)
Page 9 of 9
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7
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Feet
0 1,000 2,000 4,000 6,000 8,000
MA101666 (Union County) NC 218
Inlet 40+77
Outlet 40+77
Inlet 82+68
Outlet 82+68
Inlet 94+64
Outlet 94+64
Inlet 135+26
Outlet 135+26
Inlet 184+13
Outlet 184+13
Inlet 196+45
Outlet 196+45
Inlet 214+65
Outlet 214+65
Inlet 287+04
Outlet 287+04
Inlet 298+74
Outlet 298+74
Inlet 319+39
Outlet 319+39
Inlet 376+23
Outlet 376+23
Inlet 413+20
Outlet 413+20
Inlet 443+21
Outlet 443+21
Inlet 486+24
Outlet 486+24
Inlet 496+13
Outlet 496+13
Inlet 524+88
Outlet 524+88
Inlet 550+53
Outlet 550+53

Inlet 553+70
Outlet 553+70
.L VV/ L/L Vu/! t/!i6/Lu/ LG1/wi t'd4vc.iVb vJ 1 I w1V,Je ,I N.. v. I.
NC Moving Ahead Project MA10166R NC 218
From US 601 To NC 205.
Extension of Existing 48" RCP & 48" CSP
Station 40 + 77 -Ir.
CLASS / OR
CLASS 11 RIP RAP
SCALE /'= 2'
CLASS I OR
CLASS 11 RIP RAP
TYPICAL CROSS SECTION VIEW
J
SCALE /'= 30'
1
NC MoviX& ead Project MA10166R NC 218
US 601 To NC 205.
Extension of Existing 24" RCP.
Station 82 + 68 -L-.
i
i
i
-- - - iii - - -
N
t?7i _
T
iz
a
I
SCALE r = 3c'
PLAN VIEW
1 I L
NC MoviW& ead Project MA10166R NC 218
US 601 To NC 205.
Extension of Existing 36" RCP.
Station 94 + 64 -L-.
ROADWAY
12' MIN
36" PIPE
0 00 000
°° °? ?? oa0
GOc?? °° a°D
CLASS l OR
°O O
CLASS 11 RIP RAP
SCALE I'= 2'
TYPICAL CROSS SECTION VIEW
NC
Moving Ahead Project AL 10166R
From US 601 To NC 205.
Extension of Existing 24" RCP.
Station 135+26 U.
i
sssttt i
I p Te
r
Q
III
- `\ - - - - !--'I - - - -
4 WI
188'
SCALE Y = 30'

NC 218
PLAN VIEW
-1 10
NC Moving Ahead Project MA10166R
From US 601 To NC 205.
Extension of Existing 30" RCP.
Station 184+13 -Ir.
_ . _ 1 _
NC 218
12°M/N
CLASS l OR ?\ l
CLASS II RIP RAP
SCALE /'= 2'
CROSS
i
1
I 110,
cll T
III
I ?a
I
SCALE r = 30'
PLAN VIEW

NC Moving Ahead Project MA10166R NC 218
From US 601 To NC 205.
Extension of Existing 18" RCP.
Station 196+45 -Ir.
i
i
I
I
III
II
4'`,ll
I
SCALE l' = 3a i
PLAN VIEW
1V V/ b/6
VWI VLI / VW LG1 /W/ b/ r Gv(/ l// 1 • w• uvl? v• t wa?v
NC Moving Ahead Project MA10166R NC 218
From US 601 To NC 205.
Extensions of Existing 60" RCP
Station 214 + 65 -Ir.
60" RCP
D0
12' MIN I .60" RCP
O
O
CLASS IOR
CLASS H RIP RAP
SCALE I" = 2'
CLASS IOR
CLASS //RIP RAP
TYPICAL CROSS SECTION VIEW
1 V V I V I {
NC Moving Ahead Project MA10166R NC 218
From US 601 To NC 205.
Extension of Existing 24" RCP.
Station 287+04 -Ir.
i
i
III
II
Wll
1
SCALE I' = 30'
PLAN VIEW

NC Moving Ahead Project MA10166R NC 218
From US 601 To NC 205.
Extension of Existing 30" RCP.
Station 298 + 74 -Ir.
12" MIN
CLASS I OR "U
CLASS II RIP RAP
SCALE I' = 2'
TYPICAL
1
I
fta
ill g
?ll
1 110,
I
SCALE I' = 30'
PLAN VIEW
NC Moving Ahead Project MA10166R NC 218
From US 601 To NC 205.
Extension of Existing 42" RCP.
Station 319+39 U.
ROADWAY
124 MIN
42" PIPE
Q° ?DU° ?OD??OD
CLASS I (1tf
CLASS H RIP RAP
SCALE /'= 2'
TYPICAL CROSS SECTION VIEW
NC Moving Ahead Project MA10166R NC 218
From US 601 To NC 205.
Extension of Existing 24" RCP.
Station 376+23 -Ir.
NC Moving Ahead Project MA10166R NC 218
From US 601 To NC 205.
Extension of Existing 24" RCP.
Station 413+20 -Zr.
1 Y VI 6I L %-/WI l/bLI bW LG1./WI LI I vc l vtr to j 1 I WI li J1 tJl L Lt L d/t/I
NC Moving Ahead Project MA10166R NC 218
From US 601 To NC 205.
Extension of Existing 24" RCP.
Station 443+21 U.

- _i _ It _.- _ _1_
NC Moving Ahead Project MA10166R NC 218
From US 601 To NC 205.
Extension of Existing 18" RCP.
Station 486+24 -U.
i
SCALE /' = 30'
NC Moving Ahead Project MA10166R NC 218
From US 601 To NC 205.
Extension of Existing 48" RCP.
Station 496+13 -1r.
ROADWAY
12" MIN
48' PIPE
a° 00A0 o?Do ?j0o D
a? a o o ?o a
as a?? O o0
GpV??`??--t a a°0
CLASS I OR 0
CLASS Il RIP R
SCALE /'= 2'
TYPICAL CROSS SECTION VIEW
I
I
1168"
Cpl l
tall
ll
I
SCALE 1" = 30' l
PLAN VIEW
NC Moving Ahead Project MA10166R NC 218
From US 601 To NC 205.
Extension of Existing 30" RCP.
Station 524 + 88 -L-.
12' MIN
2/N P/PF
CLASS /OR JU
CLASS //RIP RAP
SCALE I' = 2'
Al
NC Moving Ahead Project MA10166R NC 218
From US 601 To NC 205.
Extensions of Existing 48" RCP
Station 550 + 53 -L-.
48' RCP
oa 0
°_c
l2" MIN
48" RCP
a
°
CLASS I OR
CLASS // RIP RAP
SCALE I" = 2'
CLASS IOR
CLASS // RIP RAP
TYPICAL CROSS SECTION VIEW
. _ _ _ _ _1_ _ _ . _ .. _ _ _ _ _ ? - _.. .._1_ _
NC Moving Ahead Project MA10166R NC 218
From US 601 To NC 205.
Extension of Existing 24" RCP.
Station 553 + 70 -1r.
1
I
r
?r
c,ll
4/I
q
1g
I
SCALE I" = 3L'
PLAN VIEW