20020500 Ver 1_Complete File_20020401

.iAAgo?
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
P. O. Box 25201, Raleigh, NC 27611-5202
PHONE: [phone]
March 25, 2002
Mrs. Jean Manuele
U. S. Army Corps of Engineers
Raleigh Regulatory Field Office
6508 Falls of Neuse Road, Suite 120
Raleigh, NC 27615
Subject: Nationwide Permit #3 & #33
Bridge #213 on SR 1361
Ashe County, North Carolina
Project Number: 5.7152 (No DWQ Permit Fee Required)
020500:
Dear Mrs. Manuele:
The NC Department of Transportation is scheduled to rep e B 213 on SR 1361 in he
County. The existing 17' long x 18' wide bridge will be replaced with a ne ' long ' wide
bridge with steel beams and a woo floor. No detour is proposed.
Miscellaneous rip-rap impacts ' total 40 linear feet or ess. New stream ' acts = 401n. feet.
The replacement of Bridge #213 will require temporary dewatering. Two 55' long unpervious
sandbag dikes will be constructed near the waters edge running parallel with each abutment (see
attached diagram). During construction, the creek will be allowed to flow freely through the
existing channel as it does now. Any dirty water located inside the construction area will be
pumped into a silt bag. The dewatered area will total approximately 220 square feet or 0.005
acres. Once the new structure is in place, the impervious sandbag dike will be removed and
preconstruction streambed elevations will be restored.
Construction of this project will necessitate impacts to waters of the United States in the New
River Basin. The bridge, in question crosses Ripshin Branch (Class: C, Trout, HQW). The
Division 11 Environmental Officer reviewed this project for the presence of threatened and
endangered species on March 21, 2002. The subject project has been determined to have no
effect on any federally listed endangered plant or animal species. Historic compliance work will
be scheduled and concurrence with the State Historic Preservation Office will be obtained if
required.
P. O. Box 250, N. WILKESBORO, NC 28659
PHONE [phone] FAx [phone]
LYNDO TIPPETT
SECRETARY
i
Mrs. Jean Manuele
Bridge #213 on SR 1361, Ashe
Page 2
March 25, 2002
The modifications proposed in this application should not remove or degrade existing water
quality uses. By utilizing the erosion control measures outlined in the attachments to this
application, downstream water quality standards will be protected.
Attached is a Preconstruction Notification Form, plan sheets with proposed erosion control
measures, a marked county map, a marked topography map and photographs.
By copy of this letter, it is requested that Mr. Ron Linville, Mountain Region Coordinator, with
the North Carolina Wildlife Resources Commission comment directly to you concerning the 404
Nationwide Permit application with a copy sent to me.
We would like to begin construction as soon as possible. If further information is required, please
let me know. Your early review and consideration will be appreciated.
Sincerely,
;6/? '44-
Heath Slaughter
Division Environmental Officer
Enclosures
cc: Jean Manuele, US Army Corps of Engineers (1 additional copy)
Ron Linville, Western Piedmont Region Coordinator, NCWRC
Cynthia Van Der Wiele, Division of Water Quality (2 copies)
R. C. McCann, PE, Division Engineer
Heath Slaughter, Division Environmental Officer
Neil Trivette, Roadside Environmental Field Operations Engineer
Dennis Bennett, Bridge Maintenance Engineer
Office Use Only: C Form Version Apri12001
USACE Action ID No. DWQ No. Q 2 O 5 O 0
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
1. 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: NW #3 & NW #33 It
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 (see section VIII - Mitigation), check here: ?
H. Applicant Information
1. Owner/Applicant Information
Name: North Carolina Department of Transportation
Mailing Address: P O Box 250, North Wilkesboro, NC 28659
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: hslauahter@a dot state nc us
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: Heath Slaughter Division Environmental Officer
Company Affiliation: North Carolina Department of Transportation
Mailing Address: P O Box 250, North Wilkesboro. NC 28659
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: [e-mail]
Page 3 of 12
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: Bridge #213 on SR 1361
2. T.I.P. Project Number or State Project Number (NCDOT Only): 5.7152
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Ashe Nearest Town: Farmers Store
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): From Farmers Store, travel east
on SR 1359. Turn right onto SR 1361.
5. Site coordinates, if available (UTM or Lat/Long): UTM: 17 445495E 404754IN
(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:
Residential/Farm
7. Property size (acres): Approximately 0.03 acres.
8. Nearest body of water (stream/river/sound/ocean/lake): Ripshin Branch (Class: C. Trout,
HQW)
9. River Basin: New
(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/m".)
Page 4 of 12
10. Describe the purpose of the proposed work: Upgrade existing stream crossing;.
11. List the type of equipment to be used to construct the project: Trackhoe/backhoe and dump
trucks
12. Describe the land use in the vicinity of this project: Residential/Farm
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.
N/A
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
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 5 of 12
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***
N/A

I
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, ti11,
excavation, flooding, ditchinedrainage, 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 htW://www.fem&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.)
List the total acreage (estimated) of existing wetlands on the property: 0 acres
Total area of wetland impact proposed: 0 acres
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact Length of Average
Width of Perennial or
Site Number Type of Impact* Impact Stream Name**
Stream Before Intermittent?
(indicate on map) (linear feet) Impact (Please specify)
Bridge #213 Replacing bridge 0 feet Ripshin Branch 7 feet Perennial
with new bridge
Miscellaneous
Bridge #213 rip-rap
placement for 40 feet or
less Ripshin Branch 7 feet Perennial
stabilization

Bridge #213 Temporary 55 linear
feet or 220
Ripshin Branch
7 feet
Perennial
Dewatering square feet

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated 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.usgs.ov. Several Internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com.
www.mavauest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 40 1n. ft. of new permanent impacts.
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 of Waterbody

(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, cean, etc.
N/A

'--List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
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.): N/A
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 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 existing bridge must be replaced due to its condition. Impacts have been minimized by
rehabilitating the existing bridge instead of using pipes. By utilizing the erosion control
measures as shown in the attached drawings, adverse impacts to streams in the area will be
minimized All approyriate BMPs will be used during construction.
Page 7 of 12
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 f
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/ncwetlands/strmgide.html.
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.
N/A
Page 8 of 12
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 hn://h2o.enr.state.nc.gs/ /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): 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
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 El 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 ?
X. 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 V
Yes ? No ® If you answered "yes", provide the following information:
Page 9 of 12
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 1.5
Total
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
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 2B .0242 or.0260.
XI. 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.
All appropriate best management Practices for sediment and erosion control will be
implemented during construction.
XH. Sewage Disposal (DWQ Only)
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.
N/A
XUL 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
Page 10 of 12
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).
Applicant/Agent's Signatu Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell
US Army Corps of Engineers Avery Clay Jackson Polk
151 Patton Avenue Buncombe Cleveland Lincoln Rowan
Room 208 Burke Gaston Macon Rutherford
Asheville, NC 28801-5006 Cabarrus Graham Madison Stanley
Telephone: [phone] Caldwell Haywood McDowell Swain
Fax: [phone] Catawba Henderson Mecklenburg Transylvania
Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham
US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes
6508 Falls of the Neuse Road Ashe Franklin Nash Surry
Suite 120 Caswell Forsyth Northampton Vance
Raleigh, NC 27615 Chatham Granville Orange Wake
Telephone: [phone] Davidson Guilford Person Warren
Fax: [phone] Davie Halifax Randolph Wilkes
Washington Regulatory Field Office Beaufort Currituck Jones
US Army Corps Of Engineers Bertie Dare Lenoir
Post Office Box 1000 Camden Gates Martin
Washington, NC 27889-1000 Carteret* Green Pamlico
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
,?C-/C) Z
Pitt
Tyrrell
Washington
Wayne
Union
Watauga
Yancey
Wilson
Yadkin
*Croatan National Forest Only
Page 11 of 12
>\ G I K. C.7
36.35 -- --------- - ..?- 333 506 69
318 ,o?p5c
Fa 9
r1m - 1 77 1378 1
505 ?Ia it > L .
• 0 66•-'
` E IS
(... % r
M 13 215 t 317 `I r `'' 341
om ?? ?.. ? Huak =; •.' : s ,?,
422 13x4/ -
`' lut 67 936 : m 132
Me. YNrw -•Y x 137] i.
C H E R P40
O K E E 1 ,]. 1.152= 166 •:??, I ps t
N A T I O N g l r Eldwh I g Jm • 7 ?
Helton
71. _ 2'i6 ute. "e,
1399 X26_ 1324 l? 1.1 17 ---32 4 • p ? - 2 6 ?s
! , 2s
M1 I
F O R E S T 340 o , 4 1113 zo -. 15
: `' 83 s ^ sx?
388 47 " 288
?' 1721 172. ?., 1]51 V '']94 1]7] '?66 5] Brer . ? 241
280
Grayson ? 1124,o Apple Gro '636
ve• t3s4 1) ? ese 2r a ?
K
? ' S y0 .e
` C ?..' s ? 4 y, ;ii •. 1516 C 15x3 ?
J l.o 13x3 1 250 Tuckxdak 1521 13
! •, ?° 13:5 X38 `/ 'J •;1?. ,.,t 1119 1324
•?: ?? 'F \ u _. ,
3$9 1]29 /6 ~ ]7] I.J 175 - 194. T 1522 Qy
•1 386 ?- - 90 1332 7 0 11 172 o N
1323 p309 152
399 331 J tee. - 00? r
Z 1.3 iii 191 ?
?L 5 .Oa
It !fi 1379 m 13]8 1 l 1 16 N,sx2 1S 17 is
D j. 36°30' s 387 as -1317 Mr. zim 62 136 3 .?T' " 1511 lsoo
Hembck 1394 4 4
1337 i W1LNGE: •-e:r ' n
` 339 POP. 194 `i: •F 93 1500 1517 -
'fps ; 1715
]•0 P326 ?a470 478
J •4, \ n 262 13 7 , Grsar G,epel 1350 ;+= 163
1712 \1 w isl. ;B a
•+ 1313 s 1 9 \\P nv, 331 C-' a-° 172 im ?.i la4z.-.o 16S4
1349
338 131. ` ]•f , ~ \ 9 t I .8
\/ 1501
j
1313 s, `J 64 \ 103 6..`? 16.2 .8 , 9- •T4 1
1345 354 1316 , 26`f ? IMA .? 331 4 f j? tlak HilI wl i
I 10 - • 1.9 ,710 1 c! Rol- J 1340 b t! IS02 a, h .g
1315 581678
1]17 263,7.1 13-
320.:: PHOe+Ix 1649 ,
1312 1333 1747 f, MTN.
2 ; ,-1 Park- 189 SL f 17,0 '' PS 34 ?a \a
S 1. Wan-svBls
170. j b 1- f 1744 J ;..q
?- La-- /a fns , .. a p gg : P 57 1373
.
1308 85 _. 'B !,LM ti .• Dread
137 C "? ?$ 55 1 F =9342
270 `268 11, 448 94 '57 1312
• I I V6 1304 130 F 0 1 f „_. 275 as J
_ 5 .3 }
13.2 ISa.
1 : ;t1 0 :31c: t? ,.OGiftae 1170 r J( i
S uo
??•- .? t? 1282 1326 =1,,s Q1 267 449 1185
1]97 ASI11Gr,d M4,{ ?0 `0 1121451 'p 9. :"-
?- 1332 28 59 332 - \ 1103 4 I
74 JEFFERSOr
c \ 139] , i xx .2 J eston A't1 POP. 1.086,
Il tx3t
b 1 187 \G Mt P°ddy Q? ®S.? PK3_.::. .»:::; •ar?
MI. YNrw ?;;• 0 J 442
22 121 a s 124 a,19• 1290 SneMpor,.a
Jr.' F89 ;t V u Tr9. 12x.1 Ix
. ? 302 3 f45" 18. "Oo 335 ?r?? Top 5 ,229 5 1133
3t, 1]0 '1 .3 h 1,21±: 245 11 15 •O 51 '"'?• ; t94 y '': ?.__!'t'C.il'Y_c \.
G ,0
r 1 •e ?• 112. THE PEAK 246 •• / 52 1113 ob wESr ' .?:/ .' •22 MT. JEFFERSON
1383 Valkyi+re-: axweR /. 1125 S ,,,TH• O1.
80 y -
! 380 *` c ?oP?
1 , ZO 1119 439 ?G6¢k _ 1138 11 2
Sud,srlands •A 5 1133 202 16C
fs 372 x. 373
:I IB 1121 .\ ` ...;'•'
1179 s Beaver IISI \??/JC}_}
Geek 1151
i ° 117 1 •--'253 1 191
1 f p )L 1.6 1225 11
1
U BB \ 1118 256
r 118 1140 u FA 1219
0 32 111. A.?
III. 1x1'
p??y, , j V ?. 7 V01kyi ,4 ? ,b ,195 ? 1 1 P
1218 Q°p \ \
eo- .- HOlee o? 329 114] , I U ?V' 1147
r*d` ?? 255 .J d 194 2 ,u 479
,258
O If" Toliver 371 72 142 2.1
,I `ow fIEtD ^ 1245 Orb • r
ry ULD E". M 1277 ^•t ,e \vJ
.q 4.939 ..: u n 2 J It" 45 f6
\S- II42 .4 •? 2" 1141
11- 3_ 4 •1.
m 1208 1269 122, Bold-in
Woodford 313 „u - 14 11 1 240
P22 2 1224 • 27
.6
-2 6 a0 `d 182 13
,q 36°20 19. 1114 r 482 ?. Be" 41 {
12,0
::\ o s ti; y OMOvaI
1169 • !V ?• } 1179 2'2-
\ 1117 ^ ;,x61 22 1 \y. 118 ?1118
476 G? 460 1146 ;t, p 1 i 3 12
radd 149 r lift 2 417
TO 800NE 19? '? '1 111 T' x 1 /?, O
y ills Big Flaeh `1 1179
i i 17 a a,. :13 16
w
'? 116 51 ° -
1116 W519,
.10 261 10 1109 DI ? ti.
J'J 216 1.
1169
N?\` 1107
lf.? r`r,`•.\l l?L_-?0 J -t/?/mo d /A' /l /i.•_ ,
Tr3poZone - The Web's Topographic Map

ann
com
Target is UTM 17 445495E 4047541N - PARK quad [Quad Info]
meters i 1 . -
miles I Oi5 1 i?
httn-//u, ,N,v.tooozone.com/nnrt. asn?z=17&n=4047541 &e=445495&s=25 3/18/02
0 500 1000 1500 2000
BRIDGE CONSTRUCTION SEQUENCE
L PLACE PROPER EROSION CONTROL DEVICES
(SILT BASINS, TEMP. DIVERSION, SILT FENCE ECT.)
2. REMOVE EXISTING STRUCTURE
3. LEAVE EXISTING BRIDGE ABUTMENTS CUT OFF
AT BANK FULL ELEVATION (IF POSSIBLE).
4. PLACE IMPERVIOUS DIKE ALONG THE LENGTH OF THE
CONSTRUCTION AREA NEEDED TO INSTALL THE
END BENTS. ALL WATER FROM THIS AREA WILL BE
PUMPED INTO A SILT BAG.
5.CONSTRUCT BRIDGE
6.COMPLETE ROADWAY (THIS INCLUDES SEEDING
AND MULCHING)
P
O
I`
p
N
CD CCJ CDJ
?z wz
co < U a
n
°
CDN cnw
zwo mwo
(n C7 p
X z- w Z p
wl/O OC) z?5 N
I ?
I
Q
I
h
?O
01.

Z
?o a z? o
Hq O ?? ?
z ?? W z4 3
ti
Ch
44
?? A t
?4 :.2?
A?
COD
0
O

N
F-
N_
O
W
0 ?
C') W
F m
co 12
0 F-
Z_ Z
F- O
N
X rr-
W O
O
L. J
O LL-
? m
W O
O
?- o
w
J 06
Z
-x
O
J
Q
D
Z
Q
S

I
M
M
O
m
Ln
M
cl?
V)
O
F-
N
Z
W?v-?
W
Z
W
rr
W
m

W
U
Q
LL.
N
W
W
a
I ?
w
N
O
M
L
F-
U
Z
O_
F-
Q
U_
LL-
V)
N
a
J
U
ril
W
F-
Q
O
N
p
M
Ln
M
Of
N
O
H
6)
Ln
M
r,r
N
O
N
J
J
Q
C'
Z
Z
W
0
Z
W
W
F-
W
U
Z
O
U
O
H
ti
v ?w
Q
Z 0 ?
Q
C?i? ?1 Q
A
W
Q
W
F-
o ?i
N i
;i u
Q
LL
N
0-1
W
F-
Q
?U
to;?
110
j OZ
O N vj
GL? C
y Z ai
? O
Of
W (D
C)f O
? J
F- V-
U
oo
of
F- O N 3:
U
t Z
O 06
Li
m N
Z g
wa
?w
co
?O -
U J
W
Cj, W
W
U- ~
O N
3: O
W O
? N
X
J O
Z
N
TopoZone - The Web's Topographic Map Page 1 of 2
CU
oZ0 .Com
-m.
Target is UTM 17 445495E 4047541N - PARK quad [Quad Info
meters , -
miles I ohs i ?o
http://www.topozone.com/print.asp?z--17&n=4047541&e=445495&s=25 3/18/02
0 500 1000 1500 2000
020500
y 1
'44 ?zz Aa

Top: Bridge #213 on SR 1361, Ashe County.
Bottom: Downstream view taken from Bridge #213 on SR 1361, Ashe County.

020500
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY P. O. Box 25201, Raleigh, NC 27611-5202 LYNDO TIPPETT
GOVERNOR PHoNE:[phone] SECRETARY
March 25, 2002
Mrs. Jean Manuele
U. S. Army Corps of Engineers
Raleigh Regulatory Field Office
6508 Falls of Neuse Road, Suite 120
Raleigh, NC 27615
F
Subject: Nationwide Permit #3 & #33
Bridge 9213 on SR 1361
Ashe County, North Carolina
Project Number: 5.7152 (No DWQ Permit Fee Required)
Dear Mrs. Manuele:
APR 10
The NC Department of Transportation is scheduled to replace Bridge #213 on SR 1361 in Ashe
County. The existing 17' long x 18' wide bridge will be replaced with a new 20' long x 20' wide
bridge with steel beams and a wood plank floor. No detour is proposed.
Miscellaneous rip-rap impacts will total 40 linear feet or less. New stream impacts = 401n. feet.
The replacement of Bridge #213 will require temporary dewatering. Two 55' long impervious
sandbag dikes will be constructed near the waters edge running parallel with each abutment (see
attached diagram). During construction, the creek will be allowed to flow freely through the
existing channel as it does now. Any dirty water located inside the construction area will be
pumped into a silt bag. The dewatered area will total approximately 220 square feet or 0.005
acres. Once the new structure is in place, the impervious sandbag dike will be removed and
preconstruction streambed elevations will be restored.
Construction of this project will necessitate impacts to waters of the United States in the New
River Basin. The bridge, in question crosses Ripshin Branch (Class: C, Trout, HQW). The
Division 11 Environmental Officer reviewed this project for the presence of threatened and
endangered species on March 21, 2002. The subject project has been determined to have no
effect on any federally listed endangered plant or animal species. Historic compliance work will
be scheduled and concurrence with the State Historic Preservation Office will be obtained if
required.
t
P. O. Box 250, N. WILZESBORO, NC 28659
PHONE [phone] FAx [phone]

Mrs. Jean Manuele
Bridge #213 on SR 1361, Ashe
Page 2
March 25, 2002
The modifications proposed in this application should not remove or degrade existing water
quality uses. By utilizing the erosion control measures outlined in the attachments to this
application, downstream water quality standards will be protected.
Attached is a Preconstruction Notification Form, plan sheets with proposed erosion control
measures, a marked county map, a marked topography map and photographs.
By copy of this letter, it is requested that Mr. Ron Linville, Mountain Region Coordinator, with
the North Carolina Wildlife Resources Commission comment directly to you concerning the 404
Nationwide Permit application with a copy sent to me.
We would lice to begin construction as soon as possible. If further information is required, please
let me know. Your early review and consideration will be appreciated. I
Sincerely,
-;6&e '4
Heath Slaughter
Division Environmental Officer
Enclosures
cc: Jean Manuele, US Army Corps of Engineers (1 additional copy)
Ron Linville, Western Piedmont Region Coordinator, NCWRC
Cynthia Van Der Wiele, Division of Water Quality (2 copies)
R. C. McCann, PE, Division Engineer
Heath Slaughter, Division Environmental Officer
Neil Trivette, Roadside Environmental Field Operations Engineer
Dennis Bennett, Bridge Maintenance Engineer
Office Use Only: Form Version April 2001
USACE Action ID No. DWQ No. 0 n.q n n
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
1. 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: NW #3 & NW #33 It
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 (see section VIII - Mitigation), check here: ?
H. Applicant Information
1. Owner/Applicant Information
Name: North Carolina Department of Transportation
Mailing Address: P. O Box 250, North Wilkesboro NC 28659
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: hlaaughter dot state nc.us
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: Heath Slaughter. Division Environmental Officer
Company Affiliation: North Carolina Department of Transportation
Mailing Address: P O Box 250, North Wilkesboro. NC 28659
Telephone Number: (330 903-9236 Fax Number: [phone]
E-mail Address: hslaughterna dot state.nc.us
Page 3 of 12
M. 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: Bridge #213 on SR 1361
2. T.I.P. Project Number or State Project Number (NCDOT Only): 5.7152
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Ashe Nearest Town: Farmers Store
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): From Farmers Store, travel east
on SR 1359. Turn rijzht onto SR 1361.
5. Site coordinates, if available (UTM or Lat/Long): UTM: 17 445495E 404754IN
(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:
Residential/Farm
7. Property size (acres): Approximately 0.03 acres.
8. Nearest body of water (stream/river/sound/ocean/lake): Ripshin Branch (Class: C. Trout,
HQW)
9. River Basin: New
(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/m".)
Page 4 of 12
10. Describe the purpose of the proposed work: Upgrade existing stream crossing.
dump
11. List the type of equipment to be used to construct the project: Trackhoe/backhoe and
trucks
12. Describe the land use in the vicinity of this project: Residential/Farm
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.
N/A
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
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 5 of 12
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***
N/A

* List each impact separately and identify temporary impacts. 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.
** 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 httn://www.femagov.
*** 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: 0 acres
Total area of wetland impact proposed: 0 acres
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact Length of Average
Width of Perennial or
Site Number Type of Impact* Impact Stream Name**
Stream Before Intermittent?
(indicate on map) (linear feet)
Impact (please specify)
Bridge #213 Replacing bridge 0 feet Ripshin Branch 7 feet Perennial
with new bridge
Miscellaneous
Bridge #213 rip-rap
placement for 40 feet or
less Ripshin Branch 7 feet Perennial
stabilization
Temporary 55 linear
Bridge #213 Dewatering feet or 220 Ripshin Branch 7 feet Perennial
square feet

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated 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.usgs.gov. Several Internet sites also allow direct download and printing of USGS maps (e.g, wwwlWzone.com
www.mapguest.com etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 401n. ft. of new permanent impacts.
Page 6 of 12
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 of Waterbody

(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, cean, etc.
N/A

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
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.): N/A
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 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 existing bridge must be replaced due to its condition. Impacts have been minimized by
rehabilitating the existing bridge instead of using pipes. By utilizing the erosion control
measures as shown in the attached drawings, adverse impacts to streams in the area will be
minimised All appropriate BMPs will be used during construction.
Page 7 of 12
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
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strrngide.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.
N/A
Page 8 of 12
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 hm://h2o enr state.nc.g;g /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): 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
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 ?
X. 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 V
Yes ? No ® If you answered "yes", provide the following information:
Page 9 of 12
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
s uare feet Multiplier Required
Mitigation
1 3
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
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 2B .0242 or .0260.
XI. 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.
All appropriate best manaizement practices for sediment and erosion control will be
implemented during construction.
XH. Sewage Disposal (DWQ Only)
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.
N/A
X11L 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
Page 10 of 12
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).
3/2c-/c? 2-
Applicant/Agent's Signatu Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell
US Army Corps of Engineers Avery Clay Jackson Polk
151 Patton Avenue Buncombe Cleveland Lincoln Rowan
Room 208 Burke Gaston Macon Rutherford
Asheville, NC 28801-5006 Cabarrus Graham Madison Stanley
Telephone: [phone] Caldwell Haywood McDowell Swain
Fax: [phone] Catawba Henderson Mecklenburg Transylvania
Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham
US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes
6508 Falls of the Neuse Road Ashe Franklin Nash Surry
Suite 120 Caswell Forsyth Northampton Vance
Raleigh, NC 27615 Chatham Granville Orange Wake
Telephone: [phone] Davidson Guilford Person Warren
Fax: [phone] Davie Halifax Randolph Wilkes
Washington Regulatory Field Office Beaufort Currituck Jones
US Army Corps Of Engineers Bertie Dare Lenoir
Post Office Box 1000 Camden Gates Martin
Washington, NC 27889-1000 Carteret* Green Pamlico
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
Pitt
Tyrrell
Washington
Wayne
Union
Watauga
Yancey
Wilson
Yadkin
*Croatan National Forest Only
Page 11 of 12
111, r- I It. lop
36'35' •---•-..- 333 506 69 ?D P5/
318 :• 36"35• ,96
1
505 '?,O ' --?? '? ,5• , 136 ' •= H 3A • 1 1 72 - ' 1374
1
"` 66 137, 1x11 .o 137.
../
1
422 z13 215`tb317- ` 341
OG a . Hu3k -: . _ •s 11,175
1]x09 , ?? •? O \? 1 3 67 •, ]e9 _137a 137 Is2
19 A" 1 73
C H E ROKEE1 1321 166 I\5`""09"`..6 P40 " t
Y ,6 c ti , , e '' 81 •??• \ .,, 1 '„•
N A T 10 N AL , Eldralh I g L32 7
u+d. He11on
!6 H.I'fat 1326 1 ., 1321 •4. ,1 . , t
!
' ° , ! •? 71 •-- 1" 3226•9``r i .r 5
F O REST 83 327
M1 1-+ 340 ?? 'J , 1 1 J3i3 24 ?? ?3• 1326 \.
388 47 288
280, = ee 1311 17x8 7r 1355 - `1396 ? 1366 ? sx Brandon '1'ii ,32s
Grayson •? i 1.9 1] i 1326,0 u`RAppk Grow 135A 1.7 ry 5656 'e P 241
2• Is t C Is d j
1 ].
1514
2.0 1]2]`° i• e 258 ?''1324 Tuckxdak 1339
} 1+Gg .J' .`I• , 1319 1]]I / 1121 1A -6 " `'
452
.5 1' 22 733 13 175 152
9
/ /s o 1319 I.I'? '3 !
l 386 _
_Z 1332 7 ° 133A 172
r1
tae
' •^• 1311 - 1 %eafMl j 'r' SFr ; -. ?'?2 '1 ° .•O 1 i. J 09
= i , 3] 191 399 33, = 6%j b
`ep+ I \y-f
t y "ai ,719 1338 I300
1 1 / 0 >; } 1]2 St 1527
36'30' 387 <1 1]]0 u 1317 Mf.? 62 1336 s .1•'N 1317 1; 1500
• 1 Hemlock a u
` 1391 Lam
O 1737 i 1Af15iNGi: '?
"
'FAA ; j 1315 '- 339 ,3M P326 470 zF. 1 '3x1•` ro9.19a 0i:F,? 1 93 478 n 1313
262 117 Greer (Tope]
1360 11511 16]
1312 \ B
.a 1313 .S 1 9 1 P 1391 1761 Come, un Ilt7 ilq • ?.T lu 0 1650
1716 ` .6 1]aY \ ~ 11 8 8 t 1_69 14u .8
338 \I _ 50,
1312 C .J 103 - \ 316 a 16116 ' 42 .8 , .8 .9-,144j
i 3S 354 1316 64 6?' 1391 1 A ., 3„ It ?fsot
Hill 1
-
i a /'//, b ?•, f
Ui01 1.9 q10 n Raten i \ 1740 ?\ PN 130: al.' l7 .8
' 58-6- ,3172631383 5• ,315 107 320 PHOENIX "96 ,
•, 309 ' 189 34 ?B 1712 1313 '31312
Park P MTN.
? er 1111 t 1310 WaR-ill.
C", •??l.a 1 ]? j e ?C ?, ra w FIS 13" 'at 1 e J Dresd 88 i -?, P 57 Is7]
85 u
l 137 j ' tiF =9342 53 °' F3 55
n J b
270 448 1 91 57 512
•:_ I 1 06 'B ,360 130 31 R j 1120 275 ti 88 '1501 C3
?• ;?i ., I??49 i .i1 Ivi._: t a -' • .5 .3 ! Gifbn 1130
o
/F 20? 449 1165 .s ' Isom- J..
1397 Ashland ... ° iei ' L6 u76-1105 267
F,S ?+ 480 1127451 M.., 1190
1302 28 7' - 59 332 - \ 1103 474 1131 /FAFFERSOi,
0 :° ,j • 179] ' 1173 1231 sifan 1OQ..., mt. Paddy G4 .9- I 5 P429\ .:.
- POP. 11086,
b . 187 442 ` ® ,:; ..:..::..:.:.>:•_;
ML V'row 7?' a ? 1172 ?1 V eJ'
J ]O] ? 22 2I 0 5 1261 8 1191 .1 119°
6/ • I, 9 .f. 1 _P1]95 n u Tree x]81 ,1 1131
18. ,12] Q4.?'_ Top .? ?I_I2293 1137 ??/ Fes;.' •1C',,
. • 13 .3 1.3 FAS 111 335 ,1'
5
1 342 , Uo .7 ; i;: 1121245 f 1 25 e' O 51 N 196 x .
Green •401 1 1120 THE PEAK / 52Qt X37 n
1]86 Valle a 09-.8 246 Buffab WEST tr ...? •:.:? 22 ML JEFFERSON ;
,
, 1 MtH. OL
! 111' G J ON('.: .. h.,?
380 G ?' .• 0 80 1- 439 9 Creek 1133 7D x
1301 4 ....••gflandi A 5 f '• :.1 1133 16C
372r 373 202
?• 1118 11211124
%i?
• \ ,•`? ?7? 363 1139
9 .S Beaver _, IIS1
J, ? Y / Geek •? 1151
V .. Q. L -. 11000
f-'253 ' 1197
2 ;r1 F? : 117
1 BB IIU 256 0 1225
7
r •\ 118 FA:.. 1219
? i ?. 2 Valley. 120 119 a 1 '?
1218 125
329 lilt ? 9
e .Ho,6e // oc
1144 196 23 f\r 1147 255 J 3 d .5 12U . 479
d Toli9er; 371 72 x? 2AJ It" 111 I 1
~
1. •? f OLD RELD hl as TT Ilb ;?1 O 10
'V •\, BALD a.EV. iw 1273 ?•! , '6 345
6,939 u ?- 2 U" It
1142 ,3 2" 11)
T = t-
I }18
4 1•
1, (A- 1208 1209 1221 Soldw'n >1272 1141 14 1111
m WaOdfOrd ?'
•\ P222 1224 N X27 P 240
.2 ?6 ?v 182 13 U2
36°20' 194 .1.jJ !
i. 9 •C ? Be11M1 Q,, `
r 114 \
1210 482
:•. s iii Z7 owo\rol
, It» 2.2.
? F.4; JI2?1 22 177 11 7
7
1117 0 `y = 118
476?? Creek1113 .4 ' * i 460 1186 \a ' 3113 12
v
Tadd? ". r 1111 r„ •.3 6 41 i o•.
TO .GONE 196 f ?? ? 149 I1I flaen9ood ;T a
l Stilt w." B' Fl m•-? 1713 1179
•? ° 1116 W51Q 51
261 33 216 n) 2
1 ?'? NEIF' ?'` OGT 1169
A 11,2 s is a
2 ? I N? 0 ?If [iYl/1?L? rd 6 11x1
TopoZone - The Web's Topographic Map

ano
WNUZON C0
Target is UTM 17 445495E 4047541N - PARK quad (Quad Infol
miles i -i- i
htt- ://-,Nww.torozone.com/rrint.a,sn?z=17&n=4047541&e=445495&s=25 3/18/02
0 500 1000 1500 2000
meters i
.z
BRIDGE CONSTRUCTION SEQUENCE
LPLACE PROPER EROSION CONTROL DEVICES
(SILT BASINS, TEMP. DIVERSION, SILT FENCE ECT.)
2. REMOVE EXISTING STRUCTURE
3. LEAVE EXISTING BRIDGE ABUTMENTS CUT OFF
AT BANK FULL ELEVATION (IF POSSIBLE).
4. PLACE IMPERVIOUS DIKE ALONG THE LENGTH OF THE
CONSTRUCTION AREA NEEDED TO INSTALL THE
END BENTS. ALL WATER FROM THIS AREA WILL BE
PUMPED INTO A SILT BAG.
5.CONSTRUCT BRIDGE
6.COMPLETE ROADWAY (THIS INCLUDES SEEDING
AND MULCHING)
0
0
C\i
w
(D (PJ
(Pi
°

z
Fr

Wz
ma ?a
n
CD V) F L/) W
zWO ooWo
In C.D

XZ'
- ,
Wzp
W V
) z N N
V
h
0
h
FO

a

ti
I
O
ti
cc Q-4?
U ? W r?
NA O °?
1 W
Z ti
ai
5.1
Q c aq
C7
44
N A
ti
3w
A?
E?D
y ? v
x•
v
A
H
2

N
N
O
W
CD
W
m
0 F-
Z_ 7-
F- O
N
X n-
W O
O
W J
O LL-
O
_ O
W
> O
?- o
w
J C6_
Z_
X
O
ti
J
a
0
z
Q
S

i
M
Ln
M
N
O
F-
Ln
M
rr
V)
O
F-
N
F-
z
w
m
Z
W
0-1
w
m

W
U
Q
LL-
V)
W
F-
O
W
1 co
a
w
m
F-
N
O
S
L
F-
U
Z
O
Q
U_
LL-
V)
N
Q
J
U
W
F-
Q
O
N

M
Ln
n
rr
O
CD
Ln
n
f-rl
N
O
F-
N
J
J
a
z
V)
Z
W
co
0
z
w
w
W
U
Z
O
U
>10
O
H
U
Z O
?Zo
ti
W
A
C)
W
m
Q
W
F-
N
O -
U
Q
W
rr
N
W
F-
Q
Z
°v
e
?U
h
N
z?
x
A?
O
W O
O
J
f- W
U ?
?
m O
o
V)
N
02$
W
D (n
Z g
wQ
?w
co
?o-
U J
W W
? W
W ~
O V)
? O
W O
N
X
J O
Z p
N
•f
U
O
z