20080373 Ver 1_Application_20080303

a

s+~o~
'l a,,,d~
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY P. O. Box 25201, Raleigh, NC 27611-5202
GOVERNOR PHONE: [phone]
February 27, 2008
Mr. Monte Matthews
U. S. Army Corps of Engineers
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
f~~~._:__7~
v,i l~~D~
~~ap ~,
.~ ~oOD D
~T ~~`~SgTER O
~'1~yQ~C1~y
LYNDO TIPPETT
SECRETARY
080373
Subject: Nationwide Permit #14
SR 1522A (Little Piney Road)
Ashe County, North Carolina
Project Number: 110.005082 (DWQ Permit Fee: $240)
Dear Mr. Matthews:
The NC Department of Transportation is scheduled to grade, drain, base and pave SR 1522A,
Little Piney Road in Ache County. Total project length is approximately 1.2 miles. The improved
section will be widened from 16 feet to 20 feet with impervious surface area increasing by 0.58
acres. This project will require the replacement of three wet pipes as shown below:
Stream Impacts:

Station Number' Existing Pipe
Size Proposed Pipe
Size Riprap
Im acts feet Total Impacts at
this Station ft.

0+30' 30'x 48" 2 @ 40'x 48" w/I-IWs 10 20
6+82 66'x 36" 110'x 36" 10 54
36+70 30'x 48" 65'x 48" 10 45

Total Stream Im acts = 119 feet
' The western barrel will be isolated to carry stormwater only. Floodplains will be constructed on
both the inlet and outlet sides of this floodplain barrel. The Div. 11 DEO will be present to assist
with the construction of this floodplain work.
The replacement of the above noted wet pipes will require temporary dewatering. An impervious
sandbag dike will be constructed upstream of the existing culverts to create a small pool. Clean
P. O. Box 250, N. WILxESBORO, NC 28659
PHONE [phone] Fax [phone]

~ Mr. Monte Matthews
4
SR 1522A (Little Piney Road)
Page 2
February 27, 2008
water will temporarily be pumped around the construction azeas and will be discharged
downstream. Any dirty water located inside of the construction areas will be pumped into a silt
bag if necessary. Total dewatered area for all wet pipe replacement azeas will be approximately
0.02 acres. Once the new pipes are in place, the impervious dikes will be removed and
preconstruction streambed elevations will be restored.
In addition to the above noted piping impacts, there will be 0.006 acres of wetland fill near station
39+00 lt. This area is basically a wet pasture with no canopy.
The wet pipes in question carry different unnamed tributaries to Little Piney Creek (Class: C+).
This project was reviewed for the presence of threatened and endangered species on February 8,
2008. This project will 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.
The project impacts are minor in nature and should not remove or degrade existing water quality
uses. Pipe sizes used will be the minimum necessary to create a safe roadway. By utilizing the
erosion control measures outlined in the attachments to this application, downstream water
quality standards will be protected. All appropriate BMPs will be used during construction.
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 Cazolina Wildlife Resources Commission comment directly to you concerning the 404
Nationwide Permit application with a copy sent to me.
By copy of this letter, I am forwazding five (5) copies of this application package to Brian Wrenn,
NCDENR, Division of Water Quality, 401/Wetlands Unit, for his review. It is requested that any
comments related to the 401 certification be forwarded directly to me with a copy sent to the US
Army Corps of Engineers.
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,
Heath Slaughter
Division Environmental Officer
Enclosures

Mr. Monte Matthews
SR 1522A (Little Piney Road)
Page 3
February 27, 2008
cc: Monte Matthews, US Army Corps of Engineers (1 additional copy)
Ron Linville, Western Piedmont Region Coordinator, NCWRC
Brian Wrenn, Division of Water Quality (5 copies)
Amy Euliss, Division of Water Quality
Mike Pettyjohn, PE, Division Engineer
Doug Tetzlaff, District Engineer
Doug Eller, County Maintenance Engineer
Heath Slaughter, Division Environmental Officer
Scott Pipes, Roadside Environmental Field Operations Technician

Office Use Only ~ Form Version Apri12001
Q Q ~0 3 7 3
USACE Action ID No. DWQ No. ~ '~
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: NWP #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 (see section VIII -Mitigation), check here: ^
II. Applicant Information
1. Owner/Applicant Information
Name: North Carolina Department of Transportation
Mailing Address: P. O. Box 250, North Wilkesboro, NC 28659
Telephone Number:~336) 903-9202 Fax Number: [phone]
E-mail Address: hslau hg ter(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 Office_r_
Company Affiliation: North Carolina Department of Transportation
Mailing Address: P. O Box 250 North Wilkesboro NC 28659
Telephone Number: [phone] Fax Number: f336) 667-4549
E-mail Address: hslaughter~a,dot.state.nc.us
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 cleazly 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: SR 1522A, Little Piney Road
2. Project Number (NCDOT Only): 110.005082
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Ashe Nearest Town: Lansing
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): See attached SR map.
Site coordinates, if available (LJTM or Lat/Long): 0+30 DD: 36.49917 N, 81.46883 W
6+82 DD: 36.49957 N 81.47068 W 36+70 DD: 36.50591 N 81 47573 W
(Note - If project is linear, such as a road or utility line, attach a sheet that sepazately lists the
coordinates for each crossing of a distinct waterbody.)
5. Describe the existing land use or condition of the site at the time of this application:
Secondary Road
6. Property size (acres): Approximately 7.3 acres.
7. Nearest body of water (stream/river/sound/ocean/lake): UTs to Little Pine, Creek ,Class:
C'+l
8. 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/maps/.)
Page 4 of 12

9. Describe the purpose of the proposed work: Grade drain, base and pave SR 1522A.
10. List the type of equipment to be used to construct the project: Trackhoe/backhoe, motor
grader and dump trucks
11. 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.
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 aze 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***
39+00 Lt. Fill 0.006 NO 100 ephemeral

* List each impact separately and identify temporary impacts. Impacts include, but aze not limited to: mechanized cteanng, graatng, nti,
excavation, flooding, ditchingJdrainage, 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 httv://www.femaQOV.
*"* 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: 0.006 in ROW
Total area of wetland impact proposed: 0.006
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
Width of
Stream Before
Im act perennial or
Intermittent?
(please specify)
Station No. 0+30 Pipe replacement 10 feet UT #1 to Little Piney
Creek 3 feet Perennial
Station No. 6+82 Pipe replacement 44 feet UT #2 to Little Piney
Creek 3 feet Perennial
Station No. 36+70 Pipe replacement 35 feet UT #3 to Little Piney
Creek 3 feet Perennial

* 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, ditchingfstraightening, etc. If stream relocation is
proposed, plans and profiles showing the lineaz 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.usQS.QOV. Several Internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
wwtiv.mapguest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 89 ln. ft. excluding riprap.
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,
ba ,ocean, etc.
Wet pipes Riprap 0.001 UTs to Little Piney Creek Streams
Wet pipe locations Temporary Dewatering 0.02 UTs to Little Piney Creek Streams

' 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 azea:
VII. Impact Justification (Avoidance and Minimization)
Specifcally 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.
By utilizing the erosion control measures as shown in the attached drawings, adverse impacts to
streams in the azea will be minunized. Since this is an existing roadway, the stream impacts
cannot be avoided. However, the replacement pipe lengths will be the minimum needed to
safely construct the waved roadway. All appropriate BMPs will be used during construction.
Page 7 of 12

VIII. Mitigation
DWQ - In accordance with ISA 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/strmaide.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.
EEP
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 httn://h2o.enr.scate.nc.us/wrp/index.t-tm 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): To be determined by COE
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount ofNon-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 Cazolina Environmental Policy Act (NEPA/SEPA)?
Note: If you aze 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.
Wili the project impact protected ripazian 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:
Page 9 of 12

Identify the square feet and acreage of impact to each zone of the ripazian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
s ware feet) Multiplier Required
Miti ation
1 3
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular ti•om near bank oT channel; Gone Z 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 ltipazian 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.
Impervious surface area will increase by approximately 0.58 acres. All appropriate _best
mans eg ment practices for sediment and erosion control will be implemented during construction.
XII. Sewage Disposal (DWQ Only)
Clearly detail the ultimate treatment methods and disposition (non-discharge or dischazge) 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
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).
2 z~~69
AppltcantlAgent's Signature ~ Date
(Agent's signature is valid onl 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 Fieid 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
Fax: [phone] Cumberland New Hanover Scotland
Pitt
Tyrrell
Washington
Wayne
Union
Watauga
Yancey
Wilson
Yadkin
*Croatan National Forest Only
Page 11 of 12

1403 Husk
~ V 1371 /
v ~ J ~ w 1532
I " ,
Grassy Creek
358
~ t. c 1531
T
1373 w 1375 ~ 1531 a, ~9
~
t.+ 1369 N ~ ~ 1379 •° r ~ , ,~~ o°° J

13
58 1362 1370
w a *
°y
1535

57
a 1~ 353 ~ 1402
~ b
•t e ^ ~ 1528 1533 m'
o
~°O
..° 1364
~° •t
t \ \ ~ Z ~ ~./
15 9
•' Sussex
~ -
•
^
1354
` 1368 ~ 1 69 ~ ~ Helton
° ~~
' ~ 1547 °

'
.T t.~
~ ~ ~
Shurgills •t n e ~
-~ ~
~ Pleosont Home ~ 1548
1551 ° yy
(Lr
1396
'
~ ~ ~
25 Baptfst
356 ~
/~ z°
'
~ \1367 ~ ~' 1525 s
15 .7 1536
1
2 ~ 1573 a 155.1
-e
m w 1354
' Brandon
0 5
6
te4
520 1523 ~' ~ ~
1656
15 8
~ 1554 •s
~'
~
~ 1362 1
24 15
1553
~
,
b 1324
1366( ~
5
s
39
! 1516 '' P 15
s
m 1538 1573
Tuckerdale ?
y °
~
~
.~ .
~

Apple Grove
`
~ 1381 ~
~ ~ 2 1523 Pleosont valley'
•O o
~•
36
1555 r ,
W

1334 •s ~
y a
oy
- ° ~ uDerty Baptist
~
~ 1521 Baptist !+
Betnel e+ ~ 153
•Z ~
to .. 1556
d ~
1333 ~ ° ~
Christ,
\ ° ~
'

1332 (
i •~
ry 1540
Bapt. u
t•O f
1539
~t
~~
` ~ ~ i 1353
1 21 c
' tw ~
°°~ ~,2 0 1557
il
1332
° 1519
1523 1541 «~ 553

i
n
-e 1338 °~ ~o ~ p 518 ' •°
°~
' •' ~ 1558
B~t
a
,y
t~ 1324
. 1334 ~Q, ~`
o,Q ~!/
•> ~
1339 ~ 1335 ~ 1522 is " ~ 1523 Z ~ ~ Crum pler
Morten Hom 1336 ~ `~ 1517 ~ ~d
> 1544 " w ~ 156
Cemetery 1337 Lonp Branch _d ` p
1516 ~ 1500
2 9

1394 .B Miss. Bapt. ~y
tl `` t.. ,
~
1513 a to
b 1 6 15
~' ~

~°
~ ,!' 1352 ~
tAN51NG ,~ ,
~ ~ a
1684 150 u 1639 166 .~ g
1543 1 ~ 2 1 _
573 ~5prlings ~
e :~ ~ \_
'r Baptist 1;
e
Pleasant Vtewt \ ~ ~
~0 Comet Baptfst Bins o 1658 ~ 1573
e ,~~
1348 134. ° 1514 1642 m . 1567
9~ .:
~ ~ 1352 a r,Z 1349 '° 1644 ?O 1500 1573 ~ 'd 1574 1568
1341 ~ • ~ j Church
1346
f C u ~ .a Emmonuei .e ~~
1
st 1
BOp ~
1 \ o .e 1647

' o
hrist
° 5
3
1695 1642 .a
~
~ l
~
.•~ 1394 1351
1384
t
'
, •~ a
~
e
~02
~
~15 15
1342
- j
a
v '
1501 1 94
' '° ~ ~~~ 1571 a.c
s ~ ~ ~~ ~ e ~~ 1347 tea 1577
s 1678 1501 Shatley •a

~ 1342
~
Q'
1343- 40 Blue Rtdp
a _
HOENIX M t ^
Springs .~
a 1571
1345 °
~ a i Elem. MTN.
~
to
O .1572 •s t2
~
1399
o 13401 ~ 6 t.s
1342 O Wams nsvtlle F ~
1649 ~
} /
1576
'' '
- L1D
~ ~
~
~ Dresden ~'
I ~
-
~,~

w e
iu
159 .~
.J ,~
•5 p
~c~o O'r 16RR
1R~1 `fiJ
~' ~, ~ _
~~y,~ ~~`

-- _
~ ~ .r
+` , _ v ~ i 1 !~ 7r. ~~~V ! ~~ r e _ ! ~ ! j(~ ~ .4~ .._.. .....,- ~~~r\~ ` r 1, t _ ..__,~ r`! t '•. is
~ ,
!
,
r i` . _
r '
i ' ~ ,
_ ,
,.
45,' ~ i . I + T t, ..rr /3 1! ( ... ~ ly ~ ,) 4 -. ,, ~_/ ~' L~ } ~ \. \ r 5 ~r ~!; ~~~.- I ~ 1• _
! ,
>r .. _
r - ~'.. '• ~ ~ ~ I ry ~
r,'
~ o__ ~ ~ ~ ~ +. ~ i ! t
' ~ ~
Yea
~, ~,
' +~ ..
_ n
.~ 1
r . ~. r,
r
~ ~ ~
~ fir. 1 ' ~t ~ .. .
a '~ 1
' r.,-;-"~ (~ ~y, t ~- +'{~ ~ .., (-~ ~ ~ mac. ,rti°d _? ~ I .`~. ~ 1 ~ ~ti'"- J ~ I
1~ ~ ` r ~ `~ 111{{{
r • ~v .s ~ r~ ~ ~
~r~ ~ ` '~~~! / ~ _ ~L 1 ` j t` *j ~
F 1
•.
i
. .
.. ~ _.,
,, ; ~ '~ ~ ~ ,, ~ ~ , ~ ~ ;_ _ mot.
r
_ r~
•, I ~1
. - _
- . ,~ _
.+
f 1 ~~ ~~ ~. ~~ `~ •1 by ~l ~ r j ~~„-. i ... '-" +` ~ ~ - ~ '!, t f ' -, j I
. .
11 11{{ ~ ~ / 1
•~.
_ ,,
r ~. `~ /
z.r v ~ '
+.- _
.r
J~ 1
/ i.
~1 ~ C 1
.. J` _
1 \ I ~ r~ +•- 4 ~ *~.rh' .,s ~ ~ / //! ~ .rte
r
~ ~, ~ r
~ 1 ~ ~' / ~ .'v-~-~r dom.. ~ I~ } ~ ~ .~_'~ f ~
!: ~
..
Name: GRASSY CREEK Location: 036.5057574° N 081.4736241° W
Date: 2/28/2008
Scale: 1 inch equals 1000 feet
Copyright (C) 1998, Maptech, Inc.

.~~,~
'•
'~!
°:
~.. ~ ..., .--.- ~ww
;~,,. ~ •
~~ 9. /
'j *.t
i~~ .~a 1-
~-':
. 3c~V
~i~
l41
3 ~ f
3
5.
.~

2.
4.
6.
1. Outlet view at station 0+30 on SR 1522A, Ashe.
2. Downstream view at 0+30.
3. Upstream view at 6+82.
4. Downstream view at 6+82. Note that the channel is incised on the outlet end.
5. Plunge pool at the outlet of pipe at 36+70. The pipe is barely at grade right now.
6. Wetland adjacent to 39+00 lt.
~ .. t~h

REVISED 2/15/08
Pipe List for Erosion Control Plans
SR 1522A (Little Piney Road)
Ashe County
Pie Station Size Class CSP Remarks

1
0+30 2 LINES 40' x 48" W/
HEADWALL AND
ENDWALL
Type-B
Replace
2 6+50 30' x 15" Plain Add
3 6+82 110' x 36" T e-B Re lace
4 7+05 30' x 15" Plain Add
5 9+00 50' x 18" T e-B Re lace
6 10+30 25' x 15" Plain Re lace
7 15+80 45' x 18" T e-B Re lace
8 21 +40 50' x 18" T e-B Re lace
9 22+10 25' x 15" Plain Add
10 22+75 65' x 24" Type-B Replace
11 23+50 50' x 15" Plain Replace
12 27+80 55' x 18" Type-B Replace
13 31+50 45' x 18" Type-B Replace
14 32+40 45' x 18" Type-B Replace
15 36+70 65' x 48" Type-B Replace
16 38+10 45' x 18" Type-B Add
17 39+40 30' x 15" Plain Add
18 39+90 40' x 15" Plain Add
19 42+50 25' x 15" Plain Add
20 45+30 45' x 18" Type-B Replace
21 45+50 25' x 15" Plain Add
22 49+90 50' x 24" Type-B Replace
23 57+00 45' x 18" Type-B Replace
24 57+40 25' x 15" Plain Add

Ditchliner List for Erosion Control Plans
SR 1522A (Little Piney Road)
Ashe County
From Station To Station Left/Ri ht Ditchliner
0+30 3+50 Ri ht Ri Ra
3+50 6+82 Ri ht Mattin for Erosion Control
6+82 26+00 Ri ht Rip Rap
26+00 27+80 Ri ht Mattin for Erosion Control
27+80 30+00 Ri ht Rip Rap
30+00 32+40 Ri ht Rip Rap
32+40 36+70 Ri ht Rip Rap
38+10 42+50 Ri ht Rip Rap
42+50 45+30 Ri ht Mattin for Erosion Control
45+30 48+50 Ri ht Rip Rap
48+50 49+90 Ri ht Mattin for Erosion Control
49+90 60+00 Ri ht Rip Rap
60+00 63+36 Ri ht Mattin for Erosion Control

EROSION CONTROL SCHEDULE
(1) All adequate temporary erosion control measures will be installed before
clearing and grubbing operations begin.
(2) As construction progresses, temporary and permanent erosion
control devices shall be installed in a timely matter, according to
any special permit requirements and or requirements set out in
G.S. 113A-57.
MANDATORY STANDARDS FOR LAND-DISTURBING ACTIVITY
Pursuant to G.S. 113A-57 (3), Provisions for a ground cover
sufficient to restrain erosion must be accomplished within 30
working days or 120 calendar days following completion of
construction or development, whichever period is shorter, except as
provided in 15A NCAC 4B .0024 (e).
DESIGN STANDARDS IN SENSITIVE WATERSHEDS
Pursuant to G. S. 113A-57 (3) provisions for a ground cover
sufficient to restrain erosion must be provided for any portion of a
land-disturbing activity in a HQW zone within 15 working days or
60 calendar days following completion of construction or
development, whichever period is shorter.
(3) All siltation and erosion control devices shall be properly maintained until
no longer needed.
(4) On projects performed by D. 0. T. Maintenance Forces, request will
promptly be made to the Division Roadside Environmental Unit for stage
and permanent seeding.
(5) Any removal of siltation devices will be based on the condition of
established ground cover of that area the device is serving.

CONSTRUCTION SEQUENCE FOR INSTALLING ROADWAY CULVERTS
1 -Clear only enough area and install the downstream measures such as silt check
dams, silt screens, and basins as noted on plans.
2 -Excavate the 2' base tail ditch.
3 -Excavate and install the roadway culvert.
4 -install sediment control measures at inlet as noted on plans.
5 -Install additional pipe outlet protection and inlet protection as noted.

SECTION 1042
RIP RAP MATERIALS
1042-1 PLAIN RIP RAP
Stone for plain rip rap shalt consist of field stone or rough
unhewn quarry stone. The stone shall be sound, tough, dense,
resistant to the action of air and water, and suitable in all other
respects for the purpose intended. Where broken concrete from
demolished structures or pavement is available, it may be used
in place of stone provided that such use meets with the approval
of the Engineer. However, the use of broken concrete which
contains reinforcing steel will not be permitted.
The stone or broken concrete shall be graded to meet the
following requirements:
1. For Class 1 Rip Rap -The stone shalt vary in weight
from 5 to 200 pounds. At least 30 percent of the total
weight of the rip rap shalt be in individual pieces
weighing a minimum of 60 pounds each. Not more
than 10 percent of the total weight of the rip rap nay
be in individual pieces weighing less than 15 pounds -
each.
2. For Class 2 Rip Rap - Stone shat! vary in weight from
25 to 250 pounds. At least 60 percent of the total
weight of the rip rap shalt be in individua! pieces
weighing a minimum of '100 pounds each. Not more
than 5 percent of the total weight of the rip rap may
be in individual pieces weighing less than 50 pounds
each.

HIGH QUALITY WATERS
1. Uncovered areas are limited at any given time to a maximum total area of
20 acres.
2. Erosion and sedimentation control measures shall be designed to provide
protection from the 25-year storm.
3. Large Type-A basins shall be designed and constructed with a settling
efficiency of at least 70% for the 40 micron soil particle size transported
by runoff from the 2-year storm.
4. Newly constructed channels shall be constructed with side slopes no
steeper than 2:1, unless slopes are to be stabilized by methods other than
vegetation
5. Aground cover sufficient to restrain erosion must be provided for any
disturbed area.

NOTES FOR EROSION CONTROL PLAN
• Each Section Under Construction Shall be Seeded and Mulched Within 30 Days After Grubbing
Begins (Per STEP # 7 of the Erosion Control Design). See Phasing Sheet on Next Page for Section
Layouts. '
• 9' X 3' X 2' Temporary Rock Sediment Dam Tyne-B Used at Most ALL Locations as Shown. ALL
are Greater Than or Equal to the Required Storage Given in STEP # 7 of the Designer Spreadsheet.
Please Pay Close Attention to the Sizing, Some TRSD-B's are Greater in Size. All TRSD-B's are
Designed on a 3 to 1 Length to Width Ratio.
• If a Temporary Silt Ditch is Used in Place of Temporary Silt Fence, Then ALL Rock Silt Checks Type
B & A Need to be Placed in TSD Per STEP # 3 & 5 (Respectively) of the Erosion Control Designer
Spreadsheet.
• Outlet Devices Along Silt Fence May Need to be Relocated Only to be Placed in the Low Point of Fill
Section or to the Most Appropriate Location in the Field. More Outlets Devices may need to be
Installed Along Silt Fence in Accordance with the Topography of the Construction Limits.
• ALL Pipe Locations May Slightly Vary Due to Any Grade Changes in the Proposed Roadway.
• ALL Temporary Rock Sediment Dams Shall Have Core Fiber Baffles Placed According to
Specifications.
/ 0' to 10' Long will need 1 Baffle
/ 10' to 20' Long will Need 2 Baffles
/ 20' and Longer will need 3 Baffles
• If You Have Questions Pertaining to the Erosion Control Design Contact David Wayne at (336) 903-
9140 or Scott Pipes [phone].
• Again Note that Entire Design is Based Around a 30 Day Construction Effort. Phasing IS CRITICAL.

Erosion Control Designer Sections
SR 1522A Little Piney Road
See Attached Erosion Design Program
Left L o r Ri ht R Desc ri tion Percent Grade Ditchliner Re uirements
Section 1 L From Station 0+30 To Station 3+50 7.03% See Ditchliner Lists
Section 2L From Station 3+50 To Station 6+82 1.21 % See Ditchliner Lists
Section 3L From Station 6+82 To Station 9+00 3.99% See Ditchliner Lists
Section 4L From Station 9+00 To Station 15+80 3.15% See Ditchliner Lists
Section 5L From Station 15+80 To Station 21+40 3.27% See Ditchliner Lists
Section 6L From Station 21+40 To Station 22+75 6.15% See Ditchliner Lists
Section 7L From Station 22+75 To Station 27+00 5.18% See Ditchliner Lists
Section 8L From Station 27+00 To Station 27+80 0.63% See Ditchliner Lists
Section 9L From Station 27+g0 To Station 31+50 3.65% See Ditchliner Lists
Section 10L From Station 31+50 To Station 32+40 6.00% See Ditchliner Lists
Section 11 L From Station 32+40 To Station 34+00 6.63% See Ditchliner Lists
Section 12L From Station 34+00 To Station 36+70 4.24% See Ditchliner Lists
Section 13L From Station 36+70 To Station 38+10 2.10% See Ditchliner Lists
Section 14L From Station 38+10 To Station 45+30 5.32% See Ditchliner Lists
Section 15L From Station 45+30 To Station 48+50 6.16% See Ditchliner Lists
Section 16L From Station 48+50 To Station 49+90 1.29% See Ditchliner Lists
Section 17L From Station 49+90 To Station 57+00 3.52% See Ditchliner Lists
Section 18L From Station 57+00 To Station 63+36 EOP 3.22% See Ditchliner Lists

Section 1 R From Station 0+30 To Station 3+50 7.03% See Ditchliner Lists
Section 2R From Station 3+50 To Station 6+82 1.21 % See Ditchliner Lists
Section 3R From Station 6+82 To Station 9+00 3.99% See Ditchliner Lists
Section 4R From Station 9+00 To Station 15+80 3.15% See Ditchliner Lists
Section 5R From Station 15+80 To Station 21+40 3.27% See Ditchliner Lists
Section 6R From Station 21+40 To Station 22+75 6.15% See Ditchliner Lists
Section 7R From Station 22+75 To Station 27+00 5.18% See Ditchliner Lists
Section 8R From Station 27+00 To Station 27+g0 0.63% See Ditchliner Lists
Section 9R From Station 27+g0 To Station 31+50 3.65% See Ditchliner Lists
Section 10R From Station 31+50 To Station 32+40 6.00% See Ditchliner Lists
Section 11 R From Station 32+40 To Station 34+00 6.63% See Ditchliner Lists
Section 12R From Station 34+00 To Station 36+70 4.24% See Ditchliner Lists
Section 13R From Station 36+70 To Station 38+10 2.10% See Ditchliner Lists
Section 14R From Station 38+10 To Station 45+30 5.32% See Ditchliner Lists
Section 15R From Station 45+30 To Station 48+50 6.16% See Ditchliner Lists
Section 16R From Station 48+50 To Station 49+90 1.29% See Ditchliner Lists
Section 17R From Station 49+90 To Station 57+00 3.52% See Ditchliner Lists
Section 18R From Station 57+00 To Station 63+36 EOP 3.22% See Ditchliner Lists

Project Phasing
SR 1522A Little Piney Road
Ashe County
Sections to be Completely Contructed in 30 Days to Meet the Erosion Control Designer Requirements
Section 1 From Station 0+00 BOP To Station 6+82
Section 2 From Station 6+82 To Station 15+g0
Section 3 From Station 15+g0 To Station 22+75
Section 4 From Station 22+75 To Station 31+50
Section 5 From Station 31+50 To Station 38+10
Section 6 From Station 38+10 To Station 45+30
Section 7 From Station 45+30 To Station 49+90
Section 8 From Station 49+90 To Station 57+00
Section 9 From Station 57+00 To Station 63+36 EOP
Sections Listed Above Do Not necessarily have to be Contructed in this Sequence, however will need to Maintain Section

ERUSIOI~ C()I°~'~~.2.~I.., Y)~`i'.,~4~~:~.,~ AND
~I~]ECI~IC~.T~®l~~
STA]VnARp D ~'SCRiI'7'ION SYMBOL
462.0] :t~~G173:.gri).....Itip Rap Fill Slope Protection .............. ' ' -
876.04 ....................RipRep Lined Ditch..................................~?'~~
1060.08:~S~~~?,Q11)...Matting For Erosion Control .......................... '~/~,/~jv
l 605.01 ..................Temporary Silt Fence .. _ ................................~.~.~~
1606.O1 ..................Special Sediment Control fence...................... ~
1622.0] ..................Temporary Slope Drain................................ ,~
.___,
1630.02 ...................Siltl3asin Type B.........................:.........- ~S9
1630.03 ...................Temporary Silt Ditch................................: TS D---
1630.04 ...................SIilling Basin......................_....................
1630.OS ..................Teroporary Diversion..._........................_...-• TD-~-'
1632.01 .............:.....Rock Inlet Sediment Trap Type-A................. ~
:L..! OR ~A
1632.02 ...................Rock]nlet Sediment Trap Type-$..:............... ; ~-
- otC ~ D
1632.03 ......:....:.......Rock Inlet Sediment Trap Typa~C..................: ~: oa. -1 c
1633.0] ...................Temporary Rock Silt Check Type-•A...... _........1~
1633.02 ...................Temparary Rcx;k Siit Check Type-I3...............
1634.01. ,... ..............Temporary Rock Sediment Dam Type-A....... _.. lid
1634.02 ............ ........Temporary Rock Sedimeni Dam Type-B.........
1635.01 ... .................Rock Pipe I~iiet Sedimeni Trap Type-A........ ... P,:( ),.
~/
1635.U2 ....................Rock Pipe Inlet Sediment Trap Type-8............II . ;
1636.01 ....................Rock Silt Screen......_............................ ....,1: . .
Small Streams or I3raneh ............................................................ _._.~,: _ - - ---3
Pipe Outlet energy Dissipater ....................................................
. ... ~
.. ~
~~~®

IMPORTANT i!i NOTES ON FRONT PAGE OF Ef~OSION
N L LAN L Y f/ U h' U
~ ~ ~ ~
~ A ~ A
+ ~ ~ ~
o°
°o °o o°
9x3 x2
2' WEIR
1 BAFFLE
o ~
~ ~~ ~ y
~ m ~
~, _
°o ~
A
~ po
Q° 7.0% /.2%
~ r*+o~Z SR 1522-A LITTrLE PINEY RD.
~~ H ~IRR C~`\ CRR ~ <E~E-CRR~ E~ C<E~C C <RR ~ ~ ~ CRR ~~ ~~,
~ ~
D _. ~ Z
9 x3 x2
- 2' WEIR B K
1 BAFFLE
P T
n
~.,
cn
0
REVISED 2 / l5 / 08
l1C.005035 (R/W)
PROJECT: l1C.005082 (CONSTJ
ROAD: SR 1522-A (LITTLE PINEY ROADI
COUNTY: ASHE
TYPE: GRADE, DRAIN, BASE, AND PAVE (1.20 Ml)
SCALE: l" = 50' SHEET l OF l3 DATE: l-14-08

IMPO,~TANT ~!~ NOTES ON Ff~ONT f',9GE OF Ef~OStON
Z`~~ N3~~~1'L

A ~ A
-A cr rn

0
0 0

~ ~
~ ~
n
~~~ .^^ ... ...
lIC.OC)5035 (R/W)
PROJECT: l1C.005082 fCONST)
ROAD: SR 1522-A (LITTLE PINEY ROA01
COUNTY: ASHE
TYPE: GRADE, DRAIN, BASE, AND PAVE (1.20 Ml)
SCALE: l" = 50' SHEET 2 OF l3 DATE: I-l4-OS
~ A A ~
~ ~ ~
0 o a
~11
~,
9x3 x2 9 x3 x2
2' WEIR 2' WEIR
1 BAFFLE 1 BAFFLE
~ ~
o ~
x °
SR 1522-A LITTLE PINEY RD. n
~ n \RR`~ \\RR~`E.•\RR\~•\
3p. 1y
` ~ Isb O, 1_
Z CSP 3 ~
9x3x2
2' WEIR
1 BAFFLE
~, 9 x3 x2
2' WEIR
1 BAFFLE

IMPORTANT i!i NOTES ON F~90NT PAGE OF Ef~OSION
N L LAN LY H U U
llC.Oc~5035 (R/WJ
PROJECT: l1C.005082 (CONSTJ
ROAD: SR 1522-A (LITTLE PINEY ROAD)
COUNTY: ASHE
TYPE: GRADE, DRAIN, BASE, AND PAVE (1.20 Ml1
SCALE: l" = 50' SHEET 3 OF l3 DATE: l-l4-OS
~ ~ ~
~ ~ y
A A A A A ~
`° ~ ~

0 iv -Q
o + o -~ + -~
° ° ° ° ° 0
o o 0

3.2%
SR /522-A LITTLE PINEY RD.
~~ ~ ~C ~ ~ ~ ERR ~ E-~RR ~E-~RR ~E~RR ~E~RR E-~RR ~E-KRR
25' X 15" CSP
r
Z
r
Z

- - -

IMPORTANT 1.!i NOTES ON FRONT PAGE OF Ef70SION
L LAN

A ~ ~ ~
~ A ,n
~

0 ~ rn ~
~
~

0 0
0 0
0 0
0 0
0 0
0
9 x3 x2 9 x3 x2
2' WEIR 2' WEIR
~ 1 BAFFLE 1 BAFFLE ~

A
N
3.2% ~ 3.3%
SR 1522-A LITTLE PINEY RD.
RR ~~RR ~~ C CRR E~ -yv ~ CRR (C~ (RR ~ C~ CRR C ~~ CRR C C ~ CRR ~ ~ ~ CRR
9 x3 x2

2' WEIR ~
1 BAFFLE
l1C.005035 (R/WI
PROJECT: l1C.005082 (CONST)
ROAD: SR 1522-A (LITTLE PINEY ROADI
couNrY: ASHE
TYPE: GRADE, GRAIN, BASE, AND PAVE (1.20 MlI
SCALE: l" = 50' SHEET 4 OF l3 DATE: I-14-08

IMPORTANT l.!i NOTES ON Ff~ONT PAGE OF Ff~OSION
N L AN3`~ ~~~L U ~L/
PR l1C.005035 (R/WJ
OJECT: llC.0~5082 ICONST)
ROAD: SR 1522-A (LITTLE PINEY ROADI
COUNTY: ASHE
TYPE: GRADE, DRAIN, BASE, AND PAVE (1.20 Ml)
SCALE: l" = 50' SHEET 5 OF l3 DATE: l-14-08
~ ~ ~
A A A A A
N N
~ ~ ~ N W
O 0 p O o
9 x3 x2 9 x3 x2 9 x3 x2
2' WEIR 2' WEIR 2' WEIR
~ 1 BAFFLE ~p 1 BAFFLE ~q~pp 1 BAFFLE
~I r1 `~'0' r'1 `1001' ~
~ 3.3%
SR /522-A LITTLE PINEY RD.
~CRR~~RRE~~RR~~RR~~
Ir
6.2%
<RR~~RRC~<
9 x3 x2
2' WEIR
1 BAFFLE
A
N
O
n
5.2%
` ` 50' 1 ' CSP
9x3 x2 ~z
2' WEIR c~
1 BAFFLE
REVISED 2//5/08
C
Z

IMPOf~TANT ~!~ NOTFS ON FRONT P%GE OF Ef~OSION
y ~ ~ ~ ~ ~
A A A A A A
~ ~ rn ~ ~ ~
0 0 0 0 0 0
0 0 0 0 0 0
9 x3 x2
2' WEIR
~ 1 BAFFLE ~
~ ~
n
w
x
5.2% 0.7% w 3.7%
r ~(~ ;~f r ~f l / l SR 1522-A LITTLE PINEY RD. [ff [f f
~ ~
9 x3 x2 9x3 x2 Z
2' WEIR 2' WEIR rn
1 BAFFLE 1 BAFFLE
B K
P T
y
N
v
O
O
l1C.005035 /R/W)
PROJECT: l1C.005082 (CONST )
ROAD: SR 1522-A /LITTLE PINEY ROAD)
COUNTY: ASHE
TYPE: GRADE, GRAIN, BASE, AND PAVE X1.20 Ml)
SCALE: l" = 50' SHEET 6 OF l3 DATE: l-14-08

IMPOf~TANT l!~ NOTES ON Ff~ONT PAGE OF Ef~OSION
N L AN L U

A A A
~ `" `~.'
o
~
0 0 O
O O
n
l1C.005035 (R/W)
PROJECT: l1C.005082 (CONSTJ
ROAD: SR 1522-A (LITTLE PINEY ROAD)
COUNTY: ASHE
TYPE: GRADE, DRAIN, BASE, AND PAVE (1.20 Ml1
SCALE: l" = 50' SHEET 7 OF l3 DATE: l-l4-OS
y
A
w
N
O
9x3 x2
2' WEIR
1 BAFFLE

A A
w ~

O O
O O
9 x3 x2
2' WEIR
1 BAFFLE ~
A ~ .-
~ ~
3.7% ~ 6.0% ~ 6.6%
SR 1522-A LITTLE PlN ~ RD. z
Iz
r
9x3 x2 ~
2' WEIR ~
1 BAFFLE
• B K
P T
n
c_,.,
-A
0
0

IMPOF~TANT !1/ NOTES ON FRONT f'~JGE OF Ef~OSION
A
y ~ ~

A A A

~ rn
~
°
°
o o 0
9 x3 x2
2' WEIR
1 BAFFLE
n
PROJECT lIC.005035 (R/W)
: l1C.005082 (CONST)
ROAD: SR 1522-A lTTTLE PINEY ROAD)
COUNTY: ASHE
TYPE: GRADE, DRAIN, BASE, AND PAVE (1.20 Ml)
SCALE: l" = 50' SHEET 8 OF l3 DATE: l-14-08
~ N
A A
o ~
0 0
9x3x2
2' WEIR
~~-~1 BAFFLE
l~
o~
SR 1522-A LITTLE PINEY RD.
RR> ~~ RR) > > RR)») RR) > ~) RR> >
K
T
A
W
-A
0
~v~ ~
9 x3 x2 l~
2' WEIR ,,fi y
1 BAFFLE o
B K ~
0
P T
A
w
rn
v
0
~ rn
2./% ~ 5.3%
s
111 111 ~
r
A
0
I~
0
!x4
3' WI
n
12 x4 x2
3' WEIR rn
2 BAFFLE

IMPOf~TANT l!i NOTES ON Fh'ONT PAGE OF EF~OSION
N L L ,9N~

y
A ~
A ~
A y ~
~ ~ ~
A
A
~ o ~'
~
~
~
~
0
0 0
0 o
0 ~-
°o +
o° +
o
x4 x2
WEIR 9 x 3 x 2
BAFFLE 2' WEIR
~_ 1 BAFFLE ~
~
~ ~
n ~

5.3%
R
S
/522- A LITTLE
PI
N
EY
R
D.
(
~`30' ~ L' / /
~ ~ C~ l~
SP~40' ~
[
f
~ ~
` `~ [
[
C
~
f
~ ~ ~ ~ C
` `C~C~~
'
P ' .
25 X SP
r
Z ~
~ ~
l1C.005035 l R/W 1
PROJECT: l1C.005082 (CONSTI
ROAD: SR 1522-A (LITTLE PINEY ROADI
couNTr: AsHE
TYPE: GRADE, DRAIN, BASE, AND PAVE (1.20 Ml1
SCALE: l" = 50' SHEET 9 OF l3 DATE: l -14- 08

IMf'O~9TANT ~!i NOTES ON Ff~ONT PAGE OF EROSION
N L LAN L h' U h' U
A A ~ A A A
~ ~ ~ ~ ~
~ ~ ~
~ ~ ~ ~ 0 0
° °o °o °0 0 0
9 x3 x2
2' WEIR
1 BAFFLE
~ ~
~ gpQgp ~
`~' n
X
5.3% -'
6.2% /, %
r S~Rf/522-A LITTLE [PI~NE(Y D. (~,
25' X 15" CSP
r
Z 9 x3 x2
~ 2' WEIR I~
1 BAFFLE
B K
P T
cn
0
l1C.005035 (R/WJ
PROJECT: l1C.005082 (CONSTJ
ROAD: SR 1522-A (LITTLE PINEY ROADJ
COUNTY: ASHE
TYPE: GRADE, ORAIN, BASE, AND PAVE (1.20 MlJ
SCALE: l" = 50' SHEET l0 OF l3 DATE: l-l4-OS

__ -- - -
IM_ POflTANT i!i NOTES ON FflONT P~JGE OF Ef-~OSION
Z` N L LAN L/ (J
A ~ n ~
~ o `,' "'
o ~ o N W ~
O ~ O
O O O
9 x3 x2 9 x3 x2
2' EIR 2' EIR
1 B FLE BAFFLE
~ ~
n \
~~ n
o O
/. % /.3% N 3.5%
S[ [/522-A ITT//L//E['P[/IN~/EY RD. [[ ~(~,~ L (~~~ // //
~' r ~ RR ~ E-E-C R Cam` E-RRR ~ ~ ~ CRR ` \ E E-C<Ef{ C~`RR
~ \ ~_
9 x2 12 x4 2
f~ 'WEIR ~
3' EIR (~
B K
P T
n
0
l1C.005035 ~R/W)
PROJECT: l1C.005082 ~CONST)
ROAD: SR 1522-A /LITTLE PINEY ROAD)
COUNTY: ASHE
TYPE: GRADE, DRAIN, BASE. AND PAVE 11.20 Ml)
SCALE: l" = 50' SHEET ll OF l3 DATE: l-14-08

_.
IMPOf~TANT l!~ NOTES ON FFIONT PAGE OF E~7OSION
N L L AN~y H f-r" L/
~ ~ ~ ~ ~ ~
A A A A A A
~ ~ rn ~ ~ ~
~- ~. + + 0 0
°o o° o0 0 0
9 x3 x2 9x3 x2
2' WEIR 2' WEIR
~ 1 BAFFLE 1 BAFFLE ~
~ ~
~ ~
n n
A
3.5% 3.2%
~[J [~ f r CS~R(~1522C-A LlTTLrE P[I:N~EY( RED. f a
C\~~RR~"~~ ``\E~C~`~C,\`RRC,\\~`RRC.\\~`\RR ~ 25~' ~ \\\C,\\RR~\\\RR \
~ 9 x3 x2
Rl 2' WEIR ~
nl
1 BAFFLE
l1C.005035 (R/W1
PROJECT: l1C.005028 fCONSTJ
ROAD: SR 1522-A (LITTLE PINEY ROADJ
COUNTY: ASHE
TYPE: GRADE, ORAIN, BASE, AND PAVE 11.20 MlJ
SCALE: l" = 50' SHEET l2 OF l3 DATE: l-l4- OS

IMPOFl TANT ~!~ ~IiOTES ON FRONT PA,%E OF EROSION
N L L AN3`-~ ; ~/ C~

y y ~ ~ ~ ~
A A A A A ~m
~

~ o °'

~ °'
N
~
~o
~

°o ~
°0 o° o
0 o
o w
rn
9 x3 x2
2' WEIR
1 BAFFLE

n

SR 1522-A LITTLE PINEY RD. __- -_
~RR _
r
Z

llC.G05035 (R/WJ
PROJECT: 110.00
5082 ~CONSTI
ROAD: .
SR 1522-A /LITTLE PINEY ROADI
COUNTY: ASHE
TYPE: GRADE, DRAIN, BASE, AND PAVE X1.20 MI1
SCALE: l" = 50' SHEET l3 OF l3 DATE: 1-14 - OS

STREAM NAME: UNNAMED TRIBUTARY TO LITTLt PINEY CK PROPOSED PIPE DATA SCALE : 1" = 50' - SR /522A - P~
0+3oeH
. _
~ ~

STREAM CLASSIFICATION:
C+ awow•oe~r ~.x~n
STREAM W/DTB: 4 FOOT WIDE
Gy"CFO ~ POT Sto.0+00.00
T9O e~'rsq ~ DATE DRAWN: 1 /29 /08
TO t ~ \ ~
~
! k
~
Ft
Fq,2
~
9.
O
~
~
~` ~ PC Sto. 0+3/.40
\
'x
e• ~
'~

EXTIST/NG PIPE SIZE

' ~
i ~
~ I ~
~ ~~ f
: 3dX 98
CMP ~ ~

PROPOSED PIPE SIZE:
2 LINES 40'X l8'CSP - TYPE B
I ~ PT Sto.0+78.52 ~

W/ READ & fND WALLS
~
~
~ ~
~ ~ E

~
~
• POT Sta.1t07.35
TEMPORARY EROSION CONTROL DEVICES ARE NOT SHOWN
BUT WILL BE INSTALLED AS SHOWN ON E /C PLANS.

70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70

505
505

500
500

495
495
490
490
485
485
480
480

475
475
SCALE : 1' 10'

~ J.1 1~.„..,1: t;r '- 1. . Co:.._i:i ( \ -~. ~ I~~ C, ~ ~ C__~ ~. ,.p-.~,_ .
;;:_ir_~ :cad _ ~ t •
-' - - ... , -, .. ', 1~-' 1 ~ r
'~e;~ ca3 S ~~ 9 ' o ... ~~
~, ~ - - - -
Prn~e~ed ~~' 0
... - ~ -
'-------~ ~O
- -a- - - -I 6~ ~ ~ I ~~
v ~ V
i ~1 .. • . • ~ ~ •
C~II~°t Llne J ~
' ~ ~ -
` :..
.i 1 1 1 1 1 1 I•~I 1 1 I'I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I l I I I l I l l l l l l -
1 1 1 1 1 1 1 1 1 1 I+~I-~1:1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1: I I I 1 1 1 1 1 1 I l t l l l l l l l l l l l l .I I I I I I I I I .F
1 I I I! 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I '1 1 1 1 1 1 1 1 1: 1 1
1'! 1+++ 1!! I•! a ~ 1 1 I+, t 1 1 1! 1! 7! I 1 1!! 1 1 1 1 1 1~! .1 1 1 -1 1 1 1
~ I I l i 1. I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1! I I I 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1!~ I I
1 1 1 1 1!! 1 1 1 `t rl 1 1 1 1 1 1 1 I I-'I 1 1: 1 1 1 1 l t l l l l l T I' 1 f'I-T 1~1-1 i l l l I I I I I I I i 7 1 1 1 1 1 1 1
i l l l l l l l i l l l •I I l t l l t l
l i l l l i l l l l l t I~I I! 1 1 1 1 1 1 1! 1 1 1 1 1 1 1 1 1 1 1 1: i! i l l l l l l l! I 1 1 1 1 1 1 1 1 1! I l t l l l l l l l l l l l l l l
I: i l! I l l l l l l l l l l l l l l l l l l l l l i l l l i 1 1 1 1 1 1 I I I I I I I I I I I I I l i l l i l l i i l l l l l i. 1 1 1 1 1 4
I l l l l l l l l l l l l l l l l l l i l! I 1 1 1 1 1 1 1 1 1 1 1 1 1 1! l i l l l l I I I I I I I I I I I I I I I I I I i I l l J I I I I I
I l l l l t l l l l l l l l l l l l l l l l l l l 11 I I I I ICf/I 1 1 1 1 1 1 1 I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1• I I
7 1 1 1 1 1 1 1 I~I 1 1 I~I I l l l i i l l i l l I ~ 1 l i l l l l l l l l l i l l l l l l l l
1 1 1 1 1 7 1 1 1 1 I I 1 1 1 1 1!! I 1 1 1 1 I I I I I I l l l l l l i I l l l l l t l l l l l I I l i l l I I l l l l l l i l! 1 1 1 1
- 1 1 1 1 1 1 1! I~1 11 I1 I I I I I I I I I I I 1 1 1 1 1 i l l l l l l l I l l l l l l l l i l l 11 1 1 7 1 1 1 1 1 1 1 1 1 !. I I I I
1 1 1 1 1 1 1 It I l i l l l l l l l l l I I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I t P i l i l l 1 1 1 1 1 1 1 1 1 1 1 1 '1 I I •I
__ I l t l l l l l l l l I~I~I I I 1 1 1 ~I 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I l l l l l l l l l l i l l l 1 1 1 1 1 1 1 1 1 1! I I I I I -1 1 1
- 11 1! i i l l l l l l l l l l l l I l l l l l l l l i l 1 7 1 1 1 1 1 1 1 1 1: 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1~1 I l l l l l l l i l l l
- I I 1 1! I l i 1 1 1 1 1 1 1 1 1 1 1 1 1 1! I I I I! I( I I I I I I I I I I I i I 1 1 i l l l l l l l l l i 1: 1 1 1 ' 1 1 1 1 1 1 1 I~I I I I
I l l: l i l l l l l l l I: I! I l i i! I t! I I I I!+ I I I 1 1 1! l i l l l l l l l! I I l l l i l t( l l l I I I I I I I I I I I
1: 1 1 1 1 1: 1 1! I I I! I I I!! I l l i l l i l l l i l l l l l l l l l l l: l' I l I I l i 1 1'
I I I+ I I I I I 1 1 ! I I I' I I i l i! I l: i i l l i l l l' l l l l i l l f l 1 1: 1 1 1 1 1 1 1? I I I I I I I I I I I I I I 1+ 1
1 ++ 1! 1 1 I I I I I i l l I I ' 1 1! 1 1 1 I l l l l l l l l l i l i l l l l l i l l i l i l l l l I I I
l i l l l ' I l l l l l i l i l I ! i l: l i l 1 I! I I t I I f I i I I I l I l I I t ' 1 1 1 1 1 1 1
! l i l l l l l i l l l I I I I I
•+! ~ I l l l i i i i i i l i~,; l i l l i l, i l+° I I( i I I+ I I i 1 1 I I I i I 1 1 1 1 1 I l 1 I I I I
I I I : I l l i! I I I' Y I: I I I I I I j + I+ i i i l l i~ I I !
I I I i l l l I~ 1 1 1! I! l i I I i l l l l l i 1 I 1~ + i l i i 1 i t 1 I
! i 1 1 I I I I t i I I I I I I I! 1 I I I t
:+ 1 ~ I l l l l l l~ l l i l l t l I I I+ I I: I I I I 1 1 1 1 1 1 1 !
'+ I I i ! I I I 1~: ! i I I! i L I I ~ l i l 1 1 1 1 1 l i i i l l I
I I I I I I I i I I I
I I I I I I i I I I I I ~ i l' I ii i 1 I I I I I I I I I ~! ? 1 1 1 1 1 1 I I l i l l
! I I I I I I I ~
i 1 1 1 1 I i 1 1 I I I I I 1 ! I I I I I I C I
I I l l l i l l l I l i l 1 I I ' I I! i I I
I t l i l! i ! I 1 1 1 1 -1 ' ~ 1 ' I i I! I I
• + I I I I i t I i I l i 1 1! I 11'1 l l l i l l
• I I I I I I' t I I
1 ,. I I I I i I l i i!!! ~ ~ i: I l l l i l i
1! 1 1: 1 ! 1 t : I I; 11 1 ,i I I I I!! I I I I I I I
I I I 'I i I I I + I I I I 1 I I I 1 1 1 1 1 1 1 1 f l l i '1 I l l l i l l l l
' I I I I I I i I I i . I I I l i l i I , I I •I I! I!! I l l l l i l i l
I I I ~ I r ~ ! ~ ' I '- I I 11 I 1 j_
I 1 l l! , 1 ~ ' ' i l l I! ! ! I I! I l i I I I i t I I i
I s i l l! I I i I l l i i I I I I I I I I I I I I I I I I i l l t l l
I I I I I ' . I~ 1 1 1 j i I' I I 1 1 1 1 1 1;
I I 1 i I I I I I I I I I -1 I ~1
t ~ I+ I I 1 1 1
1 1 ; 1 i+ I i 1 I I I 1 i l l l I
~ 1 I 1 I A l i I I I I I
I I - I _- i I I ~ I I t l 1 1 1 1 1
.~ I I ~ i ~ 1 t 1 -~ I I I I I I 1 1 1
1 ~ 1 1 1 1 I I I I 1 I I
I I ~ I I 1 1 I I I 1
i i ; I i
; I
_` rI '
'~i
~_..'_, _ ..__..e~.
~ ~ '~.-
~_=~'~ JV oFL~ ~1 raf~-

STREAM NAME: ONNANFO 7RIRJ/TN2Y 70 !1771F P/NEY CRFEK
STREAM CLASSIFICATION: Ct
STREAM WIOTN: 3 F00T WIDE
PT
POT
EXTISTING PIPE SIZE: 30' X 48'CMP
PROPOSED PIPE SIZE: 65'X 48'CSP-TYPE B
PROPOSED PIPE DATA
SCALE : 1' _~ 50'
PT Sta.36t55J7
PC Sto. 36+28J1
Sy
~'s2
24 \ `~
.~,T,~e~ ~ , E, o ~ PT Sto. 35+6/.6/
\ ~ ~ PC Sta. 35f43.0/
'r
<F _.
q~.~r -,____
TEMPORARY EROSION CONTROL DEVICES ARE NOT SHOWN
BUT WILL BE INSTALLED AS SHOWN ON EC PLANS.
70 65 60 55 50 45 40 35 30 25 20
500
495
490
485
480
-. 475
to s o s
15 20 25 30 35 40
Sta. 35
65 70
__t
500 I
DATE DRAWN: 1 /29 /08 ~
SCALE : 1' = 10'

l
WETLAND DATA FORM
(1987 COE Wetlands Delineation Manual)
Project/Site: SR 1522A, Little Piney Rd. (Wetland) Date: 2/8/08
Applicant/Owner: NC DOT County: Ashe
Investigator: Heath Slaughter State: NC
Yes No
Do normal circumstances exist on the site? ® ^
Pasture)
Is the site significantly disturbed? ® ^
(A typical situation)?
Is the area a potential problem area? ^
(If needed, explain on reverse.)
VEGETATION
Dominant Plant Species Stratum Indicator
1.Juncus effusus Herb FACW
2.Cazex sp. Herb
3.Juncus Sp• Herb
4.
5.
6.
7.
8.
Community ID: Ephemeral Wetland (Wet
Transit ID:
Plot 1D:
Dominant Plant Species
9.
10.
11.
12.
13.
14.
15.
16.
Stratum Indicator
Percent of dominant species that are OBL, FACW or FAC (excluding FAC-): 100 %
Remarks:
Due to the time of year and distrubance, positive identification of all the herbs was not possible. However,
if identified to the species level, the other listed dominants would most likely have facultative or obligitory
wetland ratings.
HYDROLOGY
^ Recorded Data (describe in remarks)
^ Stream, Lake or Tide Gauge
^ Aerial Photographs
^ Other
® No Recorded Data Available
Field Observations:
Depth of Surface Water: 2 (in.)
Depth to Free Water in Pit: 0 (in.)
Depth to Saturated Soil: 0 (in.)
Remarks:
Wetland H,,_ydrology Indicators:
Primary Indicators:
® Inundated
Saturated in Upper 12 Inches
Water Mazks
^ Drift Lines
^ Sediment Deposits
^ Drainage Patterns in Wetlands
Secondary Indicators: (2 or more required)
® Oxidized Root Channels in
Upper 12 Inches
^ Water-Stained Leaves
^ Local Soil Survey Data
® FAC Neutral Test
^ Other (explain in remarks)
WLdata.frm

~ ,
SOILS
Map Unit Name
(Series and Phase): Tusquitee loam
Taxonomy (Subgroup): mesic Umbric Dystrochrepts
Drainage Class: WD
Field Observations
Confirm Mapped Type? NO
Profile Description:
De th Matrix Color Mottle Colors
(ins.) Horizon (Munsell Moist) (Munsell Moist)
0-12 Al 10 YR 3/2 10 R 3/6
Mottle
Abundance/Contrast
common/distinct
Texture, Concretions,
Structure etc.
loam
Hydric Soil Indicators:
^ Histosol
^ Histic Epipedon
^ Sulfidic Odor
^ Aquic Moisture Regime
® Reducing Conditions
^ Gleyed or Low-Chroma Colors
^ Concretions
^ High Organic Content in Surface Layer in Sandy Soil
^ Organic Streaking in Sandy Soils
^ Listed on Local Hydric Soils List
^ Listed on National Hydric Soils List
^ Other (explain in remarks)
Remarks:
Wetland Determination
(circle yes or no)
Hydrophytic Vegetation Present?
Wetland Hydrology Present?
Hydric Soils Present?
Is This Sampling Point Within a Wetland?
Remarks:
Contiguous to Little Piney Creek
Yes No
® ^
® ^
® ^
® ^
WLdata.frm

P(~OPOSED ^I~YPICA~ SECTION
ItUnl~ NnMC : ~ ~-- -- _ DATE : ~ -~~ -~1-~
_ ~~ IJ 11 -~ L~ TALE ~i~~r Y
COUNTY: BSI-{E' .
11C. b Z 5
FLUTE-CONSTRUCT EXTRA WIDENING IN CURVES AS DIRECTED DY ENGINEER ~
fspTE: PAVEMEN'! Ml1RI<INGS FOR TWO q' LANES
SZa' RIGHT OF WAY
6'
SI-IOULOER
.08
2~~
•~Z
~.
TRAVEL LANE
VI f .02
~- pM0[ 10 Tegt ll~
:32' TYPICAL SECTION
C~
D1
E1
T
~'
f--.--~
SHOULDER
4'
DITCH
~~~
~., ~ g,
AST TRIPLE SEAL
2.0" ACIC I19.06
6" AGGRf~GATE BASE COURSE
SHOULDER MATERIAL
9' _
TRAVEL LANE
',
1lYPiCAL SF_Cl-IONS.dgn 07_/25/01 03:27:08 PM

ROAD NAME:
f~~ .
COUNTY:
~a~l C.
PROJECT(WBS) : ~~~'~
11 C . Q~S~~Z
vAR1ES
SHOULDER
S'

S'
TRAVEL LANE TRAVEL LANE
C1
l6' EXISTING TYPICAL SECTION
C1
DATE: 3-11- O~',
SHOULOER ~ O1TCH
EXISTING GRAVEL ROADBED
r
...\EXISTING ROADWAY X-SECT.dgn 01/26104 03:50:02 PM