20070094 Ver 1_Application_20070117

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STATE OF NORTH CAROLMA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY P. O. Box 25201, Raleigh, NC 27611-5202
GOVERNOR PHONE: [phone]
January 11, 2007
Mr. John Thomas
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LYNDO TIPPETT
SECRETARY
U. S. Army Corps of Engineers O
Raleigh Regulatory Field Office 6 ~ 4
6508 Falls of the Neuse Rd, Suite 120
Raleigh, NC 27615
Subject: Nationwide Permits #14 and #33
SR 1351 (Tom Jackson Road)
Watauga County, North Carolina
Project Number: 110.095028 (DWQ Permit Fee: $200)
Dear Mr. Thomas;
The NC Department of Transportation is scheduled to grade, drain, base and pave SR 1351, Tom
Jackson Road in Watauga County. Total project length will be 1.2 miles. Due to right-of--way
limitations, the project will be gapped from station 49+00 - 59+59. Based on our right-of--way
agreements, the typical section within the gap from station 56+50 - 59+59 will be constructed but
not paved. The remainder of the gap will not be improved. The roadway will be widened from
16 feet to 20 feet with impervious surface area increasing by 0.59 acres. This project will require
the replacement of three wet pipes and U.11 acres of wetland fill as shown below:
Stream Impacts:

Station Number Existing
Structure Size Proposed Pipe
Size Riprap Impacts
feet Total Impacts at
this Station ft.
15+78 40'x 18" 45'x 18" 10 15
42+00 30'x 18" . 50'x 18" 10 30
56+20 40'x 18" 50'x 24" 10 20

Total Stream Im acts = 65 feet
P. O. Box 250, N. Wi~r:esaoRO, NC 28659
Pt{oNS [phone] Fax [phone]

Mr. John Thomas
.~
SR 1351 (Tom Jackson Road)
Page 2
January 11, 2007
Wetland Impacts:
Station Number Im act Area s uare feet

15+00 - 16+40 Rt. 418
14+65 - 16+09 Lt. 1419
18+87 - 21+75 Lt. 2734
55+93 - 58+23 (Lt. 418

Total Fill Im acts = 0.11 Acres
The replacement of the existing wet pipes will require temporary dewatering. An impervious
sandbag dike will be constructed approximately 20 feet upstream of the existing culverts to create
a small pool. Clean water will temporarily be pumped around the construction areas and will be
discharged downstream of the construction areas. Any dirty water located inside of the
construction areas will be pumped into a silt bag if necessary. Total dewatered area for all wet
pipes will be approximately 0.006 acres. Once the new pipes aze in place, the impervious dikes
will be removed and preconstruction streambed elevations will be restored.
The wet pipes in question carry different unnamed tributaries to Grassy Creek (Class: C +). This
project was reviewed for the presence of threatened and endangered species on December 19,
2006. This project will have no effect on any federally listed endangered plant or animal species.
The State Historic Preservation Office has reviewed this project and did not request any survey
work.
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 Carolina 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 forwarding seven (7) copies of this application package to John
Hennessy, 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.

,~-.~ Mr. John Thomas
SR 1351 (Tom Jackson Road)
Page 3
January 11, 2007
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
cc: John Thomas, US Army Corps of Engineers (1 additional copy)
Ron Linville, Western Piedmont Region Coordinator, NCWRC
John Hennessy, Division of Water Quality (7 copies)
Sue Homewood, Division of Water Quality
Mike Pettyjohn, PE, Division Engineer
Kipp Turner, PE, District Engineer
Kevin Whittington, County Maintenance Engineer
Heath Slaughter, Division Environmental Officer
Neil Trivette, Area Roadside Environmental Engineer

Office Use Only: Form Version April 2001
USACE Action ID No. DWQ No. ~~p ~ p n q d
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
I. Processing
Check all of the approval(s) requested for this project:
® Section 404 Permit
^ Section 10 Permit
® 401 Water Quality Certification
^ Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: NWP #14 & #33
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: [phone] Fax Number:~336) 667-4549
E-mail Address: hslaughter(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: hslau hg ter(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 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: SR 1351 Tom Jackson Road
2. Project Number (NCDOT Only): 11 C.095028
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Watauga Nearest Town: Todd
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): See attached SR map.
5. Site coordinates, if available (UTM or Lat/Long):
Wetlands near 16+00 DD: 36.27000 N 81.61424 V4'
Wetlands near 56+50 DD• 36.27766 N 81.61925 W
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Describe the existing land use or condition of the site at the time of this application:
Secondary Road
7. Property size (acres): Approximately 8.2 acres.
8. Nearest body of water (stream/river/sound/ocean/lake): UTs to Grassy Creek (Class: C +).
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 htt~//h2o.enr.state.nc.us/admin/maps/.)
Page 4 of 12

V
10. Describe the purpose of the proposed work: Grade, drain, base and ,pave SR 1351.
11. List the type of equipment to be used to construct the project: Trackhoe/backhoe, motor
grader and dump trucks
12. Describe the land use in the vicinity of this project: ResidentiaUFarm/Forest
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 StateslWaters 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 S 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***
15+75 (Rt.) Fill 0.0096 No 0 Ephemeral
15+25 (Lt.) Fill 0.0326 No 0 Ephemeral
20+00 (Lt.) Fill 0.0628 No 100 Ephemeral
56+00 (Lt.) Fill 0.0096 No 0 Ephemeral
* List each impact separately and identify temporary impacts. hnpacts include, but are nvt limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching~drainage, etc. For dams, separately list impacts due to both structure and flooding.
"* 100-Year tloodplains 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://vti~~w.fema.~~ov.
*** 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: 0.11 acres
Total area of wetland impact proposed: 0.11 acres
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. 15+78 Pipe replacement 5 feet UT #1 to Grassy Creek 1 foot Perennial
Station No. 42+00 Pipe replacement 20 feet UT #2 to Grassy Creek 1 foot Intermittent
Station No. 56+20 Pipe replacement 10 feet UT #3 to Grassy Creek l foot Perennial

* List each impact separately and identify tempvrary impacts. Impacts include, but are nut limited to culverts and asscx;iated 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. [f stream relocation is
proposed, plans and profiles showing the linear tiwtprint for buth the original and reluwted stre<uns 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
w~~w.us<s.r~ov. Several Internet sites also allow direct download and printing of USGS maps (e.g., ~~ww.toporonr cunt,
~~ww.uutpyucst.cont, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 35 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 lmpact'~ Area of
Impact
acres
Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
ba ,ocean, etc.
All wet pipes Riprap 0.0007 UTs to Grassy Creek Streams
All wet pipes Temporary Dewatering 0.006 UTs to Grassy 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 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
fmancial 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 drawin s adverse impacts to
streams in the area will be minimized. Since this is an existing roadway the stream impacts
cannot be avoided. However, the replacement pipe lensths will be the minimum needed to
safely construct the paved roadway. 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 aze 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/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
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 htt~://1~2o.enr.scace.nc.us/wrp/indes.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 (federaUstate/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 )?
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
Miti ation
1 3
2 1.5
Total
' "Lone 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.
N/A
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 b~pproximately 0.59 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 discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
N/A
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).
~~~ ~~~
~~
A~plicant/Agent's Signatur~ 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 OfGcc 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 Iialifax 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 OfGec 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: (910} 251-451 ] Columbus Moore Sampson
Fax: [phone] Cumberland New Hanover Scotland
Pitt
Tyrrell
Washington
W ayn e
Union
Watauga
Yancey
Wilson
Yadkin
*Croatan National Forest Only
Page 11 of 12

ICN ITN
GAP
N.
rz
1384
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SR 1351 TOM JACKSON ROAD
WATAUGA COUNTY
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Name: TODD Location: 036.2746364° N 081.6172501° W
Date: 1/12/2007
Scale: 1 inch equals 1176 feet
(C) 1998, Maptech,

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1) Wetlands located adjacent to station 15+50 (Lt.) on SR 1351, Watauga.
2) Wetlands located adjacent to station 15+50 (Rt.) on SR 1351, Watauga.
3) Wetlands located adjacent to station 56+00 (Lt.) on SR 1351, Watauga.
4) Pipe outlet at station 56+20.
5) Upstream view at station 56+20.
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WETLAND DATA FORM
(1987 COE Wetlands Delineation Manual)
Project/Site: SR 1351, Tom Jackson Road (wetland) Date: 2/14/05
Applicant/Owner: NC DOT County: Watauga
Investigator: Heath Slaughter State: NC
Yes No
Do normal circumstances exist on the site? ® ^ Community iD: Pasture
Is the site significantly disturbed? ^
(A typical situation)? Transit ID:
Is the area a potential problem area? ^ ® Plot ID:
(If needed, explain on reverse.)
VEGETATION
Dominant Plant Species Stratum
I.Juncus effusus Herb
2.Carex spp. Herb
3.Festuca spp. Herb
4.Alnus serrulatta. Shrub
5.
6.
7.
8.
Indicator Dominant Plant Species
FACW+ 9.
10.
11.
FACW+ 12.
13.
14.
15.
16.
Stratum Indicator
Percent of dominant species that are OBL, FACW or FAC (excluding FAC-): 100
Remarks:
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:
~L'etland Hydrolo T Indicators:
Primary Indicators:
® Inundated
® Saturated in Upper I2 Inches
® Water Marks
^ Drift Lines
^ Sediment Deposits
® Drainage Patterns in Wetlands
Seconda ry 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): Nikwasi loam
Taxonomy (Subgroup):
Profile Description:
Depth
(ins.) Horizon
0-]0 A
10-12 A
Matrix Color Mottle Colors Mottle
(Munsell Moist) (Munsell Moist) Abundance/Contrast
] 0 Y/R 4/2
10 Y/R 4/1
Texture, Concretions,
Structure etc.
loam
loam
Hydric Soil Indicators:
^ Histosol
^ Histic Epipedon
^ Sulfidic Odor
^ Aquic Moisture Regime
® Reducing Conditions
® Gleyed or Low-Chroma Colors
Drainage Class: Poorly drained
Field Observations
Confirm Mapped Type? Yes
^ 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:
Abundance of oxidized rizospheres
Wetland Determination
(circle yes or no)
Hydrophytic Vegetation Present?
Wetland Hydrology Present?
Hydric Soils Present?
Is This Sampling Point Within a Wetland`?
Rem arks:
Ycs No
® ^
® ^
® ^
® ^
W Ldata.frm

WETLAND DATA FORM
(1987 COE Wetlands Delineation Manual)
Project/Site: SR 1351, Tom Jackson Road (upland) Date: 2/14/05
ApplicanUOwner: NC DOT County: Watauga
Investigator: Heath Slaughter State: NC
Yes No
Do normal circumstances exist on the site? ® ^ Community 1D: Pasture
Is the site significantly disturbed? ^
(A typical situation)? Transit ID:
Is the area a potential problem area? ^ ® Plot ID:
(If needed, explain on reverse.)
VEGETATION
Dominant Plant Species
Stratum Indicator
Herb FACU
Dominant Plant Species
Stratum Indicator
1.Festuca spp.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
Percent of dominant species that are OBL, FACW or FAC (excluding FAC-): 0
Rem arks:
HYDROLOGY
^ Recorded Data (describe in remarks)
^ Stream, Lake or Tide Gauge
^ Aerial Photographs
^ Other
® No Recorded Data Available
Field Observations:
Depth of Surface Water: N/A (in.)
Depth to Free Water in Pit: > 12 (in.)
Depth to Saturated Soil: > 12 (in.)
Wetland Hydrology Indicators:
Primary Indicators:
^ Inundated
^ Saturated in Upper 12 Inches
^ Water Marks
^ Drift Lines
^ Sediment Deposits
^ Drainage Patterns in Wetlands
Seconda ry 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)
xem arks:
WLdata.frm

SOILS
Map Unit Name
(Series and Phase): Saunook loam
Taxonomy (Subgroup):
Drainage Class: Well drained
Field Observations
Confirm Mapped Type? Yes
Profile Description:
Depth Matrix Color Mottle Colors
(ins.) Horizon (Munsell Moist) (Munsell Moist)
0-12 A 10 Y/R 4/4
Mottle Texture, Concretions,
Abundance/Contrast Structure etc.
loam
Hydric Soil Indicators:
^ Histosol
^ Histic Epipedon
^ Sulfidic Odor
^ Aquic Moisture Regime
^ Reducing Conditions
^ Gleyed or Low-Chroma Colors
Remarks:
^ 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)
Wetland Determination
(circle yes or no)
Hydrophytic Vegetation Present?
Wetland Hydrology Present?
Hydric Soils Present?
Is This Sampling Point Within a Wetland?
Remarks:
Yes No

WLdata.frm

......Y;:f:7~al'<3.:t~7:f.:~~b!..,1~:14F.:J1:.3::i1:T:;F;±':/;` 7s ~ac1:~.a:wi.~.ww«w..s.....::.;;..::..'._.
_~
Project Name ~ ~~~, 10 -~-1~c~5an~oarr~ Nearest Road ~~-- ~ ~~ ~
County It-~~^-~ v . a~ Wetland Area "' ~ ` v acres Wetland Width ~~~ feet
Name of evaluator _ ~%a~~~%f~~, ~~~'; ~~ni nG Date ~~/ ~~S
Wetland Location
on pond or lake
on perennial stream
_ on intermittent stream
_ within interstream divide
other
Soil series /V - ~~5~ ~oavY1
predominantly organic -humus, muck,
or peat
predominantly mineral -non-sandy
predominantly sandy
Hydraulic factors
-steep topography
_ ditched or channelized
total wetland width z 100 feet
Adjacent land use
(within 1/2 mile upstream, upslope, or radius)
Dominant vegetation
forested/natural vegetation 70
agriculture, urban/suburban as
impervious surface ~-
(1) 1l~Y~CyS ?-Fk~1S~S
(2) ~ ~ n us ~~rr~ I at~',L
(3) ~~S~yCc~ ~jp,Q .
Flooding and wetness
semipermanently to permanently
flooded or inundated
T seasonally flooded or inundated
intermittanly flooded or temporary
surface water
no evidence of flooding or surface water
Wetland type (select one)*
_ Bottomland hardwood forest _ Pine savanna
_ Headwater forest Freshwater marsh
Swamp forest Bog/fen
_ Wet flat / Ephemeral wetland = r~~r
_ Pocosin Carolina Bay
Bog forest .~ Other h ~~ ~=
-___ *the rating system cannot be applied to salt or brackish marshes or stream channels
- - - - -----------
weight
R Water storage 3 x 4.00 =
A 3
Bank/Shoreline stabilization _ x 4.00 =
7' ,
Pollutant removal 7 * x 5.00 =

j
Wildlife habitat ~
x 2.00 = ,,

N
Aquatic life value 3
x 4.00 = ~ ,•~,
G Recreation/Education x 1.00 ~ _

Wetland
*Add 1 point if in sensitive watershed and >10% nonpoint disturbance within 1/2 mile upstream,
-- - -__u slo e, or radius ---------------~
~__1_ ------------------------------------------------------
------------------------------

PIPE INSTALLATION
Install erosion control devices. In streams, where necessary, rock silt
screens will be used and installed prior to pipe replacement or any
work being done to channel.
2. Remove material and existing pipe while limiting, as much as
possible, material and sediment from entering a stream and/or
escaping from project.
3. Prepare pipe foundation while again taking care to limit, as much as
possible, material and sediment from entering a stream and/or
escaping from project. Where possible, new grade will be below
existing stream bed. If needed, bedding material will be clean stone.
4. Place the new pipe and compact backfill.
~. Install slope protection on outlet and inlet ends of pipe. Also
complete installation of erosion control measures and perform
maintenance as needed on existing measure.
6. Establish permanent vegetation as soon as possible.
7. Remove rock silt screens as soon as possible after vegetation is
established. Prior to removal of rock silt screens any accumulated silt
must be removed.

GENERAL NOTES ON EROSION CONTROL
Silt Basin Type B's will be constructed to the dimension of nine feet by three
feet by two feet unless otherwise noted on the plans.
Where slope protection treatment is required, Section 876 and Section 1042 of
the 2002 Standard Specifications for Roads and Structures will be followed.
Any material obtained from the project must be clean before being placed.
Generally, the order of installation of the erosion control measures will be as
follows:
Temporary Silt Basins shall be installed before clearing and
grubbing begins.
Silt Fences and Temporary Silt Ditches shall be installed after
clearing and before grading.
Temporary Stone Ditch Checks shall be installed as soon as
ditchline is established.
Pipe Outlet and Inlet Protection will be done as soon as the pipe
is installed.
Seeding and other permanent erosion control measures are to be
implemented as soon as practical.

WATAUGA COUNTY SR 1351
TOM JACKSON ROAD
REVISED: 11 /2/2006
J I/111VIV
1+00 60' x 18" 30' x 18" NO
4+50 50' x 18" ADDITION NO
6+40 50' x 24" 30' x 18" NO
10+50 50' x 24" 30 'X 18" NO
15+78 45' x 18" 40' x 18" YES
22+70 50' x 18" 30' x 18" NO
36+55 50' x 24" 30' x 18" NO
42+00 50' x 18" 30' x 18" YES
42+25 50' x 18" 30' x 18" NO
X5+89'` ~ p,~g

58+89 ,~ ~ ~~ N9
67+45 50' x 24" 30' x 18" NO
SIZE
SEEP
1'

* REVISED= GAPPED SECTION

EC_SR1351_ CALC SHEET
B.O.P. E.O.P. FOOTAGE MILES
PROJECT: 00+00 71+55 7155.0 1.36
* fVO EMBANKMENT: CONSTRUCTION `'
SURVEY STATIONS: LT./RT. FEET
00+00 to 12+00 RT. 1200.0
40+00 to 45+00 LT. 500.0
47+00 to 49+00 LT. 200.0
00+00 to 00+00 0.0
00+00 to 00+00 0.0
00+00 to 00+00 0.0
49+00 to 59+59 LT 1059.0
Gap Secti on
49+00 to 59+59 RT 1059.0
11 /2/2006
4018.0 x 15 ft = 60270.0 /43560SF
= 1.38 ACRES NOT DISTURBED
E~IBANKM ENT>C~NSTRt1CT10N
PROJECT TOTAL AREA 7155.0 x 30 ft = 214650.0 /43560 SF
4.93 ACRES
*MINUS NO EMBANKMENT AREA - 1.38 ACRES NOT DISTURBED
TOTAL DISTURBED AREA = 3.55 ACRES DISTURBED
ACRES X 'REQ STORAGE / BASIN SI,~E '' _ # BASINS
3.55 x 1800 cu. ft. 6390.0 54 cu. ft. 118
TOTAL STORAGE REQUIRED 6390.0 cu.ft.
or 118.3 9x3x2 BASINS
TOTAL STORAGE ON PLANS 6426.0 cu.ft.
or 74 9x3x2 Temp. Silt Basin, Type-B
30 9x3x3 Temp. Silt Basin, Type-B
1 of 1

sr1351_Wetlandimpact
B.O.P. E.O.P. FOOTAGE MILES
PROJECT: -66*00 --7'f+55 -155.0 1.36
* N/ETLAND IMPACT

ARE CT
1 15+00 to 16+40 RT. 418.1 SF
2 14+65 to 16+09 LT. 1419.3 SF
3 18+g7 to 21+75 LT. 2734.2 SF
4 55+93 to 58+23 LT. 418.3
00+00 to 00+00 0.0
00+00 to 00+00 0.0
00+00 to 00+00 0.0
00+00 to 00+00 0.0
4989.9 SF
1 /4/2C
0.11 ACRES

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PROJECT: 1IC095028 fR/W1
fCONSTJ I I CENTER UNE
ROADr SR /35/ TOY JACKSON RQ PROPOSED Riw
COUNTYi WATAt/6A NEW EDGE PAVEMENT

TYPE: wET PIPE SURVEY STa 15+78 - - - - EXISTING EDGE ROADWAY
SCALE: r - ~ SHEET 2 OF 3 DaTE: 5-5-04 ~ NEW P/PE
STREAM NAME: UNNAMED TRIBUTARY TO GRASSY CREEK ~ ~ EXISTING PIPE
RATING: C+
SEEP
STA.15+78 '
wEt~arO

l '
L-------~---- ---______-'
~ ~
------ --------------------- --------------- ------------------- --
1
EXISTING PIPE SIZE: 40' x l8'
NEW PIPE SIZE: 45' x 18' PIPE TO BE LAID ON A 90°SKEW WITH
---------- -------- -------- ------ 2.5% FALL

6' --
9' -------
9' - --------
6• ---------
I
----------
--------
--------
---
----- ------- - -------- ---------
I
NOTE: TEMPORARY EROSION CONTROL DEVICES NOT SHOWN.
w~~' DATE: 5-5-04
CONDUCTED BY: HR. AJ
ORAWN BYt JOSH II/NTON
...~~rc~ s5~ cwt i rirtut i Ai~.agn u5/u6/U4 utf:41:4~3 AM

IICD95028 fR/WJ
PROJECTr
fCQNSTI ~ ~ CENTER UNE
ROADr SR 1351 TOY JACKSON RQ PROPOSED Riw
COUNTY: wATAUGa NEW EDGE P~/EAIENT
T)'PEr WET PIPE SURVEY STA 56120 - - - - ExiSTrNC EDGE ROAANAY
SCALE: r - ~ SHEET 3 OE 3 DATE: 5-5-04 r~ NEw PIPE
STREAM NAME: UNNAMED TRIBUTARY TO GRASSY CREEK ~ ~ EXISTING PIPE
RATING: C+
6'STREAM
ST A 56+20
t

~
------ -------------
---------------------- Q
------------------- --
1
EXISTING PIPE SIZE: 40' x l8'
NEW PIPE SIZE: 50' x 24' PIPE TO BE LAID ON A 90° SKEW WITH 5% FALL
6' 9' 9' 6'
I
1

~/~EY DATE: 5-5-04
NOTE: TEMPORARY EROSION CONTROL DEVICES NOT SHOWN.
CONDUCTED BY: HR.AJ
DRAIVN BYt JOSH Y/NTQN
\SR13511WETPIPEDETAIL.dgn 05/06/04 08:41:15 AM

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