20011884 Ver 1_Complete File_20011227

Michael F. Easley, Governor
W T?9 William G. Ross Jr., Secretary
\©? Q? North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
f Division of Water Quality
DWQ Project No.: O County: C?
Applicant: NCDOT
Project Name: U K
Date of Issuance of 401 Water Quality Cert' lcati n:
Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer
Rules, and any subsequent modifications, the applicant is required to return this certificate to the
401 /Wetlands Unit, North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC,
27699-1650. This form may be returned to DWQ by the applicant, the applicant's authorized agent, or the
project engineer. It is not necessary to send certificates from all of these.
Applicant's Certification
I, Joel B. Setzer, P.E., hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within substantial
compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and
specifications, and o r support' g materials. 9/ l
Signature: Date:
Agent's Certif ation
1, , hereby state that, to the best of my.abilities, due care and
diligence was used in the observation of the construction such that the construction was observed to be
built within substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the
approved plans and specifications, and other supporting materials.
Signature: Date:
If this project was designed by a Certified Professional
I, , as a duly registered Professional (i.e.,
Engineer, Landscape Architect, Surveyor, etc.) in the State of North Carolina, having been authorized to
observe (periodically, weekly, full time) the construction of the project, for the Permitee hereby state that,
to the best of my abilities, due care and diligence was used in the observation of the construction such that
the construction was observed to be built within substantial compliance and intent of the 401 Water
Quality Certification and Buffer Rules, the approved plans and specifications, and other supporting
materials.
Signature
Registration No.
Date:

North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax), hftp://h2o.enr.state.nc.us/ncwetlands/
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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
February 4, 2002
North Carolina Department of Environmental & Natural Resources
Division of Water Quality - 401 Wetlands Certification Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
ATT: John Dorney
RE: 401 Water Quality Certification
SR 1170, Thumping Creek Road
DWQ Project No. 01 1884
Dear Mr. Dorney:
LYNDO TIPPETT
SECRETARY

Tlic following is an "explanation of why construction was performed in waters of the state without
it 401 Water Quality Certification. And how NCDOT will prevent this type of work from occurring in the
future...
The work occurred due to a miscommunication/lack of communication between the county
supervisor, the construction foreman, and myself. In order to prevent this from happening again, I have
stressed the vital importance of not working in any streams or tributaries without first obtaining the proper
permits. If there is any doubt as to whether a permit is required or whether a permit has been obtained, the
county supervisor is to ask me, and make sure of the situation prim to performing any work.
Please give me a call should you have further questions regarding this matter.
Sincerely,
J. Ralph Canna y, PE
County Maintenance Engineer
JRC/phh
Copy: Brian Burch, PE, District Engineer
"ferry Woody, Clay County Supervisor
Mark Davis, Environmental Officer
Andrews District Office
Phone: [phone] P. O. Box 1551, Andrews, N. C. 28901 Fax: [phone]
? WATF Michael F. Easley, Governor
\U ROG William G. Ross Jr., Secretary
0tNorth Carolina Department of Environment and Natural Resources
C? Gregory J. Thorpe, Ph.D.
j y Acting Director
O .? Division of Water Quality
.January 23, 2002
Clay County
DWQ Project No. 011884
SR 1170 (Thumping Creek Road)
APPROVAL of 401 Water Quality Certification with Additional Conditions
Mr. R.G. Watson, P.E., Division Engineer
NCDOT Division 14
P.O. Drawer 37
Sylva, NC 28779
Dear Mr. Watson:
You have our approval, in accordance with the attached conditions and those listed below, to impact
83 linear feet of unnamed tributaries to Thumping Creek in order to upgrade SR 1170 (Thumping
Creek Road) in Clay County. The project should be constructed in accordance with your after-the-
fact application dated December 10, 2001 (received December 27, 2001). After reviewing your
application, we have decided that this fill is covered by General Water Quality Certification No. 3289
corresponding to the U.S. Army Corps of Engineers Nationwide Permit Number 14. In addition, you
should acquire any other federal, state or local permits before you proceed with your project including
(but not limited to) Sediment and Erosion Control, Non-Discharge and Water Supply Watershed
regulations. This approval will expire with the accompanying 404 permit unless otherwise specified
in the Water Quality Certification.
This approval is only valid for the purpose and design that you described in your application except as
modified below. If you change your project, you must notify us, in writing, and send us a new
application. If the property is -.61d, the new owner must be given a copy of this Certification and
approval letter and is thereby responsible for complying with all conditions. If total wetland fills for
this project (now or in the future) exceed one acre or stream impacts exceed 150 linear feet,
compensatory mitigation may be required as described in 15A NCAC 2H.0506 (h) (6) and (7). For
this approval to be valid, you must follow the conditions listed in the attached certification and any
additional conditions lisied below. ,._
Ll- 4 1ya .,1
as performed in Waters of
1. The NCDOT shall provide a written explanation of why construction 'w
the State without obtaining a §401 Water Quality Certification, and how NCDOT will prevent
this type of work from occurring in the future,? ?.
2. In-stream work and land disturbance within the 25-foot wide buffer zone are prohibited dunng the
trout spawning season of October 15 through April 15, or as determined; by the North Carolina
Wildlife Resources Commission, to protect the egg and f6 stages of trout from sedimentation
during the remaainder of any construction on this protect ,„
3. Stormwater should be directed to buffer areas or retention basins and should not be routed
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v . .a.. .: .L I Y1./ W •4,•• X ..4 .aY??yyppA??p'•?pwpF?irr+xw?.r,. 11
.iiii tly'to streams. n- sp! NF ! 1'7mi'SJ. pY r if T
4. Temporary or permanent herbaceous vegetation shall be planted on all bare soil within 15 days of
ground-disturbing activities to provide longterm erosion control.
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax), httpJ/h2o.enr.state.nc.us/ncwetlands/
5. All culverts required for this project shall be installed in such a manner that the original stream
profiles are not altered (i.e. the depth of the channel must not be reduced by a widening of the
streambed). Existing stream dimensions are to be maintained above and below locations of the
culvert. The culverts shall be installed one foot below the stream to allow for fish and other
wildlife movement. Any culverts not meeting these specifications shall be removed and
reinstalled properly.
6. All work shall be performed during low flow conditions.
7. All mechanized equipment operated near surface waters must be regularly inspected and
maintained to prevent contamination of stream waters from fuels, lubricants, hydraulic fluids, or
other toxic materials.
8. The presence of equipment in the channels must be minimized. Under no circumstances must
rock, sand or other materials be dredged from the wetted stream channel under authorization of
this permit, except in the immediate vicinity of the culverts.
9. Existing vegetated buffers shall not be mowed in order to utilize it for storm water sheet flow.
10. Use of rip-rap for bank stabilization is to be minimized; rather, native vegetation is to be planted
when practical. If necessary, rip-rap must be limited to the stream bank below the high water
mark, and vegetation must be used for stabilization above high water.
11. Rock silt screens at culvert outlets shall be removed at project completion.
Upon completion of the project, the NCDOT shall complete and return the enclosed
"Certificate of Completion" form to notify NCDWQ when all work included in the §401
Certification has been completed. The responsible party shall complete the attached form
and return it to the 401/Wetlands Unit of the NC Division of Water Quality upon
completion of the project.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory
hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing,
send a written petition that conforms to Chapter 150B. of the North Carolina General Statutes to the
Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This
certification and its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean
Water Act. If you have any questions, please telephone Ms. Cynthia Van Der Wiele at 919.733.5715
or Mr. Mike Parker of the Asheville Regional Office at 828.251.6208.
Sincerely,
A
g o rowrph.i ,t . , r.
.
t g irector
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o 1ieridrix, USACE Asheville Field 6ffice`t2,?#i'rta'? z'' { fi '
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Goins, P.E.; Chief Engineer
-'Danny Smith, NCDWQ Central'Office ? ? ? rt t3.. ' =?v ,it y ` ? li'rf3"
Mike Parker, NCDWQ"Asheville'Regional O ice
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IVlaik Davis, Division 14 EnviroNmerital'Officer
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MEMORANDUM
TO: John Dorney Regional Contact: Michael R. Parker
Non-Discharge Branch WO Supervisor: Forrest Westall
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name NCDOT - SR 1170
Project Number 01 1884
Recvd From DOT
Received Date 12/27/01 Recvd By Region
Project Type
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req. ME
14 I - O YO N F-F 1-5-6-3 TR 40,501. 71.00 12.00
JOY ZS
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? O Y *N Did you request more Info? O Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? O Y O N
Is Mitigation required? O Y O N Recommendation: O Issue 0 Issue/fond O Deny
Provided by Region: Latitude (ddmmss) 350126 Longitude (ddmmss) 833822
Comments:
Looked at project on 01 /11/02 with Mark Davis, Div. 14, Env. Officer. Three culverts were installed
without 401 Certification. Construction appears to be adequate with the culverts bedded and
installed properly.
Recommend issuance of 401 for after the fact and installitabon of two more culverts.
These are classified as C-trout waters. Recommend using standard conditions for road construction
in trout waters. Also, it is recommended as conditions of the 401 Certification that DOT provide an
exnlaination as to why the culverts were installed without a 401 Certification and how will DOT
prevent this type of work from happening again.
County CLAY
County2
Region Asheville
cc: Regional Office
Central Office Page Number 1
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STATE OF NORTII CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
December 10, 2001
Mr. John W. Hendrix, NCDOT Regulatory Project Manager
US Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, NC 28801-5008
Subject: Nationwide 14 After-the-Fact Permit Application
SR 1170 - Thumping Creek Road
Clay County
Dear Mr. Hendrix,
LYNDO TIPPETT
SECRETARY
011864
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DEC 11 C {J'
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.DIS7IjIC7, I1I
The North Carolina Department of Transportation (NCDOT) is applying for a
Nationwide 14 After-the-Fact permit to complete the grading, draining, and paving of SR 1170
(Thumping Creek Road) in Clay County. Thumping Creek Road is a loop road off of SR 1 169
(Eagle Pork Road) totaling 9300 linear feet of which NCDOT had obtained right-of-way for
about 4000 linear feet on the southeast end.. The original scope of this project did not require any
federal or state permits since no jurisdictional areas were involved. However, once constriction
began on the project additional right-of-way was granted by the abstaining landowners to
complete the entire road. Due to a misunderstanding between the county maintenance' engineer
and the construction foreman, pipes were replaced/extended in three unnamed tributaries
(Stations 33+65, 37+52, and 54+25) to Thumping Creek (DEM Class C Tr) without
authorization. NCDOT is requesting authorization under Section 404 of the Clean Water Act for
the three unauthorized pipe replacements plus two additional pipe replacements at Stations
13+50 and 25+65, respectively.
An onsite investigation was conducted on December 5, 2001 with Mr. John Hendrix of
the US Army Corps of Engineers and Mr. Owen Anderson of the NC Wildlife Resources
Commission (NCWRC) to assess potential impacts to downstream aquatic resources. All
culverts appeared to be installed at adequate depth to allow for the accumulation of natural
stream bottom materials inside the culverts and provide passage for aquatic organisms. Fish
habitat is limited in all the subject tributaries due to their small size, low flows, and livestock r _1 J"
All erosion control measures were in lace and appeared to be functioning grazing. p properly. r TI
_ A
All unauthorized work appeared to be compliant with the applicable nationwide regulations and - r
should have caused minimal adverse impact to the aquatic environment. - 1
Division Office, Post Offi eltDrawer, 37,'?Syyvn; No'rth?C?tdlinaw2877 4?? ; , kr+
586-2141 wvvw.do}f:dot;stete nd.ns r"?"? ? i?, Fa 828.06' 4643 ., , „9 ?
SR 1170 Page 2 December 10, 2001
I am sending a straight-line diagram with our erosion control and construction limits at
various sites along this project. In addition, a typical section of the road, drawings for the pipe
replacement/extensions, general notes and standards on erosion control measures, and a marked
County Map are enclosed. The culverts will be (were) installed below the existing stream bed
elevation to minimize impacts to aquatic habitats and allow the existing stream gradient to
remain as unchanged as physically possible.
Best management practices will be (were) used to minimize and control sedimentation
and erosion on this project. The construction foreman will review all erosion control measures
daily to ensure sedimentation and erosion is being effectively controlled. If the planned devices
are not functioning as intended, they will be replaced immediately with better devices. Silt
fences and other erosion control devices will be in place prior to pipe construction and will
remain in place until the project is stabilized.
By copy of this letter I am asking Mr. Owen Anderson, Mountain Region Coordinator, of
the NCWRC to comment directly to the Corps concerning the permit request.
By copy of this letter, I am requesting authorization to proceed under Section 401 of the
Clean Water Act from the NC DENR, Division of Water Quality, 401/Wetland Unit. In addition,
I am asking Mr. Anderson and Mr. Ed Ingle, Area Roadside Environmental Field Operations
Engineer, to comment directly to me concerning this permit request.
We apologize for the events, which occurred during the construction of this project. It is
neither NCDOT policy nor their intention to work in jurisdictional areas without proper
authorization and/or concurrence from the various resource agencies. If you have any questions
or need additional information, please contact me at [phone] or Mr. Ralph Cannady at
[phone].
Enclosures
Sincerely,
Mark S. Davis
Division Environmental Officer
cc: Mr. R. G. Watson, P. E., Division Engineer
Mr. Jay Swain, I'. E., Division Maintenance L'nginccr
Mr. Brian Burch, P. E., District Engineer
Mr. Ralph Cannady, P. E., County Maintenance Engineer
Mr. E. L. Ingle, Area Roadside Environmental Field Operations Engineer
Mr. Owen Anderson, Mountain Region Coordinator, NCWRC
Mr. Jolui Dorr?ey, 401 Wetlands Certification Unit, NCDWQ-DENR (7 copies)

NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION
DIVISION 14 DISTRICT III
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Pre-Construction Notification (PCN) Application Form
For Section 404 and/or Section 10 Nationwide, Regional and
General Permits, Section 401 General Water Quality Certifications,
and Riparian Buffer and Watershed Buffer Rules
Prepared by: Ralph Cannady, PE
Pagel of 9
Office Use Only: Form Version October 2001
USACE Action ID No. DWQ No. 0 4
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
1. Processing
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
14
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ? N/A
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ? N/A
II. Applicant Information
1. Owner/Applicant Information
Name: North Carolina Department of 'T'ransportation (NCDOT)
Mailing Address: PO Box 1551
Andrews, NC 28901
Telephone Number: 828.321.4105 Fax Number: 828.321.3228
E-mail Address: rcannad g (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: J. Ralph Cannady. 1113
Company Affiliation: County Maintenance Engineer
Mailing Address: same as above
Telephone Number: Fax Number:
E-mail Address:
Page 2 of 9
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: Thumping-Creek Road Sit 1 170
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN):
N/A
4. Location
County: Clay Nearest Town: Hayesville
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): from US 64 west take a left onto
Vineyard Rd. (SR 1168), o .16 miles and then leli on Old US 64 (SR 1353),x;0 .50 miles the
Then left onto Eagle Fork U. (SR 1169) 1.10 miles to Thumpin Creek on the lett
5. Site coordinates, if available (UTM or Lat/Long): 35-01-26 / 83-38-22
(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:
forest, pasture, light residential
7. Property size (acres):
8. Nearest body of water (stream/river/sound/ocean/lake):--Thumping Creek - Class _C Trout
9. River Basin: Fhwasee
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at littp:Hli2o.enr.state_nc.us/admin/mats/.)
Page 3 of 9
10. Describe the purpose of the proposed work: Construct road to current NCDOT secondary
road standards
11. List the type of equipment to be used to construct the project: trackhoe, bukhoe, dozer
loader, grader, dump trucks
12. Describe the land use in the vicinity of this project: i'orest, pasture residential
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
N/A
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application:
N/A
Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 4 of 9
1. Wetland Impacts No 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***

* r.?,e t ,..-
,,,,Fa%t xpzuatety and identify temporary impacts. impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both stnteture 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 http://www.1;2nii.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property:
Total area of wetland impact proposed:
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
indicate on ma
Type of Impact* Length of
Impact
(linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
( leasespecify)
Site #I culvert 12 ft. ext UT to Thumping Creek 1.5 ft I
Site #2 culvcrt 20 ff. cxt. UT to Thumping Creek 1.5 ft P
Site #3 culvert 20 fl. ext UT to Thumping Creek 1.5 ft P
Site #4 culvert 10 fl. ext. UT to Thumping Creek 2.0 ft P
Site #S culvert 21 fl, cxl. UT to Thumping Crcck 2.0 ft P

--•?•m?u?•• ....I.a..i -i-a,uy anu tucntily temporary impacts. Impacis include, but are not limited to: culverts and associated rip-rap,
das (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear limtprint liar 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.tisas.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.nia x uest_cont, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 83 linear feet
Page 5 of 9
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S. No open water impacts
Open Water Impact

Site Number
indicate on ma

Type of Impact* Area of

Impact
acres
Name of Waterbody
(if applicable) Type of Waterbody

(lake, pond, estuary, sound,
bay, ocean, etc.

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: till, 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.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Erosion and siltation control measures and BMP's will be used during construction to avoid
environmental impacts
VIII. Mitigation N/A
DWQ - In accordance with 15A NCAC 214 .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Page 6 of 9

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/strmgide.htmi.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
N/A
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 http://h2o.enr.state. nc.ns/wrphiidex.htin. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information: N/A
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 7 of 9

IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ® No ?
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No El If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 3
2 1.5
Total
* Zone I extends out 30 legit perpendicular from near bank of cttannei; Gone [ extends an
additional 20 feet from the edge of Zone 1.
Page 8 of 9
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
XI. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
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.
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ® No ?
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Applicant/Agent's Signat?e J Date
(Agent's signature is vali ly if an authoriz n letter from the applicant is provided.)
Page 9 of 9

Y --'103 r v ` - ?Sitc #
37+52
• Site #3
33+G5
1V1 ite #2 J / T? eek ! _
25+65
o ?J fi4 I ?-/ _ Site#5?
13+50 54 2 5
i
creek I 3+00
?l? III 1 0 . I o. ?'` •
3
Thumping Creek Road, SR 1170
Clay County
Shooting Creek Quadrangle
Site #1, sta. 13+50, replace existing 33 ft. - 24"CMP with 45 ft. - 36"CMP
Site #2, sta. 25+65, replace existing 30 ft. - 24"CMP with 50 ft. - 24"CMP
Site #3, sta. 33+65, replaced existing 40 ft. - 18"CMP with 60 ft. - 24"CMP
Site #4, sta. 37+52, extended existing 35 ft. - 30"CMP with 10 ft. - 36"CMP
Site #5, sta.54+25, replaced existing 20 ft. - 18"CMP with 41 ft. - 24"CMP
SITE #1
.

.
CHECK DAMS
SPACED AS
REQUIRED .

SILT BASIN ®
TYPE B
12'x3'x2'

EXT.
A

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CHECK DAMS
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REQUIRED
NEW
&
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SILT BASIN ?TEMPORARY SILT FENCE
TYPE B OCK BURM
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ROCK SILT SCREEN
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CHECK DAMS
SPACED AS ® TEMPORARY SILT FENCE
REQUIRED 4-
? & ROCK BURM

- - - - - - - - - - - - - - - -

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1
SITE #3
NEW
CHECK DAMS &
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TYPE B
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CHECK DAMS ® ?60,
SPACED AS Cam,
REQUIRED
DRIVE ``?
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CHECK DAMS
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& ROCK BURM

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- - - - - - - - - - -

-
SITE #4 STA. 37+52
NEW
OLD
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'G • I
CHECK DAMS
SPACED AS
REQUIRED
CHECK DAMS
SILT BASIN SPACED AS
TYPE B REQUIRED
121x31x2/ l / •
T. 50 -`C SILT BASIN
/ TYPE B
121x31x2t
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f
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BURM ROCK BURM
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SITE #5

®

CHECK DAMS .
SPACED AS
REQUIRED

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EXT• 41,

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CHECK DAMS ®
SPACED AS
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NEW
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i

/

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NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION
DIVISION 14 DISTRICT III
'?ti• I
d
OF Tt
STORMWATER MANAGEMENT
EROSION & SILTATION
CONTROL PLAN
THUMPING CREEK ROAD, SR 1170
CLAY COUNTY
PREPARED BY: ANDREWS DISTRICT OFFICE
CONTACT: RALPH CANNADY, PE
828.321.4105
LOCATION MAP
THUMPING CREEK ROAD
State Road Number: SR 1170
County: CLAY

NOTE : _ _
, IV' REDUCE R/N FROH
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REDUCE to 18' RT.
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CLARENCE WOODY
685 THUMPING CREEK ROAD
HAYESVILLE, N.C. 28904
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MARIETTA, CA. 30062
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IIAYESVILLE,.N.C. 28904
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1?
DESCRIPTION
SYMBOL
EXISTING FENCE:
PROPOSED ROAD. -?-
EXISTING ROAD:
RAILROAD:
CONTROL OF ACCESS LINE-----__._
SLOPE STAKE LINE:
BRIDGE:
CONCRETE CULVERT:
CMP PIPE CULVERT -?
WOODS:
TELEPHONE OR TELEGRAPH POLE
TOWER POLE LINE
POWER POLE:
EASEMENT LINE:
GUARD RAIL:
---------------- - --?-
-------------
- - ---------- ----------
--------_-- _ '---_'........
-------------------
--------------
r ? r
---------------- - - - - - - - -
=7 -77
------- OR
-? EXISTING_ _ PROPOSED: -p.
EXISTING: _ - PROPOSED _ - _a. - ' - _ _ . _ -
------------------------------
--------
SANITARYSEWERLINE: -?- S.S. --------------------
-
LINE: --------------- S.S. ------?
GAS LINE: - ' - • - - - ! - --'
BRUSH BARRIER ------ - ------------------------
EXISTING CHANNEL _ - . _ . - - -
-------------
PROPOSED CHANNEL CHANGE: _ --??
FIBER GLASS ROVING: -?- ---------- ----•_----------------
F G R
•-----------._ -_------------
-- -- •. v ?? v 1..? v v -a, - JL JCZ. V f-J
STD. NO. DESCRIPTION: SYMBOL: PAGE NO.
245.03 TEMPORARY SILT DITCH TSD
VI-2
245.05 TEMPORARY DIVERSION -?
TD VI - 4
TEMPORARY EROSION CONTROL SYMBOLS
TEMPORARY STONE DITCH CHECK
ROCK SILT CHECK DAM
SILT BASIN--- TYPE - B
TEMPORARY SLOPE DRAIN
TEMPORARY SILT DITCH
EARTH EMBANKMENT
SILT FENOV
TEMPORARY STREAM CROSSING
FIBER GLA15S ROVING

T S D
? J
-? f.t
- - - - .... - - - v - - - v --- - -... - ^ %--- -AL--f
DL T.?3.1'L6 ? 6PL CeS.

STD. NO. DESCRIPTION: SYMBOL: PAGE NO.

245.03 TEMPORARY SILT DITCH TSD VI - 2
245.05 TEMPORARY DIVERSION -? TD -)0-- ! VI - 4
893.01 TEMPORARY SILT FENCE -? --- VI - 6
890.05 TEMP. SLOPE DRAIN
WITH EARTH BERM ?- ?-
T VI*- 8

245.01 SILT BASIN - TYPE (A) -CJ
VI-10
245.02 SILT BASIN - TYPE ( B ) j VI - 12
892.04 TEMP. ROCK SILT CHECK
TYPE (A) VI-14
ES5.10 TEMP. ROCK SILT CHECK
TYPE(S) )III.- VI-16
E92.01 TEMP. ROCK SEDIMENT DAM
TYPE (A) El -? VI-18
E92.02 TEMP. FOCK SEDIMENT DAti
TYPE ( E) I VI - 20
E97.01 ROCK PIPE INLET PROTECTION VI,- 22
894.01 ROCK SILT SCREEN VI - 24
245.04 STILLING BASIN _ VI - 26
' ROCK INLET PROTECTION
896.01 TYPE (A) (A) t :
R(A) VI-30
:
896.02 TYPE(B) (B).R(B) i. VI=32
- 696.03 TYPE (C) - (C) OR (C) VI-34 . ,:
EXISTING FENCE: --- _____
PROPOSED ROAD:------------ - EXISTING ROAD: _--
RAILROAD:-- ' ----
CONTROL OF ACCESS LINE ------ y
SLOPE STAKE 0=A ----
BRIDGE: - _-_-
CULVERT: _
WOODS:- --- •• Q q I ?A?
.. ?? OR
-- ? 'mac-tia
TELEPHONE OR TELEGRAPH POLE: EXISTING: -?- PROPOSED:' -,a-
TOWER-POLE LINE: ---________ -- - -- - ¦ - - - _ _
POWER POLE:- EXISTING:' b PROPOSED:
EASEMINT LINE:-------------- ---------- I; ?J?' \,r. __
MOWING LIMIT:--- ----------* -------- ,•
GUARD RAIL: ------------------ ?' -?`? - r ` -
SANITARY SEWER LINE: -------- -----_________ -? ss ss
WATER
GAS LINE: ---- --------- o -- GAS
.CHAIN LINK FENCE:- ------ proposed."- exlstino:'-l---lJ
WOVEN WIRE FENCE: ------ proposed: existi
REGENERATION: ---___---
REFORESTATION: -----____-_-__-__
TEMPORARY SILT DITCH:--- =------ TSD - TcD ---
TEMPORARY SILT FENCE: ___ -III I -III III--
TEMPORARY SLOPE DRAIN: -w _7
BRUSH BARRIER:
SILT CHECK DAM; TYPE A: q
SILT CHECK DAM- TYPE B:
SIIT,;BASIN k;TYP?E A _
?•?'N,???• I?L ? AI??????1?' ; 1 ?K?'r` ? s •• ?. ~` a?.y?i? 4 T•?- •? i -i , - ` , ..
``;SlLT;BASIN TYPE S : _ 'JJJJl .
--
. •:?ROCK SSILT„CHECK bAM:'? :.:: , ; . ..: .??.'?:?_ •? ? ;.:` :.;,:?•:... ?. -l?'?€? . - ... .
_EARTH BERM: , ' 1`?? .Mar -. _ . i"'?• ? of^M 1 `a..fi ; 1 y - / { •f ;?.
TEMP STONE DITCH CHECK: °?`" '
d ,A STAij u
?1r`1
STATE, of NORTi-i CAROLINA
DEPARTMENT Or TRANSPORTATION
MICHAEL F. EASLEY LYNDO TIPPETT
GOVERNOR SECRETARY
December 10, 2001
Mr. John W. Hendrix, NCDOT Regulatory Project Manager
US Army Corps of Engineers ?% i
151 Patton Avenue Room 208
Asheville, NC 28801-5008
Subject: Nationwide 14 After-the-Fact Permit Application DEC 11 ?nnt
SR 1170 - Thumping Creek Road
Clay County ?rSTj??7, ??r
Dear Mr. Hendrix, FILE COPY'
The North Carolina Department of Transportation (NCDOT) is applying for a
Nationwide 14 After-the-Fact permit to complete the grading, draining, and paving of SR 1170
(Thumping Creek Road) in Clay County. Thumping Creek Road is a loop road off of SR 1 169
(Eagle Fork Road) totaling 9300 linear feet of which NCDOT had obtained right-of-way for
about 4000 linear feet on the southeast cnd.. The original scope of this project did not require any
federal or state permits since no jurisdictional areas were involved. However, once construction
began on the project additional right-of-way was granted by the abstaining landowners to
complete the entire road. Due to a misunderstanding between the county maintenance engineer
and the constriction foreman, pipes were replaced/extended in three unnamed tributaries
(Stations 33+65, 37+52, and 54+25) to Thumping Creek (DEM Class C Tr) without
authorization. NCDOT is requesting authorization under Section 404 of the Clean Water Act for
the three unauthorized pipe replacements plus two additional pipe replacements at Stations
13+50 and 25+65, respectively.
An onsite investigation was conducted on December 5, 2001 with Mr. John Hendrix of
the US Army Corps of Engineers and Mr. Owen Anderson of the NC Wildlife Resources
Commission (NCWRC) to assess potential impacts to downstream aquatic resources. All
culverts appeared to he installed at adequate depth to allow for the accumulation of natural
stream bottom materials inside the culverts and provide passage for aquatic organisms. Fish
habitat is limited in all the subject tributaries due to their small size, low flows, and livestock
grazing. All erosion control measures were in place and appeared to be functioning properly.
All unauthorized work appeared to be compliant with the applicable nationwide regulations and
should have caused minimal adverse impact to the aquatic environment.
31

bt Fourteen6;DNision Office, Nit Office ;Drawer, 37, Sy1vn,??North C9rbIii11i 28779 ? ,ty r ar° M1
f 7.
Tel pione.??828'-58'6-2141" ?t? v?nvw doh:dokstate:nc`us? ??`z1t? FaX y828 586043 ',.,°` ,
SR 1170 Page 2 December 10, 2001
I am sending a straight-line diagram with our erosion control and construction limits at
various sites along this project. In addition, a typical section of the road, drawings for the pipe
replacement/extensions, general notes and standards on erosion control measures, and a marked
County Map are enclosed. The culverts will be (were) installed below the existing stream bed
elevation to minimize impacts to aquatic habitats and allow the existing stream gradient to
remain as unchanged as physically possible.
Best management practices will be (were) used to minimize and control sedimentation
and erosion on this project. The construction foreman will review all erosion control measures
daily to ensure sedimentation and erosion is being effectively controlled. If the planned devices
are not functioning as intended, thc? wAlloboreplaccd immediately with better devices. Silt
fences and other erosion control devices will be in place prior to pipe construction and will
re?nain in place until the project is stabilized.
By copy of this letter I am asking Mr. Owen Anderson, Mountain Region Coordinator, of
the NCWRC to comment directly to the Corps concerning the permit ?-cquest.
By copy of this letter, I am relit-ctting, autl)o ,zation to proceed under Section 401 of the
Clean Water Act from the NC DENR, Division of Water Quality, 40l/Wetland Unit. In addition,
I am asking Mr. Anderson and Mr. Ed Ingle, Area Roadside Environmental Field Operations
Engineer, to comment directly to me concerning this permit request.
We apologize for the events, which occurred during the construction of this project. It is
neither NCDOT policy nor their intention to work in jurisdictional areas without proper
authorization and/or concurrence from the various resource agencies. If you have any questions
or need additional information, please contact me at [phone] or Mr. Ralph Cannady at
[phone].
Enclosures
Sincerely,
Mark S. Davis
Division Envirommcntal Officer
cc: Mr. R. G. Watson, P. E., Division Engineer
Mr. Jay Swain, P. E., Division Maintcnance Enginccr
Mr. Brian Burch, 13. E., District Enginccr
Mr. Ralph Camiady, P. E., County Maintenance Engineer
Mr. E. L. Ingle, Area Roadside Environmental Field Operations Engineer
Mr. Owen Anderson, Mountain Region Coordinator, NCWRC
Mr. John Dorney, 401 Wetlands Certification Unit, NCDWQ-DENR (7 copies)
NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION
DIVISION 14 DISTRICT III
.- Sion 71! 6 '.y
bIo ' if ?0ri'T

0
Of
V_?*
?O? W A TF?Q
?O G
c
>
O C
Pre-Construction Notification (PCN) Application Form
For Section 404 and/or Section 10 Nationwide, Regional and
General Permits, Section 401 General Water Quality Certifications,
and Riparian Buffer and Watershed Buffer Rules
Prepared by: Ralph Cannady, PE
Pagel of 9
Office Use Only: Form Version October 2001
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.
1. 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: 14
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ? N/A
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ? N/A
II. Applicant Information
Owner/Applicant Information
Name: North Carolina Uep_artment of Transpoilation (NCDOT)
Mailing Address: PO Box 1551
Andrews, NC 28901
Telephone Number: 828.321.4105 Fax Number: 828.321.3228
E-mail Address: rcannadyawdot.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: J. Ralth Cannady.?PE
Company Affiliation: County Maintenance Engineer
Mailing Address: same as abye)
Telephone Number: Fax Number:
E-mail Address:
Page 2 of 9

III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks sac'h 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: Thumhi_ng Creek Road, SRI 170
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN):
4. Location
N/A
County: Clay Nearest Town:-[ layesville
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): from US 64 west take a left onto
Vineyard Rd. (SR 1168), go.16miles_and then left on Old US 64 (SR 1353) go 50 miles the
Then left onto Eagle Fork Rd. (Slt 1169) 1.10 miles to Thumpin Creek on the left
5. Site coordinates, if available (UTM or Lat/Long): 35-01-26 / 83-38-22
(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:
forest, pasture, light residential
7. Property size (acres): N/A
8. Nearest body of water (stream/river/sound/ocean/lake): Thumping Creek - Class C Trout
9. River Basin: Hiwasee
(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.tic. us/admin/maps/.)
Page 3 of 9

10. Describe the purpose of the proposed work: Construct road to current NCDOT secondary
road standards
11. List the type of equipment to be used to construct the project: trackhoe, backhoe, dozer
loader, rg, ader, dump trucks
12. Describe the land use in the vicinity of this project: forest, pasture, residential
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 future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application:
Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 4 of 9

1. Wetland Impacts No wetland impacts
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
(acres Located within
100-year Floodplain**
es/no Distance to
Nearest Stream
(linear feet)
Type of Wetland***

List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through die Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or Fl-,'MA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at litip://www.I*eina,pov.
*** 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:
Total area of wetland impact proposed:
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
indicate on ma
Type of Impact* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
leasespecify)
Site #I culvert 12 fl. ex( UT to Thumping Creek 1.5 ft I
Site #2 culvert 20 ft. ex t. UT to Thumping Creek 1.5 ft P
Site #3 culvert 20 ft. cxt UT to Thumping Creek 1.5 ft P
Site #d culvert 10 ft. ext. UT to Thumping Crcck 2.0 ft P
Site #5 culvert 21 ft. cxt. UT to Thumping Creek 2.0 ft P

" List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usts.aov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.ma x uest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 83 linear feet
Page 5 of 9

3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S. No open water impacts
Open Water Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fi 1, 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.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Erosion and siltation control measures and BMP's will be used during; construction to avoid
environmental impacts
VIII. Mitigation N/A
DWQ - In accordance with 15A NCAC 214 .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.

Page 6 of 9
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/strmide_htm1.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
N/A
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 liua://h2o.enr.state.nc.us/wm/index.litin. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information: N/A
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 7 of 9
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ® No ?
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No N
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No N
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
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No ? If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 3
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Lone 1 extends an
additional 20 feet from the edge of Zone 1.
Page 8 of 9
A-
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
XI. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
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.
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (I 5A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ® No ?
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Applicant/Agent's Signat?e J v Date
(Agent's signature is vali ly if an authoriz n letter from the applicant is provided.)
Page 9 of 9
Sue lr4
o f?37v ?.- O
• Site #3
.33+65
( k
'ire *2
25+65
0 /? 4 O
tiite#I fi sire #5?
D 13+50 54+25
C
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e.93+00
r .'
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Thumping Creek Road, SR 1170
Clay County
Shooting Creek Quadrangle
Site #1, sta. 13+50, replace existing 33 ft. - 24"CMP with 45 ft. - 36"CMP
Site #2, sta. 25+65, replace existing 30 ft. - 24"CMP with 50 ft. - 24"CMP
Site #3, sta. 33+65, replaced existing 40 ft. - 18"CMP with 60 ft. - 24"CMP
Site #4, sta. 37+52, extended existing 35 ft. - 30"CMP with 10 ft. - 36"CMP
Site #5, sta.54+25, replaced existing 20 ft. - 18"CMP with 41 ft. - 24"CMP
SITE #1
'

CHECK DAMS .
SPACED AS
REQUIRED .

SILT BASIN ®
TYPE B
12'x3'x2'

A

A
CHECK DAMS
SPACED AS
REQUIRED
NEW
&
OLD
C

-

EXT. 31x24" CMP STA. 13+50

G. N-``1?f

EMPORARY
SILT FENCE &
ROCK BURM

- IROCK SILT SCREEN

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SILT FENCE &
ROCK BURM
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CHECK DAMS
SPACED AS
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SILT BASIN
TYPE B
12' x3' x2'

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CHECK DAMS
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CL ,
?TEMPORARY SILT FENCE
OCK BURM
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SITE #3 STAT. 33+65
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NEW
CHECK DAMS &
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REQUIRED CL
SILT BASIN
TYPE B ® TEMPORARY SILT FENCE
12'x3'x2' & ROCK BURM
EXT. ?_
CHECK DAMS ® 60,
SPACED AS Cam,
REQUIRED t
DRIVE \?-_ ROCK SILT SCREEN
WAY
i - -?_ TEMPORARY SILT FENCE
& ROCK BURM
CHECK DAMS
SPACED AS
REQUIRED.

- - - - - - ;- -- - - - - - - - - - --
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CHECK DAMS
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SILT BASIN /
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12'x3'x2' l
Bg
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TEMPORARY SILT
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STA. 37+52
NEW
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CHECK DAMS
SPACED AS
. REQUIRED
SILT BASIN
C TYPE B
12'x3'x2'
TEMPORARY SILT FENCE
& ROCK BURM
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SITE #5

HECK DAMS .
SPACED AS
REQUIRED

SILT BASIN
TYPE B
12' x3' x2' • • ?
EXT• 41?

CHECK DAMS
SPACED AS
REQUIRED . STA. 54+25
NEW
OLD
CL
i

EMPORARY SILT FENCE
I
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C CREE
TEMPORARY SILT FENCE
& ROCK BURM

- - - - - - - - - -

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NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION
DIVISION 14 DISTRICT III
d z
`ss ?O
OF
STORMWATER MANAGEMENT
EROSION & SILTATION
CONTROL PLAN
THUMPING CREEK ROAD, SR 1170
CLAY COUNTY
PREPARED BY: ANDREWS DISTRICT OFFICE
CONTACT: RALPH CANNADY, PE
828.321.4105
LOCATION MAP
THUMPING CREEK ROAD
State Road Number: SR 1170
County: CLAY

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DESCRIPTION
SYMBOL
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EXISTING ROAD:
RAILROAD:
CONTROL OF ACCESS LINE----..--.
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SLOPE STAKE LINE: -?
BRIDGE:
CONCRETE CULVERT:
CMP PIPE CULVERT
WOODS:
TELEPHONE OR TELEGRAPH POLE:
TOWER POLE LINE:
POWER POLE:
EASEMENT LINE:
----------------- ---------
-----------._._
-----C-----------
iiiiiiiij;
------ ------- •-
----------------
_ _ _--------------
--- ---------
-?- EXISTING_ -PROPOSED: -O-
EXISTING: - _ PROPOSED: d
GUARDRAIL: --I"------
SANITARYSEWERLINE: ?- --? S.S. ._.--------........
INE : - -? _ S.S - -
WATER L
GAS LINE: --- ----- - --------- ,.
BRUSH BARRIER --? --------------------•----_--•-
---
_ -------
EXISTING CHANNEL: -? -'? - -" -----------_--
--_ _ ?.
PROPOSED ? -_._-_-_•_'_'-'---
CHANNEL CHANGE:
FIBER GLASS ROVING: -? ._._.-----------------•----_----
•----------- F G R --------------
TEMPORARY EROSION CONTROL SYMBOLS
TEMPORARY STONE DITCH CHECK TSIL?lj
ROCK SILT CHECK DAM
SILT BASIN--- TYPE - B ??JJI??////
TEMPORARY SLOPE DRAIN
TEMPORARY SILT DITCH
T S D
EARTH EMBANKMENT
SILT FENCY
TEMPORARY STREAM CROSSING

AET.?3.?TL6 ? 6PL CeS_
STD. NO. DESCRIPTION: SYMBOL: PAGE NO.
245.03 TEMPORARY SILT DITCH TSD VI - 2
245.05 TEMPORARY DIVERSION -? TD -? ! VI - 4
893.01 TEMPORARY SILT FENCE VI - 6
890:05 TEMP. SLOPE DRAIN
WITH EARTH BERM ?-- ?-
T VI - 8

245.01 SILT BASIN - TYPE (A) ZJ VI - 10
245.02 SILT BASIN - TYPE ( B) j VI - 12
892.04 TEMP. ROCK SILT CHECK
TYPE(A) VI-14
E95.10 TEMP. ROCK SILT CHECK
TYPE(8) VI-16
892.01 TEMP. ROCK SEDIMENT DAM
TYPE (A) ?`'-? VI - 16
E9-2.02 TEMP. ROCK SEDIMENT DAM
TYPE (E) I VI - 20
897.01 ROCK PIPE INLET PROTECTION VI` 22
624.01 ROCK SILT SCREEN VI - 24
245.04 STILLING BASIN _ VI - 26
ROCK INLET PROTECTION
896.01 TYPE(A) (A) ` t ! =R(A) VI-30
896.02 TYPE (B) . , .. (8) :R (B') VI - 32
896.03 TYPE(C) _(C) ?OR(C) VI-34 ;
EXISTING FENCE: ________ ?--- --=- ?_._?
PROPOSED ROAD:--------_____-
EXISTING ROAD:
RAILROAD:-=- _--- =---- r.. -
CONTROL OF ^' y
ACCESS LINE ----- ... - -' -. _?;?•:..:,.?.?. ? .
SLOPE STAKE LINE: A:_ ---
.BRIDGE: `----!---------
_._ CULVERT:
WOODS:- --- •' --- O Q I R
... ?? O R
TELEPHONE OR TELEGRAPH POLE: EXISTING: -e- PROPOSED:' -0-
TOWER'POLE LINE: ---________ -- - --- - ¦ _ - _ _ - _
POWER POLE:- EXISTING:' b PROPOSED:
EASEMINT LINE:-------------- ---------- t; ?`?' \,r.
MOWING LIMIT:--- ------------ --------- , . .
GUARD
SANITARY SEWER LINE: -------- -------------- -?- sS ss
WATER LINE:- -? I
GAS LINE: ---- --------- -- ---
• GAS
CHAIN LINK FENCE:- ----- proposed:-"-" -
WOVEN WIRE FENCE:
REGENERATION:
REFORESTATION:
TEMPORARY SILT DITCH:-----------
TEMPORARY SILT FENCE:
TEMPORARY SLOPE DRAIN: ?-
BRUSH BARRIER: _
SILT CHECK DAM; TYPE A:
exIstina:'-J--L3
rv osed: 1,-
P P ex is,ina'.
TSD TcD --
-II.I I-I•I -III I I I__.
U
SILT.CHECK DAM-.,TYPE B:

SILT,;BASIN?-TYPE A' - ,... _ ,.-X .,, r
?- ,
]. C c i? _, s y _
n•••XS:t';' y' tea.. 1'r mow` (s !Kt• i

..
,

'_;SILT;BASIN TYPE E :

CHECK DAM:-_ - -
ROCK SIL '
T

°} `' ?' ? • 1?'

?
??€€?
? ,

S. -L
J EARTH GERM: _ t d?Ft r. r i ;
..,... __. t "!1^M•.'•?: - -? fir'
•J f . ? ,:?..-? ...,
,. _'TEMP. STONE DITCH CHECK: =y :' •;"'`'.
IF INCORRECT RETURN TO
NC DEPARTMENT OF TRANSPORTATION
8285862141
WARRANT NO. 12070
INVOICE NUMBER INVOICE DATE,
1217075826 12/17/2001
2 ti
INVOICE AMOUNT
$200.001
DATE 12/17/2001
NE'r AMOUNT
$200.00