20010251 Ver 1_Complete File_20010220

Q
=Ac>:rc c - y
Di u =-rcarJ-iea and Na;urg Fc'?=
DMsmn of W i uaky
Fart-ry z-,, 2001
tirad-ixi County
DWQ Project 010 T;
APPROVAL of 401 Wmter Quality Certincatfion
Nir Fbgew Ewan. NCB
Llivssm 13 E-mwme mi Officer
Fost Cac--- Eac 327E
As: a", NC 26802
C4SSr Lfr_ By"a :
You tae our approvd- in a=orda-&-_ with t irz ached corekf s, to pieor f il material in 10 Je_- cc
sa-ea-m Jor dre purccx of widening a iriprovina SER 1369, as you ed h your applica5cr. dap
Fatr,r?ry 16, 2001. Ate reviewing your acb5c aticn, we ham de6ded tz: Ns ,ill is covered by C:-,ea
4 eaa Duair Ca; ffcajo i NVkumber 3281. Tans C -a-cation aTews you Ica use Hafiormide PermA M -ice
1-'_ • hen tie Cow of ? oiriesrs issuE` t in aderimm y , _ mu[c 0-= y over federal, sta - cc bca'
beta' you Co ar-? with, your projeci inciu&V (but riot krked V) Se?e? nt and Eros-,m Ezrirzi_
Wori-Zischarge and War Supm W?a;-" r tc-_ Also this approv-,
expke when the ac=mpanying 404 or LAMA permit expires uniess ctherwise specified in the
C Cerdncaticm-
j rris aLaav-ai Ts only ?,afid for the pcapc)se and jesigr tie yce des=te:i in your applica'-dcrL. If ycu
your pco _ you mst nofify its and send i s a new acg cazorL. pro 'ty is sold- mc- ri2w
o I'i us-, be given a copy or this Certimcatio and aDcx,-vai i ar3d is thereby resporssie br
co npr y= vith an czimiibor s. If tiDtal wedEnd fis ear this prcrert (rcw or in tie future) exceed one a=ec
caezie-sa`ry mitigaCnon my be Tequk-ei as decd in 1 A. NCA.C 21, 16006 (h)- For this apcm+ca m
be r..-ffd , year nx t fcdbw tl'ae condttions kszEd in Me ailached c-•n' m tier appro val shalt expire wrF-a
to =mes=xkjg Nabowde Permit expaiEs or - othiermse provided in ste General Certifica-bor,
if you do riot amp~t any of the ax;ditions rs this m-j5catJM you n- y ask for an ariM y
t a_ You nxLt azt wid in 60 days of the date #o: you reo-a;'ve tns ktiar_ -to ask for a hea;`m, said a
wr,t>? pe-j6on whic:ui corrorms to Chaper 15013 of the North Carokra G?ral S-totes to the Off=- of
? ',-:eats, P-0. Bcx 27447, Faleigh, X-C. X611-74 7_ Try -r.°mcafion and its conaifm
ac !rid are binding unless you ask for a hearing-
ibis ? the review of trig Dmsbn of W--,_. Quaky under Section 401 of th Cori
Wm--Acz If you hair any questnons, pig telephone ,tcbn Dorrieey at 0912733-1786.
Sawcere'y
A' ri
_ Stev?s
E
C= Capps of E,t*ieem Asheville Field. Office
A-, °Ae DidQ Fegiona': OIL
Fie Copy
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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY LYNDO TIPPETT
GOVERNOR SECRETARY
PO BOX 3279, ASHEVILLE, NC 28802
February 16, 2001
Mr. Steve Lund 010251
US Army Corps of Engineers 151 Patton Avenue, Room 208
Asheville, NC 28801-5006
Subject: Nationwide Permit #14 PAYMENT
SR 1369, Hunter Creek Road RECEIVED
Madison County, NC
Dear Mr. Lund:
I have enclosed a straight-line diagram with erosion control plan, a PCN application for
NWP #14, and a location map relative to the proposed pipe extension on SR 1369,
Hunter Creek Road, Madison County, NC.
Hunter Creek Road is currently a 12-16 feet wide gravel road. Division of Highways
plans to pave the road 18 feet wide and increase the typical section. Grading will be light
to moderate. Whenever possible, widening will occur on the side opposite the stream.
We propose to extend one existing culvert on Hunter Creek. Existing channel
morphology will be maintained upstream and downstream of the culvert. The culvert
will be placed below existing streambed elevation. Riparian vegetation will be
reestablished along disturbed areas associated with the culvert extensions.
No significant effect on federally listed species (threatened or endangered) or their
habitats is anticipated.
By copy of this letter, we request Owen Anderson, North Carolina Wildlife Resources
Commission Mountain Region Coordinator, to comment directly to the Corps concerning
the permit request.

Mr. Steve Lund
Page -2 SR 1369, Madison County
February 16, 2001
By copy of this letter, we are asking W. Neil Trivette, Area Roadside Environmental
Engineer, to comment on the above project. Temporary encroachment into the buffer
zone will be required for the project; however, the stream is not classified as trout.
By copy of this letter, I am forwarding seven (7) copies of the application package to
Cynthia Van der Wiele, NC DENR, Division of Water Quality, 401/Wetland Unit for
review and comment. A $200.00 check is enclosed for application processing. Please
forward comments directly to the Corps with copy to Division 13 Environmental Officer.
Your earliest consideration for this request would be greatly appreciated. If you have any
questions or information needs, please contact me at [phone].
Sincerely,
p,?
Roger D. Bryan
Division 13 Environmental Officer
Enclosures
cc: F. D. Martin, P.E.
K. A. Wilson, P.E.
Ron Brazil
Neil Trivette
Owen Anderson
Cynthia Van der Wiele
01025A
DWQ ID: CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #) 14
PRE-CONSTRUCTION NOTIFICATION APPLICATION
FOR NATIONWIDE PERMITS THAT REQUIRE:
1. NOTIFICATION TO THE CORPS OF ENGINEERS
2. APPLICATION FOR SECTION 401 CERTIFICATION
3. COORDINATION WITH THE NC DIVISION OF COASTAL MANAGEMENT
SEND THE ORIGINAL AND (1) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE FIELD
OFFICE OF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHEET).
1. OWNER'S NAME: N.C. Department of Transportation
2. MAILING ADDRESS: P.O. Box 3279
SUBDIVISION NAME
CITY: Asheville STATE: NC ZIP CODE: 28802
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE):
SR 1396, Hunter Creek Road, Madison County
3. TELEPHONE NUMBER: (HOME) (WORK) [phone]
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER:
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC MAP
OR AERIAL PHOTOGRAPHY WITH SCALE):
COUNTY: Madison - NEAREST TOWN: Marshall
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ECT.) Hunter Creek Road is
located off of Walnut Creek (Sr 1395) approximately 3 miles north of Marshall.
6. IMPACTED OR NEAREST STREAM/RIVER: Hunter Creek RIVER BASIN: French Broad
7. (a) IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER, (SA),
HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORW), WATER
SUPPLY (WS-I OR WS-II)? YES NO X IF YES, EXPLAIN:
(b) IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES ? NO X
(c) IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR LIST OF
COASTAL COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION?
8. (a) HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS
PROJECT? YES ? NO X IF YES, PROVIDE ACTION I.D. NUMBER OF PREVIOUS PERMIT AND
ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401 CERTIFICATION):
(b) ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE FUTURE?
YES ? NO X IF YES, DESCRIBE ANTICIPATED WORK:
9. (a) ESTIMATED TOTAL NUMBERS OF ACRES IN TRACT OF LAND: 6_3
(b) ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
0.0
10. (a) NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: EXCAVATION:
FLOODING: OTHER :
DRAINAGE : TOTAL ACRES TO BE IMPACTED: 0_0
(b) (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF RELOCATED,
PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION:
LENGTH BEFORE: IOFT AFTER: FT
WIDTH BEFORE (based on normal high water contours): 4 T
AVERAGE DEPTH BEFORE: 0.5FT AFTER: FT
(b) (2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL: X
CHANNEL EXCAVATION: CONSTRUCTION OF A DAM/FLOODING:
OTHER:
11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE WATERSHED
DRAINING TO THE POND? N/A WHAT IS THE EXPECTED POND SURFACE AREA?
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF MECHANICAL
EQUIPMENT TO BE USED? (ATTACH PLANS; 81/2 BY 11 DRAWINGS ONLY)
We propose to grade drain base pave and install erosion control measures for SR 1369 (Hunter Creek
Road) We propose to extend one existing culvert on Hunter Creek at Station 26+68. Total culvert
extension will be 10 linear feet. The culvert will be installed to insure aquatic life passage within the
stream. Mechanical equipment will include backhoe, graders, trucks, and paving machinery.
13. PURPOSE OF PROPOSED WORK: To provide a safe paved road to the traveling public.
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN
WETLANDS (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND IMPACTS)
N/A
15. YOU ARE REQUIRED TO CONTACT THE US FISH AND WILDLIFE SERVICE AND/OR
NATIONAL MARINE FISHERIES SERVICE REGARDING THE PRESENCE OF ANY FEDERALLY
LISTED OR PROPOSED FOR LISTING ENDANGERED OR THREATENED SPECIES OR CRITICAL
HABITAT IN THE PERMIT AREA THAT MAY BE AFFECTED BY THE PROPOSED PROJECT.
DATE CONTACTED: N/A
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER
(SHPO) REGARDING THE PRESENCE OF HISTORIC PROPERTIES IN THE PERMIT AREA
WHICH MAY BE AFFECTED BY THE PROPOSED PROJECT. DATE CONTACTED Cleared by
SHPO.
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE OF PUBLIC
(STATE) LAND? YES X NO ? (IF NO, GO TO 16)
(a) IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN ENVIRONMENTAL
DOCUMENT PURSUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA
ENVIRONMENTAL POLICY ACT? YES ? NO X
(b) IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA
DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE YES E] NO ?
IF ANSWER 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE STATE
CLEARINGHOUSE WITH THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT.
QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS SHOULD BE
DIRECTED TO MS. CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH
CAROLINA DEPARTMENT OF ADMINISTRATION, 116 WEST JONES STREET, RALEIGH,
NORTH CAROLINA 27603-8003, TELEPHONE [phone].
18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF PROPOSED
ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OR FILL MATERIAL INTO
WETLANDS: N/A
(a) WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES, AND
PONDS ON THE PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21, 26, 29, AND 38).
ALL STREAM (INTERMITTENT AND PERMANENT) ON THE PROPERTY MUST BE SHOWN ON
THE MAP. MAP SCALES SHOULD BE 1 INCH EQUALS 50 FEET OF 1 INCH EQUALS 100 FEET
OF THEIR EQUIVALENT.
(b) IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE IMPACTED BY
PRODUCT.
(c) IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA SHEETS
RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE.
(d) ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED.
(e) WHAT IS LAND USE OF SURROUNDING PROPERTY?
(f) IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?
SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE.
NOTE: WETLANDS OR WATERS OF THE US MAY NOT BE IMPACTED PRIOR TO:
I. ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT,
2. EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF WATER QUALITY
CERTIFICATION, AND
3. (IN THE TWENTY COASTAL COUNTIES ONLY), A LETTER FROM THE NORTH
CAROLINA DIVISION OF COASTAL MANAGEMENT STATING THE PROPOSED
ACTIVITY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT
4 n PROGRAM, / 0!/6 /
R'S/AGED7T'S SIGNATURE DATE
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED).
1
N
Quadrangle, Scale 1:24000).
Location Map: SR 1396, Hunter Creek Road, Madison County, NC (Marshall
N.C. DEPARTMENT OF TRANSNOH IA I II(DN
DIVISM OF-HIGHWAYS
SECONDARY ROAD SURVEY
IFCT SR 13%- HUNTER CREEK ROAD
OC from IS R. 1395 (VVALNUT CR• to E.0, M ,
WOR I< YP GRADIE, ZASE , PAVE T DRAt r,3
c I' OR F PRIORI Y .
COUNTY /y?ADtsorJ TOWNSHIP NbATH MARSHALL
DATE z- - v SCALE
MOTES 45' 1?/w

WEL -
ppFpAgF p 13Y

EROSION CONTROL
DETAILS AND
SPECIFICATIONS
? - ti
245.03
245.05
893.01
890.05
245.01
245.02
892.04
895.10
892.01
892.02
897.01
894.01
245.04
896.01
896.02
896.03
v I Page
Temporary Silt Ditch
Temporary Diversion -------------- ................ TSD --- VI - 2
_ -
Temporary Silt Fence _ •.... -------•-----...--- TD --- VI 4
--------------------- • ,,, ,,,
Temporary Slope Drain with Earth Berm ?- 4
Silt Basin Type A ..----•-------- -------------- ---••---- -------- V1 10
Silt Basin Type B -•--------------- -------------
......... --- VI -12
------------- 1
Temporary Rock Silt Check Type-
A --- VI -14
Temporary Rock Silt Check Type-g
Temporary Rock. Sediment Dam T
YPe--A --- VI -1s
Temporary ...... Rock Sediment Dam Type-B ----------
Rock Pipe Inlet Protection o?
-------------------------------- -VI-20
a?. VI 22
•
Rock Silt Screen •............... •-•,
Stilling Basin .................... ----- VI - 26
----------•-- ---•---- ---
Rock Inlet Protection:
----------------------------- A ? ;= OR - A ----- VI 30
--- - TYPe. A..._ --
............................... B OR
Type B -----•---...._ L B? ----- VI - 32
Type C -----•._..:.-.--••----------•-- C ?? - OR - C? ---- VI 34
t tPF- OUTLET EQERG? - D(SSgPfrTdK
ERo s 10 t t C09TRO L kMj-m t4 G
FIBER GLAss RoV(NC
VI-1
CCM
F61?,-
March, 1993
C.7 U U C- -v I G.. , ?...... , , .- .
? .., -C f/EG.k E v E t?E.FY S? a•2 n ? ?'t?E.t?7' .?•V.D G'? E.S'it'6.1? U/i ?' tv.Y
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L 51167'h' of ?iSTU,?BE? R??A
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"Fly

ROADWAY DITCH AND MEDIAN LINING GUIDELINES
Percent of Grade Type of Lirnino- Recommended
0
Straw and Tack
-
- 1
2rosori Control Matting
3
4 Synthetic Roving
5
greater Scone
VTTT_ I

EROSION CONTROL PLAN SHEET
Silt fences and temporary silt ditches shalt 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.
Silt basins (Type B) will be constructed to the dimension of nine feet by three
feet _by twoeef unless otherwise nofed on the plans. (SB 9) See dimension-sheet.- - - -
Seeding and other permanent erosion control measures are to be implemented as
soon as practical.
Temporary rock silt checks (Type B) will be spaced as required by percent of
grade.

PIPE INSTALLATION NOTES
1) Install erosion control devices. In streams, where necessary, rock
silt screens will be used.
2) Remove material and existing pipe while limiting, as much as
----possible,- material end -sediment-from entering the 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 the stream and/or
escaping from project. Where possible, new grade will be below
existing streambed. If needed, bedding material will be clean
stone.
4) Place the new pipe and compact backfill.
5) Install slope protection on outlet and inlet ends of pipe. Also
complete installation of erosion control measures and perform
maintenance as needed on existing measures.
6) Establish permanent vegetation as soon as possible.
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M? L
STATE OF NORTH CAROLINA
-v1
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY LYNDO TIPPETT
GOVERNOR
Mr. Steve Lund
PO BOX 3279, ASHEVILLE, NC 28802
February 16, 2001
US Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, NC 28801-5006
Subject: Nationwide Permit #14
SR 1369, Hunter Creek Road
Madison County, NC
Dear Mr. Lund:
'401ISSJr
SECRETARY
010251
PAYMENT
RECEIVED
I have enclosed a straight-line diagram with erosion control plan, a PCN application for
NWP #14, and a location map relative to the proposed pipe extension on SR 1369,
Hunter Creek Road, Madison County, NC.
Hunter Creek Road is currently a 12-16 feet wide gravel road. Division of Highways
plans to pave the road 18 feet wide and increase the typical section. Grading will be light
to moderate. Whenever possible, widening will occur on the side opposite the stream.
We propose to extend one existing culvert on Hunter Creek. Existing channel
morphology will be maintained upstream and downstream of the culvert. The culvert
will be placed below existing streambed elevation. Riparian vegetation will be
reestablished along disturbed areas associated with the culvert extensions.
No significant effect on federally listed species (threatened or endangered) or their
habitats is anticipated.
By copy of this letter, we request Owen Anderson, North Carolina Wildlife Resources
Commission Mountain Region Coordinator, to comment directly to the Corps concerning
the permit request.

V
Mr. Steve Lund
Page -2 SR 1369, Madison County
February 16, 2001
By copy of this letter, we are asking W. Neil Trivette, Area Roadside Environmental
Engineer, to comment on the above project. Temporary encroachment into the buffer
zone will be required for the project; however, the stream is not classified as trout.
By copy of this letter, I am forwarding seven (7) copies of the application package to
Cynthia Van der Wiele, NC DENR, Division of Water Quality, 401/Wetland Unit for
review and comment. A $200.00 check is enclosed for application processing. Please
forward comments directly to the Corps with copy to Division 13 Environmental Officer.
Your earliest consideration for this request would be greatly appreciated. If you have any
questions or information needs, please contact me at [phone].
Sincerely,
p,?
Roger D. Bryan
Division 13 Environmental Officer
Enclosures
cc: F. D. Martin, P.E.
K. A. Wilson, P.E.
Ron Brazil
Neil Trivette
Owen Anderson
Cynthia Van der Wiele
a
410251
DWQ ID: CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #) 14
PRE-CONSTRUCTION NOTIFICATION APPLICATION
FOR NATIONWIDE PERMITS THAT REQUIRE:
1. NOTIFICATION TO THE CORPS OF ENGINEERS
2. APPLICATION FOR SECTION 401 CERTIFICATION
3. COORDINATION WITH THE NC DIVISION OF COASTAL MANAGEMENT
SEND THE ORIGINAL AND (1) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE FIELD
OFFICE OF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHEET).
1. OWNER'S NAME: N.C. Department of Transportation
2. MAILING ADDRESS: P.O. Box 3279
SUBDIVISION NAME
CITY: Asheville STATE: NC ZIP CODE: 28802
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE):
SR 1396, Hunter Creek Road, Madison County
3. TELEPHONE NUMBER: (HOME) (WORK) (,828) 251-6287
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER:
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC MAP
OR AERIAL PHOTOGRAPHY WITH SCALE):
COUNTY: Madison - NEAREST TOWN: Marshall
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ECT.) Hunter Creek Road is
located off of Walnut Creek (Sr 1395) approximately 3 miles north of Marshall.
6. IMPACTED OR NEAREST STREAM/RIVER: Hunter Creek RIVER BASIN: French Broad
7. (a) IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER, (SA),
HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORW), WATER
SUPPLY (WS-I OR WS-II)? YES NO X IF YES, EXPLAIN:
(b) IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES ? NO X
(c) IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR LIST OF
COASTAL COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION?
8. (a) HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS
PROJECT? YES ? NO X IF YES, PROVIDE ACTION I.D. NUMBER OF PREVIOUS PERMIT AND
ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401 CERTIFICATION):
(b) ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE FUTURE?
YES ? NO X IF YES, DESCRIBE ANTICIPATED WORK:
9. (a) ESTIMATED TOTAL NUMBERS OF ACRES IN TRACT OF LAND: 6.3
(b) ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
0.0
10. (a) NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: EXCAVATION:
FLOODING: OTHER :
DRAINAGE : TOTAL ACRES TO BE IMPACTED: 0_0
(b) (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF RELOCATED,
PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION:
LENGTH BEFORE: IOFT AFTER: FT
WIDTH BEFORE (based on normal high water contours): 4 T
AVERAGE DEPTH BEFORE: 0.5FT AFTER: FT
(b) (2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL: X
CHANNEL EXCAVATION: CONSTRUCTION OF A DAM/FLOODING:
OTHER:
IL IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE WATERSHED
DRAINING TO THE POND? N/A WHAT IS THE EXPECTED POND SURFACE AREA?
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF MECHANICAL
EQUIPMENT TO BE USED? (ATTACH PLANS; 81/2 BY 11 DRAWINGS ONLY)
We propose to grade drain base pave and install erosion control measures for SR 1369 (Hunter Creek
13. PURPOSE OF PROPOSED WORK: To provide a safe paved road to the traveling public.
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN
WETLANDS (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND IMPACTS)
N/A
15. YOU ARE REQUIRED TO CONTACT THE US FISH AND WILDLIFE SERVICE AND/OR
NATIONAL MARINE FISHERIES SERVICE REGARDING THE PRESENCE OF ANY FEDERALLY
LISTED OR PROPOSED FOR LISTING ENDANGERED OR THREATENED SPECIES OR CRITICAL
HABITAT IN THE PERMIT AREA THAT MAY BE AFFECTED BY THE PROPOSED PROJECT.
DATE CONTACTED: N/A
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER
(SHPO) REGARDING THE PRESENCE OF HISTORIC PROPERTIES IN THE PERMIT AREA
WHICH MAY BE AFFECTED BY THE PROPOSED PROJECT. DATE CONTACTED Cleared by
SHPO.
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE OF PUBLIC
(STATE) LAND? YES X NO ? (IF NO, GO TO 16)
(a) IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN ENVIRONMENTAL
DOCUMENT PURSUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA
ENVIRONMENTAL POLICY ACT? YES ? NO X
(b) IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA
DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE YES ? NO ?
IF ANSWER 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE STATE
CLEARINGHOUSE WITH THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT.
QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS SHOULD BE
DIRECTED TO MS. CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH
CAROLINA DEPARTMENT OF ADMINISTRATION, 116 WEST JONES STREET, RALEIGH,
NORTH CAROLINA 27603-8003, TELEPHONE [phone].
18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF PROPOSED
ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OR FILL MATERIAL INTO
WETLANDS: N/A
(a) WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES, AND
PONDS ON THE PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21, 26, 29, AND 38).
ALL STREAM (INTERMITTENT AND PERMANENT) ON THE PROPERTY MUST BE SHOWN ON
THE MAP. MAP SCALES SHOULD BE 1 INCH EQUALS 50 FEET OF 1 INCH EQUALS 100 FEET
OF THEIR EQUIVALENT.
(b) IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE IMPACTED BY
PRODUCT.
(c) IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA SHEETS
RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE.
(d) ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED.
(e) WHAT IS LAND USE OF SURROUNDING PROPERTY?
(f) IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?
SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE.
NOTE: WETLANDS OR WATERS OF THE US MAY NOT BE IMPACTED PRIOR TO:
1. ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT,
2. EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF WATER QUALITY
CERTIFICATION, AND
3. (IN THE TWENTY COASTAL COUNTIES ONLY), A LETTER FROM THE NORTH
CAROLINA DIVISION OF COASTAL MANAGEMENT STATING THE PROPOSED
ACTIVITY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT
PROGRAM,
'S/AGE*'r,s SIGNATURE DATE
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED).
1
N
Quadrangle, Scale 1:24000).
Location Map: SR 1396, Hunter Creek Road, Madison County, NC (Marshall
. N.C. DEPARTMENT OF TRANSNOH i Al <<lIv
D IVISON OF-HIGHWAYS
SECONDARY ROAD SURVEY
SR 1394 HUNTER CREEK -ROAD
UC from ?R. 1395 (WALNUT CR• Rb) to 0. M.
I< YP GRADF,6ASE , PAVE ?T DRAI
WORK OR F (.&2341 PRIORITY.
COUNTY X\AD(SON TOWNSHIP IbRTH MARSHALL..
DATE Z- - v SCALE
Ni OTES 4S'
(P 114' = I.1(o miles
.
WEL
_? y_q?
EROSION CONTROL
DETAILS AND
SPECIFICATIONS
311 1'
?,,
245.03
245.05
893.01
890.05
245.01
245.02
892.04
895.10
892.01
892.02
897.01
894.01
245.04
-_-' - 896.01
896.02
896.03
v I Page
Temporary Silt Ditch
Temporary Diversion '----•- -•• ---------- - - TS ° --- VI 2
Temporary Sift Fence T'
---------_,,,
Temporary Slope Drain with Earth Berm , VI 6
'
Silt Basin Type A
_......._.
----- `-- VT 8
---
-------------------------....
Silt Basin Type B ? ------ --- VI 10
----------•-•-------------•--
-----•--------
Temporary Rock Sift Check Type-
- A LLLLL --- VI - 12
Temporary Rock Silt Check Type-B
.........
Temporary Rock. Sediment Dam
Type-A ...? ------------ VI -16

Temporary Rock Sediment Dam Type-B ._
-------- --- VI -18

--- VI - 20
Rock Pipe Inlet Protection

ock Silt Screen ................................

.........
ero e.e
ete °

°°
- ------- • VI - 22
-_

VI - 24
Stilling Basin
?
g -----................................................ ---
----- VI 26
Rock Inlet Protection:
Type A ..................... . A LLJJ-: OR -- A )) - 30
Type B ............................... B ? OR • B? ----- VI-32
Type C ------------------------------- C F[11-- OR -• C) ---- VI 34
t (PF- OUTLET EflCRG D(ESF}PfrTOR •-
ERa S 10 (1 C09Tf O L kt rn a G
F(QER GLASS RoV(u
VI-1

F6R -
March, 1993
? ... .C yE c.k E D E t?E.F y S? o.t' n 1 G?" t ?E.v l ' .'! •t?D G' [ E.s?i??E1? a !i 7" LvyE•,V ?i9L.? ,r
? _. CC. o T Tc S L? E
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3
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ROADWAX DITCH AND MEDIAN LINING GUIDELINES
Percent of Grade Type of Lininj Recommended
0
Straw and Tack
- 1
2 -E-rosiori- Control Matting
3
4 Synthetic Rovina
5
greater Stone
VIII_

EROSION CONTROL PLAN SHEET
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.
Silt basins (Type B) will be constructed to the dimension of nine feet by three
cet by two-feef unless otherwise noted on the plans. (SB -9) See dimension-sheet.- -- -- - -
Seeding and other -permanent erosion control measures are to be implemented as
soon as practical.
Temporary rock silt checks (Type B) will be spaced as required by percent of
grade.

PIPE INSTALLATION NOTES
1) Install erosion control devices. In streams, where necessary, rock
silt screens will be used.
2) Remove material and existing pipe while limiting, as much as
----possible; material and sediment-from entering the 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 the stream and/or
escaping from project. Where possible, new grade will be below
existing streambed. If needed, bedding material will be clean
stone.
4) Place the new pipe and compact backfill.
5) Install slope protection on outlet and inlet ends of pipe. Also
complete installation of erosion control measures and perform
maintenance as needed on existing measures.
6) Establish permanent vegetation as soon as possible.
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IF INCORRECT RETURN TO
NC DEPARTMENT OF TRANSPORTATION
N 13
8282516136
WARRANT NO. 7950
INVOICE NUMBER INVOICE DATE INVOICE AMOUNT
SR1396 02/15/2001 $200.00
DATE 02/15/2001
NET AMOUNT
$200.00

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