20010387 Ver 1_Complete File_20010316

F WATF
\O?? RpG Michael F. Easley
Governor
r William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Kerr T. Stevens
Division of Water Quality
Cl)
March 20, 2001
Cherokee County
DWQ Project No. 01-0387
SR 1642, Glen Loudermilk Road
APPROVAL of 401 Water Quality Certification with Additional Conditions
Mr. Wesley T. Grindstaff, Asst. District Engineer
NCDOT Andrews District Office
P.O. Box 1551
Andrews, NC 28901
Dear Mr. Grindstaff:
You have our approval, in accordance with the attached conditions and those listed below, to impact 60 linear feet of an
unnamed tributary to Moccasin Creek for the purpose of upgrading SR 1642 (Glen Loudermilk Road) in Cherokee
County. The project should be constructed in accordance with your application dated 8 March 2001 (received 16 March
2001). After reviewing your application, we have decided that this project is covered by General Water Quality
Certification Number 3289. This certification corresponds to Nationwide Permit 14 issued by the Corps of Engineers. 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. The
following additional conditions will be required:
1. In-stream work and land disturbance within the 25-foot wide buffer zone are prohibited during the trout spawning
season of October 15 through April 15 to protect the egg and fry stages of trout from sedimentation during
construction, unless otherwise determined by NC Wildlife Resources Commission staff.
2. Stormwater should be directed to buffer areas or retention basins and should not be routed directly into streams.
3. The culvert required for this project shall be installed in such a manner that the original stream profile is not altered
(i.e. the depth of the channel should not be reduced by a widening of the streambed).
4. All work shall be performed during low flow conditions.
5. All mechanized equipment operated near surface waters should be regularly inspected and maintained to prevent
contamination of stream waters from fuels, lubricants, hydraulic fluids, or other toxic materials.
6. The presence of equipment in the channels must be minimized. Under no circumstances should 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.
7. Mowing of existing vegetated buffers is strongly discouraged, so that they may be utilized for storm water sheet flow.
8. Use of rip-rap for bank stabilization is to be minimized; rather, native vegetation is to be planted when practical. If
necessary, rip-rap should be limited to the stream bank below the high water mark, and vegetation should be used for
stabilization above high water.
9. Rock silt screens at culvert outlets should be removed at project completion.
This approval is valid solely for the purpose and design described in your application (unless modified below). Should
your project change, you must notify the DWQ and submit a new application. If the property is sold, the new owner must
be given a copy of this Certification and approval letter, and is thereby responsible for complying with all the conditions.
If the proposed fill is in excess of 150 linear feet of stream length or 1 acre of wetlands, compensatory mitigation will
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.eir.state.nc.us/ncwetiands/
Page 2 of 2
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 listed above.
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 John Dorney at 919-733-9646.
Sincerely,
tevens
Attachment
Pc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
NCDWQ Asheville Regional Office
Central Files
f
all

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY
Gow'RNOR
March 8, 2001
LYNDO TIPPETT
SECRETARY
SR 1642
Cherokee County
Mr. Bob Johnson
US Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, NC 28801-2714
Dear Mr. Johnson:
4401 ISSUED"
010387
The North Carolina Department of Transportation (NCDOT) is proposing to grade, drain,
base and pave SR 1642, Glen Loudermilk Road, primarily along the existing roadway. In order
to construct this project in accordance with our current secondary road standards and due to the
extension of a pipe culvert carrying a live stream (unnamed tributary to Moccasin Creek, Class
C), we are requesting authorization under Section 404 of the Clean Water Act.
I am sending a straight-line diagram with the proposed erosion control, stream, stream
bank, and construction limits and various sites along the project where we will be in conflict with
the stream. In addition, I am sending a typical section of the road, cross sections, drawings for
pipe culvert replacements, general notes and standards on some erosion control measures, and a
marked map. We propose to install all the new culverts slightly below the existing streambed
elevations where bedrock is not encountered to minimize impacts to wildlife habitats and allow
the existing stream gradients to remain as unchanged as is physically possible. No threatened or
endangered species are known to be present in or near the project area; therefore, no significant
impacts are anticipated from project construction.
The best management practices will be 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 are being effectively controlled. If the planned devices are
not functioning as intended, they will immediately be replaced with better devices. The rocksilt
screens and other erosion control devices will be in place prior to pipe culvert construction and
will remain in place until the project is stabilized.
Andrews District Office
P. O. Box 1551, Andrews, N. C. 28901
PAYMENT
RECEIVE'
Phone: [phone] Fax• (R') R) '1') 1 _;77R
Mr. Bob Johnson
Page 2
March 8, 2001
By copy of this letter, I am asking Owen Anderson, North Carolina Wildlife Resources
Commission (NCWRC) Western Mountain Region Coordinator, to comment directly to you
concerning the 404 Nationwide Permit request.
Also, by copy of this letter, I am requesting authorization to proceed under Section 401 of
the Clean Water Act from the Division of Environmental Management. (A check payable to NC
Division of Water Quality in the amount of $200.00 is attached to this application with the new
fee schedule).
We would like to begin construction as soon as possible. If further information is
required, please call me at [phone]. Your early review and consideration will be greatly
appreciated.
Sincerely,
?VA4
Wesley T. Grindstaff
Assistant District Engineer
WTG/rr
Attachments
cc: Mr. Richard Phillips, P.E., Regional Engineer DEHNR
Mr. R. G. Watson, P.E., Division Engineer
Mr. E. L. Ingle, Area Roadside Environmental Engineer
Mr. John Dorney, DWQ, DENR (with attachment)
Mr. Owen Anderson, Western Mountain Region Coordinator, NCWRC
Mr. T. H. Kilpatrick, Transportation Supervisor III
Mr. Mark Davis, Division Environmental Officer
DEM ID: ® ®?
CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #):
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). SEVEN
(7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT
(SEE AGENCY ADDRESSES SHEET). PLEASE PRINT.
1. OWNERS NAME: NORV CARDL/NA DEPARTmFA/7 of TA0SPc12TAT7oa

2. MAILING ADDRESS: f? O. iBox 165-1
SUBDIVISION NAME:
CITY: _4Noggws STATE: Al c_
ZIP CODE: 289o1
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE):
3. TELEPHONE NUMBER (HOME):
(WORK) : 197,8. 3Z1. *105
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER:
WESLE`i C'7RIAPSTAPF $29. 321.41o5-
P.o. 13ax 1551 ANDo-t-ws, NL 281v1
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC
MAP OR AERIAL PHOTOGRAPHY WITH SCALE):
COUNTY: GHEV-0KEE NEAREST TOWN OR CITY: MuR.Pti"I
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SPECIFIC LOCA'0.7 (INCLUDE ROAD
.k -L
*TTTMBERS, LANDMARKS, ETC.) : SR 14042 , GLEE L..DE2MiLK (?okv
CRE2oKeE Govi.! 7.1
Unnamed 4* fa u'rA R 1 'TD
6. IMPACTED OR NEAREST STREAM/RIVER: Moee-A iP CVeaK- (,CLASS G
RIVER BASIN: N'vJA55G1=
7a. IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER
(SA), HIGH QUALITY WATERS (HQW), OUTSTAND NG RESOURCE WATERS (ORW), WATER
SUPPLY (WS-I OR WS-II)? YES [ ] NO [ IF YES, EXPLAIN:
7b. IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF C ASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES [ ] NO [
7c. 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?
8a. HAVE ANY SECTION 404 PERMITS B TEN PREVIOUSLY REQUESTED FOR USE ON
THIS PROPERTY? YES [ ] NO [IF YES, PROVIDE ACTION I.D. NUMBER OF
PREVIOUS PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401
CERTIFICATION):
8b. ARE ADDITIONAL PERM REQUESTS EXPECTED FOR THIS PROPERTY IN THE
FUTURE? YES [ ] NO [ IF YES, DESCRIBE ANTICIPATED WORK:
9a. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND: -/.z4 ACRE S
9b. ESTIMATED TOTAL NUMBER OF ACRES OF'WETLANDS LOCATED ON PROJECT SITE:
o A/-E
2
10a. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING:
FLOODING:
DRAINAGE:
EXCAVATION:
OTHER:
TOTAL ACRES TO BE IMPACTED: A/opJE
10b. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF
RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION):
LENGTH BEFORE: too FT AFTER:
Go
WIDTH BEFORE (based on normal high water contours): Z FT
WIDTH AFTER:
2.
AVERAGE DEPTH BEFORE: O.S FT AFTER: a•S FT
(2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY))
OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL:
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? A//A
WHAT IS THE EXPECTED POND SURFACE AREA? hJ1A
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF
MECHANICAL EQUIPMENT TO BE USED (ATTACH PLANS: 8 112" X 11" DRAWINGS
ONLY):
1,VsrAL[,A-n.,J of zwe- LINE 3b" GMP Lloo Lr) .
TRAcKHoE , Ieigr-KH0F- , AAJD LOADE)C LAM L 136 VTILA7Z F- D
/AJ PIP E /AI STfJ L L ArT-IO AI .
13. PURPOSE OF PROPOSED WORK: w0aeAl ADD PoOF FXIsrIAl4 5Eco?JDAR•N
RoADWAI Ta MEET GvKREAIT AJcDOT S-rAtJDAKD.S.
3
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED
OUT IN WETLANDS. (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND
IMPACTS): -
15. YOU ARE REQUIRED TO CONTACT THE U.S. FISH AND WILDLIFE SERVICE
(USFWS) AND/OR NATIONAL MARINE FISHERIES SERVICE (NMFS) (SEE AGENCY
ADDRESSES SHEET) 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: 03 105 /01 (ATTACH RESPONSES
FROM THESE AGENCIES.)
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER
(SHPO) (SEE AGENCY ADDRESSES SHEET) REGARDING THE PRESENCE OF HISTORIC
PROPERTIES IN THE PERMIT AREA WHICH MAY BE AFFECTED BY THE PROPOSED
PROJECT. DATE CONTACTED: 03/ PSI o I
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE OF
PUBLIC (STATE) LAND?
YES V NO (I (IF NO, GO TO 18)
a. IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN ENVIRONMENTAL
DOCUMENT PURSUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA ENVIRONMENTAL
POLICY ACT?
YES (I NO G/
b. IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA
DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE?
YES [I NO [I
IF ANSWER TO 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE
STATE CLEARINGHOUSE TO DIVISION OF ENVIRONMENTAL MANAGEMENT REGARDING
COMPLIANCE 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].
4
18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF
PROPOSED ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OR FILL MATERIAL
INTO WETLANDS:
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 STREAMS (INTERMITTENT AND PERMANENT) ON THE PROPERTY
MUST BE SHOWN ON THE MAP. MAP SCALES SHOULD BE 1 INCH EQUALS 50 FEET OR 1
INCH EQUALS 100 FEET OR THEIR EQUIVALENT.
b. IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE
IMPACTED BY PROJECT.
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 MANAGEME14T PLAN IF REQUIRED.
e. WHAT IS LAND USE OF SURROUNDING PROPERTY?
'1?'oREST /?ESvVRGES, 'FAQN LA XI D , fZEs jy"7-IAL
f. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?
g. SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE.
NOTE: WETLANDS OR WATERS OF THE U.S. 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
ENVIRONMENTAL MANAGEMENT (WATER QUALITY) CERTIFICATION, AND
3) (IN THE 27YENTY 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.
L&d /6" .4.&/
OWNER'S/AGEN S SIGNATURE
o? MARG N o/
DATE
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED (18g.))
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(MURPHY) 59 2' 30" '540 000 FEET (GAS 12
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Name: NOTTELY DAM Location: 034° 58'40.6" N 084° 02'24.0" W
Date: 3/5/101 Caption: SR 1642 - Glen Loudermilk Rd
Scale: 1 inch equals 2000 feet Cherokee County
1 Permit Site A
--- - --- Copyright ap ec Inc.
EROSION CONTROL PLAN
COUNTY.
CHEROKEE
ROAD NAME: GLEN LOUDERMILK RD. ROAD NO. SR-1642
WORK ORDER NO. 6.912116
FROM STA. 0+00 AT INTERSECTION OF SR-1590
TO: END OF PROJECT
ADDITION: YES F NO XX
IMPROVEMENT: YES xx NI O
TO BE PAVED: YES xx NO
GUY WIRES
POWER POLES TO MOVE: YES NO
CABLE BOXES 7- 1 GUY WIRES
TELEPHONE POLES TO MOVE: YES N O XX
RIGHT OF WA Y WIDTH: 6 0
SCALE: 1 " = 50'
DATE:
1 2/22/01
CL
i i
1:1 slope
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1 112: 1 slope I I I
or flatter ?1 I 9' 9'
4'
i 6 j SHLD. i 3'
SHLD. i j DITCH I
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1
610'
R I IV-?
` 4-50 17 - '-
I 4+50
CHECK DAMS SPACED AS 1
REQUIRED
I
4+00
I
I
I 4.00

3.50
® I
- 1-
I
I
I
3+50

3.00 I

I
I
3+00

CHECK DAMS SPACED AS I
REQUIRED
2.50 7+50

610'
RIIV
I

2.00 I
I_
I
2+00
SILT BASIN-TYPE-B
12x3x2

I
-- -- I- - EXIST. 15" CMP. TO BE
+so ? ?
"
CMP.
REPLACED WITH 18
_ STA
1+50
LT TO RT
.
.
SILT BASIN-TYPE-B
12x3x2 I
I
,oo AL

I 1+00
I
I

CHECK DAMS SPACED I
AS REQUIRED
0+50
0+50
I
I
610'
RI
0+00 A I ?+?? BEGIN INT. OF SR 1590
9+5o
9+0o
8.50
SILT BASIN-TYPE-B
12x3x2
7+50
7.00
6+50
6+001
5+501
5+00
I
610'
RIW- >
I
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RI
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F- 610'
RI
I
19+50
9+00
8+50
+50
+00
+50
'00
5+00
EXIST. 15" CMP. TO BE
REPLACED WITH 18" CMP.
LT TO RT. STA.8+00
STR60-3 154-00 - 1- ® '15+00 STR60-3
610'
-
?
R iw
14+7C
1-STORY
BUILDING/BARN 14+50 14+50
14+4

CHECK DAMS SPACED
AS REQUIRED
14.00 14+00
TEMP. SILT FENCE 1
& I
ROCK BERM
13+50
I
I 13+50
I
13+00 13+00 3 6 " CMP
l ?
C
-
No
o?c
ADD 10' TO INLET END
I ADD 20' TO OUTLET END

I STA.12+90
12+50 12+50
610'
RI
I

12.00 I

I
12.00

--- I
-I--
EXIST. 15" CMP. TO BE
REPLACED WITH 18" CMP.
11+50 11+50 LT TO RT. STA.11+66
I
I

11+00 I
I

I
I

11+00

10+50 I

I
10+50
I
610'
RI
S TR60-4
20 + 00
19.50
19.00
16+50
16.00
17.50
17.00
16+50
16+00
15+50
- I- - 20 + 00 STR60-4
I
610'
-?
-
RIW
. 19+50 CHECK DAMS SPACED
1
I
I AS REQUIRED
I

I
I
v
19+00
I
I

v

16+50
I
I
I ?
I
I
- I-

-

+e•oo

HECK DAMS SPACED
1
I AS REQUIRED
I
-
17.50
610'
_
RI
I

I
I v 17.00
I
I

v

16+50

HECK DAMS SPACED
1
I
I AS REQUIRED
I

I
I
-
16+00
I
I

I

®

15+50
I
610'
_
RI
STR60-5 25 + 00
I
I
'T'EMP. SILT FENCE 610,
& R1W-?
ROCK BERM
24.50
I
I
I
24+(
23+5
23.0(
0
I
I
I
I

CHECK DAMS SPACED
AS REQUIRED
22.50
22.001
21.501
ff>-
21-00
20+50
6?0 v
?- R ( W
I
I
I-
I
I
I
I
I
610'
RI
?5 + 00 STR60-5
CHECK DAMS SPACED
AS REQUIRED
24+50
SILT BASIN-TYPE-B
12x3x2
EXIST. 1511 CMP. TO BE
REPLACED WITH 1811 CMP.
RT TO LT. STA.24+15
23.50
23.00
22.50
=SILTBASIN-TYPE-
12x3x221+
ADD 181 CMP. RT TO LT.
STA. 21+15
20+50
CHECK DAMS SPACED
AS REQUIRED
S FR60-6
TEMP. SILT FENCE
ROCK BERM
EMP. SILT FENCE
ROCK BERM
30 + 00 - I- ® 30 + 00
I
610'
R 1 W- >
29x50 ® 29+50
I
I
I
I
29+00 - I- v 29+00
I
I
I
I
28+50 - 1_ - 28+50
I
I
\ I
I
28+00 1- v 28.00
I
I
I
I
27+50 V/l 27+50
610'
R Z
27+00
26+50
26+001
25+501
?s nn
S TR60-6
CHECK DAMS SPACED
AS REQUIRED
I
- - - - - EXIST. 15" CMP. TO BE
REPLACED WITH 18" CMP.
-I- - - - RT TO LT. STA. 27+25
- 1- v 27+00
I
I
I
I
26+50
I
I
I
I_ 26+00
I
I
I
I
25+50
I
I
_ 610'
RIW
I ?c; nn
CHECK DAMS SPACED
AS REQUIRED
STR60-7 35 + 00 - - 35 + 00
I
STR60-7
I
610'
-?
RIW
34+50 34+50
I
I

34+00 I
I
I 34-00
I
I

99+50 1
I
33+50
I
I

33+00 I
I
I_ 33+00
I
I

32+50 I
I
_ 1 32+50
610'
RI
I

32+00 I
I_ 32+00
I
I

31+50 I
I
31+50
I
I

31+00 1
1
31+00
1
I

30+50 I
I
30+50
I
I
610'

?n nn RIIV
I -.n nn
SR-1642
SILT FENCE
Fx
ROCK BERM
2' BRANCH
. ?, Ex1
SILT BASIN
TYPE B
12'x 3'x 2'

CHECK DAMS -
SPACED AS
REQUIRED -
12STA. 12+90
0, a ?
SI=3'x TY

OLD
NEW

ROCK SILT SCREEN

-
-
- - - - - f - f - g - t

fffr ?f,' i - - - - ( - - -4 1- .4 -L -1 L --L - L

DAMS
. SPACED AS
REQUIRED
® E13
I H
t7
I
=Ecos-S-171- EROSION CONTROL
DETAILS & SPECIFICATIONS
STD. NO. I DESCRIPTION: I SYMBOL: IPG. NO.
241.03 TEMP. SILT DITCH TSD
245.05 TEMPORARY ------------''-'- r
DIVERSION ? TD
- - - - - - - - - - - - - - - - - - - - -
893.01 TEMP.SILT FENCE I I I VI 6
- - - - - - - - - - - - - - - - - - - - - - - - - - - -
890.05 TEMP. SLOPE DRAIN
WITH EARTH BERM
- - - - - - - - - - - - - - - - - - - - - - - - - - - -
245.02 SILT BASIN
V1-12
TYPE-B
895.10 TEMP. ROCK SILT CHECK VI 16
TYPE-B
892.02 ---------- _ -----
TEMPORARY VINO
ROCK SEDIMENT DAM
TYPE-B :Di
_ - . _ _ _ _ _ _ _ _ _ _
897.01 ROCK PIPE INLET 7-22,
PROTECTION
894.01 ---------------- ---- --
VI-24
ROCK SILT SCREEN
- - - - - - - - - - - - - - - - - - - - - - - - - - - -
DESCRIPTION SYMBOL
EXISTING FENCE: -
r OR - +
-- ------------------------------
PROPOSED ROAD: -?
EXISTING ROAD:
- - - - - - - - - - - -

RAILROAD: _ - -
-------------------- - -----------
CONTROL OF ACCESS LINE----- ---- --------------------- -----------

SLOPE STAKE LINE: -? - ' ' - . ' •
------------
BRIDGE:
-------------

CONCRETE CULVERT: -
CMP PIPE CULVERT
-

WOODS: -
-------------
_ . Q OR -
TELEPHONE OR TELEGRAPH POLE: _ - EXISTING: -•? PROPOSED:-O-
-----------
TOWER POLE LINE: ? ------------
- - • - - 0 - 0 _ _-; ;
POWER POLE: -? EXISTING: J _ - PROPOSED - d- _ - _ _
EASEMENT LINE: I I - I - '-_
I
--------------------------
-------
GUARD RAIL:

SANITARY SEWER LINE: --------- ----------------------
SS. -
-
---?- _S_S-----------

WATER
LINE: -?
----i i i
._
-------------------
GAS LINE: -? -------- ----- - ----------------

BRUSH BARRIER
-? --- ---------------------------

EXISTING CHANNEL : -------- --------------
-' -? - - ??- - - -
'-
_
-- _______-___---- `
--
PROPOSED CHANNEL CHANGE:
FIBER GLASS ROVING: ? ------------- F G R ------

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
SR 1642
Cherokee County
Mr. Bob Johnson
US Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, NC 28801-2714
Dear Mr. Johnson:
March 8, 2001
LYNDO TIPPETT
SECRETARY
The North Carolina Department of Transportation (NCDOT) is proposing to grade, drain,
base and pave SR 1642, Glen Loudermilk Road, primarily along the existing roadway. In order
to construct this project in accordance with our current secondary road standards and due to the
extension of a pipe culvert carrying a live stream (unnamed tributary to Moccasin Creek, Class
C), we are requesting authorization under Section 404 of the Clean Water Act.
I am sending a straight-line diagram with the proposed erosion control, stream, stream
bank, and construction limits and various sites along the project where we will be in conflict with
the stream. In addition, I am sending a typical section of the road, cross sections, drawings for
pipe culvert replacements, general notes and standards on some erosion control measures, and a
marked map. We propose to install all the new culverts slightly below the existing streambed
elevations where bedrock is not encountered to minimize impacts to wildlife habitats and allow
the existing stream gradients to remain as unchanged as is physically possible. No threatened or
endangered species are known to be present in or near the project area; therefore, no significant
impacts are anticipated from project construction.
The best management practices will be 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 are being effectively controlled. If the planned devices are
not functioning as intended, they will immediately be replaced with better devices. The rocksilt
screens and other erosion control devices will be in place prior to pipe culvert construction and
will remain in place until the project is stabilized. PAYMENT
RECEIVED
Andrews District Office
P. O. Box 1551, Andrews, N. C. 28901
Phone: [phone]
CORPS ACTION ID.
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #):
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). SEVEN
(7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT
(SEE AGENCY ADDRESSES SHEET). PLEASE PRINT.
1. OWNERS NAME: /VoRV CA120LlNA DEPARTmEA/7 of IWAAlGpo27-A77-4
2. MAILING ADDRESS: Po. Qox /SS.
CITY : _ 4 ,c e;;ws STATE:
SUBDIVISION NAME:
Al CG
ZIP CODE: 2890 1
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE):
3. TELEPHONE NUMBER (HOME):
(WORK) : ?3zs. 3z/. 00$ .
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER:
WeSLE4 6?9In1D5TAFF 828.3z1.41aS
P.o. Box 1551 ?4?JD?t-mss, NL zB9c,l
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC
MAP OR AERIAL PHOTOGRAPHY WITH SCALE):
COUNTY: Gti67-0KEE NEAREST TOWN OR CITY: MvftPN"1
1
SPECIFIC LOCATIOPI (INCLUDE ROAD
ETC. ) SR I(o?? 2 GtE?.1 LouDE2MiLle. QoPcD ,
CHE2oKEE 4OU0 T`1
Unnamed -ft2tt3???`? ?
6. IMPACTED OR NEAREST STREAM/RIVER: Moee-Asi o f:oea L (,CLASS C.
RIVER BASIN: Ntv?A55r:E
7a. IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER
(SA), HIGH QUALITY WATERS (HQW), OUTSTAND NG RESOURCE WATERS (ORW), WATER
SUPPLY (WS-I OR WS-II)? YES [ J NO [vr IF YES, EXPLAIN:
7b. IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF ASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES [ ) NO [C ?
7c. 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?
8a. HAVE ANY SECTION 404 PERMITS B EN PREVIOUSLY REQUESTED FOR USE ON
THIS PROPERTY? YES [ ] NO [V IF YES, PROVIDE ACTION I.D. NU14BER OF
PREVIOUS PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401
CERTIFICATION):
8b. ARE ADDITIONAL PERM REQUESTS EXPECTED FOR THIS PROPERTY IN THE
FUTURE? YES [ J NO [ IF YES, DESCRIBE ANTICIPATED WORK:
9a. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND: 4 ACRE S
9b. ESTIMATED'TOTAL NUMBER OF ACRES OF'WETLANDS LOCATED ON PROJECT SITE:

2
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED
OUT IN WETLANDS. (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND
IMPACTS):
15. YOU ARE REQUIRED TO CONTACT THE U.S. FISH AND WILDLIFE SERVICE
(USFWS) AND/OR NATIONAL MARINE FISHERIES SERVICE (NMFS) (SEE AGENCY
ADDRESSES SHEET) 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: 03 /06' /01 (ATTACH RESPONSES
FROM THESE AGENCIES.)
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER
(SHPO) (SEE AGENCY ADDRESSES SHEET) REGARDING THE PRESENCE OF HISTORIC
PROPERTIES IN THE PERMIT AREA WHICH MAY BE AFFECTED BY THE PROPOSED
0 3? o 0 1
PROJECT. DATE CONTACTED:
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE OF
PUBLIC (STATE) LAND?
YES V NO [] (IF NO, GO TO 18)
a. IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN ENVIRONMENTAL
DOCUMENT PURSUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA ENVIRONMENTAL
POLICY ACT?
YES [ I NO [-y/
b. IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA
DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE?
YES [ ] NO [ ]
IF ANSWER TO 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE
STATE CLEARINGHOUSE TO DIVISION OF ENVIRONMENTAL MANAGEMENT REGARDING
COMPLIANCE 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].
4
,. ? ` 1 I? _ ? : ' ? , . ? t,. t Ic'y'' ^•? ,
I r
1
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' Gi _ 111 '- • 4,
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1 ` 41
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72
U ? ? I5? ? ~ f _ ; t
71,
? N L i? y ?I o 2 /',
3 l( \? _a r
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NOTTE
GEO
4154 If 5E 7.5 MINI
(MURPHY) "f9 2' 30" ' 540 000 FEET (GAS 'y2
Aq,
.,? ";,? ?`'j ' '-'? ! / 1 I •??. ) ° 1, 'I- f';,:. , \
x1
- •a? - { ''1 _ ? `'- ?/ , ,? ? ;r,`•_?~ ? ? • `tom • - - l ? \ ? ? ?? ?
' ? ??`, ) i , ? ? =>` /? ?... ? , ' J/ ? ?i L ? IJ;? { 'r'te r J71 '•' ?? ?-jt`• ?.,\ -"lV: %,\?`?`??it?j,?? ?
_ _ .? - 4 ,, ••" `_ ) t j `r `_ •,` '\ 1 ? ? ' 1 ?? ? -r CIS ` f ).; ?, ? ?
'?\ ?'+ ? ? ? i ) • ?`? ,J 1 \ i 1 ? ter; t ,_r? -Ti:.-?
, !' ?- _.._ _ -.. - 1' j i` ?1.. , ?• ?^.J .fin 1 t? ?
4 11 1SLTNA, t' ftur?fnl+at?+ ??? Mort' l tsov o a r
t ''GF?p (?i._ ?c 1/,va SL,rreeroacs7= r i
_ `; •?` r' 1 L? ??(. 1 lV`l`^_ rc'_".? 'mil: ?i'? li l\ \y` `"
j CA ?' ??; ^ ? % `-, : - \t ? ?, '? ? ---i ? `? I -? ?', `'? (113 J ???? 1 /???
aal ?\\#;
i / .6r I ? . `{ t • .P~?j _ t11e^?' ?i'..?- ` ? _ ??' ?' ?-mil _, /: ? ? ? 1 ?.?'??i ?? ?. QD
•'1767 ` , _ ` , _ .•` . % •? _ _ - -,
Cem
,ter ~1 rte, ?i ?`1 ?=..._ ?\ ? _, ,•t ._ ?? < ? ? ? l``\ I ? ?.^ ? •,? ?- i ? `,-? ?I>l ?? ?%1 "._,
_ t _. ,• •???_1 _? ??? `` _` _T 'i ' i?/? ?% :?• j;/ -'`J \;' i (fir t\r ?,--.-'
• I947; ? ? ,I ? a• t! ,L(?unles.- ? .` - _'?, ••1 '?=•? f i ? / ?'__
LVYLD9
-A' TA
_77 f
L \
tam - 941
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4=?' 'F0
N
Name: NOTTELY DAM Location: 034° 58' 40.6" N 084° 02'24.0" W
Date: 3/5/101 Caption: SR 1642 - Glen Loudermilk Rd
Scale: 1 inch equals 2000 feet Cherokee County
1 Permit Site A
copyright k1aptecri, Inc.
EROSION CONTROL PLAN
COUNTY.- CHEROKEE
ROAD NAME: GLEN LOUDERMILK RD. ROAD NO. SR-1642
WORK ORDER NO. 6.912116
FROM: STA. 0+00 AT INTERSECTION OF SR-1590
TO: END OF PROJECT
ADDITION: YES NO

IMPROVEMENT. YES xx NO
TO BE PAVED: YES xx NO
GUY WIRES
POWER POLES TO MOVE: YES NO xx
CABLE BOXES GUY WIRES
TELEPHONE POLES TO MOVE: YES NO xX
RIGHT OF WAY WIDTH: 601
SCALE: 1" = 50'
DATE: 2/22/01
I
i
I
1 112: 1 slope I
or flatter
6'
SHLD
CIL
9' 1 9'
I
i
i 1:1 slope
i
j or flatter i
I
1 >
4' i
SHLD. i 3'
j DITCH I
I
I
610'
RILV y
4.50 v - ' -
I 4.50
CHECK DAMS SPACED AS
REQUIRED
I
4.00 V
I
I
I 4.00

3.50 I
- 1-
i
I
I
3.50

3.00
v i

I
i
3.00
I

CHECK DA11S SPACED AS I
REQUIRED I
2.50 - - 2•50
v
610'
RIlT
I

2.00
v I
I_
I
2.00
SILT BASIN-TYPE-B
12x3x2 I

i
-- - -
- I- - EXIST. 15" CMP. TO BE
•50 I _ ? REPLACED 14ITH 18" CMP.
- - LT TO RT.STA.1+50
SILT BASIN-TYPE-B
12x3x2
I

1.00
I 1.00
I
i

CHECK DAMS SPACED I
AS REQUIRED
0.50 I
0
50
--- I .
I
610'
RI1
O+oo I O+oo BEGIN INT. OF SR 1590
9-50
9.001
8.501
SILT BASIN-TYPE-B
12x3x2
7.50
7.00
6.50
6+001
5+501
5+00
I
610'
7 R I IV
I
I
I
I
I
- 1-
I
I
I
I
I
I
I
I
I
I
R I 0v-=
I
i
I
I
I
I
I
I
I
- I-
I
I
I
I
I
I
I
I
I
I
I
610'
RIi?->
I
X9.00
8+50
50
00
50
00
50
5+00
EXIST. 15" CMP. TO BE
REPLACED WITH 18" CMP.
LT TO RT. STA.8+00
I
STR60-3 15+00 - I- 17
I
60
14+7 R I Zv
1-STORY
--- -,,. -7
BUILDING/BARN 14.50 - 1-
14+4 I Q
I
I
I
14+00
I
TEMP. SILT FENCE
& I
ROCK BERM
13.50 - 1-
17
I
I

13.00 I
i
_ - -
12.50
12.00
5+00 STR60.3
14.50
CHECK DAMS SPACED
AS REQUIRED
14+00
13.50
13+00
I
_ I 12.50
610'
? RIB
I
I
12.00
-I
I
"t "E --I -- --
11-50
I
I
i
I
11.00 1
- I
I
I
I
10+50
I
I
I
R ?
I
11+50
11.00
10+50
3611 CMP
ADD 10' TO INLET END
ADD 20' TO OUTLET END
STA.12+90
EXIST. 15" CMP. TO BE
REPLACED WITH 18" CMP.
LT TO RT. STA.11+66
9
STR60-4
20 + 00
19.50
19+00
18+50
18.00
17.501
17.001
16+501
16+001
15+501
- I- 7 20 + 00 STR60.4
I
610'
_
R I IV
V 19+50 CHECK DAMS SPACED
1
I
I AS REQUIRED
I

I
I
19+00
I
I

I
I

fe+50
Z,
I
I

- I-

©

18+00

HECK DAMS SPACED

I AS REQUIRED
I
1750
610
_ Rlt
i
I
I_
I
I
v
17+00
I
I

16+50

HECK DAMS SPACED
1
I
I AS REQUIRED
I
I_
I
I
17
16+00
i
I

I

v 1

5+50
I
610'
_
R I IV
S TR60-5 25 .+ 00 - +00 V STR60.5
CHECK DAMS SPACED
TEMP. SILT FENCE 610. AS REQUIRED
& 1 R I IV >
ROCK BERM 1
24.50 24.50
- I- SILT BASIN-TYPE-B
1 12x3x2
I
- - - - - --- EXIST. 15" CMP. TO BE
REPLACED WITH 18" CMP.
24.00 IRT TO LT. STA.24+15
I
I
I
I
23.50 _ 1_ '`tT) 23.50
I
I
I
23.00 v 29.00
I
CHECK DA14S SPACEDI
AS REQUIRED I
I -I
22+50 22.50
610
RI[V--
I
I
22.00 22.00
I
I
I
SILT BASIN-TYPE-B
12x3x2
2i.5a
I
I
_ I
'- zi ADD 18' CMP. RT TO LT.
STA. 21+15
21+00
I
. I
I
2o.so 1
20+50 CHECK DAMS SPACED
AS REQUIRED
i
610
RIL
S TR60-6 30 + 00 - 30 + 00
I V STR60-6
I
610'
R I IVY
29+50 v 29+50
I
I
I
I
29+00 1
- v 29+00
I >`
I
I
I
TEPiP. SILT FENCE ",." Q ze.so CHECK DAMS SPACED
& I AS REQUIRED
ROCK BERM
I
I
26.00 1- v 26.00
I
I
I
I
27+50 27.50
610'
RIT
r if
- - - EXIST 1 "
27.00 1- v 27.00

6+50 I
I
I
I
_ 1-
I
I

EMP. SILT FENCE 26.00 I
I
&
ROCK BERM
I
I
1
25+50 -
_
I
I
610'
RI[V -
S -?- nn I
TO BE
REPLACED WITH 18" Clip.
RT TO LT. STA. 27+25
126.50
26+00
25+50
917 nn
CHECK DAMS SPACED
AS REQUIRED
STR60-7 35 + 00 - - 35 + 00
? STR60-7
r
6 1 0'
-?
R IV
34+50 34+50
34.00 I 34+00
33+50 33+50
33.00 I_ 33+00
32+50 _ I 32+50
610'
RIj
32+00 32+00
31+50 _ I 31+50
31+00 _ I 31+00
J0+50 _ I 30+50
6 1 0'
R IV-
?n nn I >n nn
=Ecos-s-m- EROSION CONTROL
DETAILS & SPECIFICATIONS
STD. NO. I DESCRIPTION I SYMBOL:
PG. NO.
245.03 TEMP. SILT DITCH TSD
245.05 TEMPORARY ------ - ---- r
DIVERSION TD
893.01 TEMP.SILT FENCE
S90.05 TE?IP.SLOPEDRAIN ----------- -
WITH EARTH BERM T
245.02 SILT BASIN --_ _----_-_-- -
V1-12
TYPE-B
895.10 TEMP. ROCK SILT CHECK
TYPE-B Q Q Q V1-16
- - - - - _ _ _ _ _ _ _
892.02 TEMPORARY _ - " '
ROCK SEDIMENT DAM I x-20
TYPE-B '
- - _
897.01 ROCK PIPE INLET _ -
PROTECTION-22
894.01 - ---- ------ - -
V1-24
ROCK SILT SCREEN
- -. - .-. - -- - - - - - - - - - - - - - -- - - - - - - - -
DESCRIPTION
SYMBOL
EXISTING FENCE: :___3 OR - -E
-------------------------------+--
PROPOSED ROAD: ii?Em
EXISTING ROAD:
RAILROAD:
CONTROL OF ACCESS LINE ---------
??
SLOPE STAKE LINE: EEE?_
BRIDGE: ::?
CONCRETE CULVERT:
CMP PIPE CULVERT -?
------ - ------- ----------------
--------------- C -----------
--------------------
--------------
--------------- -----------------
WOODS: a •/---------- -
O ??'®
OIL
TELEPHONE OR TELEGRAPH POLE: = - - EXISTING: -.tom. PROPOSED: -O- -
TOWER POLE LINE: - - o ---..- p _ ._- a _, _-•'; -
POWER POLE: EXISTING:- c? - _ - - PROPOSED ----------------------

EASEMENT LINE: --
----------•---- I -I.
I

GUARD RAIL: .------
_
SANITARY SEWER LINE: --- - -S_S_ - -
S. S. ---- > -
WATER LINE: ? - - - - - -
--q

GAS LINE: - -
- - - -
-
ap,
BRUSHBARRIER ---------------------------------

EXISTING CHANNEL : --------- ------•-------

~
-- ----------------
---------
PROPOSED CHANNEL CHANGE:

FIBER GLASS ROVING:
- ----------
--
-•-'-FGR - - ------