20010391 Ver 1_Complete File_20010316

O?O? wAT ?9pG Michael F. Easley
Governor
r William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Kerr T. Stevens
Division of Water Quality
March 20, 2001
Cherokee County
DWQ Project No. 01-0391
SR 1326, Joe Brown Highway
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 90 linear feet of an
unnamed tributary to North Shoal Creek for the purpose of upgrading SR 1326 (Joe Brown Highway) 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), http://h2o.enr.state.nc.us/ncwetlands/
Page 2 of
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,
W. Ste
Attachment
Pc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
NCDWQ Asheville Regional Office
Central Files
? MAR 16 2001
N, d ^
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY March 8, 2001 LYNDO TIPPETT
GOVERNOR SECRETARY
s
SR 1326 !'? D+ PA
Cherokee County RFcl /'
V
Mr. Bob Johnson
US Army Corps of Engineers 010 S
151 Patton Avenue, Room 208
Asheville, NC 28801-2714
Dear Mr. Johnson:
The North Carolina Department of Transportation (NCDOT) is proposing to grade, drain,
base and pave SR 1326, Joe Brown Highway, primarily along the existing roadway. In order to
construct this project in accordance with our current secondary road standards and due to the
proximity of a live stream (N. Shoal Creek and tributaries, Class C), and extension of pipe
culverts, 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
Phone: [phone] Fax: [phone]
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,

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
010391
DEM ID:
CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT 4):
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 : MO M i RMQLIAA DEpARTMGNT of TAMSPVTTArloAJ
2. MAILING ADDRESS: PD. Sox 1551
SUBDIVISION NAME:
CITY: ,46cew5 STATE: AtC ZIP CODE: 28901
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE):
3. TELEPHONE NUMBER (HOME):
(WORK) : Ins. 321. 4IC6-
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER:
%AI - . - 6RIMPSTAFF Pr1'. ZS 3zl•'{IO5
0. Box I66-1 ANIw2eL s , f. C 2a9o1
S. LOCATION- OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC
MAP OR AERIAL PHOTOGRAPHY WITH SCALE):
COUNTY: GHERoKEf NEAREST TOWN OR CITY: NIVRPNI
1
SPECIFIC LOCATION (INCLUDE ROAD
NUMBERS, LANDMARKS, ETC.) : SR 132(6. ToE 81zownl Hic,HWAli
r
C HERflKEE CovN f`1
6. IMPACTED OR NEAREST STREAM/RIVER: QwwAMED TR1BVTA21t5 of N. SHoAL, CgEtK [c?ASS c,
RIVER BASIN: NSW ASSES
7a. 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 [?T' IF YES, EXPLAIN:
7b. IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
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 EEN PREVIOUSLY REQUESTED FOR USE ON
THIS PROPERTY? YES [ ] NO [W IF YES, PROVIDE ACTION I.D. NUMBER OF
PREVIOUS PERMIT PSID ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401
CERTIFICATION) :
8b. ARE ADDITIONAL PE Y T REQUESTS EXPECTED FOR THIS PROPERTY IN THE
FUTURE? YES [ ] NO [v] IF YES, DESCRIBE ANTICIPATED WORK:
9a. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND:' / 57 AcRes
9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
,A/o4E
2
10a. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING:
FLOODING:
DRAINAGE:
EXCAVATION:
OTHER:
TOTAL ACRES TO BE IMPACTED: 'yoxlE
10b. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF
RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION):
LENGTH BEFORE: 'So
AFTER: 80
WIDTH BEFORE (based on normal high water contours): 1-21 FT
WIDTH AFTER:

AVERAGE DEPTH BEFORE: O.S FT AFTER: o. S FT
(2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL: V
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
WHAT IS THE EXPECTED POND SURFACE AREA? /J1A
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF
MECHANICAL EQUIPMENT TO BE USED (ATTACH PLANS: 8 112" X 11" DRAWINGS
ONLY):
INSTAj..ATl04 pF ONE (1) L/NE OF CMP (40 LF)
r
ahd onlE C?) LANE of 3fo" GNP C q?o LF)

%RAc.KHoE SAcKl-JoE AN D L.oAZEZ L101LI- IRE V7-1 L1ZED
To /ti1STAL- PIPE
13. PURPOSE OF PROPOSED WORK: WIDE/J 1q)4 D PRVE E ,A15T//) § SFc0nl'Di4oe`)
RoADWA j 7b GVRREAJ T rI C.DOT 6-rANJ D,4 -'DS
3
19. STATE REASONS
OUT IN WETLANDS.
IMPACTS):
411A
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 - o S - of (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 - oS - o I
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE OF
PUBLIC (STATE) LAND?
YES [v]"N0 [] (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 [ ] NO [,?-*"
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].
WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED
(INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND
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 MANAGEMENT PLAN IF REQUIRED.
e. WHAT IS LAND USE OF SURROUNDING PROPERTY? FofzcS-r RE-so oRco5
_ Fsi9MLAAlp RE'SiDg1c/TIA-I-
i. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?
N/A
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 2"WENTY 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.
OWNER S/AGENT' SIGNATURE
ot, A4h ecH 2oa /
DATE
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED (18g.))
5
EROSION CONTROL PLAN
COUNTY.•
CHEROKEE
ROAD NAME: .roc BROWN 11WY. ROAD NO. SR-1326
WORK ORDER NO. 6.912116
FROM' CENTER LINE OF SR-1325 ON STA. 0+00
TO' E.O.P. STA. 82+86
ADDITION. YES NO xx
IMPROVEMENT. YES NO
TO BE PAVED: YES xx NO
GUY WIRES
POWER POLES TO MOVE: YES NO
CABLE BOXES GUY WIRES
TELEPHONE POLES TO MOVE: YES NO
RIGHT OF WAY WIDTH.
SCALE: lit = 50'
50'
DATE:
03/06/01
I
i
i
I
1 112: 1 slope I
or flatter ??.
/•?• 1,
6'
SHLD
9' 9' I 4'
CL
i
i ?
i 1:1 slope
j or flatter
I
---------------------
SHLD. i 3'
j DITCH I
--------i I i

? I

Z
?l D
4
U ?x
-/ '`•f `' 01'1 s_
_w C

0
y
m

m m
ro
0
?

m W
m
N o
? E
n L

S ?

s
A -
n "S•? z
i O `' 1
a
N
?^ `f •? m
14'03•

}
01,
0

I(III?;%J

?x
N vV t?-r'' ? lam/
r? arrett eM
I
<Default> - 2 Markers, Length = 555 eet Site 2 - 035 11'50.0 , 084 12 49.4' Site - 035 12'01.8-IN, 084 12-,a.-O"
Name: UNAKA Location: 035° 11' 42.9" N 084° 12' 08.5" W
Date: 3/6/101 Caption: SR 1326 - Joe Brown Highway
Scale: 1 inch equals 2000 feet Cherokee County
2 Permit Sites
opyrng (G) 19P, aptech, nc.
Q
&H:B. I SILT BASIN-TYPE B

30C.C SILT SCI EEN ??
R ?v 8x3x2
ItEI'LACF W/211" CFt('
I

. so - -
1 ti" I CMI' 4.50
`
-I
®
I SILT BASIN - TYPE B

I 12x3x2
4.00 I ® ,.00
I
I

SILT FENCE & ROCK BERM I
I

CHECK DAMS SPACED AS REQ.-
3-0 3•W

I
I

7.00
I
I
1 3.00
-I
I

2-50
r I

I Q
2-50

2-00 R1IV
I

I
I Q
2,00
I

SILT FENCE & ROCK BERM

1.50 I
I
_ I Q 1. 50

I-

CHECK DAMS SPACED AS REQ.1
cIIEC DAM,'
I
1.00 J . 1.00
? I
I
1
I O
0-50 0-50
I NOTE: MOVE FXI3TINC SIZ-1325 TO
I I11' COMING INTO i N'1'[iitSFC'(' i ON F01(

o. CONSTRUCT 1 ON OF CI11' 51,01'F ON
0
izl S1?-1320
0f 00 .?. - 1- 0+00
BEG. PROJECT AT STA. 0+00 ON CENTER LINE OF SR-1325 BURRELL MT. RD.

------ - - -r- - c vv JlliJU-Z
® - _ d REPLACE H/18" CMP
RIP RAP DITCH _
X15" 0' CHI)
SILT BASIN - TYPE B SILT BASIN - TYPE B
8x3x2 9' ( 9#50 8x3x2
- I- 4
D I
I
i
9000 0 - I- ^ 9400
CHECK DAMS SPACED AS REQ. I G•?
I
I
e,? A I e45"o CIIECK DAMS SPACED AS RE
I DR.
J I
8,00 I 8#00 SF 8RB
-i
I
I ;
7450 _ I 7.50
=SILT8BASIN TYPE B
510 2
R 11V ,
0 I 4
I
7#00 _ I 7.00
I
I D
I
_ I 050
e#s0 8
I
SF & ROCK BERM I CHECK DAMS AS RE Q.
I ?
I
6400
I WW
I
I
I
I
_ TYPE B
I 8x3x2
24-!' J- CMP
ROCK SILT SCREEN REPLACE H/36" CMP
YffO® m II f f?®

-^-- -- .? xc?rvv SIR50,1
i 510'
\ ..._ Rj tv----;
S.F. & ROCK BERM r„50 I
1450
-
-
I FRANK E. ADKINS
P.O. BOX 494
i CHATTANOOGA, TN..37401
I (2)
I
14400 1- Q r4400 CIiECK DAMS SPACED AS REQ.
1811 I CMP _
ROCK SILT SCREEN -- -? Q REPLACE H/24" CMP
- - ` -
r ? JA ??l
(
1345WO 0450 SILT BASIN
- 1- TYPE _ B .
I . 12x3x2
13+25

S.F. & ROCK BER14 1
} 1x400 13loo
I 0

1.50 1 12,50
-
1
RI
I ?
I

. 11400 1 1100
-I
p
I (1)
11450 _ I 11450
I
•I
I ?
I
11'00 1100
S.F. & ROCK BERM
I CHECK DAMS SPACED AS REQ.
1 LD
1050 10,50
I
I
510'
-•RIIV-

'?w
y', <
<
PL
Y 1
/ 510'
\_ ._.. RIW -- j
ID'S0 _ I _ ® ID50
1
• I CHECK DAMS AS REQ.
S.F. & ROCK BERM I DONALD R. DAVIS
I L- 9921 WOLF CREEK TRAIL
I L CIIARLOTTE, N. C. 28269
ID00 19400 (3)
I
I
• I
18.50 I 18#50
-I
I
1
18+05
tefoo _ _ 1e.? - - -- - -
ROCK SILT SCREEN
® - --J?tJ Q--[ REPLACE W/18" CMP
(1) 15" I CHI,
SILT BASIN-TYPE B
17450 IJ-SO 8x3x2
/ 510'
I
I
u•00 I 17.00
- I_
I (z)
S.F. & R.B. 1 CHECK DAMS AS REQ.
1850 re450
I
• 1
I
16400 400
ROCK SILT SCREEN ( f' Q REPLACE W/18" CMP
5" I CHI,
I ? SILT BASIN _ TYPE B
15450 _ ( 8x3x2
_ 1550
I ?
I
510-
-RI W---?
Bsfoo - I_ a .$s+®c?

510•
RIW -
21450 _ I_ 24450 _
S.F. & R.B. I CHECK DAMS AS REQ.
I
I
21-00 1_ 24400
I _
15 1
ROCK SILT SCREEN _r CbP_
_ - ? - ??? Q REPLACE H/18" CMP
ALMA RUTH PICKELSIMER 23.50 23150
I SILT BASIN -TYPE B
RT 1 BOX 37 8x3x2
TURTLETOHN, TN. 37391 1
(4) I O
I
23.00 I 23.00
1
I
I ^ (3)
I
S.F. & R.B. 22450 224x0 CHECK DAMS AS REQ.
510'
R1W
I
I
22.00 22.00
I
• i !J
I
I
ROCK SILT SCREEN CMP_ r
450 2TIM REPLACE H/24" CMP
SILT BASIN -TYPE B
•I
21+15 8x3x2
21.00 _ 121.00
I
I
I
(1) I
20050 _ I © 2050
S. F. & R.B. I CIIECK DAMS AS REQ.
I
i 510'
R I W. -®?
Q®+?O 1 2®+?®

ROCK SILT SCREEN
R,W
20.5 5" T CMI' 20
I ®?
I
I
I
7D•oo - (- ? 2a?oo
I
i
I
SILT FENCE & ROCK BERM I
ze?5o _ 1 Q 2e?5o
I
,c
M
•':rl i t'. 76400 1 2e?oo
I O
- .- ,- ----- 77-50
27.50
i S 10'
. L
ROCK SILT SC t .- RrIV =
REEN
_
1?5" I CHI,
77400 _ 1_ 1GC!
I 27400
I p

76?so I
_ 1
2650

S.F. & R.B. I
Ie.oo -_ 1-
t
I 26400
8l'
CMP
ItEPLncE W/ia" cMP
1 SILT BASIN - TYPE B I
8x3x2
CHECK DAMS AS RE0.1
(3)
Q?REPLACE H/la" CMI'
SILT BASIN -TYPE
8x3x2
CHECK DAMS AS REQ.
b ®---?--
ROCK SILT SCREEN - _ REPLACE H/24" CMP
I r?J
I SILT BASIN TYPE II
S. F. & R. B.
25#50 25'50 8x3x2
I Q
I
51p CHECK DAMS AS REQ.

J _...._ 34+86
DR. 510' DR.
---.\ --RIIV--? -
1 - - --
34#50 ] 450
I SILT BASIN - TYPE B
• I © 12x3x2
I

31#00 I
I i l
-I
i
,,,00

•
33#50 i
I

33,50

GLEN DAVIS
I C/O MRS. OPAL DAVIS
I RT 5 Box 190-A
I MURPHY, N.C. 28906
,: = I (5)

J]WO
?
-(-
]]-00
SILT FENCE & ROCK BERM I CHECK DAMS AS REQ.

,,a; ,? (4) 31450 I 0 37450
510•
\. 'R, IV ---
T
18" I CHP
ROCK SILT SCREEN ® I-- ? REPLACE W/24" CMP
_
37.00 ®
i 37-00
SILT BASIN TYPE B
I 8x3x2

31.50 I
_ I 0
31450
I 31+35
' I

S.F. & R.B.
3f400 I
_ 1
3f-00
CHECK DAMS AS REQ.
I
I (3)

.70.50 I
3
I
0450
I
510'
\ . ..__RIIV

1TF
/..__ 510, (8)
RIW._. __i
JD50 ? 1 7?50
CHECK DAMS AS REQ. 1 S.F. & R.B.
1
I
MARY M. LINDSEY JD'00 _ I
1507 EDGEVALE RD. - REPLACE =W/18" FT. PIERCE, FL. 34982 - -
(9) ROCK SILT SCREEN
SILT BASIN - TYPE B '
8x3x2
CiiECK DAMS AS RE Q t S.F. 8R.B.
i
»,a0
510' (5)
RIw
I
MELVIN
21 DEHAR. 37400
NEWBERRY, 29108 I
(7) I
I
38,50 ® - I
_ Je•s0
I
.I
Jewo 0 _ I 3e•00
35+90 1
I
ENOCH & DEVONNA MARTIN
RT 4 BOX 107
MURPHY, N.C. 28906 I
.(6) 35050 _ I_ ?eso
® I
CHECK DAMS AS REQ.
i S 10'
RIW
3?f®® _ I_ 3E3+'?O
. -f-m-
I' L
acv - vv © I ?, SFty*Q!(?
'
1
5
0
- RIIV
. 44450 Q t
-I 44+50

CHECK DAMS AS REQ-Tr
. I

I
44100 _
I 44400
I
4J•50
I
I 43450

0 I
I
43.0 43400

7i (9) 42450 _ 1 42#50
S 10'
i R I tV._

0 I
I
42400 I_ 42400
I ''
I S.F. & R.B. I
SMSM
CLYDE, FLOYD, GLEN, & KENNETII DAVIS
RT 5 BOX 188
MURPHY, N.C. 28906
(8)
_rC
' ? REPLACE H/18" CMP
SILT BASIN TYPE B ® 1 1? ROCK SILT SCREEN
8x3x2 4450 _ I 41450
I DR.
I ?
4f400 "A _ I 41400
. I
I
CHECK DAMS AS REQ. 1 S.F. & R.B.
I
40#50 40#50
I
I
i S 10'
-- - - R I IV- i

5/H3 -IJ
S.F. & R.B. i 510' `? - -
- RIW-_7 - -
d r.
49450 I ? - - - - -
49450
\ I
a?
not c -?
P RAP DITCH
I SILT BASIN TYPE B
12x3x2
(9)
I CHECK DAMS AS REQ. f
o i VA \
,9cool)
I
SILT FENCE & ROCK BERM
I Ind i -> A REPLACE N/18" CMP
D I
I ?
15'! I CMP
_ - ?s?50
ROCK SILT SCREEN
I

46400 I
I
-
-
(6400
I
0
I
I
I
(8)
47450 47450
510'
RIW ,
110
I S.F. &
17•? I
-I N?oo
I
? I
I
?e?s0 _ 1 ?e?5o
•I
® I
I
?ewo - 1
I !8400
- T -
SILT BASIN TYPE 510'
8x3x2 ` R I n7 .
-?•Bf®®? - I- s 'Slt?f?®
S..F & R.B. RIW CIiECK DAMS AS REQ.
54.50 I 5tf50
-1
I
_is" I cMP _
_ _1.-- ?? REPLACE W?18" CMP
ROCK SILT SCREEN r
P.O. BOX 13817
GREENSBORO N C 27405
® 51400
I
I SILT BASIN TYPE B
Q 12x3x2
I
I
5.1450 57#50
I
I U.S.F.S.
I (1)
(10) I CHECK DAMS AS REQ.
SILT BASIN TYPE B
8x3x2 ® ( Q
ROCK SILT SCREEN j
52.50 ( 5rso
?_t?, ? ? GOOU ! r t r
57.00
I S.F. & R.B.1
' ei•50
1+25
al
(9)

43 ®fcp o
24" I CMP
I SILT BASIN TYPE B
I 1223x2
s2-00
I
i
I
_ I 51.50
I
.I
F 51+25 PL
I
_ 52400
I
I CHECK DAMS AS REQ.
I
I ®?
_ I 50450 (8)
I
I
slo'
- RW-®•
_ I- s®+?®

594501
I SILT FENCE & ROCK BERM r
(1)

j S.F. & R.B.,
(io)
59.00
55400
5750
57400
55.50
55#50
ss1-oo

i
s l a.
RI IV --i
_ 1_
I
I Q s9?so

?
I
I

I
I

59+00
I
I
_ I
1
I

0

se?s0
I
I
I
-I
1

Q?

55400
I
I

57-50
s l o'

- R I IV- \
---/
I
1
-i
I
4
57400
I

I-
I
58450
,
. I
r I
CHECK DAMS AS
(1)
I ® ` CHECK DAMS AS REQ.
_ 55400
I
_ I 0 ss?so
I
I
s10' \
- - R I ?y - --,
:71.
S.F. & R.B.
i 510' _
RIW SILT BASIN TYPE B
I pppyyy 12x3x2
ROCK SILT SCREEN
-'? REPLACE H/18" CMPi
64a 01

SILT FENCE & ROCK BERM
(1)
8i.M
83-00

82400
61.50
ar,
e r.oo
604501
15" ( CMP
I ® SILT BASIN TYPE B

I 12x3x2
61.00
I
I
I ?
I
_ I_
I
I
©
6750
I
e3-00
I
I A

I CHECK DAMS AS REQ.

I (1)
_ I 82.50
i 510'
R w
I
I
I
-I 62.00
I
I
1

I 81.50
.I
. I
I
0
.
81400
i
? i
i
i
p
?--- SILT BASIN TYPE B
8x3x2
511
I CM1
ROCK SILT SCREEN ® -
REPLACE H/18" CMP
lTy•-_-T q-lv
SILT BASIN TYPE B
12x3x2
0

HERMAN & WILMA MURPHY
RT 5 I3OX 178
MURPHY, N.C. 28906
(11)
S.F. & ROCK BERM
Y v
I
/ 510' \
\ .... RIw---/
69.30 1 ® 69.50
-I
I
I
LARRY C. & ALMA N. HOOPER
99 LANE BYRI) BLVD.
AVON PARK, FL. 33825
(12)
i D
69.00 I 89.00
CHECK DAMS AS REQ.
68+75 1 68+75
i v
ec•5o _ I_ 80.50
I
I
v
1
I SILT BASIN TYPE B
ee?oo _ _ ® ee?oo 12x3x2
ROCK SILT SCREEN ? 1 -
-I- -
REPLACE W/18" CMP
15" i CMP
67.30 ? _ I e7•So
510' Q
R I tV ,
I
I
07.00 _. I_ v 67400
I
I
,(1) ( (1)
I
00.58 _ I_ v 80.30
SILT FENCE & ROCK BERM I CHECK DAMS AS REQ.
•I
I
I
00400 68400
i
I
I
63450 V 65450
I
I
/ 510,
RIW ,
68fOU - I_ v
P

510'
R I tv---,/
71450 1 74.50
-I
I
I
S. F. & ROCK BERM I CHECK DAMS AS REQ.
71400 1_ Q 74-00
I
I RALPH ROSE
73,E _ I- 73so P.O. BOX 1045
I MURPHY, N.C. 28906
I (13)
1
1
7300 73-00
• (11) _ _ I _ _
' ? _ ?_ ? nDD 18" CMP
ROCK SILT SCREEN 72.50 7250
i 510' SILT BASIN TYPE B
R1IV' 8x3x2
I ?+
72#00 1 72#00
-I
I
71+75
71450 71#50
I ?
.I
' I
S.F. & R.B. I CHECK DAMS AS REQ.
7fwo _ 1_ ? S.F.
(12)
I
I
I
70#50 70450
I
I
i 510'
\ _...-RIw .__..?
?®#10 O - 1- 0 ®®V40
PI

REPLACE H/18" CMP I
- 5- 0. -
R
ROCK SILT SCREEN
79.sa I
-I
I
I 794
I
70400 ( 70#00
. -I
I
I
7850 I 0 78450
ISILT FENCE & ROCK BERM -1-
SILT2BJS1N TYPE B
DENNIS & JANICE WILCOX
RT 1 BOX 67
TURTLETOWN, TN. 37391
SILT BASIN TYPE B
I CHECK DAMS AS REO. 1
?j LL-1 %J MU IIY 78,00
78400
P.O. BOX 1033 I
MURPHY, N.C. 28906 I
r( 14)- f 1 1
L
I
77450 17#50
i S 10'
RIW ,
I
I
77.00 I ® 77400
-I
I
78450 - 1 © 78480
'I
. 1
I 0
78400
ROCK SILT SCREEN ® ® I-
51 1- CMP
(13)
REPLACE H/18" CMP
SILT BASIN TYPE B
7s,5o _ 1_ l 8x3x2
I
(11) I
i S 10'
Pl
511iW-11
510'
RI1 ,
e?•5a (
-I
I 84450

81.00 I
I
I
- I-
I

e?•oo

83.50 I
I
I
I
e?.5o

63-00 I
I
_ I

e??o0
INTERSECTION SR-1314 E.O.P. 82+86 f 82+86 E P
ER E
I

81.50
0 I
_ I ®
62.50
/ 5
0

R W -..--
\
CHECK DAMS AS RE
Q i
1
CIIECK DAMS AS REQ.
i
p I
82.00 I_ ®
I 61,00
V I
(14)
- I
1
(15)
61.50 -
_ ©
I el• o

V 'I
?I
SILT BASIN TYPE B I
12x3x2 1400
81.00
0
I

SILT FENCE & ROCK BERM
CHECK DAMS AS REQ
I .
80.50
I e0.50
i
510.
\ ._... _RlIV
°
80+'x® - I_ ®+?®

SITE 1

OLD & NEW
C
CHECK DAMS
SPACED AS
REQUIRED 0

ROCK SILT SCREEN EXIST. 30'x 24"

SILT FENCE

ROCK BERM

$
r STA. 52+40
Off,
C

AS CK DAMS SPACED
REQUIRED
CMP. 2' BRANCH
SILT BASIN
TYPE B
12'x 3'x 2'

:>[!AS CK DAMS SPACED
REQUIRED

0

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

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

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

-
-
-
-
-
-
-
- ?-
-
_
_
_
-
_
_?
-
_
_
-
-
_
-
-
-
-
_ - - - - - - - - - - - - - - - -

- M PH

T - - - - - -
- - - --- - - - - - - -
4
-
_

'l ow
r,
-
-
-
-
-
-
__
_?'
-
-
-
-
_

- - -1 S 1 3 ' ' '?
- - _ _ - - -Il 0
A T?

- - - - - - - - - - - - -
- - -
1
- - - - - - - - - - -
- - - 1
- - - -

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

- - - - -
SITE 2
NEW & OLD
CL
I ROCK SILT SCREEN
T
L -
STA. 54+13
4
-
- -----_-_- -?-
- - - - - -
E
- - --- - T - - r -
--------
-1 -?- - - - f - -- ---f-
--
{ - --- q---rt -- IT
CHECK DAMS
SPACED AS
REQUIRED
1' BRANCH
SILT BASIN
TYPE B
12'x 3'x 2'
0
H
c?
SR-1326
CL
I
I
END BUFFER ZONE I 48+25
I
I
I
I
48+00
I
47+50
I
I
I
i
I
I
BEGIN BUFFER I 47+00
ZONE
I
STA. 47+00 - 48+25
ED
0
RO
SE
F
AD
10'
10'
SILT FENCE
ROCK BERM
18'
10'
-- 251
---------------
STA. 56+00 - 61+50
40,
25' T
141
CL
61+50 ( END BUFFER ZONE
61+25
61+o0
121 61--- 60+50
NOTE: I ,
SHOTS TAKEN FROM
SHOULDER OF ROAD 60+00
9'
-------- 59+50
12' - ---- 121
-- 59+00
SILT FENCE
ROCK BERM
4'
- - - 58+50
2'
58+00
2' 57+50
12'
/4,
-- - 57+00
56+50
/5'
- - 56+25
---
- - - - - - - - - - - - - J - - ----
28 56+00 I BEGIN BUFFER ZONE
SR-1326

SR-1326
STA. 63+50 - 65+50
_28 I
_ __? 65+50 END BUFFER ZONE
11'
8'
-- 65+oo
SILT FENCE
64+50 &
ROCK BERM
12'
- - - - 64+00
18'
-----`-251- 63+75
•--- 751
63+50 BEGIN BUFFER ZONE

ECDS-SIR. EROSION CONTROL
DETAILS & SPECIFICATIONS
STD. NO. DESCRIPTION: SYMBOL: IPG NO

246.03 TEMP. SHIP DI'T'CH TSll VI-2
- - -
246.06 TEMPORARY ---- -- ---._--''--
DIVI;RSION ..-? 'I'D
-- - - - - - - - - - - - - - - - - - - - - - - - - - -
893.01 'I'EMP.SILT FENCE ?? I V1 G
890.06 -TEMP. SLOPE DRAIN - Vl 8
WITH EARTH BERM
- - - - - - - - - - - - - - - - - - -
246.02 SILT BASIN ?-I2
C
'T'YPE-13
---- ---------- ---------------
896.10 TEMP. ROCK SILT CHECK VI-1<i <I
G
TYPE-13 a
-- -.- - _ - - - _. - - - - - - - - - _. - _. - _.-
892.02 TEMPORARY VI 20
ROCK SEDIMENT DAM
TYPE-13
----------------------
ROCK 1 PIPE INLET VI-22
PROTECTION
. - -_ - _. - _- - ..-- ?.- .?. r .?. ?? .-.. - .-. - - - -
894.01 VI-24
ROCK SILT' SCREEN
- - - - - - - - - - - - - - - - - - - - - -- - - - - --

DESCRIPTION S YM.BOL
EXISTING FENCE: -?- OR
._.-----•_----. •- .--•----- 4 .
PROPOSED ROAD: -.
EXISTING ROAD: - ,_ - - - - - " "
RAILROAD: _ -------• ---. ------ - ---•---•_..
CONT'ROLOFACCESS LINE --------- --------•-----------C • -------•--
-EED-.
----------------.-• _ ;,------
SLOPE STAKE LINE: -? • ' • " _
BRIDGE: -a .-._.
---------------
CONCRETE CULVERT: -?
CMP PIPE CULVERT ? - - - - ? - - - - - _ • - -
WOODS: OR
TELEPHONE OR TELEGRAPH POLE: -? - EXISTING: -•Q• PROPOSED: -G-
TOWER POLE LINE. ?- - -- o - - p .-._ ._.- o - _. -; -
POWER POLE: EXISTING:. ?. _ • _ •PROPOSED _....................
_d- - - _ . _ -
EASEMENT LINE: -? I ?.................
`GUARD RAIL:
SANITARY SEWER LINE. '-->. _S_S. _ --- . - . - -•S _S. ---,-> .
•
WATER LINE: ?- ------_._
GAS LINE: -? ------- ^•--- . .. ...............
? .................................
BRUSH BARRIER 7777
-------- ----•---------
EXISTING CHANNEL : ?- ~ - -- - .
PROPOSED CHANNEL CHANGE:
FIBER GLASS ROVING: ?- ------•-----•-FGR - •-•-•-
------------------------------
-?-A?}° I14R 16 X01
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY March 8, 2001 LYNDO TIPPETT
GOVERNOR
SECRETARY
SR 1326
Cherokee County
Mr. Bob Johnson
US Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, NC 28801-2714
Dear Mr. Johnson:
The North Carolina Department of Transportation (NCDOT) is proposing to grade, drain,
base and pave SR 1326, Joe Brown Highway, primarily along the existing roadway. In order to
construct this project in accordance with our current secondary road standards and due to the
proximity of a live stream (N. Shoal Creek and tributaries, Class C), and extension of pipe
culverts, 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. 2S901
Phone: [phone] Fax: [phone]
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 : AJO IN n>zoLW8 PARTm961T OF TA45PD9TA7'Ionl
2. MAILING ADDRESS: RD. Sox 155/
SUBDIVISION NAME:
CITY: 14NDCEWS STATE: A/C_ ZIP CODE: 7-8401
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE):
3. TELEPHONE NUMBER (HOME):
(WORK) : 828. 321. 41oS
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER:
WESLE`1 6RI40STAFF ?A*. $Z8.3z1.4I057
o. sox 1551 At4wzELLs, t?G 2saoi
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC
MAP OR AERIAL PHOTOGRAPHY WITH SCALE):
COUNTY: GHEROKEC NEAREST TOWN OR CITY: MvRRAti
1
SPECIFIC LOCATION (INCLUDE ROAD
NUMBERS, LANDMARKS, ETC.) : SR 132(o . Toe Swow)J Hoc t+wAy +
C NeRoKfiE CouNTl
6. IMPACTED OR NEAREST STREAM/RIVER: QW10AMED T¢%E5,YT AruES o?= IJ. SHOAL <f9E-X1L &`ASS G
RIVER BASIN: 1A1v4 ASSg6
7a. 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 [v]im IF YES, EXPLAIN:
7b. IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
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 EE14 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 PETT REQUESTS EXPECTED FOR THIS PROPERTY IN THE
FUTURE? YES [ ] NO [v] IF YES, DESCRIBE ANTICIPATED WORK:
9a. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND:-
1•5-7 . AcrcES
9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
^/o4E
2
10a. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: EXCAVATION:
FLOODING:
DRAINAGE:
OTHER:
TOTAL ACRES TO BE IMPACTED: NOnJE
10b. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF
RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION):
LENGTH BEFORE: o o FT AFTER: go
FT
WIDTH BEFORE (based on normal high water contours): 1-21 FT
WIDTH AFTER:
/-2.
AVERAGE DEPTH BEFORE: 0.5 FT AFTER: o s FT
(2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL: V
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? q1A
WHAT IS THE EXPECTED 2014D SURFACE AREA? 141,q
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF
MECHANICAL EQUIPMENT TO BE USED (ATTACH PLANS: 8 1/2" X 11" DRAWINGS
ONLY):
IN STALLAT?onl DF ONE (I) L/NE of 7, CMP (40 LF?
1
and n"E (I) LINE of 3(0" GNP Leo L•F)

iRACKHOI= aAclcl-I oE AN A LoR.DFQ (,JIt,L gE VTl t.lZ?D
70 / AJ S7-A L.L P I P E .
13. PURPOSE OF PROPOSED WORK: WIOEn) R,JD PAVE &.L?5 r)A 5 SEcorQD,g9 J
1Z0AaWA'-j 76* CuRREA)T \)t;DOT ST"An]r>A)Z'DS
3
14. STATE REASONS
OUT IN WETLANDS.
IMPACTS):
WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED
(INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND
n/ /A
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 - 05 - of (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 - 0S - 0 )
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE OF
PUBLIC (STATE) LAND?
YES [,1170 (] (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 (I 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
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? ForZcST 1QESoc?ZcES`
_ F.-4)Z 1LpNp R5-S?bEA)T-jArL
1. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?
/,/ / A
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 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.
OWNER VAGENT' SIGNATURE
0& "69CH
DATE
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED (18g.))
5
EROSION CONTROL PLAN
COUNTY.•
CHEROKEE
ROAD NAME: JOE BROWN 11WY.
ROAD NO. SR-1326
WORK ORDER NO. 6.912116
FROM CENTER LINE OF SR-1325 ON STA. 0+00
TO: E.O.P. STA. 82+86
ADDITION. YES NO xx
IMPROVEMENT. YES ?c NO
TO BE PAVED: YES xx NO
GUY WIRES
POWER POLES TO MOVE: YES NO Xa
CABLE BOXES GUY WIRES
TELEPHONE POLES TO MOVE: YES NO xx
RIGHT OF WAY WIDTH. F 50-
SCALE: lit = 50'
DATE: 03/06/01
I
i
i
I
1 112: 1 slope i
or flatter
6'
SHLD
CIL
9' I 9'
-----------------i

i 1:1 slope
j or flatter i
I
SHLD. i 3'
j DITCH I
I
I
n O
u ?. ? \ ab ?' t °p o z ? o
o m
q V ? C
?`1? ? ? iii ,? +! v ,? ?---? • /-?- ? L 'T--
M ?
"tiv
IL Al
a? 5 ii7' T S \f Z ?j 'm
$S b 1
? m
In -
? to ,^ ?:, ? .? ? ? ?;i, e?•io• Z
? \'i L • { ? W Td' ? ? O
w?
a ry Z ?. ? ? '•t! Z 1'I7
r '.• 1
e?ros•
4, ? ra )
D
? ,' I? r117/r,? /I •? ? f
v
I -.-?
L Ls

I_

i

0

Q

7
"" to 2
S ,o
?. arre ema
rmo0zh
I
<De ault> - arkers, Length = 555 feet Site 2 - 035 11'58.6" 084 12 49.4 ite 1 - 035 12 01.8' , 084 12 44.0
Name: UNAKA Location: 035° 11' 42.9" N 084° 12' 08.5" W
Date: 3/6/101 Caption: SR 1326 - Joe Brown Highway
Scale: 1 inch equals 2000 feet Cherokee County
2 Permit Sites
Copyright (G) 19?31, ap ec Inc.
&'R:B. I SILT BASIN-TYPE B
_ SIn. a _ 8x3x2
ROCK SILT SCREEN R IV ItEI'L/1CE W/24" CMl'
4-50
4.00
SILT FENCE & ROCK BERM I
3-50
3-00
(1)
SILT FENCE & ROCK BERM I 1'50
1-00
0-50
Uf00
tfi" I CMI' ..50
I
I
I
I
4.00
I
I
I
I
I ?
3-50
I
I
I
I
3-00
I
I
I
I
r _ I- d
2-50
510'
R I IV
I
I
' I Q
-I
I
I
I
I Q
I
•I
I
I
I ?
I
I
I
I ?
I
0.50
I
f
;Io.
I? I IV
I
SILT BASIN - TYPE B
12x3x2
CIIECK DAMS SPACED AS REQ.
NOTE: MOVE F.X I ST I NC SK-1325 TO
I1'1' COMING INTO I N'1'I:It;;EC'I' I ON FOIt
CONS'TI2UC'C I ON OF CUT SI.DI'E ON
. -1320

BEG. PROJECT AT STA. 0+00 ON CENTER LINE OF SR-1325 BURRELL MT. RD.
RIP RAP DITCH
SILT BASIN - TYPE B
8x3x2 9.5(
CHECK DAMS SPACED AS REO.I
(11)
SF & ROCK BERM
9.00
6450
6.001
6.001
6450
L ROCK SILT SCREEN
i

-T REPLACE H/18" CMP
15" S 10. CMP - r
X
SILT BASIN - TYPE B
8x3x2
I Q
D I
I
I
^? - I-
I
9400
I
I

645"o, CHECK DAMS SPACED AS RE Q.

I DR.
'O I
SF & RB
-1 6400
I
I

SILT BASIN TYPE B
510. 8x3x2
RItV
I 4
I
V. _ I
I 7400
I
I O
I
_ I
I 6.50
I CHECK DAMS AS RE Q.
• I
I
I
I
I v
I
_ I_ 5• S.B. -TYPE B
I 8x3x2
_24-!' J- CHP-
v
4-f REPLACE H/3G" CMP
- I- I Pst+lo®

N
I S.F. & ROCK BERM I
11450
ROCK SILT SCREEN
S.F. & ROCK BERM
(1)
fJ4oo
11650
114501
11•ool ;
I S.F. & ROCK BERM f

BO?®
I
510' \
... R 1 w ---?
- 1- 1150
( FIZAIJK E. ADKINS
P.O. BOX 494
1 CHATTANOOGA, TN..37401
1 (2)
I
14400 CHECK DAMS SPACED AS REQ.
-i
18" I CMP
3 _ - - Q REPLACE H/24" CMP
---r-- ?cv
??4 ? SILT BASIN Lr L7 ' 3"V?
- I- TYPE - B 1
I . 12x3x2
0 13+25
I
I
I
I
I
_ I It450
510'
R1IV
1 ?
I
1240
I
I
I
I (1)
1 11450
I
.I
I
I
1 11+00
I
CHECK DAMS SPACED AS REQ.
I
1 ros5o
I
I
510' ?
Rily- .?
-1_ -740

PL
10#50
I S.F. & ROCK BERM r
f9/00
16450
1ec
ROCK SILT SCREEN

17.50
17.001
I S.F. & R.B. I
16450
fey(
ROCK SILT SCREEN
2Z54,040
1 ? ...? v J//WU?7
Y I
/ 510'
\_ ._.. RI W._
( ? 1050
-I
1 CHECK DAMS AS REQ.
I DONALD R. DAVIS-
I 9921 WOLF CREEK TRAIL
I , CHARLOTTE, N.C. 28269
_ 10400 (3)
I
t
I L?
I
1e/so
-I
I
i ?
I
18+05 --- -.- .- ?'I?
le400
® - ?- Q-[ REPLACE H/18" CMP
15" rCMP
I
I '?'- SILT BASIN-TYPE B
mso 8x3x2
i 510'
_._RIW-
I 0
I
I 17400
-I
I (2)
Q
I CHECK DAMS AS REQ.
fe•50
I
•I
I d
I
1 400
} 1^ ? Q` REPLACE H/18" CMP
5" I CHI,
VA/ SILT BASIN _ TYPE B
I 8x3x2
_ _ fsso
I 0
I
s1o'
-RI W---?

S.F. & R. B.
74•
74,00
ROCK SILT SCREEN
ALMA RUTH PICKELSIMER
RT 1 BOX 37
TURTLETOWN, TN. 37391
(4)
73.00
S.F. & R.B. 77.50
77x001
ROCK SILT SCREEN --j-
450
21+15
71.00
(1)
70.50
S.F. & R. B.

S?Oi-O0I
._._.. j
.. R I IV
50 ?4.50
I 8?
I
I
I
74.00
I
1.5" CMP -
CHECK DAMS AS REO.
r Q REPLAC?W/
8
" CMP
1 I
73450 SILT BASIN - TYPE B
I
1 8x3x2
I p
I
73.00
-I
I ,
I ® (3)
I
77.50
CiiECK DAMS AS REQ.
510'
R 11V
I
I
77.00
I
I A
I
CMP_ ry'
© ? 7??>' REPLACE H/24" CMP
•I
I ® SILT BASIN - TYPE B
I 8x3x2
I _ © 7r•00
I
I
I
® 20150
I CIIECK DAMS AS REQ.
I
510'
.R1µ,.

S. F. & R. B.
5
10
`
ROCK SILT SCREEN -
'
-
RIIV?--
5, T CMP
J 29.5a
, I
I
I
29.00 I- 0
I
I 29400

SILT FENCE & ROCK BERM I
I
. 2e450 0
-I 2e•5o
ri•. I 1
28.00
ze•oo

(4)

I
I ©
27.50 _ 27.50
I
ROCK SILT SCREEN
115" I CHI,

27400 I _ 1G(J
I 27-00
I LQ

28.50 I
_ I
2e•5a
I
r S.F. & R.B. I
I
26.00 - I- ®
I 18.00

ROCK SILT SCREEN 8"
CMP
lid
Q- REPLACE H/18" CMP
1 SILT BASIN - TYPE B I
8x3x2
I CHECK DAMS AS REM
(3)
REPLACE H/18" CMP
SILT BASIN --TYPE
8x3x2
J CHECK DAMS AS REQ.
REPLACE H/24" CMP
SILT BASIN TYPE B
S. F. & R. B.
s10• CHECK DAMS AS REQ.
28+0® _ I_ ®.?s+?®
25450 25.50
i Q
I

? 34+86 I ?- - - - - --
DR. 510' IN DR.
,

71450 .50
SILT BASIN - TYPE
B
I 0
I 12x3x2

J100 I A
_ 1 (`1
I
I
31,00

•
77'50 I
I

33-W

GLEN DAVIS
1 C/O MRS. OPAL DAVIS
RT 5 BOX 190-A
•. I MURPHY, N.C. 28906

\ (5)
k
i'
77400
33400

?;,. , SILT FENCE & ROCK BERM
CIIECK DAMS AS REQ .

(4) 71650 I 0 71,50

R W
• T
18" I C
MP

ROCK SILT SCREEN
® _
_
I
a
REPLACE H/24" CMP
-
71'00 ®
I 71.00
I SILT BASIN TYPE B
I
I 8x3x2
7.50 _ I 0 71450
I 31+35 PL
' I

S.F. & R.B.
71400 I
- 1
I-
7400
CHECK DAMS AS REQ.
.
I
I (3)

70.50 I
7
I
0-50
I
510'
\ . ..--Rljy---?
I
©
30+00 _
_ 30-00

- j
-- R1IV--- (8)
510
as?ao © 1 ?n?so P L
CHECK DAMS AS REQ. I S.F. & R.B.
I
© I
MARY M. LINDSEY 3940
1507 EDGEVALE RD.
FT. PIERCE, FL. 34982
(9)
SILT BASIN - TYPE B ls?l/
8x3x2 L I ??
CHECK DAMS AS RE Q.
MELVIN
21 DEHAR,
NEWBERRY, 29108
(7)
ae.oo
35+9o
ENOCH & DEVONNA MARTIN
RT 4 BOX 107
MURPHY, N.C. 28906
•(6) asss0
CHECK DAMS AS REQ.
3F3f0®
0 1
i
o'o
® I
I
1
t
I
0 ?
I
I
510'
R 11V
I
I
1
-I
i
i
I
.i
.I
I
I
I
I
I
_ I
D I
REI' 'LACE H/18" CHP
ROCK SILT SCREEN
S.F. &R - B_
450
(5)
,00
450
?00
134'0
S.F. & R.B.
510'
R)W .. ,
I
3tm+-®O

SIFi'SO.9
510'
- R I IV ,
4-4.50 © I 44450
-i
I
CIiECK DAMS AS RE Q. 0 I
44400 S.F. & R.B.
-I
I
I
43.50 1 40.50
I
I
4 I
43400 I 40.00
1 CLYDE, FLOYD, GLEN, KENNETH DAVIS
'tat: !•' 0 I RT 5 BOX 188
MURPHY, N.C. 28906
. ,(9) 4a•so - - 11,E (8)
i 510' _
RIIV
I
41.00 I 47.00
_rCcit)T
REPLACE H/18" CMP
SILT BASIN TYPE B ® ROCK SILT SCREEN
8x3x2 41450 _ I 41450
I DR.
I ?
I ?
41'00 A - 41400
CIiECK DAMS AS REQ. 1 S.F. & R.B.
40050 40.50
I
I
i 510'

I
S.F. & R.B. i 510' `
49450 dr.
49.50
? I
0" C
P RAP DITCH
I SILT BASIN TYPE B
12x3x2 l
(9)
I CHECK DAMS AS REO. f
15MW-1D
o j M? \ -
c 49)VD- coop
I
46650 SILT FENCE & ROCK BERM
0
I
15'! 1 CMP
- 45.50
I ROCK SILT SCREEN
® I
I

Ie400 I
$8400
? I
I
I
I
(8)
0.90 _ i 47450
510'
i RIW ,
I
I S.F.
??•o0 1
-I 47-00

D I
I
I
48450 _ I +e?50
•I
I
?ewo _ I
I 48.00
a, REPLACE H/18" CMP
- T -
SILT BASIN TYPE B 510•
8x3x2 R I tv
?+LO® L? - I -S+®®
r
. I ?
S..F & R.B. RIVV CIIECK DAMS AS REQ.
31.50 1 51.50
-i
1 46
DD _15" CMP
I }? REPLACE Wj18" CROCK SILT SCREEN - -r - -
34400 ._ ® 51.00
I
I SILT BASIN TYPE B
I Q 12x3x2
5?•so _ 1_ ? s?•5o
I
I u?s.r.s.
P.O. BOX 13817 (1)
GREENSBORO, N. C. 27405 37,E I_ Q 53.00
(10) ( CIiECK DAMS AS REQ.
SILT BASIN TYPE B
8x3x2 ® 1
ROCK SILT SCREEN
32.50 _ 1_ 57450

51.00
1 S.F. & R.B.I
' ai.sa
51+25
(9)
ai•oo
so 4801
s®foo
510,
- 2? t1?-
- - --3
25
_ 1 _ So+oo
24" 1 CMP
I
I
s2-oo
I
I
I
I
_ 1 0 si•so
. I
.I
• ? 51+
I
- _ si•ao
I
I
I /
_ I 50.50
i
I
sio' ?
GOOll !!!!
SI
LT BASIN TYPE B I
1223x2
P
I CRECK DAMS AS REQ. I
(8)

59450
I SILT FENCE & ROCK BERM
(1)
r??t?;?? •Fif .?,.
S. F. & R. B.
(10)
58#50
58400
57150
57400
54#50
54.00
55#50
ss+oo

I
• 510.
--- R I IV
_ I_ ? sn?5o
I
( Q 5900
- I-
I
I
I
_ 1 ? Se?So
I
I
I
I
51-00
I
I
I
57-50
510• \
---'R 1 W--.-.
I
I
I Q 57.00
-I
I
I
I
_ 1 ? se?5o
I
,I
• I
I
CHECK DAMS AS
(1)
CHECK DAMS AS REQ.
i 54400
I- .
I
_ 1 ® 5550
I
I
510• \
R I
- I- ® t5t7f®®

S.F. & R.B. 1
4
i_ 510'
ni}v
SILT BASIN TYPE B
12x3x2
ROCK SILT SCREEN
}2EPLACE W/11" CMP l
15" 1 CHI,
-
I ® SILT BASIN TYPE B
et#oo I 12x3x2
e4?w
I 0
I
I
e3so _ 1_ 0 a3so
I
63400 63400
SILT FENCE & ROCK BERM 1 C}tECK DAMS AS REQ.
(1) I (1)
02#50 62450
i 510'
R I IV
I a
I
a2W0 I 82400
- I-
I
I
a?50 _ 1 81#50
I
.I
-? O
e
1•oo _ I 61400
v
? I
I
I v
60450 SILT BASIN TYPE B
55" 1 CHI ?`-- 8x3x2
ROCK SILT SCREEN ® -5 lu,-_ REPLACE W/18" CMP
r _.._ -T 1
SILT BASIN TYPE B
12x3x2
HERMAN & WILMA MURPHY
RT 5 BOX 178
MURPHY, N.C. 28906
(11)
• v
I
510'
_ 1_ ®e?•5o
I
I
I
LARRY C. & ALMA N. IIOOPER
99 LAIIE BY111) BLVD.
AVON PARK, FL. 33825
(12)
I
61 9.00
I- CHECK DAMS AS REQ.
I S.F. & ROCK BERM f
I
+75 1 684
I ® -
es•SO I ee•So
-I
I
I 0
I
I SILT BASIN TYPE B
eeoo _ _ N eeoo 12x3x2
I
ROCK SILT SCREEN -1 -
REPLACE W/18" CM?
15" 1 CHI,
6.50 ? 1 B?•So
5i? Q
I
I
e7•? _ I_ v 87400
I
I
I
08450 v 68#50
SILT FENCE & ROCK BERM I CHECK DAMS AS REQ.
•I
1
I ?
ee•ao _ I_ v 88400
i
I
I
65450 85450
I
1
510'
RIW '
?Sf00 _ 1_ v oF3'100

i
74,50
S. F. & ROCK BERM
71400
7
73400
510•
RItv__
1 74,50
-I
. I
I
( CIiECK DAMS AS REQ.
74-00
I
: I
I
I RALPH ROSE
17J-50 P.O. BOX 1045
- I- MURPHY, N. C. 28906
I (13)
I
I
1 0 73,00
-I
I
T ! - -
_?- nDD 18?? cMP
ROCK SILT SCREEN 72#50 72450
i? 510' SILT BASIN TYPE B
R i IV i 8x3x2
71400 v 71.00
1 (12)
I
I
i
70.50 70450
i
I
510,
?of-oo - I- 4 ?ofo®
a r.?inn?•+?r.
71450 71450
I
,I
. I
S.F. & R.B. I CHECK DAMS AS REQ.
I
I 0
71-00 71400
I
.r.
I
F 71+75
i
I
PI
REPLACE N/18" CMP Q
i 5?0. \
R 1 IV,----
ROCK SILT SCREEN
75.50 I
-I
I ?
I
i
i?IL I2x ixZN TYPE B
DENNIS & JANICE WILCOX
RT 1 BOX 67
TURTLETONN, TN. 37391
I SILT BASIN TYPE B I
12x3x2
9+2
75400 75400
. -I
I
I
a, I A
!SILT FENCE & ROCK BERM I
• T - MURPiIY
P.O. BOX 1033
MURPHY, N.C. 28906
ROCK SILT SCREEN
(11)
7 So 7e#5o
-I- CHECK DAMS AS REQ.
I
I
I
7e#00 74000
I
I
I
I
7750 _ I _ 77.50
i 510'
RIW ,
I
I
77400 I_ 77400
I
i
I
7e?5o _ 1 ®7e?5o
I
'I
. I
I O
78400
® © I-
5" r CMP
T
7s?5o
_ I_ ®7sso
I
I
510'
`. .. R I IV
(13)
REPLACE H/18" CMP
I SILT BASIN TYPE B I
8x3x2
?SfpU _ 1_ 41 '7-f5f-®®
i ?' ?
I ? J llfJU-!/
? 510'
\

,
RIIV
61.50 I
-I
I 61.50

64.00 I
I
I
- I-
I

64.00

67.50 I

I'
I
87.50

81000 I
I
I_

07.00
INTERSECTION SR-1314 E.O.P. 82+86 I
82+86
F
P
f .
ER E
I

01.5
0 I
0
2.50
i 510'
R
1V
CHECK DAMS AS REQ. 1
' CIiECK DAMS AS REQ
.
I
p I
01400 1_ ®
I 62.00
V I
(14) I
_ i (15)
61.50 0
I 81450

v 'I
1
SILT BASIN TYPE B I
12x3x2 I
•00 -
_
I
e1•ao
\
SILT FENCE & ROCK BERM I
f-
CIiECK DAMS AS REQ
I .
60450
I 60.50

i i
510'
RI IV
v
800 1
_ _ ?®?o

SITE 1 STA.

OLD & NEW
O c
CHECK DAMS
SPACED AS
REQUIRED ®
0
ROCK SILT SCREEN EXIST. 30'x 24" CMP.

SILT FENCE
ROCK BERM 52+40 .`
O.p
err

HECK DAMS SPACED
0 AS REQUIRED
0
2' BRANCH
SILT BASIN
TYPE B
121x 31x 2'

! CHECK DAMS SPACED
AS REQUIRED
0

I I

T (
- - - - - - -
- - - ?
- - - - - - - - - -
R p p q? l 1) F ? = 8
L L x
-

-
- - r - - - - - - - -

- - ± 1 - - - - E ?g 3 0 ?
- - - - - - - -
11 CE II ? ?_ - - - -
A

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

-
- - _ - - - - _ - T _ - - -
'
1
-
go-1

-
- - -r- - - - - - - - - - - -

- - -
-

SR-1326 STA. 47+00 - 48+25
EDGE
OF
CL ROAD
I
I
END BUFFER ZONE I - $ - - -
I 48+25 -
I
10'
I
48+00 _ 10!
I
I
SILT FENCE
ROCK BERM
I i
47+50 --181 ----------
10'
I
I
I
BEGIN BUFFER 251
ZONE I 47+00 --------------------•
I
R-1326
STA. 56+00 - 61+50
40,
------- 25'---
------ ---- 14' t
12-
NOTE: SHOTS TAKEN FROM
SHOULDER OF ROAD
9'
12' ----- 121--
4'
2'
2'
12' f
/41
3'
2811
61+50
61+25
61+00
60+50
60+00
59+50
7
END BUFFER ZONE
59+00
SILT FENCE
ROCK BERM
58+50
58+00
57+50
57+00
56+50
56+25
56+00 1 BEGIN BUFFER ZONE
J I".
SR-1326
STA. 63+50 - 65+50
28 _ T
__? 65+50 _ - - - __ _ I END BUFFER ZONE
11'
81---
65+00
SILT FENCE
64+50 &
ROCK BERM
T
12'
- - - - 64+00
18'
----`- 25?- 63+75
751 - - - - - - - - - - - - - - - - 63+50 BEGIN BUFFER ZONE

IECDS-SIR. EROSION CON'T'ROL
DE'T'AILS & SPECIFICA'T'IONS
STD. NO. I DESCRIPTION: SYMBOL: IPG. NO.
240.03 TEMP. SILT DITCH TSD Vl-2
- - - - - - - - - - - - - - - - - -
246.06 TEMPORARY - - - - - - -- r
DIVERSION 'I'D --------- , V1-4
- - - - - - - - - - - - - - - - - - - - - - - - - - - -
893.01 TEMP.SILT FENCE F VI-6
----------------------------
890.05 TEMP. SLOPE DRAIN V1 8
WITH EARTH BERM
r -nom _. - - - - - - ?- -
246.02 SILT BASIN - _ - -_ - _ -' _.. ._..
VI-12
'T'YPE-13
- - - - - - - - - - - - - - - -
----------
896.10 TEMP. ROCK SILT CHECK VI-16
TYPE-B,
- - - - - - - - - - `. - -ter - -
892.02 TEMPORARY 77
VI 20
ROCK SEDIMENT DANI
TYPE-13
-_- ---
897.01 ROCK PIPE INLET VI-22
PROTECTION
- _ - _ - _ - --- -
894.01 VI-24
ROCK SILT SCREEN
- - - -- - - - - - - - -- - - - -- - - - - - -- - -- - - - -

DESCRIPTION SYMBOL
EXISTING FENCE: -?- OR + +
_ _ _ _ _ -- ?
-----•---•---•-------•
PROPOSED ROAD: -.
EXISTING ROAD: '' "
RAILROAD: . .. .. - . - -_- = -`_ ...
CON'I'ROLOFACCESSLINE --------- ._._._._._.----------------
C
------•---------?-. - _ -_ -----
SLOPE STAKE LINE: -? „ . , • ' ' - • „ - '
-----------
BRIDGE:
CONCRETE CULVERT:
----------------
CMP PIPE CULVERT -?-
-----
WOODS: OR
+. . I TELEPHONE OR TELEGRAPH POLE: ? • EXISTING: -.o-. PROPOSED' -a-
TOWER POLE LINE: -? - - o - - p _.. 0 _ :_ ;
POWER POLE: -'? EXISTING:. J_ _ - PROPOSED d- _ - - • _
EASEMENT LINE: -? • I /'" I I ---, _I:
............. -----.-.-•--
GUARD RAIL:
SANITARY SEWER LINE. ?- - S. S_S. -----_._1 S. S. ---{ -
-
WATER LINE: ?- ------.?
GAS LINE: -------- - --- -----•-.........
-?. ..................................
BRUSH BARRIER ----- ---_-- .........
EXISTING CHANNEL : - - - -
PROPOSED CHANNEL CHANGE: _ _ _ _
FIBER GLASS ROVING: -?- F G R - - -
------------------------------