19950804 Ver 1_Complete File_19950801

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
F 1
August 3, 1995
Macon County
DEM Project # 95804
APPROVAL of 401 Water Quality Certification
Trent Anderson
County Maintenance Engineer
NC DOT
Andrews, N.C. 28901
FILE COPY
Dear Mr. Anderson:
You have our approval to place fill material in 0.011 acres of wetlands or waters for the purpose
of paving and widening the road at SR 1371 (Welch Road), as you described in your application dated
27 July 1995. After reviewing your application, we have decided that this fill is covered by General
Water Quality Certification Number 2732. This certification allows you to use Nationwide Permit
Number 14 when it is issued by the Corps of Engineers.
This approval is only valid for the purpose and design that you described in your application. If
you change your project, you must notify us and you may be required to send us a new application.
For this approval to be valid, you must follow the conditions listed in the attached certification. In
addition, you should get any other federal, state or local permits before you go ahead with your
project.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory
hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing,
send a written petition which conforms to Chapter 150B of the North Carolina General Statutes to the
Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and
its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Environmental Management under Section 401
of the Clean Water Act. If you have any questions, please telephone John Dorney at 919-733-1786.
Sincerely, I?
A. P ton Howard, Jr. P.E.
Attachment
cc: Wilmington District Corps of.Engineers
Corps of Engineers Asheville Field Office
Asheville DEM Regional Office
Mr. John Domey
Central Files
95804.1tr
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post-consumer paper
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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMEs B. HUNT, JR. DIVISION OF HIGHWAYS
GOVERNOR
P. O. Box 1551
Andrews, N. C. 28901
July 27, 1995
MACON COUNTY
SR 1371
Mr. Bob Johnson
U-S. Army Corps of Engineers
Reg. Field Office
Rm. 75, Grove Arcade Building
37 Battery Park Avenue
Asheville, N. C. 28801-2714
Dear Mr. Johnson:
R. SAMUEL HUNT 1I I
SECRETARY
ID 401
A. C,
4zeP
The North Carolina Department of Transportation is proposing to widen and pave
SR 1371, Welch Road, in Macon County. In order to construct this project in accordance
with our current secondary road standards it is necessary to extend or replace several pipe
culverts which carry streamflow from some unmanned tributaries to Burningtown Creek
(DEM Class B-Trout Water). We are requesting authorization to proceed under Section
404 of the Clean Water Act.
I am sending a location map, straighter duWam, plan-profile sheets, erosion
control plans and details, and a U.S.G.S. reap indicating project area and location of
proposed pipe culverts and trout stream buffer zone encroachments along the road. All
pipe culverts are to be installed slightly below the existing streambed elevations where
bedrock is not encountered to mmunize impacts to wilMe, habitat and allow the existing
stream gradients to remain as unchanged as is physically possible.
The best management practices will be used to minimize and control erosion and
sedimentation on this project.---The-construction foreman will review all erosion control
measures daily to ensure erosion and sedianenta m are being effectively controlled. If the
planned devices are not functioning as intended, dwy will be immediately replaced with
better devices. The rock silt 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.
g0ns

Mr. Bob Johnson
Page 2
July 27, 1995
By copy of this letter, I am asking Mr. David Yow, North Carolina Wildlife
Resources Commission (NCWRC) District 9 Environmental Coordinator, to comment
directly to you concerning the 404 Nationwide Permit Request.
A request will be made on this project for a temporary encroachment in the Trout
Stream Buffer Zone of some unnamed tributaries to Burningtown Creek and I am asking
Mr. Yow and Mr. Ed Ingle, Area Roadside Environmental Engineer (NCDOT) to
comment directly to me concerning the buffer zone encroachments.
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.
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,
W. Trent ?dlerl
County Maintenance Engineer
WTA/rr
Attachments
cc: Mr. Richard Phillips, P. E., Regional Engineer DEHNR
Mr. F. D. Martin, P. E., Division Engineer
Mr. E. L. Ingle, Area Roadside Environmental Engineer
Mr. J. B. Setzer, P. E., District Engineer
Mr. Eric Galamb, Water Quality Certification Unit, DEM
Mr. David Yow, District 9 Environmental Coordinator (NCWRC)

{
DEM ID:
ACTION ID:
Nation%k ide Permit Requested (Provide Nationwide Permit #):. 14
JOINT FORM FOR
Nationwide permits that require notification to the Corps of Engineers
Nationwide permits that require application for Section 401 certification
WILMINGTON DISTRICT ENGINEER WATER QUALITY PLANNING
CORPS OF ENGINEERS DIVISION OF ENVIRONMENTAL MANAGEMENT
DEPARTMENT OF THE ARMY NC DEPARTMENT OF ENVIRONMENT, HEALTH,
P.O. Box 1890 AND NATURAL RESOURCES
Wilmington, NC 28402-1890 P.O. Bo.*. 29535
ATTN: CESAW-CO-E Raleigh, NC 27626-0535
Telephone [phone] ATTN: MR. jOHN DORNEY
Telephone [phone]
ONE (1) COPY OF THIS COMPLETED APPLICATION SHOULD BE SENT TO THE CORPS OF ENGINEERS.
SEVEN (7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT.
PLEASE PRINT. ,n? `` /? 1
1. Owners Name: I A6Ak brol i ng. [>-ooArne o -VV,,SfoA-A
2. Owners Address: - O • g0 1551, isr s C 2ego l
3. Owners Phone Number (Home): (Work): 00q) 321- 4105
4. If Applicable: Agent's name or responsible corporate official, address, phone number:
W , -Tren-L nJers o?ti. L
5. Location of work (MUST ATTACH MAP). County: M a c o in..
Nearest Town or City: r0 Y, V%-
Specific Location (Include road numbers, landmarks, etc.): S R 13-7 e tLh ?04d
6. Name of Closest Stream/River: C2U(ninj Tort ?-recN
7. River Basin: L AUp- ?en ??Se e- River
8. Is this project located in a watershed classified Trou SA, HQW, ORW, WS I, or WS H? YES pQ NO [ 1
9. Have any Section 404 permits been previously requested for use on this property? YES [ ] NO K
If yes, explain.
10. Estimated total number of acres of waters of the U.S., including wetlands, located on project site:
11. Number of acres of waters of the U.S., including wetlands, impacted by the proposed project:
Filled: 0.Acre3 6 CreeK eCoss ing5
Flooded:
Excavated:
Total Impacted:
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MACON
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S. R. _ 1331
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E 0 W E.O.P. 0+00 OF SR-1364 TO 46+50 D.E.
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ADDITION
---- ---
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IMPROVEMENT X
TO BE PAVED x
P POLES TO BE MOVED _ 0
T. POLES TO BE MOVED 0
W WI DTH 45'
--
SCALE 1__ 5()?
DATE 05-17-93

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I,tOBERT E. COLLINS JR. & 5+00 5+00
• PATRICIA A. COLLINS
PO BOX 954
FAIRHOPE, AL. 36533
(3) (3)
PL 4+35 4+35 PL
I-t- 4 5 - r
KENNETH T. BECHERT
882 NW 84TH DRIVE I
CORAL SPRINGS, FL. 33071
(2) (2)
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1 CHP REPLACE WITH NEW 24" CMP
I -TEE 1 X08 24 CIMP REPLACE WITH NEW 24" CAO'
1+SO - " - -
+SO PL
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CATHERINE BECHERT & OLETA WELCH
4 WELCH RD. '
FRANKLIN, NC 28734 4 5,
(1) --- - ? 0+58 (1)
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(0+07
0+00 0+00
bite i Std. 1+50?

Silt Basin
Type B
8,x3'x2'

10 e with new
p
24
x42
SITE # 1 q8>8?< Lay on skew.
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End TSF&RB at
STA. 1+50 Replace with new
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' Begin TSF&RB at
Begin TSF&RB at STA. 0+58
STA. 0+58

i' BRIDGE #179'
/ `

1 1 F I T T
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(5) 10+00 10+00 (5)
PL 9+90 9+90
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ROBERT E. COLLINS JR.
PO BOX 954
FAIRHOPE, AL. 36533
(4)
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SIA. 14 450
1S+uU
51 BUNCH

517E ZI
PETER HAMILITON
BOX 11831
CHARLOTTE, NC 28220
(5)
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181' C!? REPLACE WITH 24" CMP
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(5)
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SIt9 2
Sts 93+31
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SITE2
Si It Bas in Type 8
8' x 3' x 2'
Reeloce with new
24 x 34' CMP
Check Dams '
as required m

USFS
(7)
PL
20+00 20+00
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18+90 ± 18+90 +
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NANTAHALA POWER & LIGHT CO.
PO BOX 260
FRANKLIN NC 28734
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(7).
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St o. 23+00 End
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22+50
22+50
SITE 3
22+00 I 22+00
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21+50
21+50 I ? Note: Raise Elevation
21+00 of road 3' i n
this area to 21+00
et i ni note berm
between road
20+50 and creek 20+50
20+00 I ~ 20+00
Check pans
19+50 las required 19+50
19+00 19+00
r -
18+50 ' 18+50
18+00 ' 18+00
17+50
Q) 17+50
LA-
17+00
17+00
Reel ace with new
18 x 36' CMP
16+50 Si I t Bosi n
Tye Bx2 I 16+50
16+00
Buffer Zone
15+50 Encroachment 1
15+00 St a. 14+50 S- R. 1371
Bogen Buffer ?? Ma' on Co. N. C.
14+50 I ( Welch Road)

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20+00
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St a. 22+2Q
1
Note: Raise Elevation
of road 3' in
this area to eliminate
berm between road
and creek
Reeloce with new
Begin TSF&RB at + 36 x 40' CMP
STA. 22+20
f
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SITE #3 ? Screen
End TSF&RB at
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6390 SW 102 ST.
MIAMI, FL. 33156
30+99ao 15' CMP
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76 WELCH RD.
FRANKLIN, NC 28734
I
(9) 5' BRANC y? 1
'L 29+35
45-)-
BUFFER ???
'?E?61N 'ONE Z-
S-TA. 2 8 4 ESD NOTE: DRIVE WAY INSIDE R/W
i?
20l-
PROPERTY OWNER REQUESTED
THAT TREE NOT BE MOVED
ALFRED HENRY POSEY
76 WELCH RD.
FRANKLIN, NC 28734
(8)
3I
25+50±
25+00
(8)
STA. 26+50 TO STA. 27+25 REDUC
R/W TO 16' RT. NEW CL
SAP
STORAGE
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31+00 4_Q) ?
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30+00
29+50
29+00
St o. 28+50
Begin Buffer
Zone #2
28+50
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fop o000 '
SITE #4
;° of
31+50
31+00
30+50
30+00
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29+50
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Encroachment 2
S. R. 1371
Macon Co. N. C.
Sta. 28+x© (Wel c h Road)
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Rr]AJCE R/W TO 20' LT NEW CL
FOR 5411 BY 22' TRAILER

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HOWARD SANDERS
2687 FIVE FORKS ROAD oa WILLIAM THERON & GLENDA SLAGLE
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LAWRENCEVILLE, GA. 30245 402 RUBY MINE RD.
00

. FRANKLIN, NC 28734
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MRS. AGNES SLAGLE KELLY

EARL T. SLAGLE
90 WELCH RD.
FRANKLIN, NC. 28734
(14)
40+00 I

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EARL T. SLAGLE
90 WELCH RD. I
FRANKLIN, NC 28734
(13)
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40+00 FRANKLIN, NC 28734
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323 TELLICO RD.
FRANKLIN, NC 28734 -- -
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JAMES R. LANE & LAVONIA S. BLIND
90 WELCH RD.
FRANKLIN NC 28734
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EROSION CONTROL
DETAILS AND
SPECIFICATIONS
Std. #
245.03
245.05
893.01
890.05
245.01
245.02
892.04
895.10
892.01
892.02
897.01
897.02
894.01
245.04
896.01
896.02
896.03
QPs .ril2ti4 ol
Temporary Silt Ditch ------------------------------ ,? .
Temporary Diversion • ............................
Temporary Silt Fence ------------ - -------- H! H&
,.
Temporary Slope Drain with Earth Berm .........
Silt Basin `Type A
Silt Basin Type B ...........................................
Temporary Rock Silt Check Type--A ..........
Temporary Rock Silt Check Type-13 ............
Temporary Rock Sediment Dam Type-A ............
Temporary Rock Sediment Dam Type-13 ___
Rock Pipe Inlet Protection Type-A
Rock Pipe Inlet Protection Type-B ............
Rock Silt Screen .............................................
Stilling Basin _•_____• ..................................
Rock Inlet Protection:
Type A .......... O?, A Old - A
Type B ............................... B - OR' - B
OR
Type C ED]
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TEMPORARY EROSION CONTROL SYMBC
TECMP STOVE DITCH CHECK
ROCK..-SILT `CHECK DAM
ti
SILT BASIIV-8
TEMP SLOPE DRAIN
TEMP. `S/L TDIT CH TS-D
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EA R - TH -EM BANKMEIV T -- ?'
Sl LT FENCE
'"EMP STPE4NI CPOSSING . L
--
-1D- ERGLASS R0V(NG v R

is 110ad ...................... -------- -- ---- -
Ral]road ...........................
COIJt,-C)l of AcceS-s Lily`. . . . . . . . . -- - -------t- ?- _ 1
Slope Stake Mlle ................. .
Bridge .............................
Culver. ................. ..........
Telephone Or Tel??grtlhh Pole .........
?ToNver Pole and Line............ - °?-- ----- -
PoNveC Pole ......................... .J:?:J:;',' A ,r?JCC?E' *J y
Easement-Lille...... .............. --- -? \_?
:.........
Guard Dail ......................... t T
SanitaJ-y Sev.'er Line ................. -~-:
hlater Lille ......................... --' - ' J
Gas Lind ............... ,i-',???J
`S
Chain Link- Fence ................... --D M- ?-?
Woven Wire Fence .................. -.o--?- -?---?-
Regenec-acion ........................
f?e?01 E'SC:tCi??il .......................
T'empot-ai-v Silt Ditch ................ I:.S.0 'TSD
' =f---1 { it---- i t z-
Tel1lporary Silc Fence ................ -- -r,- - I
Temporary Slope Drain .... .
?.- ?=-
DrUSh L';vriet........................
Si1t Check Dane "type A ............... -?
Silt Check Dam Type D ... • .......... .
Silt Basin "I}•pe 11 .................... -• •
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TEmopoRARY SILT FENCE: H! H!
A temporary silt fence is commonly used at the toe of a fill section to prevent off-
site sedimentation. It is made of permeable filter fabric buried at the bottom,
stretched and supported by steel posts. The silt fence reduces the water flow while
retaining the sediment. They may also be used to divert water flow to protected
outlets. Silt fences need to be checked after each significant rainfall to ensure there
effectiveness. They must be maintained on a regular basis. Silt fences shall = be
installed across streams, ditches, or waterways.
AREAS OF USE:
• At toe of fill sections where sediment runoff can be stored and contained
inside the project limits.
DESIGN CRMRIA:
Material With Wire Without Wire
Fabric Type 3 Class A Type 3 Class B
Steel posts length 5 ft 5 ft.
Post spacing 10 ft. 6 ft. maximum
VI-6 March, 1993

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SILT BASIN TYPE-B:
A silt basin type-B is a temporary basin built to collect sediment flowing through a
drainage way. The silt basin is built at the base of the ditch with its length being at
least 2 times the width of the basin. The type-B silt basin is generally built in
conjunction with temporary mock silt checks and other devices that control or slow
down water flow. This device must be monitored closely and cleaned out on a
regular basis until grass is established along the ditch line and sedimentation is no
longer a problem.
AREAS OF USE:
• In conjunction with temporary rock silt checks and other devices used in
drainage ditches.
DESIGN CRITERIA:
• Width - variable
• Length - 2 times width
• Depth - 2 ft. minimum storage - 1800 cubic feet/acre (equals L x W x D)
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TEApORARY ROCK SILT CHECK TYPE-B:
A temporary rock silt check type-B (also called check dam) is a small dam with a
weir used to reduce gullying in drainage ditches that are to be filled or
permanently stabilized at a later date. These type-B rock silt checks help reduce
the flow velocity and are generally made of class-B stone. They are used in ditches
during construction where the grade meets and/or exceeds 3%.
AREAS OF USE:
• In channels, roadside ditch outlets, temporary silt ditches, and temporary
diversions.
• In conjunction with type-B silt basins.
DESIGN QtMRIA:
• Center of rock silt check shall be at least 1 foot lower than the outer edges
(top of channel sides)
• The spacing (ft.) _ (3 / % of-ditch grade) X 100 ft.
VI-16 March, 1993

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ROCK SILT SCREEN:
3
A rock silt screen is a low-level dam structure to be used in streams below culvert
sites. Rock silt screens shall be used to trap sediment transported by running water
and shall be placed in the stream below the construction site within the right-of-
way or easement boundary. The rock silt screen utilizes class B stone lined with #5
or #57 stone to produce a ripple-effect in the stream to settle the larger sediment
particles transported in the stream from the construction site. The trapped sediment
shall be cleaned out before the device is removed from the stream.
AREAS OF USE:
• In live streams below construction sites where construction occurs in or
adjacent to the stream.
In live streams below a culvert construction site.
• Where it can be cleaned before it is removed from stream.
DESIGN CRITERIA:
• Structural stone - class B stone
• Sediment control stone - # 5 or # 57 stone
• Dam height - 1.5 ft. minimum and 3 ft. maximum ( shall not be higher than
1 ft, above normal flow of stream)
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PIPE OUTLET ENERGY DISSIPATOR: 00
A pipe outlet energy dissipator shall be used at pipe outlets to slow the water
velocities when it exits the pipe and flows out ditched or natural waterways. It is
an apron of stone of a sufficient thickness to protect the outlet area from scouring
out and causing off-site sedimentation damage. Pipe outlet energy dissipators
should be built according to the guideline chart shown on page VIII-3 of this
manual.
AREAS OF USE: _
• Outlets of pipes and culverts to prevent scouring.
DESIGN CRITERIA:
•
In accordance with chart on page VIII-3.
• Filter fabric, or six inch layer of gravel, shall be used under stone.
MATERIALS :
• Filter fabric shall meet requirements of section 1056 of Standard
Specifications for Roads and Structures, January 1, 1990, for type II filter
fabric.
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VI-34 March, 1993

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DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
REPLY TO
ATTENTION OF
September 22, 1995
Regulatory Branch
Action ID No. 199505115 and Nationwide Permit No. 26 (Headwaters and Isolated
Waters)
North Carolina Department of Transportation
Division of Highways
W. Trent Anderson
Post Office Box 1551
Andrews, North Carolina 28901
Dear Mr. Anderson:
Reference your application of July 27, 1995, for Department of the Army (DA)
authorization to replace and/or extend several culverts in unnamed trPa es
to Burningtown Creek in conjunction with the upgrading of SR 1371 d,
near Franklin, Macon County, North Carolina. The project will im ct an
1/3 acre of Waters of the United States. The proposal has been re iewhe
North Carolina Wildlife Resources Commission (WRC).
For the purposes of the Corps of Engineers' Regulatory Program, Title 33,
Code of Federal Regulations (CFR), Part 330.6, published in the Federal Register
on November 22, 1991, lists nationwide permits. Authorization was provided,
pursuant to Section 404 of the Clean Water Act, for discharges of dredged or fill
material into headwaters and isolated waters.
Your work is authorized by this nationwide permit provided it is
accomplished in strict accordance with the enclosed conditions, and those
outlined in the attached August 16, 1995 WRC letter. This nationwide permit does
not relieve you of the responsibility to obtain other required State or local
approval.
This verification will be valid until the nationwide permit is modified,
reissued or revoked. All the nationwide permits are scheduled to be modified,
reissued or revoked prior to 21 January 1997. It is incumbent upon you to remain
informed of changes to the nationwide permits. We will issue a public notice
announcing the changes when they occur. Furthermore, if you commence or are
under contract to commence this activity before the date the nationwide permit
is modified or revoked, you will have twelve months from the date of the
modification or revocation to complete the activity under the present terms and
conditions of this nationwide permit.
Questions or comments may be addressed to David Baker in our Asheville
Regulatory office at [phone].
Sincerely,
G. Wayne Wright
Chief, Regulatory Branch
Enclosures
Printed on 0 Recycled Paper
.W-
-2-
Copies Furnished (without enclosure):
M John Dorney
ater Quality Section
el? Division of Environmental Management
North Carolina Department of
Environment, Health and
Natural Resources
4481 Reedy Creek Road
Raleigh, North Carolina 27611-7687