19950439 Ver 1_Complete File_19950427

State of North Carolina A\ /A
Department of Environment,
Health and Natural Resources d
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary E
A. Preston Howard, Jr., P.E., Director
May 1, 1995
Transylvania County
DEM Project # 95439
APPROVAL of 401 Water Quality Certification
Mr. C. E. Dumas, Jr.? I !i'
NC DOT
P. O. Box 5189
Horse Shoe, N.C. 28742
Dear Mr. Dumas:
You have our approval to place fill material in 0.01 acres of wetlands or waters for the purpose
of extending pipes at SR 1567, as you described in your application dated 25 April 1995. After
reviewing your application, we have decided that this fill is covered by General Water Quality
Certification Number 2735. This certification allows you to use General Permit Number 031 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 30 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 Domey at 919-733-1786.
Sincerely,
res PHo r, r. P.E
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Asheville DEM Regional Office
Mr. John Domey
Central Files
95439.1tr
P.O. Box 29535, Raleigh, North Carolina 27626-0535 T©lephone 919-733-7015 FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 1 0% post-consumer paper
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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT. J11,
GOVERNOR
DIVISION OF HIGHWAYS
RECEIVED
APR 2 71995
ENVIRONMENTAL SCIENCES
no A • 1nu
R. SAMUEL HUNT I I I
SECRETARY
P. O. Box 5189
Mr. David Baker
Horse Shoe, NC 28742 401 ISSUcu
April 25, 1995
u 1 ?.
U. S. Army Corps of Engineers
Asheville Regulatory Field Office
151 Patton Avenue, Room 143
Asheville, N. C. 28801
SUBJECT: Proposed Pipe Extension
SR 1567, Baynard Road
Transylvania County
Dear Mr. Baker,
I am attaching a straight line diagram with erosion control plan, an
application form for a Nationwide Permit, and a county map section locating
SR 1567, Baynard Road in Transylvania County.
SR 1567 is a gravel road that we propose-to clear, grub, pave, and
replace/extend pipes for a distance of 0.24. miles. Grading will be moderate.
We are requesting permission to replace and Extend a pipe in a live stream
noted on plans at survey station 6+00. The pipe will be replaced using our
standard method of pipe installation described in the erosion control details -
Appendix A of the erosion control plans. NCDOT Best Management Practices
and proper phasing of erosion control items will be used to minimize and
control sedimentation and erosion.
By copy of this letter, we are asking Mr. David Yow, N. C. Wildlife Resources
Commission, to comment directly to the Corps of Engineers concerning the
Nationwide Permit request. Upon review for the Corps of Engineers we are
requesting that Mr. Yow forward a copy to us (NCDOT) as well.
(9
r
Mr. David Baker
Page 2
April 25, 1995
By copy of this letter, we are also asking Mr. Ed Ingle, Area Roadside
Environmental Engineer (NCDOT) to comment directly to us on the above
subject.
Also by copy of this letter, authorization to proceed under section 401 of the
Clean Water Act is being requested from Mr. Eric Galamb, Division of
Environmental Management.
Your earliest consideration for this request would be appreciated. If further
information is needed, please advise.
Sincerely yours,
e. cp. ,?'a ,
C. E. Dumas, Jr., EIT
Assistant District Engineer
CED/ng
attachment
cc: Mr. Eric Galamb, Division of Environmental Management
Mr. Ed Ingle, Area Roadside Environmental Engineer, NCDOT
Mr. David Yow, District Fisheries Biologist, NCWRC

DEM M: ACTION ID:
Nationwide Permit Requested (Provide Nationwide Permit #):
JOINT FORM FOR
Nationwide permits that require notification to the Corps of Engineers
Nationwide permits that require application for Section 401 certification
WMZvIINGTON DISTRICT ENGINEER
CORPS OF ENGINEERS
DEPARTMENT OF THE ARMY
P.U. Box 1890
Wilmington, NC 28402.1890
ATTN: CESAWCO-E
Telephone [phone]
WATER QUALITY PLANNING .
DIVISION OF ENVIRONMENTAL MANAGEMENT
NC DEPARTMENT OF ENVIRONMENT, HEALTH,
AND NATURAL RESOURCES
P.O. Box 29535
Raleigh, NC 27626-0535
AT N: MR. JOHN DORNEY
Telephone [phone]
ONE (1) COPY OF THIS COMPLETED APPLICATION SHOULD 13E SEMI' TO THE CORPS OF ENGINEER S.
SEVEN (7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL MANAGF-mEN7.
PLEASE PRINT.
1. Owners Name: i
N. c. O.
. '
2. Owners Address: 18 yo?s c ?/7 e e , /t/ C ZB 7 ¢Z
3. Owners Phone Number (Home): (Work): (22 ¢) B9/ 79//
4. If Applicable: Agent's name or responsible corporate official, address, phone number:
J .-J. CS'i?4 , n . . Tr.
/?, r•vn i'7CGr
f?a X S/8 f?o isc mho e Al C Z&7
¢,Z
5. Location of work (MUST ATTACH MAP). County:
Nearest Town or City; • /re ?a r?
Specific Locadon'(Include road numbers, landmarks, etc.); z 5,? Sou ??i' 0 7"f7e
f 'Al C 286a.nY cs /SG' 7 O/l c)? SSG 7 C. D5-/•-i?7U G
6. Name of Closest ?Sttream/Riiveer. v`/,7 A.17 C? e-
7. RiverBasin: /'?L°?7C?j ?i?d4rY / ?•?1?C r
8. U this project located in a watershed cla'ssifzed as Trout, SA, HQW, ORW, WS I, or WS II? YES [ J NO (-J'
9. Have any Section 404 permits been previously requested for use on this property? YES (] NO
If ycs, explain.
10. Estimated total number of acres of waters of the U.S., including wetlands, located on project sits:
11. Number of acres of waters of the U.S., including wetlands, impacted by the proposed project:
Filled:
Drained:
Flooded:
Excavated:
Total Impacted: 0. 0 /
12. Description of proposed work (Attach PLANS-8 1R" X 1.1" drawings only): _A1,'R ell/ , /R / ?j?
a. ?/ rl ?s ?Ql Rc a d a s 5 O!i/r7 V-/7 a / a 6,&,1 r/a,'e
i
13. Purpose of proposed work: Sam a cS'
14. State reasons why the applicant believes that this ac
taken to minimize wetland 'viry m t be carried out in wetlands. Also, note measures
impacts. c?a c? ?nG.? T
15. You are required to contact the U.S. Fish and Wildlife Service (TJSFWS) and/or National M
(NNIFSarineFisheriesService
) regarding the presence or any Federally listed or proposed for listing endangered or threatened species r critical
habitat in the permit area that may be affected by the proposed project. Have you done so? YES (T NO(
)
RESPONSES FROM THE USFWS AND/OR NMFS SHOULD BE FORWARDED TO CORPS.
16. You are required to contact the State Histbric Preservation Officer (SHPO) regarding the presence of historic
properties in the permit area which maybe affected by the proposed project? Have you done so? YES [-f NO(
)
RESPONSE FROM THE SHPO SHOULD BE FORWARDED TO CORPS.
17. Additional information requited by DEM:
A. Wetland delineation map showing'all wetlands, streams, ahd lakes on the property.
B. If available. representative photograph of wetlands to be impacted by pMjr-CL
C. If delineation was perforated by a consultant, include all data sheet relevant to the placement of the
delineation line.
D. If a stormwatcr management plan is requircd for this project, attach copy.
E. What is land use of surrounding property?
F. If applicable, what is proposed method of

M
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DIVISION OF.HIGHWAYS
SECONDARY ROAD SIIRVEY
-------------------------------------------- ---------------------------
I8.J ECT SR 1 567 (EAYWARD Ro.)
------------------------------------------------------------------------
?r-.AT I ON BEGIN 125 FE.. SOUTH OF NC-2,30 AND 5R1567 - CONTINUE ON sR1567 FOR I Z50"
TO THE END of THE PRD.)ECr•
------------------------------------------------------------------------
?RI< TYPE
Y. PE
DRAIN, ABC, PAVE, ERDSIOQ CONTROL.
------------------------------------- 7----------------------------------
?RK ORDER PRIORITY
0.002090 - TEMP 1 16 slJs
/RES.
--=---------------------------------------------------------------------
?IINTY RIGHT OF WAY
TRANSYLVANIA SEE NOTES
-------------------------------7----------------------------------------
aTE SCALE
. 1 = I00
---------------------------------------=--------------------------------
?TES : 2 - (,0' SECURED FOR O+DO TD 10 t80
Z - NEED 45' R/W FOR 10+50 7-D Q t50

' VAR1 E5
RIGHT, OF WAY

g{pubEfl PAVFMEtir UIOULM DITCH~
1
_ ?. C?-1/4 PEi1.FT.--?
-1 Yeti
LOCAL RESIDENTIAL ROAD
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1•
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: ??®SI®
CONTID"Lu
A
CIFICAIL
'10-A N
•:is ` - '•e• DET.S•, I"'::?
'-.ti ..e ? ,?'.? .??' is .•r'
'did.D .s ,ri Lion ?, m of
..Pipe Old d iss?par-er - - -- ` _ ? 000
245.03.. Temporary Silt Ditch °C
.............................. TSD
:...::. 245.05
' ... ' Temporary Diversion
.............................
893.01' Temporary Silt Fence TD
890.05 Temporary Slope 'Drain with Earth Berm
245.01.,'.'-.-.'. Silt Basin Type A
.................................
245.02 Silt Basin Type B . j??G4'1-.<??
892.04 Temporary Rock Silt Check Type-A _
895.10 Temporary Rock Silt Check Type-B _---.-.-..
...:...? . ? `.892.01
' •- 'Temporary Da Type-A _
Rock Sediment
892.02 Temporary Rock Sediment Dam Type-B
897.01 Rock Pipe Inlet Protection Type-A ...........
•A
897.02 Rock Pipe Inlet Protection Ty' e-B
894.01 • Rock Silt Screen __- --- ----- _--_--- - - °°°
:245.04 Stilling Basin --.._...------------- -....
Rock Inlet Protection:
896.01 Type A A OR
- ----- 3 - A?
896.02. Type B ------------------------------- B - OR - B))
896.03 •?• •
Type C ------------------- - --C ni -n
X/.
I-lalf i\/locn Silt
_D; Ut!L
• -' tGc'C
12 March, 1992
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MGNWAI HI(tCNANGE

0 0t IAKt0 HIGHWAY HIERCNANG(
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5 -11-IIAII MGNWAT
70 U.S. NUMItllD HIGHWAY
8 U. I. NVMIl1I0 IICYCIE TOUT[
17 NC. HUMMED HIGHWAY
800.000
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V, R I eQr
INTERSTATE INTERCHANGE NUMIEI
1100 S(CONDAIY ROAD NUMI(I
1•???••1 UNDERGROUND FAIL(
2ao 10 7___
RAH ROAD, ANY NUMIII OF TRACKS
DSID IT SINGI( OPTtATING COMPANY
RAT IO.% ANY MU-(j OF IJACKS

? w-.tr•>t:.-? USED IT MORE INAN ON( OIEIAIHG
c 15 6? 11 COMPANY ON SAME OR ADIACENt
IIGHr5.0(.WAY
IAItROAD STATION
•`?' GLACE CROSSING
UNDERPASS
"aI?"' OVERPASS
"R:::: It- RAILROAD TUNNEL
Q AIMT, NAVY?OR MAINE CORPS FIELD
6-
OKINC CLASS N ,
COMM, OR MUNICIPAL AIRPORt
FALLS 7 +
MARKED AUXILIARY FIELD
f 07 ?
T. HIGH 1.• HANGAR ON FIELD( 1' IN SYMBOL)

7
PISGAH ••r1,( FREE 01 TOLL /IIIY
2 6 'CR'S' *
CHTHOUSE

POP 1 291, Lm ,

+ COAST GUARD STATION

TONY KNOB (ANAL
IF
NARROW STREAM
WIDE STREAM
DAM WITH LOCK 11D,ooo
-po 27* 112-1
1.! DAM

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O

PROMINENT BUR, MVM[RAl3
1371
'../` INpCArt tllVAIION

IL6
1601

.... ROAD THROUGH MOUNTAIN PASS
HIGHWAY IRIDGE.OVER 70 n.
"P,-1A" DRAW SPAN ON INCG(
2
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'p.
- .}.- ICED
76 13"
2 1 .0
1 1 114 STATE LINE
2 COUNTY LINT
CITY LIMNS
1 7"
- - RESERVATIGH 01 PARK IOUNDAIY
INSET AREA
s? VMNCCAPORATFD CENSUS'
DESIGNAIIDItACI
DE
CASCA
O COUNTY SEAT _
O OTN11 TOWNS AND VILLAGES
- - 0 IEUNGUUiION S7 A1K1N
PROPOSED _lMf"MYEMENT
FOR PAYING
SR15?7 '; :
,
TRANSYLVANIA Co
PIPE INSTALLATION .
All pipe installed on the project will be installed using
the standard method of pipe installation - Method "A",
Standard No. 300.01B of the NCDOT - "Roadway Standard
Drawings".
All pipes shall be laid in accordance with section 300 of
the North Carolina Department of Transportation "Standard
Specifications for Roads and Structures", January 1, 1990.
Pipes will be installed in the dry wherever possible.
Pipes laid in streams large enough to support trout will be
installed six (6) inches below the stream bed to allow the
bottom of the pipe to silt over so that trout movement will
be over a natural stream bed.
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Silt Basin - 1
(S.B. 7)
,3?
Length of Disturbed Area = 100'
Length of Disturbed Area = 200'
Silt Basin - 2
(S.B. 14)
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3"
2?j
Silt Basin - 3
(S.B. 21)
Length of Disturbed Area = 300'

Length of Disturbed Area = 400'
Silt Basin - 4
(S.B. 28)
;.Basin Sizes based on 600 cubic feet of storage per acre. Basins to be cleaned
out after every storm event and when basins are half full.
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 rock 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 C?2rIERIA:
• Width - variable
• Length -.2 times width
• Depth - 2 ft. minimum storage - 1800 cubic feet/acre (equals L x W x D)

23 March, 1992

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Maich,1992
WE OUTLET ENERGY DISIPAmz:
00
000
00.0
pipe outlet energy disipator shall be used at pipe outlets to slow the water velocities when it
:its the pipe and flows out ditched or natural waterways. It is an apron of stone of a sufficient
ickness to protect the outlet area from scouring out and causing off-site sedimentation dam-
e. Pipe outlet energy disipators should be built according to-the guideline chart shown on
tae 52 of this manual.
,RE.A1S OF USE:
Outlets of pipes and culverts to prevent from scouring.
:SIGN CRITERIA:
• • In accordance with chart on page 52.
• Filter fabric, or six inch layer of gravel, shall be used under stone.
ATERI US :
• Filter Fabric shall meet requirements of section 1056 of Standard Speci ications for
Roads and Structures, January 1, 1990, for type II filter fabric.
• Pipe Outlet to Well-defined
Channel
d `-
l? _
Pipe Outlet to FlztArea-
No Well-defined Channel
A]
W
.1
D
tlut'lt
6tiwli
Section AA
Filicr Fabric or
Gravcl L aycr
ere:
L = length of apron (ft)
W:-- width of apron (ft)
D = thickness of stone (in)
S = class of stone
461
IIL..•.• ZJ•r..
III ?• II .
IUI° Ip 111 Seclicn to I
Htcr FabrIc cc
Gravcl Llycr
June, 1992
TEMPORARY SLOPE DRAIN w= EARTH BERNI: ?-- {--
A temporary slope drain is a flexible tubing or pipe used to carry concentrated
runoff from the top to the bottom of a cut or fill slope without causing erosion
along the slope. An earth berm is an earth barrier designed to channel runoff into a
number of erasion control devices. A berm is usiially constructed with typical 'on-
site material. T -sections and elbows at the inlets are used to intercept the
directional flow of the runoff, to protect the temporary slope drains from washouts.
AREAS OF USE:
• At construction areas where storm water runoff above a cut or fill slope will
cause erosion if allowed to flow over a slope. .
DESIGN CRI'TERIA:
• Peak runoff from 10 year storm.
•. T section shall be used at inlet for multiple directional flow.
• Elbows shall be used at inlet for single directional flow.
Maximum Drainage Area Pipe Diameter
Per Pipe (acres (inches)
0.50 12
0.75 15
.X.00 18 '
>1.00 As Designed

19 March, 1992