19960392 Ver 1_Complete File_19960426

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
[D EHNF=?L
May 8, 1996
Transylvania County
DEM Project # 960392
APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS
Mr. J.J. Swain
N.C. DOT
P.O. Box 5189
Horse Shoe, NC 28742
Dear Mr. Swain:
You have our approval to place fill material in 0.01 acres of wetlands or waters for the purpose of
improving SR 1332, as you described in your application dated 23 April 1996. 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. Applicant is
reminded that High Quality Waters BMP's shall be used for sediment and erosion control. 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.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Asheville DEM Regional Office
Mr. John Dorney
Central Files
Sinc ely,
4 UlHlow?a?r, r. P.E.
960392.1tr
Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NC 27607 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.
GOVERNOR
DIVISION OF HIGHWAYS
P.O. Box 5189
Horse Shoe, N.C. 28742
April 23, 1996
GARLAND B. GARRETT JR.
SECRETARY
RECEIVED
APP 2 6 1996
Mr. David Baker
U.S. Army Corps of Engineers
37 Battery Park Avenue
Room 75, Grove Arcade Bldg.
Asheville, N.C. 28801
SUBJECT: SR 1332, Cherryfield Creek Road
Grading and Paving
Transylvania County
Dear Mr. Baker,
40 \SS\3S®
ENVIRONMENTAL SCIENCES
,.,,u
960392
Please find enclosed herewith erosion control plans, application form for a Nationwide Permit, and a
county map section locating SR 1332, Cherryfield Creek Road, in Transylvania County. SR 1332 is a
gravel road that we propose to clear, grub, grade, replace/extend pipes, and pave for a distance of 0.61
miles. Grading will be moderate.
We are requesting permission to replace and extend pipes in live streams noted on plans at survey stations
12+25. Pipes will be replaced using our standard method of pipe installation described in the erosion
control plans. NCDOT "Best Management Practices for Protection of Surface Waters" and proper
phasing of erosion control items will be used to minimize and control sedimentation and erosion.
By copy of this letter to Mr. Richard Phillips, P. E. (DEHNR) we are requesting a variance to work in the
Trout Water Buffer Zone at locations described as follows:
STREAM STATION RANGE LOCATION
Cherryfield Creek 0+00 3+45 Lt.
Cherryfield Creek 5+75 12+25 Rt.
Please note that we do not propose to disturb fill slopes in these locations with the exception of pipe
placement/replacement at stations 2+25, and 8+60 as indicated in the enclosed erosion control plans. We
are requesting that Mr. Phillips approve our request for said variance when he receives the required
comments from Mr. E. L. Ingle, Area Roadside Environmental Engineer, and Mr. David Yow, N. C.
Wildlife Resources Commission.
¦J
Mr. David Baker
Page 2
April 23, 1996
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 and Mr. Phillips, DEHNR,
concerning the trout water buffer zone variance. Upon review for the Corps of Engineers we are requesting
that Mr. Yow forward a copy to us (NCDOT) as well.
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 project and Mr. Phillips, DEHNR, concerning the trout water buffer
zone variance.
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 any further inf/ needed,
please advise.
Y
ain, Jr., P. E.
Engineer
JJS/CED/ng
attachment
cc: Mr. Richard Phillips, P.E. , Regional Engineer DEHNR
Mr. E.L. Ingle, Area Roadside Environmental Engineer, NCDOT
Mr. Eric Galamb, Water Quality Certification Unit, DEM
Mr. David Yow, District Fisheries Biologist, NCWRC
Mr. D. B. Allen County Maintenance Engineer
9 ?
DEM ID: ^ACTION ID: 401 ISSUED
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
WU vIINGTON DISTRICT ENGINEER WATER QUALITY PLANNING
CORPS OF ENGINEERS - DIVISION OF ENVIRONMENTAL M
DEPARTMENT OF THE ARMY NC DEPARTMENT OF ENVIRONM -AtIt
P.O. Sox 1890 AND NATURAL RESOURCES ' 'a
Wilmington, NC 28402.1890 P.O. Box 29535 s
ATTN: CESAW CO-E Ralei NC 27626-0535 APR 2 6 1996
Telephone [phone] AMN: JOHN DORNEY
Telephone [phone]
ONE (1) COPY OF THIS COMPLETED APPLICATION SHOULD 13B SENT TO THE CORPS-{S INFERS.
SEVEN (7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT.
PLEASE PRIM
I. Owners Name: / C /D d T
2. Owners Address: ®, &9,Y ' /8 rs (D17e e VC. -29'? ?.?
3. Owners Phone Number (Home): (Work): (70 ¢),q9J 7 9//
4. If Applicable: Agent's name or responsible corporate official. address, phone number,
"
tf , i7 e et,

5. Location of work (MUST ATTACH MAP). County: / e-4 -7 /1/ a
Nearest Town or Ciry??3°' e ? A r el
L•ocation'(Inciude road numbers, landmarks.
.5'R /39Z c5Rc .%'33Z'
7/1.1 ae, ,1-7 a
s
r
4/ A Ate/ > r7
6. Name of Closest Stream/River.

7. River Basin: _ ref t7 C}7 15 "pall X/ V e ,--
8. U this project located in a watershed classified T u A. HQW, ORW. WS I, or WS II? YES (y-' NO [ j
9. Have any Section 404 permits been previously requested for use on this property? YES [ ] NO (r+
If yes, explain.
10. Estimated total number of acres of waters of the U.S., including wetlands, located on project site: 0. / 9 a c, --c s
I1. Number of acres of waters of the U.S.. including wetlands, impacted by the proposed project:
Filled: 0 0
Drained:
Flooded:
Excavated:
Total Impacted: 0, 0 /
A
12. Description of prop
Ad s 0-
13. Purpose of proposed
used work (Attach PLANS -8 1 " X 1 "drawings
S G ee 7e - _ Vv en

14. State reasons why the applicant MeTe?'.t
'activity must be carried out in wetlands, Also, note measures
taken to minimize wetland impacts. v
15. You are re
quired to contact the U.S. Fish and Wildlife Service (uSF?VS) andlorNational Marine Fisherias Service
(1`1MFS) regarding the presence or any Falcrally listed orproposed for listing endangerod or threatened species r critical
habitat in the permit area that may be affected by the proposed project, Have you done so? y f NO j
1ZESPt)NSES FROM THE USFWS ANDlOR NM3~S SHOULD SE FORWAI2U]rU TO CORPS.
16. You are required to contact the State Historic Preservation Officer (SHPO) regarding the presencey f historic
Properties in the permit area which may be affected by the proposed project? Have you done so? YES [mil NO ( j
RESPONSE FROM THE SHPO SHOULD BE FORWARDED TO CORPS.
17. Additional information required by DEM:
A. Wetland delineation map showing all wetlands, streams, afid lakes on the property
B. If available, representative photograph of wetlands to be impacted by project.
C. If delineation was performed by a consultant, include all data shecti relevant to the placement of the
delineation line.
D. If a stormwater management plan is required for this prof t, attach co
E. What is land use of surrounding property? e -
F. If applicable, what is proposed method of sewage dis
Signature
Date
to
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
SECONDARY ROAD SURVEY
Sp-. 13aJZ?CNEPf2?/F/EGb GQE Qo??
LOCATION BEG,N xr =Air&,zSrcTio v 0jr 52, l39z pwo se, I33z .4Md co,,MV&e AV 14•N /,/o2rHEW
DtEgMe l FoZ A ToTp.L D.sTh„l2.E op 3230' GEET TO TH,: E/vA 0P
P4?v?Fc7',
WORK TYPE
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WORK ORDER 002090 PRIORITY
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COUNTY RIGHT OF WAY •
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DATE SCALE
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NOTES

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RIGHT OF WAY
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DIET. FROM CENTtR GIST. FROM CENTRX OIST. CENTtn PROd ECT '
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STATION REMARKS
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DRO.IECT: 5 E!. /3 3 Z COUNT-: T?41J5 yL V.4N f1-
SHEET / OF
STATION - EXISTING
OIAM R LENGTH SKEW PROPOSED
DIAMETER LENGTH SKEW REMARKS
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PI?OPOSF.O
IMPROVEMENT
FOR PAVING
S R -Q ? .

TRANSYLVANIA COUNTY
NORTH CAROLINA
EROSION CONTROL
DETAILS AND
SPECIFICATIONS
St-_ -Description Symbol
Pipe Outlet Dissipator 000
000
245.03 Temporary Silt Ditch 00 00
245.05 Temporary Diversion ............
Temporary Silt Fence TD ---
890.05 Temporary Slope Drain with Earth Berm
.......... I --------
245.01 Silt Basin Type A .-_.:- -
............
Silt Basin Type B ........... . ----------
245.02
-E) --
892.04
------------ •...... ..--- E> ---
Temporary Rock Silt Check Type-A
895.10 Temporary Rock Silt Check Type-B
892.01 Temporary Rock Sediment Dam Type-A
892.02 ---
Temporary Rock Sediment Dam T
ype-B --- 897.01
Rock -----------
Pipe Inlet Protection :D* U
...
............. 894.01 Rock Silt Screen °
245.04 Stilling Basin ......................
Rock Inlet Protection:
896.01
Type A ............................... A - OR --A
896.02 Type B ............................... B OR • B -----
896.03
Type C -----• ....................
Rip Rap Class "B" x x
...............
x xx
Ditch Liner Class "A" 0000
0000
' Nolte: Type B Silt Basins will be used in conjunction with A Terporary Rock Silt Check -
Type B unless otherwise.specified.
OUTLET ENERGY DisiPATojj:
. 00
• • • '
i•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 sufficien
ickness to protect the outlet area from scouring out and causing off-site sedimentation darn- t
;e. Pipe outlet energy disipators should be built according to the guideline chart shown on
.ge 52 of this manual.
.REAS OF USE:
Outlets of pipes and culverts to prevent from scouring.
:SIGN QuTFRIA:
• ' In accordance with chart on page 52.
• Filter fabric, or six inch layer of gravel, shall be used under stone.
ATERIALS: '
• Filter Fabric shall meet requirzments of section 1056 of Standard
Roads and Structures, January 1, 1990, for type R filter fabric. Speci ications for
Pipe Outlet to Well-defined
Channel
Pipe Outlet to Flat Area-
No Well-defined Channel
4
fW
plan
L L
L
.. D ERA,
7- Section AA
Filter Fabric or
Gravel Laycr
ere:
L:-- length of apron (ft)
W = width of apron (ft)
D = thickness of stone (in)
S = class of stone
46a
L
Filter Fabric or
Gravct Layer
June, 1992
E
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 temporaryrock 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: .
• -S-ee Silt Basin Sizes Typical.
23 March, 1992
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STATE OF
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DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
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STATE OF
W TEMPORARY ROCK SILT CHECK TYPE 'B' NORTH CAROLINA
a DEPT. OF TRANSPORTATION
o " DIVISION OF HIGHWAYS
N J RALEIGH, N.C.

2
Length of Disturbed Area = 100'
Silt Basin - 1
(S.B. 7)
P3 14"
d ?I
21: .
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Length of Disturbed Area = 200'
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 - 2
(S.B. 14)
Silt Basin - 3
3 (s.B. 21)
SECTION 1042
RIP RAP MATERIALS
1042-1 PLAIN RIP RAP.
Stone for plain rip rap shall consist of field stone or rough unhewn quarry stone. The
stone shall be sound, tough, dense, resistant to the action of air and water, and suitable in all
other respects for the purpose intended. Where broken concrete from demolished structures
or pavement is available, it may be used in place of stone provided that such use meets with
the approval of the Engineer. However, the use of broken concrete which contains
reinforcing steel will not be permitted.
All stone shall meet the approval to the Engineer. While no specific gradation is
required, the various sizes of the' stone shall be equally distributed within the required size
range. The size of an individual stone particle will be determined by measuring its long
dimension.
Stone or broken concrete for Rip Rap. shall meet the requirements of Table 1042-1 for the
class and size distribution.
TABLE 1042-1
ACCEPTANCE CRITERIA FOR RIP RAP
AND STONE FOR EROSION CONTROL
REQUIRED STONE SIZES - INCHES
CLASS MINIMUM MIDRANGE MAXIMUM
A 2 4 6
B 5 8 12
1 5 10 17
2 9 14 23
. No more than 5.0% of the material furnished can be less than the minimum size specified
nor no more than 10.0% of the material can exceed the maximum size specified.

PIPE INSTALLATION
All pipe installed on the project will be installed using the standard method of pipe
installation - Method "A", Standard No. 300.01 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", July, 1995. 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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"STATE OF
NORTH CAROLINA
DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
RALEIGH,.'."

Typical Section
Showing Proposed Work, Erosion Control - In Buffer Zone
Proposed
Slope
No grading to
be done on creek Buffer
side of existing Zone Existing
roadway. ?--? Slope
Trout
Stream I I
Grade, Base, and Pave Proposed
Widenine
(Cut Side)
Berm shall be constructed on shoulder and will be maintained throughout
construction. The roadway is to be sloped to the cut side where possible. If not
possible, water v-U be released thm doNm slope pipe or stone lined ditches.