19990051 Ver 1_Complete File_19990518

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor NCDENR
Wayne McDevitt, Secretary Kerr T. Stevens, Director
August 1, 1999
Haywood County
DWQ Project # 990051
APPROVAL of 401 Water Quality Certification
Mr. C.R. Styles, P.E.
North Carolina Department of Transportation _
Division 14, District 2
P.O. Box 250
Bryson City, NC 27611-5201
Dear Mr. Styles:
You have our approval, in accordance with the attached conditions and those listed below, to place till
material in 0.03 acres of wetlands and 90 linear feet of streams the purpose of widening SR 1348 in
Haywood County. In addition to the proposed 90 linear feet of stream impact, you are authorized to
relocate a 150 linear foot section of Laurel Branch Creek. The relocation will be constructed so that the
existing' stream width, gradient, grade, and sinuosity is reconstructed. The adjacent riparian streamside
slopes shall be revegetated with an appropriate composition and density of woody species to provide
shading of the stream system. Use of rip rap for stabilization shall be precluded except where absolutely
necessary for streambank stabilization. The project should be constructed in accordance with your
application dated 9 January. 1999. After reviewing your application, we have decided that this fill is
` covered by General Water Quality Certification Number 3108. This certification corresponds to the
Nationwide Permit Number 26 issued by the Corps of Engineers. In addition, you should acquire any other
f?derai state.oraocal permits before you proceed with your project including (but not limited to) Sediment
ttd•4o. lion, 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.
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 total wetland fills for this project (now or in the future)
exceed one acre, or of total impacts to streams (now or in the future) exceed 150 linear feet, compensatory
mitigation may be required as described in 15A NCAC 2H .0506 (h) (6) and (7). For this approval to
remain valid, you must adhere to the conditions listed in the attached certification.
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.
P.O. Sox 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post-consumer paper
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 or John Hennessy at 919-733-1786.
Sincerely,
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Asheville DWQ Regional Office
Central Files
c:\ncdot\SR 1348\wqc\990051.doc

Memorandum
To: John Dorney
From: John Hennessy
Re: 401 Certification for SR 1348 (attached)
401 Certification for Widening of SR 1348
The DOT is proposing to relocate 150 feet of existing stream. They would like to count the relocation as
mitigation and preclude the need for addition mitigation. I spoke with the project engineer this afternoon
and I believe we worked out an agreement that you will feel comfortable with. The existing system has a
rubble substrate and in devoid of any sort of canopy and is more or less a trapezoidal channel. It is
presently in a DOT maintained right-of-way. They are proposing to relocate the stream and match the
existing width, gradient, grade, and sinuosity. Moreover, they are willing to vegetate the streambanks of
the new channel with woody vegetation to provide shading of the system. Given the cross-sectional
configuration of the channel, they feel that class B Rip Rap will be necessary in areas. I concur. However,
the Rip Rap is close to the existing substrate anyway; and the addition of trees for shading purposes would
probably result in a net gain to the water quality. I think this represents a good compromise given the
degraded nature of the existing resources presently existing on site.
I recommend we issue the permit. I have written up the 401 to address these issues in relatively specific
terms. Please review and sign/comment. Put in my box and I will handle the .
06/28/1999 14:57 4
MEMORANDUM
TO: John Dorney
Non-Discharge Branch
PAGE 01
Regional Contact:
WO Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name NC DOT Pave SR 1348 County Haywood
Project Number 99 0051 County2
Recvd From DOT Region ASWOUe
Received Date 5118/99 - Recvd By Region (p - ?? 101
Protect Type Pavipg SR 1348
Certificates stream
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type impact Score Index prim. Supp. Bain Req. Req.
?
030 O Y ®N . ? 115-27 i X4^0,-303-. F
Mitigation Wetland
MitioationTwe Type Acres Feet
Is Wetland Rating Sheet Attached? O Y N Did you request more info? O Y ON
Have Project ChangesJConditions Been Oiscussvd With Applicant? O Y • N
Is Mitigation required? C Y ON Recommendation: O Issue • Issue/Cond O Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
ec
Central Office
NCDENR
DIVISION OF WATER QUALITY
June 30, 1999
Memorandum To: John Hennessy
From: Todd St. John
Subject: NC DOT SR 1348
DWQ# 990051
Haywood County
The plans show a relocation of approximately 160 to 165 feet of stream. (The
application indicates 150 feet.) It is not clear from the staff report if this is a perennial
stream. The staff report only indicates that mitigation is not required which seems to
based that on the proposal by the Regional Office that the relocation be done as a
restoration. To make matters more confusing, some of the new/extended culvert length
may be on the above channel. (Also, it has been my experience that there is a
".misconception "out there" that relocations do not require mitigation.) In any event, if
gation is required because the relocated portion of the channel is perennial, then the
recommendations in the Staff Report should be requirements.
MEMORANDUM
TO: John Dorney Regional Contact:
Non-Discharge Branch WQ Supervisor:
Date: CAS
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name NC DOT Pave SR 1348 County Hay Vp do' d
Project Number 99 0051 County2 s`?f
p ? G
4
Recvd From DOT Rego eVille
Recvd By Region .,;a??
Received Date 5/18/99 (D
Project Type Paving SR 1348 C",
Certificates Stream 'A.
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
-f
` ,ter
030 r__O Y -@)N F__ 5-27 r _Cr- 40,305. F- I
Mitigation Wetland
MitigationType . Type Acres Feet
Is Wetland R4ting Sheet Attached? O Y ON Did you request more info? O Y ON
Have; Project Changes/Conditions Been Discussed With Applicant? O Y ON
Is Mitigation required? O Y 0 N Recommendation: O Issue ® Issue/Coed O Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
e?
cc: Regional Office
Central Office Page Number 1
4:tp
Zr
STATE or NotR'nti ('.\ P01-INA
DEPARTMENT OF TRANSPORTATION
JAMFIS B. HUNT JR. E. NORRIS TOLSON
(it)WIMOR SE(-1ZIi'1':\1l)'
January 9, 1999
Haywood County
SR 1348
)
V
P4YM
J
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'
Mr. Bob Johnson (
l1 FD
215 Army Corps of Engineer
Reg. Field Office
Room 75, Grove Park Ave.
Asheville, NC 28801-2714
Dear. Mr. Johnson:
The North Carolina Department of Transportation is proposing to grade, drain, base
tiid pave primarily along the existing roadway of SR 1348, Laural Branch Road in Haywood
CnUnty'. In order to construct this project in accordance with our current secondary road
.,standards and due to the rechannelization of Laural Branch (DEM Class C), the replacement or
extension of two (2) pipe culverts in Laural Branch and the addition or replacement of two (2)
pipe culverts.iin two unnamed tributaries of Laural Branch, we are requesting authorization
under Section 404 of the Clean Water Act.
dr,: sending a straight-line diagram with our proposed erosion control an
construction limits at various sites along this project. In addition, a typical sectiorrbf the road,
drawings for the channel change in Laural Branch and the pipe replacements in Laural Branch
and i the unnamed tributaries of Laural Branch, general notes and standards on erosion
n
control measures, and a marked County Map are enclosed. We propose to install the new
culverts slightly below the existing stream bed elevation where bedrock is not encountered to
minimize. impact to Wildlife habitat and allow the existing stream gradients to remain as
unchanged as physically possible.
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 controls are being effectively controlled. If the planned
devices are not functioning as intended, they will immediately be replaced with better devices.
The silt fences and other erosion control devices will be in place prior to pipe construction and
will remain in place until the project is stabilized.
P.O. Box 250, Bryson City, NC 28713 Phone [phone]
Mr. Bob Johnson
Page
January 9, 1999
By copy of this letter I am asking Mr. Mark Davis, Habitat Coordinator Western
Mountain District, of the NCWRC 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 Clear Water Act from Division of Environmental Management. In addition, I am asking
Mr. Davis and Mr. Ed Ingle, Area Roadside Environmental Engineer (NCDOT), and Mr. Richard
Phillips (DEHNR), to comment directly to me concerning this permit request.
We would like to begin construction as soon as possible. If further information is
required, please advise. Your early review and consideration will be appreciated.
Yours r ly,
C. Styl s, P. E.
District ngineer
CRS:sd
atfa:
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 Eric Galamb, Water Quality Certification Unit, DEM
Mr:.Mark'Davis, Habitat Coordinator W. Mtn. Dist., NCWRC
P.O. Box 250, Bryson City, NC 28713 Phone [phone]

l

STATE a
?e wyn?
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR. E. NORRIS TOLSON
GOVERNOR SECRETARY
January 9, 1999
Haywood County
SR 1348
Mr. Bob Johnson
215 Army Corps of Engineer
Reg. Field Office
Room 75, Grove Park Ave.
Asheville, NC 28801-2714
Dear Mr. Johnson:
The North Carolina Department of Transportation is proposing to grade, drain, base
and pave primarily along the existing roadway of SR 1348, Laural Branch Road in Haywood
County. In order to construct this project in accordance with our current secondary road
standards and due to the rechannelization of Laural Branch (DEM Class C), the replacementdor
'extension of two (2) pipe culverts in Laural Branch and the addition or replacement of two (2)
pipe culverts in two unnamed tributaries of Laural Branch, we are requesting authorization
under..Section 404 of the Clean Water Act.
I am sending a straight-line diagram with our proposed erosion control and
construction limits at various sites along this project. In addition, a typical sectiorrbf the road,
440ngs for the channel change in Laural Branch and the pipe replacements in Laural Branch
and. inthe unnamed tributaries of Laural Branch, general notes and standards on erosion
control measures, and a marked County Map are enclosed. We propose to install the new
culverts.slightly below the existing stream bed elevation where bedrock is not encountered to
minimize impact to Wildlife habitat and allow the existing stream gradients to remain as
unchanged as physically possible.
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 controls are being effectively controlled. If the planned
devices are not functioning as intended, they will immediately be replaced with better devices.
The silt fences and other erosion control devices will be in place prior to pipe construction and
will remain in place until the project is stabilized.
P.O. Box 250, Bryson City, NC 28713 Phone [phone]

Mr. Bob Johnson
Page 2
January 9, 1999
By copy of this letter I am asking Mr. Mark Davis, Habitat Coordinator Western
Mountain District, of the NCWRC 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 Clear Water Act from Division of Environmental Management. In addition, I am asking
Mr. Davis and Mr. Ed Ingle, Area Roadside Environmental Engineer (NCDOT), and Mr. Richard
Phillips (DEHNR), to comment directly to me concerning this permit request.
We would like to begin construction as soon as possible. If further information is
required, please advise. Your early review and consideration will be appreciated.
Yours ?r l y,
C. Styl s, P. E.
District ngineer
CRSsd
atta.
cc:: Wr. Richard Phillips, P. E., Regional Engineer DEHNR
Mr, F. D. Martin, P. E., Division Engineer
M-r'. .E. L. Ingle, Area Roadside Environmental Engineer
Mr:'Eric Galamb, Water Quality Certification Unit, DEM
Mr; Mark Davis, Habitat Coordinator W. Mtn. Dist., NCWRC
P.O. Box 250, Bryson City, NC 28713 Phone [phone]
{
DEM ID: CORPS ACTION ID:
.IATT_ONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #): f 11
PRA 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.
,. OWNERS NAME: NCDOT - DISTRICT ENGINEER: C. R. STYLES, P.E.
MAILING ADDRESS:
P.O. DRAWER 250
CITY: BRYSON CITY
SUBDIVISION NAME:
N/A
STATE: NC ZIP CODE:
28713
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE) :
LcLItrcc.1 Pr'%'l-r('k R02J JL HC-?L.200d ri _ln4!9
_ TELEPHONE NUMBER (HOME): (WORK): [phone]
IF;AP°LIC.ABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
?LONE -NUMB,ER: SAM AS ABOVE #1
L(=TION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC
!A-'%? .,OR AERIAL. PHOTOGRAPHY WITH SCALE)
COUNTY: Ale, ?1Jood NEAREST TOWN OR CITY: JOV,) e-=S ?i
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4
SPECIFIC LOCATION (INCLUDE ROAD
NUMBERS, LANDMARKS, ETC.)
r
6. IMPACTED OR NEAREST STREAM/RIVER:
I 4-o
RIVER BASIN: -1-01(_ f,
7a. IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER
(SA), HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORW), WATER
SUPPLY (WS-T- OR WS-II)? YES [ J NO jXj IF YES, EXPLAIN:
7b. IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES ( J NO (XI
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?
N/A
8a.,., HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON
TH13'.:PROPERTY? YES ( J NO ( IF YES, PROVIDE ACTION I.D. NUMBER OF
,-PREVIOUS PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401
-CERT riCATION)
8b. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE
FUTURE?- YES .[.J NO IF YES, DESCRIBE ANTICIPATED WORK:
/ ?r-? C.
9a. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND: 6
9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
2
j A
10a. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: ; lr?--
EXCAVATION:
FLOODING:
OTHER:
DRAINAGE:
TOTAL ACRES TO BE I.MPACTED :
10b. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT F
RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION) : ( I
LENGTH BEFORE: / S 0
FT AFTER:
FT
WIDTH BEFORE (based on normal high water contours): e
/ FT
WIDTH AFTER:
`-??
AVERAGE DEPTH BEFORE: 017S
FT AFTER:
(2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEh RELOCATION '` F PLAC ENT OF PIPE IN CHANNEL: 190 LF•
CHANNEL EXCAVATION:
CONSTRUCTION OF.A DAM/FLOODING:
OTHER: to ?fe vac
lA,rp Z?C7F'ri51 C^S p!j 160 f'
11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF HE
WATERSHED DRAINING TO THE POND?
N/A
WHAT IS THE EXPECTED POND SURFACE AREA? N/A
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF
MECHANICAL EQUIPMENT TO BE USED (ATTACH PLANS: 8 1/2" X 11" DRAWINGS'.
ONLY):
O_WTOFM D PAVE SR '3 TO MEET CURRENT NCDOT STANDARDS B'Y USE OF
TRACK HOES, BULLDOZERS, DUMP TRUCKS, BACK HOES, MANUAL LABOR, ETC.
-------------------------
--------------
13. PURPOSE OF PROPOSED WORK: SAME AS ABOVE IN # 12
3
lc
S_TAT- REASONS WHY IT IS BELIEVED.,THAT THIS ACTIVITY MUST BE CARRIED
OUT IN- WE-L;4NDS. (INCLUDE ANY MEASURES "TAKEN "Tc tlINIMI.ZZ -WETLAND'
IMPACTSI 70rATN TH NEEDED WTDT}; Tfl R1m Il SR ? `? TO N .DnT STANDARDS_ 'AL!_
CHANNEL CHANGES WILL BE CONSTRUCTED IN THE-DRY. RIP-RAP WILL ONLY BE USED FOR
BANK STABILIZATION. ALDERS, RED MAPLES, BLACK WALNUTS, WILLOWS, SYCAMORES, DOGWOODS',
ETC. WILL BE RE-ESTABLISHED ON THE BANKS. ALL PIPE REPLACEMENTS WILL BE PLACEb
SLIGHTLY BELOW THE EXISTING STREAMED GRADIENT SO NATURAL SUBSTRATE CAN BE RE-ESTABLISHED.
15. YOU ARE REQUIRED TO CONTACT THE U.S. FISH AND WILDLIFE SERVICE
(USFr7S) 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: HANDLED BY CORPS (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
PROPERT;ES IN THE PERMIT AREA WHICH MAY BE AFFECTED BY THE PROPOSED
PROJECT. DATE CONTACTED: HANDLED BY CORPS
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE OF
PUBLIC (STATE) LAND?
`' NO, GO TO 18)
S NO [ ] ( I F
IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN ENVIRONMENTAL
DOGUMZNi PURSUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA ENVIRONMENTAL
POLICY-AC T?
YES [ ] NO
b.IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA
DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE?
YES [ J NO [ ] N/A
IF AN8WE'R:. TO 17b IS YES, THEN SUBMIT APPROPRIATE, DOCUMENTATION FROM THE
STATEE. CLEARINGHOUSE TO DIVISION OF ENVIRONMENTAL MANAGEMENT REGARDING
COMPLIA4CE`WITH THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT.
Q'UEST`ICN.S_'?EGARDING 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
? t
18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS-APPLICAT'3ON IF
PROPOSED ACTIVITY INVOLVES THE DISCHARGE, OF EXCAVAT-ELD OR FTLL
INTO WETLANDS:
MATERIAL
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? RURAL WOODLAND,
RESIDENTIAL
f. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL? N/A
(AGENT
I F AUT
5
9. SIGNED AND DATED AGENT AUTHORIZATION LETTER, It APPLICABLE.
NOTE: WETLANDS OR WATERS OF THE U. S. MAY NOT BE IMPACTED PRIOR. TQ.
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 PROPOS$D
ACTIVITY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT=?
PROGRAM.
OWNER' S/AG NT' SIGNATURE
` DATE
'S SIGNATURE VALID ONLY
HORIZATION LETTER FROM THE OWNER IS PROVIDED (18g.))
r M
-W` - i - N
5.9
U N T X: -'N S.
i _
µp 1' P^U'N KNOB HARMON 133.
o
DEN ; WILDLIFE _ \ G
PUG KNOB ti
c,
MANAGEMENT 1336
j+1G? ( P
GdA HAYNE$ KNOB = r y/ j
379 1
9UZZARO °005" (]i \ ; 1 i 4p
AREA TO HOT SPRINGS
-- - ? •\•
PISGAH ,- J o
BETSEYS GAP ! 9
nIA`.'"'\ •.\ /13eo ^ELEV. 5.895
p?.0 a3 \ Fines Creek .6 NEBO MTN.
\ \ Ch.
r 13A1 1360' 13331 1343,2 ?•?
? R
NATIONAL P342 a.a
- 1334 ` H E
, ^ 13x1 ?}•-•- 1900
A
?^ { GRASSY' KNOB 1 \ 1362 3 338
_ 13- • 5 1 ? CRABTREE BALD o lsny (i
T 6 . Y ELEV. 5.680 \ 1 ` i • .
p1???q 1 "Ir \
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LEV.4118 yF .,? .•? .1!!''??,y d 1510 ,.? ISO-9 Is1r z
V /dC, ) Z 1615/4
fYYY1?. COVE CREEK GAP / PG f,"J nl SEAY J
ELEV.4.062 a `,1 MTN,
,I N 1
? 1 1
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1547
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?1 - A\ ?? / ??oi KuEY ? J 19 EAGLENEST MLN• / 1 .
t .. ? . \,• _ o ' 1 \ 1 WAYNESVILLE
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7 JY -NNESSEE ;NC
MISS S c
ALA. GA.
QUADRANGLE LOCATION
1'102
2171 Iwf[wlOw-OtOLOOICAL.Vwr.ywA.lVwo.onlo 83°00'"ly
1.8 MI. TO U.8. 778 INTERCHANGE 1
8.4 MI. TO CLYDE 218NOM.E.
crvA tea-NEAapped and edited by Tenn
ROAD CLASSIFICATION 'ublished by the Geological
Heavy-duty ......... Poor motor road .... ==== ,ontrol by USC&GS, USGS, and
Medium-duty ........ Wagon and jeep track _-_-
Lig_ht-duty .......... Foot trail ........ Revised by TVA in 1967 by phote5
--"aerial photographs taken 1967 an:
Interstate Route U. S.,Route State Roul?uadrangle dated 1941. Map fiela
Polyconic projection. 1927 North
10,000 foot grid based on North C
:oordinate system
1000 one meter Universal Transvgrse
COVE CREEK GAP, N.CZ
Zone 17, shown in blue
N3537.5-W8300/7.5 Fine red dashed lines indicate sele
1967 (isible on aerial 'photographs. This
AMS 4355 11 NE SERIES V842
W t,
i
ROAD NAM C,
S_R
FROM L F +-o
ADD ITION
IMPROVEMENT
TO BE PAVED

P. POLES TO BE MOVED
T_ POLES TO BE MOVED
R ZW WIDTH
SCALE

1" =50,
/Z -9 - 97

5?-

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Std-
245.03 Temporary Slit Ditch ' .......
Temporary Diversion „-..,•
893.01 Temporary Slit Fence .............:..:.....
Earth .-
'Berm
890.05 Temporanc` ope' Drain with ...-.-
245.01 Slit Basin 'Type A
245.02 Slit. Basin Type B ... ..................... ....... .........
892.04 Temporary Rock Slit Check Type-A .........
895.10 Temporary Rock Slit Check Type-B .........>. .
---:._
892.01 Temporary Rock Sediment Dam Type-A ......
892.02 Temporary Rock* Sediment Oars Type-8 ;--
...........
897.01 Rock Pipe inlet Protection Type=A
897.02 Rock Plpe Inlet Protection Type-B,
894.01 flock Silt Screen .............................................
248.04 Stilling Basin ......... ................................. FRI
Rock. Inlet Protection:
896.01 ..... A.. OR sA
Type A ...........................
z.
OR - B
.
'. 896:02 Type 8 • ............ :..? .......... :.... `/
- -
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896.03 Type C ?. " C .
12 March. 1992
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ROCK SILT CHECK DAM
SILT BASIN, B
TEMP SLOPE DRAIN
TEMP SILT: DITCH
TSD -
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fig' `?
a
TEMPORARY SILT FENCE:
??
A.tcnipofdry=Silt -f nice is commonly used at the to?;of a fill section to prevent of
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 flowwhile
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 not 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 CRnmRIA:
Material
Fabric
Steel posts length
Post spacing
With Wire
Type 3 Class A
5 ft
10 ft.
Without Wire
Type 3 Class B
5 ft.
6 ft. maximum

17 March. 1992
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L'?
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SILT BASIN TYPE-B:

A. siltbasii[ type--B is a teripcrary basin built to eollec.t.sedir-?ent 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 CRITERIA:
• 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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March, 199?
ROCK PIPE INLET PROTECTION TYPE-A: A A
•
A rock pips inlet prote% Lion Hype =A is a 1orszsizoe saFed su ucture' with a built-in
53i:neut storage area around the outside pe^:*neter of the structure. The type- A
rock pipe inlet protection shall be used at pipe- inlets no larger than 36 inches in
diameter where it is receiving flow from several directions. The type-A rock pipe
inlet protection utilizes class -3 stone lined with #5 or #57 stone to protect drainage
pipe structures by trapping sediment before it enters. They have a sediment storage
pit which is designed by the same procedures as a silt basin.
AREAS OF USE:
• At inlets to pipes no larger than 36 inches in diameter where it receives flow
from several directions.
• In areas where it can be cleaned and maintained on a regular basis.
DESIGN CRITERIA:
• Structural stone - class-B stone
• Sediment control stone - #5 or #57 stone
• Sediment storage area - 1800 cubic ft./acre
• Dam height - 3 ft. minimum
33 March. 1992
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a
ROCK SMT SCREEN:
3
... ,
h rock slit scre~.n is a low-lZVel cTaln stiucture to be use in s rcaiis blow culverC _
sites. Rock ail*. screens shall be used to trap sedinner_*_ 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 1115
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)
37 March. 1992

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