HomeMy WebLinkAbout19980957 Ver 1_Complete File_19980929State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
LTZ'M";W'A
'946,10 0 2
NC ENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
November 10, 1998
Transylvania County
DWQ Project # 980957
APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS
Mr. Edward Green
NC DOT
4142 Haywood Road
Horse Shoe, NC 28742
Dear Mr. Green:
You have our approval, in accordance with the attached conditions and those listed below, to place
fill material in 75 linear feet of streams for the purpose of improving SR 1334, as you described in your
application dated September 24, 1998. After reviewing your application, we have decided that this fill is
covered by General Water Quality Certification Number 3103. This certification allows you to use
Nationwide Permit Number 14 when the Corps of Engineers issues it. In addition, you should get any
other federal, state or local permits before you go ahead with your project including (but not limited to)
Sediment and Erosion Control, Coastal Stormwater, Non-Discharge and Water Supply Watershed
regulations. This approval will expire when the accompanying 404 or CAMA permit expires unless
otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your new application except
as modified below. If you change your project, you must notify us and send us 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 conditions. If total wetland fills for this project (now or in the future) exceed
one acre, compensatory mitigation may be required as described in 15A NCAC 2H 00506(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 below.
1. Sediment and erosion control measures shall adhere to the design standards for sensitive watersheds
(T 15A:04B.0024).
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 Water Quality under Section 401 of the Clean
Water Act. If you have any questions, please telephone John Domey at 919-733-1786.
?
tJr. P.E
Attachment r
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Asheville DWQ Regional Office
John Domey
Central Files 980957.1tr
Wetlands/401 Unit 4401 Reedy Creek Road Raleigh, North Carolina 27607
Telephone 919-733-1786 FAX # 733-9959
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post consumer paper
A RANDUM
TO: John Dorney Regional Contact:
Non-Discharge Branch WO Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name NC DOT Pave SR 1334 County Transylvania
Project Number 98 0957 County2
Recvd From DOT Region Asheville
Received Date 9/29/98 Recvd By Region
Project Type culverts
Certificates Stream
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index' Prim. Supp. Basin Req. Req.
F14 F__ O 1' @N ? 6-14 I `' Tr 040301 F_ ?-
Mitigation Wetland
MitigationType Type Acres Feet
Is Mitigation required? Q YQ N
Did you request more info? Q Y Gy
Is Wetland Rating Sheet Attached? Q Y (ZrN
Have Project Changes/Conditions Been Discussed With Applicant? Q Y , C'V
,z
Alf-) V
r
Comments: Recommendation: Issue O Issue/Cond O Deny
cc: Regional Office
Central Office Page Number 1
P, , k
,.. sovf v
JAMES B. HUNT JR.
GOVERNOR
STATE OF NORTH CAROLINA _'(a
DEPARTMENT OF TRANSPORTA
Division of Highways
September 24, 1998
Mr. David Baker
U.S. Army Corps of Engineers
37 Battery Park Avenue
Room 75, Grove Arcade Bldg.
Asheville, N.C. 28801
SUBJECT: Proposed Culvert Extension, Channel Relocation
SR 1334, Ross Road
Transylvania County
Dear Mr. Baker,
980957
ORRIS TOLSON
SECRETARY
Enclosed are erosion control plans, an application form for a Nationwide Permit, and a county
map section locating SR 1334 Ross Road, in Transylvania County. SR 1334 is a gravel road that
we propose to clear, grub, grade, replace/extend pipes, and pave for a distance of 0.32 miles.
Grading will be moderate to heavy.
We are requesting permission to replace and extend pipes in live streams noted on plans at
survey stations 0 + 50, 3 + 95, 10 + 55. 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
Patterson Creek 2+00-5+75 Rt.
Patterson Creek 10 + 50 - 11 + 10 Lt.
Patterson Creek 12 + 75 - 16 + 80 Rt.
4142 Haywood Road, Horse Shoe, NC 28742
Mr. David Baker
Page 2
September 24, 1998
Please note that we do not propose to disturb fill slopes in these locations with the exception of
pipe placement/replacement and a channel relocation as indicated on the attached 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. Mark Davis, N. C. Wildlife Resources Commission.
Due to the alignment of the stream and roadway and right of way constraints from survey stations
4 + 80 - 5 + 40, we are requesting permission to relocate the channel of a small tributary to
alongside said survey stations. The proposed relocation would shift the stream approximately 4 -
20 feet right of the existing channel. (Page 5 - Erosion Control Plans). See attached cross section
of channel relocation.
By copy of this letter, we are asking Mr. Mark Davis, N.C. Wildlife Resources Commission, to
comment directly to the Corps of Engineers concerning the Nationwide Permit request
concerning the trout water buffer zone variance. Upon review for the Corps of Engineers we are
requesting that Mr. Davis 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.
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 information is
needed, please contact me or Mr. C. E. Dumas, Jr., P. E., Assistant District Engineer, at (828)
891-7911.
Sincerely Yours,
Edward . Green, P. E.
District ngineer
EAG/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. Mark Davis, Western Mountain Region Coordinator, NCWRC
Mr. D. B. Allen County Maintenance Engineer
DEM -D: 9980957 COR?S AC7-GN !D:
NnT;CNw.D PE?'?= REQUESTED (PROVIDE ?C- =ONW-Dc ar??_? ®r)
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_, IN T?E
UR--? Y--S [ ] NO [?] __ Y: S, DcSC1_?E rVT_C_??=E D WORK: ..
°z. EST_Tv_?.ED TOTAL NUMBER 0.7 ACRES 7
9b. ES.T?F?'?'ED ?_, NUMBER OF ACRES OF WETLANDS LOCATED ON P-RcjEc- S--T.
0- Z 1 ?.
2
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TOTAL A(=-.ZS TO 3E O. O 1
_0b. (;) ST u C.--Z. N? TO ___ -D BY l.._ PRO'CS (--
N PRGj--C:
P --
-_'..^.G:_?>, o?GV=DD D=S= ?.?JC' 202: .: T- OP. r'_-VD A= _ r tZ L C-Gl? .
-7GTE BEFORE: 75 F-_ (10 •,+ '?'? HE.O ?. Gazed cr. rc_z--a: niah water ccnt::L=s) . 7
ri 7,77
Ai-_rRAGZ_ BEFORE: 0-7S-
(_) _-_r C = ivTi__ -u? _^c C4==- -_Su_ =^ (C 'CK T`= - _--')
CP7_V C:?ti'V ?V/ PT_.:_C=-=_NT CF PTPE
---E IN C ?VN . I
CONSTRUCT=MIT C= r_ rJ?`?/- OD=?iG.
CT =-?: ? P?.?C=??°o%G?°.ntn7F tXT?itS/ate
CONS =CN 07 = POND _3C=CS=J Wr IS THE SIZE 07 T-7
nr____=S_. =D D:t=fit-VG TO T.-. _ -ND': /V4
N4
1_. D=SC?.-= __CN C= G.CS=J WORE =NC UD=NG D=SCCSC=CN CF TV-,;7 Cr
:?_ ?i=C'-T• _ ?G_r'_?_NT_ TO BE USED ( C P rVS. 8 1/2" X 11" DF.:_W=VGS
CIV:.,`Y) ?Nii?„ cZ,sc? ?O?uN 5 R / 3 ? '1 uSi., o??y ?t?. / N x?a.?c?.?no ?-
bc?clCir?r? ??,???o Pry,«a ?r? fLS? ?o?r ?r?a?Prs ?ctrinai? ?4nt??o/s
12. PURPCS 0- PROPOSED WORK:
-Alf- 4- AleLOT
3
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S . AT C=-i RINGFOGSZ. TO Div _S =ON OF E.*TV CRONI?°.NTAL IE' ?Tr_GE SIT REGiRDING
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QGESTCONS REGARDT-NG THE Si A=- CIE R=NGHCUSE R=v_'.N PROCESS S'ciOG'LD BE
D=?rC_CD TO ICE. C R"S B---GGETT, D=--RECTOR SLATE C=RINGHOOSE, NORTH
C?ROLCNA DEP?RTMENT OF ?.DMTNTSTR.PiT_ON, 1-166 HEST JONES STREET, P-ZLEiGH,
NORTH C UROL_NA 27660-1-8003, TELE-2-:ONE (915) 7-1_-6369.
4
18 . T :_ _'GL_Gw=?IG _T?'fc cr.OG-LJ of _?IC?IIDED Tv.T = T-r'. ago -'
PROPOSED D=SC'_?.GE OF F'rC_ y?mr0 GR
_NT0 W--': IDS: WE
? . wEtiD DEL7NE T7 0N Y-A? S-c OW-i NG ILL WET??7Dc S^?-zuc r.?
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-ACTIVITY T_S CONS.STL'?iT W- .T.:. TL. NORTH C_?=cOL_'jA- COA.STA . YA1,zA
PROGRAM.
ONNER' S A GENT'S SIGNATURE
(GENT'S SIC-NATURE 'V? -L-ID ONLY
= AUT OR_ZAT_ON LETTER FROM
TH-E OWNER IS PROVIDED (18c. )
DATE
5 '•
STATE OF NORTH CAROLINA S9 ILL y
SUBJECT PROJECT
_PARTME.NT OF TRANSPORTATION Tic4.vSyGV?2??A COUNTY
DIVISION OF HIGHWAYS
HIGHWAY BUILDING PREPARED BY Sl-C DATE 812'1179 STATION ?Sf
P. O. BOX 25201
RALEIGH. NORTH CAROLINA 27611 CHECKED BY DATE STR NO SHEET OF
10
o p-
_ ..tom _...
a
T
n
0
`4
SO-01
C,KVJIVIV l.V1V 1tCVL
DETAILS AND'
SPECIFICATIONS
Std. #
868 oz- ' Nscription Symbol
00
0 0
Pi Cutlet Dissi tor ........................... 0
A130,03 0000
-
--
Temporary Silt Ditch =
i(,30.05 _--
- -
-
- ................. -
TSD
Temporary Diversion
1605.0/ Temporary Silt Fence ,,,•-_•,-„__._,_.,... --------
/622.01 ;
0
30 Temporary Slope Drain with Earth Berm ?--
..........
--==---=
Silt B
i
T
A
.
16
1
-
as
n
ype
-----............................
/G 30. 02-
i Silt Basin Type B `J
............................_.............. E? ---
/633.0/ i Temporary Rock Silt Check Type-A ___
16 33. oz Temporary Rock Silt Check Type-B
} _____ ______
--- • :.
1634,0 Temporary Rock Sediment Dam Type-A -
/ 6 34, o2 Temporary Rock Sediment Dam T e-B ... :D ...........
- Rock Pipe -Inlet Protection
. .. ---
................................
163(,.01 Rock Silt Screen .................... ....:............. --?° : -----
30.04- Stilling Basin .......................................... ........ ® ---=- - ..
Rock" Inlet Protection:
1632.01 Type A --------• ...................... A ? OR •• A .---- ...
.1632-00 Type B ................. ........... B ?? - OR • B? .
16 32.03 ; Type C ............................... C OR • C ----
g68.04 Rip Rap Class B ................ 00 GO G
868.03 . 00000.
Ditch liner Class "A"
xxx
Note: Type B Silt Basins will be used in conjunction with A Temporary Rock Silt Check -
Type B unless otherwise specified.
. u
A silt-basin type-13 is a temporary basin built to collect sediment flowing through a
dr•;dnage way. The silt basin is built at the base of the ditch with its length being at
t 2 times the width of the basin. The type-$ silt basin is generally built in
injunction with temporaryrock silt checks apd other devices that control or slow
in 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 tempor
aryrock*silt checks and other devices used in
drainage ditches.
DESIGN CRITERIA: .
o See Silt Basin Sizes Typical.
23
March, 1992
C> m ' `J' N 9 HJI31d8
SA`dMHDIH JO NOISIAIO
8
3dA1 NISd9 11IS NOIlViHOdSNVH1 d0 *1d30
c n 1
, VNIIOUV3 H18ON
N H03 JNIMbH0 0Ht1ONVIS HSIIDN3 0 _, dO 31d1S
IIiII
VIII m
I
= o
VIII = (III
- m o
-
_
o
_
VIII m
I I III
- y
VI
=
II
=IIIIIII= VIII m
-
VIII r
- VII I
m
- z
_
VIII
m = VIII
m
r
> m _
-
II
VI
D
? VIII
Z y
VII
I
y UI
2' 0"
IIIIII kIN.
I I -
VIII
=
_
IIIIII
_
IIIIII -
VIII
- m =
Ilill
illl T
IIIIII ? III II
- z
- m
-
r
D
Z
c
u
r
c
n
i
i
i
i
-' m ENGLISH STANDARD DRAWING FOR STATE OF
c ; SILT BASIN TYPE `B' 7DEPT. N OFTRANSPOR ATION
:, ° ISION OF HIGHWAYS
ym
m
?m
2:,
Silt Basin - 1
(S.B. 7)
r ?14'
a 1
Silt Basin - 2
(S.B. 14)
Silt Basin - 3
(S.B. 21)
r \28,
Length of Disturbed Area = 100'
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.
Typical Section
Showing Proposed Work-, Erosion Control - In Buffer Zone
Proposed
Slope
No grading to
be done on creek
side of existing
roadway.
Buffer
Zone
Existing
Slope
Trout
Stream
Grade, Base, and Pave Proposed
V'idenine
(Cut Sid.,)
Berm shall be constructed on shoulder and wiII be maintained throuehout
construction. The roadway is to be sloped to the cut side where possible. If not
possible, water will be released thru dog=m slope pipe or stone lined ditches.
TEMPORARY SILT FENCE:
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 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 CRITERW
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
17 March, 1992
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 drywherever possible.
Pipes laid in streams large enough to support trout will be installed si: (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.
v. ' nJ17 rva
SAVMH91H 30 NOISIAIO
NOIlVIUOdSNVdi 30 'ld30
VNIIOUVO H1HON
30 31V1S
Y
Y
C
i
Y
Y
J
V
O
r
i
W
w
O
O
2
7
Y
Y
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DIST. FROM CENTER DuT. FROM CENTER DIST. CENTER PROJECT
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POLE DATA MPN 61-03447
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