HomeMy WebLinkAbout19951271 Ver 1_Complete File_19951214State 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
ID EHNR
December 20, 1995
Buncombe County
DEM Project # 951271
APPROVAL of 401 Water Quality Certification
Mr. Danny Tolar
District Engineer
NC DOT
Post Office 3279
Asheville, N.C. 28802
FILE Got,, i
Dear Mr. Tolar:
You have our approval to excavate and place fill material in 0.09 acres of wetlands or waters for
the purpose of replacing/extending several pipes on SR 1384, South Turkey Creek Road, as you
described in your application dated 11 December 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 Nationwide 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 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,
eston oward, J . E.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Asheville DEM Regional Office
Mr. John Domey
Central Files
951271.1tr
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone 919-733-7015 FAX 919-733-2496
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h, tr A ntonflWAt'rn HANANOTHf PI,AN iS nFOUtMrh rOn Tlit,? PPORCT, ATTAClt
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ntJNrn .?rr,rrn7'rlltr. DATF
P.O. Box 3279
Asheville, N.C.
December 11, 1995
Mr. David Baker
U.S. Army Corp. of Engineers
Regulatory Field Offfice
151 Patton Ave. Rm. 143
Asheville, N.C. 28801-5005
SUBJECT; S.R. 1384, Buncombe Co.
Dear Mr. Baker:
We are providing a package of design sketches concerning wetlands that
will be impacted by this project. We have enclosed a completed N.C D.E.M.
application for your use.
We are planning on replacing or extending several pipes in unnamed
tributaries flowing into South Turkey Creek and also one proposed channel
change in an unnamed tributary as well as one in South Turkey Creek itself. This
stream is not a trout stream nor a tributary to one.
If you have any comments or questions concerning this matter, please
feel free to contact us at this office at 704-298-2741.
Thank you for your cooperation and assistance in this matter.
Sincerely yours,
D11 r) n ? -R . Tout"
Danny R. Tolar
District Engineer
cc: Mr. Eric Galamb, Div. of Environmental Management
Mr. David Yow, Dist 9 Environmental Coordinator
DRT:JNJ:jnj
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N.C. DEPARTMENT OF TRANSPORTATION
DIVISON OF-HIGHWAYS
SECONDARY ROAD SURVEY
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SPECIFICAA'g' IONS
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_' . N.C. DEPARTMENT OF TRANSPORTATION
DIVISON OF-HIGHWAYS
SIECONDARY ROAD SURVEY
URECT SR (384- , sou t+ TuRKF cR . RD ,
-OCATION FRom sty (?-?-o smflERLV TO F.
*OR I< YP GRAL?-= EASE PA-UE 1JRAW
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LOUNTY BukicamE? T0WNS111P E Esr_
DATE SCALE
MOTES
J tiJ
PUB: - BY
EROSION CONTROL
DETAILS AND
SPECIFICATIONS
St.
Symbol Page
245.03 Temporary Silt Ditch ............................
245.05 Temporary Diversion _ ?' ?D 2
893.01 Temporary Silt Fence _--•?"•-?•-?? --- VI 4
890.05 Temporary Slope . Drain....wif-.. h...Earth........ Berm . -------- VI - 6
245.01 Silt Basin Type ..'••••••• 1 `_- VI' s
245.02 •-•--•• .................
Silt Basin Type B •'"""'- ------------ Vi- 10
892.04 ••-'•_ M --- VI -12
Temporary Rock .'""'
Silt Check Type-
A
895.10 VI - 14
Temporary Rock Silt Check Type-B .......... ----------- VI . 16
892.01 Temporary Rock Sediment Dam Type-A...... > -------- -- - VI -1s
892.02
Temporary Rock Sediment Da -
897.01 m Type-B VI - 20
Rock Pipe Inlet Protection _'. -----
o .
894.01 •• ....................... -° --- VI - 22
Rock Silt Screen •
245.04 Stilling Basin ----•---• ....... .......................... --?=°= =----- VI - 24
..................................... ® ----- VI 26
Rock Inlet Protection:
896.01 Type A ............................... A 10-- OR ,A)) ----- VI - 30
896.02 Type B ............................... B 10-- OR B ----- V1 - 32
896.03 Type C ............................... C []-. OR • C ----
VI - 34
PIPE OUTLET EQERb? b(S5F}P6TdR
ERo s (d 1 C09TRO L Mj- rc"G
RDER GLAss RUfN0
VI-1
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March, 1993
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Percent of Grade Type of Lining Recommended
0
Straw and Tack
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greater Stone
VIII- 2
March, 1993
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