19950360 Ver 1_Complete File_19950404

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
A141YIFA
E3 FE F1
April 7, 1995
Henderson County
DEM Project # 95360
APPROVAL of 401 Water Quality Certification
Mr. C. E. Dumas, Jr.
NC DOT
P. 0. Box 5189
Horse Shoe, N.C. 28742
Fit rn
Dear Mr. Dumas:
You have our approval to place fill material in 0.17 acres of wetlands or waters for the purpose
of road maintenance at SR 1528, Featherstone Road, as you described in your application dated
4 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
31 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 Dorney at 919-733-1786.
Sincerely,
PP ton Howard, Jr. P(y
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Asheville DEM Regional Office
Mr. John Dorney
Central Files
95360.1tr
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunffy Affirmative Action Employer 50% recycled/ 10% post-consumer paper
F
C
EI-I'It 953LO
J
STATE OF NORTH CAROLINA 4oi tsS_ UED
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT, JR.
GOVERNOR
DIVISION OF HIGHWAYS
P. O. Box 5189
Horse Shoe, NC 28742
March 27,1995
401 ISSUED
Mr. Steve Chapin
U. S. Army Corps of Engineers
37 Battery Park Avenue
Room 75, Grove Arcade Bldg.
Asheville, NC 28801
SUBJECT: Proposed Culvert Extensions
SR 1528, Featherstone Road
Henderson County
Dear Mr. Chapin,
R. SAMUEL HUNT III
SECRETARY
4",
5
ItR ??PCa
10\2011
I am attaching a straight line diagram with erosion control plans, an application form for a Nationwide
Permit, and a county map section locating SR 1528, Featherstone Road, in Henderson County.
SR 1528 is a gravel road that we propose to clear, grub, grade, pave, and replace/extend pipes for a distance
of 3.4 miles. Grading will be moderate.
We are requesting permission to replace and extend pipes in live streams noted on plans at survey stations
85+10, 120+70, 146+35, 146+70, 151+50, and 171+95. Pipes will be replaced using our standard method of
pipe installation described in 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.
Due to a septic tank and field line located right of survey station 130+00 we are requesting permission to
relocate the channel of Featherstone Creek alongside station 129+80 Lt. to station 132+00 Lt. This
relocation is necessary in order to upgrade SR 1528 to minimum NCDOT standards and insure safety. In
order to construct the proposed channel, we are requesting permission to construct a temporary stream
crossing at station 132+00. A straight line type plan diagram, cross-sections, construction phasing, and
temporary stream crossing diagram are attached. The proposed channel is an eight (8) foot trapezoidal
channel with 1.5:1 sideslopes lined with NCDOT Class I Rip Rap to a height of 3.25 feet to accommodate
the 10 year flood. The existing stream gradient of 1.9% will remain the same in the proposed channel.
Please note that Featherston Creek is not classified as a DEM Trout Stream.
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.

Mr. Steve Chapin
Page 2
March 27, 1995
By copy of this letter, we are also asking Mr. Ed Ingle, Area Roadside Environmental Engineer (NCDOI)
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 at [phone].
Sincerely your
C. E. Dumas, Jr., EIT
Assistant District Engineer
CED/ng
attachment
cc: Mr. E. L. Ingle, Area Roadside Environmental Engineer
Mr. Eric Galamb, Water Quality Certification Unit, DEM
Mr. David Yow, District Fisheries Biologist, NCWRC
DEM,M: ACTION ID:
,lationwide 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
WILMINGTON DISTRICT ENGINEER WATER QUALITY PLANNING
CORPS OF ENGINEERS - DIVISION OF ENVIRONMENTAL MANAGEMENT
DEPARTMENT OF THE ARMY NC DEPARTMENT OF ENVIRONMENT, HEALTH,
P.Q. Box 1890 AND NATURAL RESOURCES
Wilmington, NC 28402.1890 P.O. Box 29535
ATTN: CESAW CO-E Raleigh , NC 27626-0535
Telephone [phone] AI MR. JOHN DORNEY
Telephone [phone]
ONE (1) COPY OF THIS COMPLETED APPLICATION SHOULD 13E SENT TO THE CORPS OF F.NGD4EERS.
SEVEN (7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT
PLEASE PRINT.
1. Owners Naive: _ /A,/' e , ?e D ,- 1Lrr7 c r7 11-_-61 ? L `
2. Owners Address: "0• 3ex 'S/ 8 9 612. t ; /y C Z87 ¢-Z
3. Owners Phone Number (Home): (Work): ?7d `-- 8 9/ ? 791.1
4. If Applicable: Agent's name or responsible corporate official, address, phone number:
41)S7wr?C7" ? 7e-e-
O.o" `8 e rsG ?' e e . C.. Z 7¢Z
5. Location of work (MUST ATTACH MAP). County: e/7,01e rSor 7
Nearest Town or City: • yerlOle r Z'o r7 V • ! ?e
Specific Location (Include road numbers, laridma&S. etc.): 'ft c > -e ' c e. f be , r7 J 4 Ahr,
?n?evsec.7.on e 0/74/ Q r/VGSTGrIi/
a,r«f "i ors ?o? /7, 7G-5 ( 3.4-n-2 fa Me /' le-'sec7<, on "o ? SRl5Z8 f SR115( 0 eEO. P.)
6. Name of Closest Stream/River;
7. River Basin: r7 e?7_ . /3,r? 4 e0; ?e •?
8. Is this project located in a watershed classed as Trout, SA, HQW, QR.W, WS I, or WS II? YES (] NO
9. Have any Section 404 permits been previously requested for use on this property? YES ( ] NO [
If yes, explain.
10. Estimated total number of acres of waters of the U.S., including wetlands, located on project site: D. / 7
11. Number of acres of waters of the U.S., including wetlands, impacted by the proposed project:
Filled:
Drained:
Flooded:
Excavated: -- . / 2
Total Impacted: 0,17
.
`K
12. Description of proposed work (Attach PLANS-8 1R" X 11/" drawings only): L??'?en S/? /SZB -
Feaf?Cr.S'/ a?G Roa el a'T 5'hoA/rl or7 Ti/?•'ca.? Z1,C- % on_
13. Purpose of proposed work: 5- 1;77 c a S / Z
14. State reasons why the applicaint believes that this activity must be. carried out in wetlands. Also, note measures
taken to minimize Wetland irnpacts. $a -- 4 fil.E ehmGd7 fs
15. You are required to contact the U.S. Fish and Wildlife Service (USFWS) and/or National Midne,Fsheries Service
(NMPS) regarding the presence or any Federally listed orproposed for listing endangered or threatened species or critical
habitat in the permit area that may be affected by the proposed project. Have you done so?
YES[ RESPONSES FROM TBE USFWS AND/OR NMFS SHOULD BE FORWARDED TO CORPS. ' NO ]
16. You are required to contact the Stato Historic Preservation Officer (SHPU) regarding the presence f historic
properties in the permit area which may be affected by the proposed project? Have you done so? YES [? NO ( ;
RESPONSE FROM THE SHPO SHOULD BE FORWARDED TO CORPS.
17. Additional information required by DEM:
A. Wetland delineation trap showing all wetlands, strew=', aild lakes on the property.
B. If available, representative photograph of wetlands to be impacted by project.
C. If delineation was perfarmcd by a consultant, include all data sheets relevant to the placement of the
delineation line.
D. If a stormwater management plan is required
E. What is land use of surrounding property'
F. If applicable, what is proposed method of

-- - --- EROSION CONTROL PLAN
NORTFI OAROI..INA DEPARTMENT OF TRANSPORTATION
DIVISION OF. HIGHWAYS
SECONDARY ROAD SURVEY
-------------=-------------------------------- ---------------------------
l? R•J ECT $R /528 - FEA7"HER STONE RO. .. _ _
-----------------------
;LnCATION gCG: AT=•F/VrERSEGI'/D/1/ aF SRl6/7 f Sal/$Z8 - eoNTI.NU,6 -7'/V .4 IVFSTEf?Ly
_ 49i R--c r' ro THo o f PRooz5c rAT rll c t/VT,ER SEcT/ON AVI7 SR 1360,
/7,765 pt
iWORK TYPE
GRADE, t?RA/,?l,.ABC, P,gVF, wEAoSiowcoiYrRoG.
--------------------------=-----------------=------- ---- ---------------
?WORK ORDER PRIORITY
6.962/76 (TEMR) 5F RURAL
i
•----------------------------------------------------------=--------------
COUNTY RIGHT OF WAY
?/ENI?ERSoN 6-0
=DATE ----------------------------------. SCALE
/00
------==--------------------------------
'------- ------------------------
NOTES --
SOME f/AzAR,Doc/s SECT/oA/ =1VpgpV,EM61I7S HAVE gEE,yfD.t1PLETE?
I ON rHiS ROAD.
4 s - lo(o -r 50 --? Gc? - /o - 9
RIGHT, OF WAY
:. Co ' I S .Cv - :?
SHOULDER PAV FMEii t SHOIA-GQ DITCH
'wF? 1/4" PEfn.FT. ?I F?13. F-E

LOCAL RESIDENTIAL ROAD
6
sr©c or ABC
w
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}??_ .z s ..;EROSION CONTROL

SPECIFICATIONS
;DETAILS AND
! •? It + 1

S
L
t tr A. .. ..

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r Std. Description Symbol

=Pipe<?ulet disip?or
a
- - - _ _ - - -

245.03
Temporary
Silt Ditch aa??
, ..............................
o
245.05 Temporary Diversion
_•-___-__•••_-•_-,___••_-•___ ?TD --
893.01 Temporary Silt Fence --
890.05 Temporary Slope Drain with Earth Berm f-- t-
245.01 Silt Basin Type A .................................
•----.--
245.02 :Silt Basin Type B
...........................................
892.04 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 Type-B ___
::897.01 Rock Pipe Inlet Protection Type-A
o
897.02 t Rock Pipe' Inlet Protection Type-B ._-________
894.01 ° z Rock Silt Screen .............................................
' 245.04 Stilling Basin ............. ..........................
' Rock Inlet Protection:
... A
........................... -
896 01 Type A' -- OR `896.02 7 Type B ............................... B - OR -896.03 Type C -•-------------------•--------• C ? ' OR
Y I/
Rip -Rap C la,,C? I? - - - - Xx?
'. Half Mocn Silt basin - - -
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S/? /5z
------------ - ------ NEIVOERSON
PROJECT ---------- COUNTY ------------------------------------ Sheet---- / ------
OWNER OF POLE LINE _? K R??'? -__-_--- _-_
- ---------------------------------------------------

STATION
POLE DIST. FROM CENTER
PRE/ENT ROAD DI/T. FROM CENTER
PROJECT MST. CENTER PROJECT
AFTER MOVING

REMARKS
NUMBER LT. RT. LT. RT. LT. RT.
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POLF- DATA NPN 61-03447
` S? l SZ8 ------- COUNTY ------------------------------------ ----------------- Sheet----- of ? _.
?ROJECT )WNER OF POLE LINE C?U7Jf/f?N_l3_EL-----------------------------

TION
POLE- DIET. FROM CENTER
PRESENT ROAD DINT. FROM CENTER
PROJECT DIET. CENTER PROJECT
AFTER MOVING

REMARKS
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HENDERSON COUNTY' :..
NORTH CAROLINA
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LEGEND
PROPOSED CI/ANN£L
EYISTANC, CfVaN1,16-Z
1
? T t ? PROaO<s'E/? ? ;
C//AN/VEL /biro }
EX/Sr/n/C, CNRNNEL /
57,4, 2100
.v ?. I
F3EC,. C NQNMEL
CHANGE SrA/25
s9E (-NANNkG RCl oC,4r1o1j1
CROSS SEc rla?/s
Arr?cH???IvT
11
/f
/ f.
1

NN
PRO PO SEl?
/- TEMPORARY
C'RaSS!it/C
! SsE .4'rr??y.?Eirr
13Z t 00
I3/foO
SWPT1C TANK
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Construction Phasing
Site 1
Phase I - Rock silt screens will be placed in the stream at Sta. 133+25 and Sta. 133+50.
Phase II - A temporary stream crossing will be constructed at Sta. 132+00.
Phase III - Excavation of the proposed channel will been at the upstream tie in at Sta. 129+80. Rock
material along the left bank of the stream along Sta. 129+80 - Sta. 130+10 will require some
drilling and blasting to be removed.
Upon removal of rock material between Sta. 129+80 - Sta. 130+10, excavation will continue
downstream to a point just prior to the temporary stream crossing at Sta. 132+00 with rip rap
protection being placed as the channel is excavated. All material will be removed by
pulling it away from the existing channel.
Fill material will then be placed along the right stream bank begirmutg at Sta. 129+80 and
ending just prior to Sta. 132-00. Fill material wTill be placed in the existing, stream channel as
shown on the attached detail "Special Rock Toe Embankment Fill Section", so that no earth
material will be directly exposed to the stream.
Phase IV - The temporary stream crossing at Sta. 132+00 will be removed; and rip rap protection will be
placed along both sides of the stream in this area to complete construction of the proposed
channel change.
Phase V - Rock silt screens at Sta. 133+25 and Sta. 13 3+50 will be cleaned and then removed.
Note: Rock silt screens will be cleaned out as needed.
Additional measures will be added as needed.

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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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 CRITERIA:
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

TEMPORARY SLOPE DRAIN WITH EARTH BERM: <- ?----
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 usiually 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 CRITERIA:
• 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
1.00 18-
>1.00 As Designed
19
March, 1992
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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 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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28 March, 1992
PIPE OUTLET ENERGY DIsIPATOIt:
••
•••
••••
A pipe outlet energy disipator shall be used at pipe outlets to slow the water velocities when it
exits the pipe and flows out ditched or natural waterways. It is an apron of stone of a sufficient
thickness to protect the outlet area from scouring out and causing off-site sedimentation dam-
age. Pipe outlet energy disipators should be built according to the guideline chart shown on
page 52 of this manual.
AREAS OF USE:
Outlets of pipes and culverts to prevent from scouring.
DESIGN CRITERIA:
• In accordance with chart on page 52.
• Filter fabric, or six inch layer of gravel, shall be used under stone.
MATERIALS:
• Filter Fabric shall meet requirements of section 1056 of Standard Specifications for
Roads and Structures, January 1, 1990, for type H filter fabric.
Pipe Outlet to Flat Area-
No Well-defined Channel
A A
o W
Plan
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Filter Fabric or
Gravel Layer
Where:
L = length of apron (ft)
W = width of apron (ft)
D = thickness of stone (in)
S = class of stone
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June,l992
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SPECIAL ROCK TOE EMBANKMENT FILL SECTION: .
On projects where fill material must be placed in a Buffer Zone, it must be built with a rock toe
embankment. Fill should then be placed behind the rock embankment such that no earth mater-
ial is directly exposed to the buffer zone area. The rock must extend up the slope so that the
entire slope is plated with the stone. This procedure shall be implemented in the sequence as
outlined in the detail shown below
Sequence for Building Special Rock Toe Embankment Fill
46b June, 1992

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J ,cconmerided Treatment
straw and tack
fiberglass roving or higher velocity
excelsior
rip rap

Notes: ":-..riP rap class'size, thickness and filter cloth can he
determined•by,District Engineer
-;:.channels should be excavated sufficiently to allow placement
A of the rip.rap in a manner such that the finished inside
'. rlimensions and Grade of the rip rap meet design
N
V
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 avail-
able, 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.
The stone or broken concrete shall be graded to meet the following
requirements:
1. For Class 1 Rip Rap. Stone shall vary in weight from'5 to 200 pounds.
At least 30 percent of the total weight of the rip rap shall be in
individual pieces weighing a minimum of 60 pounds each. Not more
than 10 percent of the total weight of the rip rap may be in individual
pieces weighing less than 15 pounds each.
Section 1044
1042-2 STONE FOR EROSION CONTROL.
The stone shall be of a hard, durable nature and shall range in size as
follows:
Class Size
A 2„ - 6,r
g 5" - 15"
All stone shall meet the approval of the Engineer. While no specific
gradation is required, the various sizes of stone shall be equally distributed-
within the required size range. The size of an individual stone particle will
be determined by measuring its long dimensions.
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A.
Typical Section
Showing Proposed Work, & Erosion Control
Proposed
Slope
No grading to
be done on creek
side of existing Existing
roadway. Slope
----- --------
Stream ( 1 1
1
Grade, Base, and Pave Proposed
Widening
(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 will be released thru down slope pipe or stone lined ditches.
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DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
REPLY TO
ATTENTION OF
May 15, 1995
Regulatory Branch
5W
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Action ID No. 199502703 and Nationwide Permit No. 26 (Headwaters and Isolated
Waters)
Mr. J.J. Swain, Jr.
State of North Carolina
Department of Transportation
Post Office Box 5189
Horse Shoe, North Carolina 28742
Dear Mr. Swain:
Reference your March 30, 1995 application for Department of the Army (DA)
authorization to clear, grub, grade, pave, widen, and replace/extend culverts
on S.R. 1528 (Featherstone Road) for a distance of 3.4 miles, along
Featherstone Creek, near Hendersonville, in Heofield ounty, North Carolina.
Culverts will be replaced and extended in live at 6 locations along
the length of theproject. In addition, a 220 cot channel change will
be necessary in order to avoid a septic tank aline at station 130+00.
As a result of the road improvement, approxima acres of headwater
wetlands and stream channel will be impacted. ject has been
coordinated with the NC Wildlife Resources ComWRC).
For the purposes of the Corps of Engineers' Regulatory Program, Title 33,
Code of Federal Regulations (CFR), Part 330.6, published in the Federal
Register on November 22, 1991, lists nationwide permits. Authorization was
provided, pursuant to Section 404 of the Clean Water Act, for discharges of
dredged or fill material into headwaters and isolated waters.
Your work is authorized by this nationwide permit provided it is
accomplished in strict accordance with the enclosed conditions, those
conditions outlined in the April 6, 1995 WRC letter (which you have already
received), and provided you receive a Section 401 water quality certification
from the North Carolina Division of Environmental Management (NCDEM). You
should contact Mr. John Dorney, telephone [phone], regarding the above
mentioned water quality certification. This nationwide permit does not
relieve you of the responsibility to obtain other required State or local
approval.
This verification will be valid for two years from the date of this
letter unless the nationwide authorization is modified, reissued or revoked.
Also, this verification will remain valid for the two years if, during that
period, the nationwide permit authorization is reissued without modification
or the activity complies with any subsequent modification of the nationwide
permit authorization. If during the two years, the nationwide permit
authorization expires or is suspended or revoked, or is modified, such that
the activity would no longer comply with the terms and conditions of the
nationwide permit, activities which have commenced or are under contract to
commence, in reliance upon the nationwide permit, will remain authorized.
This is provided the activity is completed within twelve months of the date of
the nationwide permit's expiration, modification or revocation.
Primed on 0 Recycled Paper
-2-
Questions or comments may be addressed to Mr. Steve Chapin, Asheville
Field Office, Regulatory Branch, telephone [phone].
Sincerely,
G. Wayne Wright
Chief, Regulatory Branch
Enclosure
Copies Furnished (without enclosure):
Mr. John Dorney
ater Quality Section
ivision of Environmental Management
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 29535
Raleigh, North Carolina 27626-0535
Mr. David Yow
NC Wildlife Resources Commission
57 Hilltop Road
Asheville, North Carolina 28803