19930684 Ver 1_Complete File_19930806

401 IS
SU
JAMI s IS. I ION I, fR.
MACO) I COUN fY
rz 15 4

STATE OF NORTH CAROLINA W+.(,
DEPAuMENT OF TZANSPOR7AT r....'.'`
DIVISION OF HIGI IWAYS SAM I IONI
P.. 0" Box 1,551 S1 (TI IARY
iandrr?w ;, II. C. 11,001
(lucler , t 6, 1 `)9
Mr. Bob Johnson
U.;3. Army Corps of Frrcl:i rwer,_;
Rm.. 75, Grove Arcade: Building7 Battery Park Avenue
()rshevill.e, N. C. "IA901_
Dear Mr. Johnson:
The North Caroliria Dep,art:in ent of Transportat. iorl is
proposing to gI-adc;., dra:i.n, I lv. ,.e and pave prim.?riIy along the
e?<i t i nq roadway of `:?f? 154:x' , Flat Mou n to i n Road, in Macon
Ccmnty during the l99,:-i- J9c.)4 fi_sc:,:.il year'.. In order to
con_;t:ruc:t this projc,c,t in a(?cordance w.it.h or_rr current
,??rcondary road standards it. will be necessary to replace an
e"J. f.ing 18'' CMP (-.:__lvort with 40 L.F. of 18'' C:MP which Ud).l.1
cart°y the flow from ,spring. An unnamed tributary to FA
trout stream parc'alleal?? the road and a 50 ft,. buffer zone
encroachment. in this area cannot be avoided.
Thc, ? trcaws de ccribecl in applic,,At.i.on are !.rnala
rrnnaii i ed t r i b u t a i ic, to Big Creol< whi_cY?i carries; a N. C.
Division of FnvironmHntal Management class.ifi(":I .io1) eaf
W'5,--TI I Trout. Wat.F?r. The rnanagenie nt. practices will be
u. 7, ,d to mi n i,mize rmd control erosion ...md scud .mk3ntation on
project.. The construction f=oreman will.. review all
erosion control, measure_', daily to unsure ero, 'iron and
se,di.mentation .-..rc! being e tte.ct;ively controlled. Tf the
pl.irined device: are not, furwt..Joning .,As i.ntende.d, they will
imrnediotloly be rc:)placed w:i.t.,h better devi.ce?,;. The rock silt
scre.e,n<_, and other e?rosion control device:,s will. be in place
prior tcon,trl.r c:t.ion .?tcti.viiy and will remain ire pIacei
I_In1,iI the, projec:i- . i e> tabi.a. i.zcd.
Enclosed arc a location rncIp, straight l:inc, diagram,
p1.an/pr of i.le ,I?r F,t;;, c,rc? ?.ic,rr contrc:?l plans anc:l d-_?tai 1,'-'., and
a Mc'p g location of the project, c::(lvert
re:ptaccm-innt. ai.to, ?ncl t)uffer ,_kre,_?.

Mi. Bob Johnson
P ._ q n -'
Ar_rnc. qt 6 1993
By copy of th
Wildlife Re"nurcnc
unncerning tho 404
copy of this le Lt.e
Management, we are:,
401 of the Clean W
r_ letter,
Comml slon
Nati "nwidc
to the N.
re gHOSt.incl
i t o r Act,.
wo are re:?quest.int_t thn N. C.
to comment directly to you
Permit application. Also, by
C. Division of Environmental
<url,horizal,ion under Section
A requonL will be rn dp on
encroachment in the trout water
uninmed t;r Lbutory to Big Creek.
a asking Mr. Mickey CIniumons,
DDI, to cummrnt di rucLl y to me
buftnr° Znne3 oncroauhmnnt..,
this project for a temporary
buf tar Tons of a small
By copy of Ms letter, I
NCWRC, and Mr, Ed Yngle, N(-:
concerning the' trout wai ar,
We would 1. l.kP to hogin consst.ructi.on of LKr_3 project x
=on as po _>iblo and your early review and consideration
wi_ll_ be greatly apprpciaLed. If you have any questions
concerning this application, please contact me at. (704)
j21-4105.
`:>inc orely,
W. Trent Anderson
County Maintenance Engi neer-
WTn/ri
EnuLoscare,
cc: Mr. Mickey C.lommons, District Fisheries Biologist, NCWRC
Mr. Ed Ingle, Area Roadside Environmental Engineer, NC DOT
Mr. Veer l-in Edwarcln, P. F., 14th Division Engineer
Mr. Eric G. Ininb, Water Wuality Certification Unit, NCDEM
Mr„ Richard Phillips, P. F., Regional Engineer, NCL>FHNR
L APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT OMeAPPROVAL NO. 0710-0'003
(33 CFR 325) Expires 30 September 1992
Public reporting burden lor this collection of information Is estimated to average 5 hours per response for the majority of cases. Including the time for reviewing Instructions,
searching existing data sources, gathering and maintaining the data needed. and oompledng and reviewing the collection of information. Applications for larger or more complex
projects, or those in ecologically sensitive areas, could take up to 500 hours. Send comments regarding this burden estimate or any other aspect of this collection of Information.
Including suggestions for reducing this burden, to Department of Defense, Washington Headquarters Service, Directorate for Information Operations and Projects, 1215 Jefferson
Davis Highway. Suite 1204, Arlington, VA 22202-4302; and to the Office of Management and Budget, Paperwork Reduction Project (0710.0003). Washington, DC 20503. Please
DO NOT RETURN your completed form to either of those addresses. Completed application must be submitted to the District Engineer having jurisdiction over the
location of the orooosed setlvhv_
The Department of the Army permit program is authorized by Section 10 of the Rivers and Harbors Act of 1899. Section 404 of the Clean Water Act and Section 103 of tie Marine,
Protection. Research and Sanctuaries Act. Those laws require permits authlorizing activities In of affecting navigable waters of the United States, the discharge of dredged or fill
material Into waters of the United States, and the transportation of dredged material for the purpose of dumping it Into ocean waters. Information provided on this forth will be used
in evaluating the application for a permit. Information In this application Is made a matter of public record through issuance of a public notice. Disclosure of the Information
requested Is voluntary; however, the data requested are necessary In order to communicate with the applicant and to evaluate the permit application. If necessary Information is
not provided, the permit application cannot be processed nor can a permit be issued.
One set of original drawings or good reproducible copies which show the khcadon and character of the proposed activity must be attached to this application (sea sample drawings
and instructions) and be submitted to the District Engineer having jurisdiction over the location of the proposed activity. An application that Is not completed In full will be returned.
1. APPLICATION NUMBER (To be assigned by Corps)
2. NAME AND ADDRESS OF APPLICANT
W. -['yen-. A?Ndecsok
NoC?-h Carolina Dept... 61 Transpo( tAtior'.
PO, stet ISSI
A.na r e
w5
NC 28`iOl
Telephone no. dung business hours
3. NAME, ADDRESS, AND TITLE OF AUTHORIZED AGENT
Telephone no. during business hours
A/C ( ) (Residence)
A/C ( ) (office)
Statement of Authorization: l hereby designato and authorize
to act in my
behalf as my agent in the processing of this permit application and to fumish,
upon request, supplemental Information In support of the application.
A/C ( ) (Residenco)
A/C (704) _ 321- 4 l O (office)
SIGNATURE OF APPLICANT
' 4. DETAILED DESCRIPTION OF PROPOSED ACTIVITY
DATE
4a. ACTIVITY -
?O replace. are 1 3?n CS P;Pe C'Atvert, on Std IS431 RaL MatAeAn% -RA
In Macon Cbi-tAy) cLtlvert. c.aWte5 54xe-i4. ?6w 64 a small
s P ('11 n j w h i c? ? 5 ?.r ? k? Q ry ?0 13 tJ C.ceek Creel. ha S a
1? C IVY WS M _ -T`rola.,
4b. PURPOSE
To widen- a nA Pave SR I S 43 +-o meet, current NC. C)OT skcLnJarJs
?o r tY P i cal se-C.U ors, and al;3 rX mern-? 4 r Pates- Seco ndarI r6 a.3
S.
4c. DISCHARGE OF DREDGED OR FILL MATERIAL
FN(; Fr)RRA A mr. c. - n-t
..., .. r.. ... ......s?.owo.nt?t (PrgXr 1:crcwOR)
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(S?c? nnoi DN4 10 oej
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ySY lilul?il ?I 1591 KNOB
MOSS
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'lolly 5pr45
Lt„nnu ? i,`
I _ 76 t \YGIF
KNOB
??" J ONION ,`j V I
MIN. (IC° / OlD ROCKY 1
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w Y'Ellij?Y le?e .:
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1m ? I]]9 - v.i?n15
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o'
qs 0. IsJI 1
n
®? Is1j ?Hop6ocV MO?inuln
1311 .7 'JI.t:1:- - - •.,??
1 ;>•, HOGBACK' MIN, 5 ¢BUCK CREEK GAP
1 EI I V 4,950
\ L I,]7 3
j1
Vt?. 78 .? ( / y BLACK ROCK MTN. 11164 YELLOW MUt
ELEV. 5,145
JAL2 - 177E ??' \• -,? /1371 Lt? 1574 -_. __ L I5 IS}4 ,
- CVI'LASAJA
hafts 1,se _
/ c,v,•k g
I 18 78 SKY 111
1079 CAMP j /
11 e
1313
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1 MEN. 4 0 A !7j1
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n/I(/ H 01 t? s
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/? ?:, IOfq r!. r ,k`t10 L-G?cY ' G .<.?77R t 2.4 A4
l ?1Vss1' t?l VlyK
s?y\_ VANHOOK CAMP '- --f ,Y 33"05'
N4 I / 919\ GROUND _ Y - - --
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1530 _. ?, j t 731,1 1079 '1%?%• 7 tr1 ? ??,. ? '7.? ? Q
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1.4 .? 1 •\ 1ACKS0N CO. 0
/I ?Tt DOG MTN 3[f
t,,K ,. I _ lees `? ?\ ? '? ?; ;. ".ja y' ? •\
Uf
K I(/ \+ 106 l 1 - IAp]
NOB Rd. SCALY MTN. l.}
1471 s? ELEV A,801
!011111 ??-
o _
C 28
.n11 e ? ,? ? n g 0
. (? - \
/ .7 `? 67? J fFq J LITTLE (<" 1` `?SATUI?AH 4,640 MTN 6
CALY MIN. ) EL
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F? O 000. 31403 1573 - pS?f 101] dy - .If, 9 ?, O
Scaly Y' 01 Rd. 1J \ I1 1511 ?b ?(ein :'Ino PO 4d ?r
lo I
Fv.v1 ? 1\ .e ?1? t 1? v? 9 Y 1019 ?IaoT
5 ,v 1e77 OSAGF
Nul Eor. 15>0, MTN. (((ity v .? 1094 y .:r
Rd. !015 \ m f" • \lT 10 q.zy ?I*I w?
a Ell. ar, OCONEE
COUNTY
w
R A B U N C O U \N T Y MACON C
NORTH CAR(
~ r PREPARED BY THE
?IC?RTH (-APnl.INA r)rpA.RTAAFNT C
Proposed Road ........ ............ .
Existing Road ....................
Railroad....'. ....................... ?_,--
Control of Access Line. -
Slope Stake Line ................ - '
Culver4 ...... ............. =; ' k
Woods ...: .. ... ' .............. 0 -I!C) 0+0 or - ----?-
Telephone or Telegrapll Pole ......... ?l:.\ is i
...Tower Pole and Line... .......... a-----? •
Power Pole ...... ?ExIS ' a? ?l'itnl> b i
--?
1 ? Easenlent Dine. . .................. _ ?..?
Mowin Limit .................. ?-
Guard Rail .......................... T T
Sanitary.,Sewer Line ................. - --3s Y- SS
Water Line ........ .......... ------{ F----I t-
Gas Line ................... --C cas _.0-_
1'l OPOSED EXIS'I'I ?'G
Chain Link: Fence ................... -? ?- -u--t7-
Woven Wire Fence .................... - ?•- _0 -------- 0-
?`?...
Re.aeneration ........................
Reforestation -7z-.
Temporary Silt Ditch ............... 'rsb TSI)
Temporary &lt I" ence .............. ..4h Plf----f I+-
Temporary Slope Drillll .......
Brush Garri??I' '
Silt Check Dam Type A ..............'. n
Silt Check Dam Type B ...............
Silt Basin 1?-peA ..................... -+ •
Silt Basin Type B .
Rock Silt Check Dam ................. '.';??
>? ai=l h Berm . . . ..................... -* .-? --? .-. -..---.
Temp, Stone Ditch Check _ .........?13?.
-riII1ino I`1hPi? LI
TEMPORARY ERO510IV CONTf--eOL SKM, BOLS
C/l/P STONE DITCH CHECK
OCK SILT CHECK DAM
LT BASIN-B
-MP SLOPE DRA I N
:MP SILT DITCH
I R TH C-M BANKMEII T
' L T FEN C E
-MP STRE4 M CpOSSIlV G
3ERGLASS ROVI N G
?p*

T
TS D

iii-?fi

m8uuN .'C; 0.
MAD NAME FLAT MOUNTAIN
S. R. - 1543 FROM S.R. 15 3 8 35 ? Tn S.R- 15Z4 44?

LMPROVEM ENT
TO HE PAVED
P POLES TO DF MOVED
T. POLES TO DE MOVE D
W WI DTI-I
SOLE
DATE
?iZZ212?_
?? _
5 o
_2-5-91
1
5+00 - 5+00
CALVIN SPEED
RT. I
HIGHLANDS, N. C.
W. T. DIVVER
508 ORR ST. ie'c.M.F?
ANDERSON, S.C. 29621
1
+ 60
T
NANCY DIVVER '2-+ 00
P 0. 130X 307
DUE WEST, S.C.
f
-5 0-
I
0+00+ 0+00
JAMES LOWE
PT I
HIGHLANDS, H.C.
MARTHA LOWF.
RT. I
-iIGHLANoDS, N. C.'
1 O +uu
FURMAN DALTON SR.
BOX 31
HIGHLANDS, N.C
e
VIVIAN DAL-TON I
P l'
HIGHLANDS, N.C.

7+65
CHARLES MONTGOMERY
200 ARCHDALE DR.
ANDERSON, S.C. 29621 -
0
6+30
I
I
5+001
10+00
I FRANCES RIPPETOE
© 2961 PRIMROSE
0. _?. DALLAS, TX. 75234
9+30
HENRY DURHAIA
RT I
HIGHLANDS, N.C.
i

6+00
0--r
O
?5 ? 00
15+00
i
s
STA. 12+55=13+55
6 d
REDUCE R/W TO 17'LFT OF
FOR ROCK WALL I
JAMES CRAWFORD JR.
721 NORTON ESTATES CI R.
S N E L LV I L LE, GA. 30278
f3
STA 12+25
A Z x 2" ROCK COLUMN
TO BE MOVED OFF RAW
STA.I 1+00= 11+46
WOODEN FLOWER BOX
TO BE MOVED OFF R/W
- 11+00
0
0' -?
0 --3- 1
3-
15
15 + 00
(L
i
1o.oo? 1o.0o
Q
?U*UU ?U+VU
AGNES CALLOWAY
5 O" -?
ITT I BOX 267
HIGHLANDS, N.C. 1?+35
170
18+75!
i
1
DARIUS BELL
RT. 4 13OX
DEFUNIAK SPRINGS, FLA.
15 32433 l c?-
b b b 6
-<-5 0?
+ I
13
15-00 ? 15+00
CHARLES WALPOLE
BOX 5 350
SARASOTA, FLA. 33579
10

? ? ? ?/lJ L. u ? ?J ?l
18 C. M. p
O WEO
?-- 5 0' .-,-
16
bb
i
1
r ?
I ?
b d
t-5 0
20 -001 20+00
10
pq +R
WILLIAM CRESSWE LL
F? T: I -E----- 5
HIGHLANDS, N.C.
17
29+04
16,
16
t

29 + 00
CMP
i
2650
I-?--S
i
I
25+001

?_5+00
JACK STI LLMAN
RT
HIGHLANDS., N.C.
MAX I N E DUKE
300 N. CATHFPIHE ST
WALHALL_A, S.C
(?
io
MARCELINE RATA)
3219 46TH OR. E. 18 C.M.P
BRAD NTON, FLA.
19
? i
HUNTING LEWIS
I 8550 CUL_FOR CRESCENT
i NORTH FORK, VA. 23503
18
a
ROCK WALLS AT STA. 32+06 32+381."-,
I TO BE MOVED BACK OF k/W LINE [L
31+50
18
50
I
30+ 001 30+00
Ui' /7/, 4/ N. C. Quao(?ran 1e SR /S"43 F/a 711- /7 n3 /4oa?
NI N, 1nffALA "'G A?11 t'- a?1,A:IV
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M?
NR
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PROP 4o L F- 18" c Ili p
I"= 10 Lr HUkl7- .
I 10 L F VF- RT-
STrA 34 + I C,
STRL-AM/VIPF PROFILE
-[? 0 ?._? ll E'er U F F t < L N C: FEU &C H ME T AFB', F A
tit-III) of
MSONUV DA/
PR 1) PDSID ¢
`h
Q
2 5"4 50
26+00
26+50-
274 00
EG. BUFF-ER BONE
N CRo,o,C H M ENS'
27+ 50
S7A, 2-14-75 ±
-E:ND 9UFFERZUNE
F WCROACNMEN7
2S+00
'8+50
29100
EXISTIAIC,
SR- 1543
?' v FLAT MTAI. Rd.

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896.02
896.03
EROSION CONTROL
DETAILS AND
SPECIFICATIONS
Degcription

Temporary Silt Ditch __ _ VI.2
Temporary Diversion VI - 4
Temporary Silt Fence i V1.6
...................... H i H ------ --
Temporary Slope Drain with Earth Berm
'--....... ` 4
-- VI - 8
Silt Basin Type A ................................. ------ -- VI 10
Silt Basin Type B ................................... .? __ _ VI 12
Temporary Rock Silt Check Type-A ___..__ ---------- - VI -14
Temporary Rock Silt Check Type-B _...._._ .- ' ---------- -- V1- 16
Temporary Rock Sediment Dam Type-A . ........... __ _ VI -18
Temporary Rock Sediment Dam Type-B . .- ::D VI - 20
Rock Pipe Inlet Protection
...................
. •-----._ so o$ __
ee o _ Vi - 22
Rock Silt Screen ...................•..................... VI - 24
Stilling Basin ........................... ............. .......... . ® -- -- vi 26
Rock Inlet Protection:
Type A .. All -- .. ----- VI - 30
YP B " OR -- B ), ----- VI - 32
Type C ............................... C ?? - OR C ) ---- VI 34
VIA
March, 1993

TEMPORARY SILT DITCH:
TSD
A temporary silt ditch shall be used in place of silt fence in many situations.
Temporary silt ditches shall be used at the toe of fill slopes to divert runoff into
sediment basins, temporary rock sediment dams, temporary rock silt checks and/or
other sedimentation control measures. Temporary silt ditches are approximately 1
ft. deep, 2:1 side slopes with an optional earth berm.
AREAS OF USE:
• Toe of fill slopes where fill exceeds 3 ft in vertical height.
• Along streams to intercept flow and/or divert to a controlled outlet.
VI-2 March, 1993
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VI-3 March, 1993
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
VI-6 March, 1993

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VI-7 March, 1993
TEMPORARY ROCK SILT CHECK TYPE-B:

A temporary rock silt check type-B (also called check dam) is a small dam with a
weir used to reduce gullying in drainage ditches that are to be filled or
permanently stabilized at a later date. These type-B rock silt checks help reduce
the flow velocity and are generally made of class-B stone. They are used in ditches
during construction where the grade meets and/or exceeds 3%.
AREAS OF USE:
• In channels, roadside ditch outlets, temporary silt ditches, and temporary
diversions.
• In conjunction with type-B silt basins.
DESIGN CRITERIA:
Center of rock silt check shall be at least 1
(top of channel sides)
The spacing (ft.) = (3 / % of ditch grade) X
foot lower than the outer edges
100 ft.
VI-16 March, 1993
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VI-17 March, 1993

ROCK PIPE INLET PROTECTION:
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A rock pipe inlet protection is a horseshoe shaped structure with a built-in
sediment storage area around the outside perimeter of the structure. The rock pipe
inlet protection shall be used at pipe inlets no larger than 24 inches in diameter
where it is receiving flow from several directions. The rock pipe inlet protection
utilizes class-B 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. This device can also be used
around the inlet of temporary slope drains where space is limited at the outlet end
of the slope drain such that a basin or other device can not be used.
AREAS OF USE:
At inlets to pipes no larger than 24 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

VI-22 March, 1993
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VI-23 March, 1993
ROCK SILT SCREEN:
A rock silt screen is a low-level dam structure to be used in streams below culvert
sites. Rock silt screens shall be used to trap sediment 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 #5
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)
VI-24 March, 1993
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VI-25 March, 1993

PIPE OUTLET ENERGY DISSIPATOR:
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A pipe outlet energy dissipator 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 damage. Pipe outlet energy dissipators
should be built according to the guideline chart shown on page VIII-3 of this
manual.
AREAS OF USE:
• Outlets of pipes and culverts to prevent scouring.
DESIGN CRITERIA:
• In accordance with chart on page VIII-3.
• 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 II filter
fabric.
VI-34 March, 1993

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VI-35 March, 1993
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
September 28, 1993
IN HEPLY Nth EH I V
Regulatory Branch
Action ID No. 199304635 and Nationwide Permit No. 26 (Headwaters and Isolated
Waters)
North Carolina Department of Transportation
Division of Highways
Mr. W. Trent Anderson
Post Office Box 1551
Andrews, North Carolina 28901
Dear Mr. Anderson:
Reference your application of August 6, 1993, for Department of the Army
(DA) authorization to replace and extend a culvert in an unnamed headwater
tributary to Big Creek in conjunction with the upgrading of SR 1543, Flat
Mountain Road, near Highlands, Macon County, North Carolina. The proposal has
been reviewed by the North Carolina Wildlife Resources Commission (WRC).
For the purposes of the U.S. Army 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 (NWP).
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 NWP provided it is accomplished in strict
accordance with the enclosed conditions. This NWP does not relieve you of the
responsibility to obtain other required State or local approval. You should
contact Mr. John Dorney at telephone [phone] regarding water quality
certification.
This verification will be valid for 2 years from the date of this letter
unless the nationwide authorization is modified, reissued or revoked. Also,
this verification will remain valid for the 2 years if, during that period,
the NWP authorization is reissued without modification or the activity
complies with any subsequent modification of the NWP authorization. If during
the 2 years, the NWP 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 NWP, activities which have commenced (i.e., are under
construction) or are under contract to commence in reliance upon the NWP will
remain authorized provided the activity is completed within 12 months of the
date of the NWP's expiration, modification or revocation, unless discretionary
authority has been exercised on a case-by-case basis to modify, suspend, or
revoke the authorization.
Cj ?''p
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Questions or comments may be addressed to Mr. David Baker in our Asheville
Regulatory Field office at [phone].
Sincerely,
G. Wayne Wright
Chief, Regulatory Branch
Enclosure
Copy Furnished (without enclosure):
John Dorney
Water Quality Section
Division of Environmental Management
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 29535
Raleigh, North Carolina 27626-0535
State of North Carolina
Department of Environment,
Health and Natural Resources XTzzYA
Division of Environmental Management James B. Hunt, Jr., Governor
Jonathan B, Howes, Secretary C) FE H N F?
A. Preston Howard, Jr., P.E., Director
August 19, 1993
Mr. W. Trent Anderson
County Maintenance Engineer
NC DOT
P.O. Box 1551
Andrews, N.C. 28901
Dear Mr. Anderson:
Subject: Proposed fill in Wetlands or Waters
Road improvements, SR 1543
Macon County
DEM Project # 93684
Upon review of your request for 401 Water Quality Certification
to place fill material in 0.1 acres of wetlands or waters which are
tributary to Big Creek for road improvement located at SR 1543 in
Macon County as described in your submittal dated 6 August 1993, we
have determined that the proposed fill can be covered by General Water
Quality Certification No. 2732 issued January 21, 1992. A copy of the
General Certification is attached. This Certification may be used in
qualifying for coverage under Corps of Engineers' Nationwide Permit
No. 14.
If this Certification is unacceptable to you, you have the right
to an adjudicatory hearing upon written request within thirty (30)
days following receipt of this Certification. This request must be in
the form of a written petition conforming to Chapter 150B of the North
Carolina General Statutes and filed with the Office of Administrative
Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. Unless such
demands are made, this Certification shall be final and binding.
1786.
If you have any questions, please contact John Dorney at 919-733-
Sincerely,
Preston H ard, Jr P. E.
93684.1tr
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Asheville DEM Regional Office
Mr. John Dorney
Central Files
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
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