19930066 Ver 1_Complete File_20100726

State of North Carolina
Department of Environment, Health, and Natural Resources
512 North Salisbury Street * Raleigh, North Carolina 27604
James B. Hunt, Jr., Governor February 24, 1993 Jonathan B. Howes, Secretary
W. Trent Anderson
N.C. Dept. of Transportation
P.O. Box 1551
Andrews, N.C. 28901
Dear Mr. Anderson:
Subject: Proposed fill in Wetlands or Waters
Road widening, SR 1415
Macon County
Project # 93066
Upon review of your request for 401 Water Quality
Certification to place fill material in less than one acre of
wetlands or waters which are tributary to Queens Creek for road
widening located at SR 1415 in Macon County, 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' General
Permit No. 14.
If you have any questions, please contact John Dorney at
919-733-1786
Sincerely,
,?- Preston Howard, r. P.E.
93066.1tr
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 27687, Raleigh, North Carolina 27611-7687 Telephone [phone] Fax # [phone]
An Equal Opportunity Affirmative Action Employer
MEMORANDUM
TO: John Dorne'Y
Planning Branch
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATION,",
* * * EACH I'T'EM MU:_,T BE AN` ;WERED (N; A - NO`T' APF)I _J: (='A 1,LE) * * w.
INITIALS:
Pevi_ewl--r: Nha4
Date:, PERMIT Y.R: 9:i PERMI'T' NO: CMM- be, CrlUNTY : NIACO.. J

APPL, I CANT NAME : NC DOT - CULVERT..", ON SR l h I'D
PROJECT TYPE: PAVE ROAD PER.MTT TYPE: NW14
COE # : DO'T' #:
RCD FRoM (-,DA : DOT DATE FRM
l:-'DA : 01,121 '11,19 3
REG_OFF I CE: ARC, RI VER__ 11ND _
___ 'TTB__ F;A: ; I N # : L. -Fe- n n
;TREAM ("I A`"'ry • P Luen.S Cr?Gtc O 0 y O 3
-- G- t'rov t
STR INDEX NU: a- sti-S!
WL_I.MPAC'.`' Y No
W1. I'Y PE : S7
WL_-_REOUE: TED : /" WL__ACR.__ES'i:'? : Y/N
HYDRO_ CNECT`? : ON fnli. _.: (r?I2E (#) : 0
MITIGA`l'I.ON? : Y1 MI'TIGA7'I ON _TYPE: /V114
MITICATION_ SIZE: /V/1q
I,3 WETLAND l?ATI'ING :lHEET ATTACHED',): ON
RECOMMENDATION (Cir-le Ono) DENY
COMMENTS:
3 e. c
PkI-a
Ic!L?-'--
CC : Rezzional Off ic(
Central File:
1= F f' 181993,':"
"q.3066

wl Hydrologically connected
o Hydrologically Isolated

Wetland type (select one) o Other '
o Swamp forest o Shoreline •
o Bottomland hardwood forest a,' Stream channel '
o Carolina bay o Salt marsh
o Pocosin o Brackish marsh •
o Pine savannah o Freshwater marsh '
o Wet flat o Bog/Fen
o Perched o Vernal pool '
........ • .... • ...... • . • .. 1 • • .. • ...
sum . • • • • . • • • • . • • • . • ...... 4
Water storage
Bank/Shoreline stabilization
?
x4 -
.00 _ •
Pollutant removal .
..................
Sensitive watershed
x 1
50

Dispersal corridor . tla
Wend score.
..................... .
Special ecological attributes
Wildlife
habitat

-
1.50
Aquatic life value

Recreation/Education

Economic value
E<
x 0.25 - .
. . . . . . 00 0 0 0 . . . . . . . . . . . . ." '. s e e 000000000.00 . . . 0 . . . 0 0 . 0
Wetland area acres Wetland width feet
Nearest road C-S K I'f I ( w. , t vr )
::...::...::..:.:....,a,.:,..::........ ........................................ .. . - -
4W
q 306
STAI E OF !NOI:. ti c `i';f)1_ l h!rl
hepartmerl;. of I r ,r ;nor t.: L
I 1'I'Irlt
.ll ill AI ?, I
!+ ?fal''IIIL L i{IJI`l' _ I I ( W LI i_ LI 1'I (; Mial f'i' Ti'
I'Y I G]IIW1'' F'it(!°1 .1 t 1 1 , 1 I' -(I 0; t
l?i? ?t'Oh?l C:OUN I Y
1 -I t 5
D
!D-L; P11
JAN 21 Lo
RECEA/rn
^, N+ 11
1993
a uu
Ml- F,oL John',cDI
I I O rmy (;o rps of 1) c1?1 I I0U
Rc ca. Field Off ?.c.e.;
Pnl. 75, Grove (deg I?iui.1<iirli_r
C;(_,.:tr Mi . Johnson.
The North Car-ol.ini Ue.0,11-?t:nlent of 11 <:AI1?K:,,?r ol) i°
pre,pc,si ng tr) construct ;-Irld paves OR I I I 0r.1 Crr?ek F?o.id,
in flacon County, 11. c,r'ar-.1 I.o bt_1iId Lt(r _.
.1c:c.ol dance with rlur current. ?;.t.Arlia:r 1 t j i I I ke: nr.c_ s, a1 v
to f?xt-nnd pipe ( it l ve I t•r, 1 n I nAm1 i 1 j IO(: "O ( (lrr__. ind upgr-ade
pipu culvert.-_-; A1) LWO (;') LM-l"', AI?. ?.utvcry st.atior1 0+47
the existing 48" r,MP i?. to be ex t.e r)ded r, 1. F_ f7m the inlet
end and 10 L.F. on the out.lot (?ncl_ 1t =,111 v?f?,'y t.ation 11+1t,
L h e existing 48 C M P i to he - te_+nclo,1 c. 1_ _ 1 on the, out I of
end.. Ht: survey -.tat.i()n 17+< 0 t.Ile ,.^.x i -,t- i nt, I C;Mr, jl:e ILn be
ex L.cinded 8 L . F on the Oet t, 1 e t r^( L. _>11 r?vc;y .?, to t. iorl ;'2 403
I:_, tc; I;ele,d `
: F on the 1 n1 e1
c n ± rmd 30 1 .F on Lho ((ul.Ii't r:n('i ,I 1r •rr>. I.:;t,i.on `'7174
t e? h! :d ..1 n.-1 d wJ LI?1 60
L.F. of 24 C:Mr'_ (t + io t.t?( f-,xi(J IR
?
'h1 t' i ??• to I:->c, r (,mnvod in;! I ,?1 1%.I I 1.11 ''.0 1 F . C) f 2d
C1v1P .
Th(?-, i -.t.i n(.1 r'i;_1P ,..(.11 ?(7-. t t.", 1r;r .AI I'd .(1 . III ., -.L..At.i.(_(n•, 7171
a iid z??,+JO wetc ell iginall`: IlII(:,,:I eA f11;4nn(_'+I? Lh --lt; (.?,Au:(-`.
_;1.rr?.:;In flow t.o t.i I I I , t I t(( '.'f t rlt.(1 i Ilei , t,1,( -,gym
C:tl:-Ani1E'1'. Ott t1lo (1111 1r,r 11.:1 ?t I lit I:) ,,,,. I t-, kIC?
pt Opo,.(+ to in,-,t1 1 1 he, vi I:A1 (I t 11I •.?;? (1 I i(1ht.1 ? b I(;; .I
r.llr_• .'t'.t.II1CI `.?i i;'.Anll:??f'(1 r'I("•.`.>I ]tail I?il nlll llllllr'(" Inll`J?A(°.t',,, Ii?l
I:?I 'i_ I i'I I ft.' II,kh i I..k!.. 11 d 1 I I li, .l I f(?.
I (-'In.A I fl .., .. 1111(-:11•.Allclc-'ii .. I rll',' I ? I i . I
1 h(:: 1 t (_?c t I I, ;II -I .;nI, 1
tl ihi L.?i .I t,•.. ?; ?, I III . I I'I ;I (I Irl.+

'..rte
_,.. ?

4W
I?
I)?1.,tl i.in: nl i ,- ?' t ii ?Il..? i'I.,,I iil ,! ,°. tuft ? •,
tlit? hF?.r. urtn,t?l; nip°.)I r?? trot icc~ wi j i ter., t.1nnd to minimize
And Conf i of ' Ind1m-nl.tl _i-" .airi 'I .)'.?(_)n on W4 pi ojec:t. TIME?
r.cnKhrnrtion loi"man wI I I In Icw all oroniun control
measures d,a i l y i.o c?n.u l SW:I inlt,n l ,a t r on and O rOSican al P being
t a i tect.i.vt l y cttnk ) a L l - d . It t h plAnnpd %vic:ec are nut
functioning an intIntatt -vd, I IK!? wi I I i mmudiateIy he repl._ac•eia
with betLer dwviwln;. Thn w( K ;111 :crinpn? and Whet
erosion control dpv t na wi I l KIP in place pl iar to pipe.
JuIvIArt. unn`;trur:tL?)ii fits ?Ni1 ?(')rl:ain in place until the.
r 1 cijr-_'.ct. in t "h I l l -d
i
By c:npy of thin Iah pr .v)+ .a) rr.??ur .,t.in<_7 i,he. N.
r: ..
W t l dl.ifo Rlvq )rl i c;eC4"m I I nh to (."mment to you "oncerninq
olrl requIant._ mink, t,y "PV ,,t hhi Wt hn; tr th,_: N, K.
Division of F"vrl C)nmwnt tl I'LAr;.t%InTIVIll , w(_: Alp 1 PgUp t1,j
:_tl.rt.hot-i ration nnT!l I Wh -1 01 Iho Qlann Wal-P, Awl-,
Enclosed "r _t Innal lvl, inao -l I :alghL Li_hn diagram,
pl_An/profile •shpet•_:,, nrogiun "ont,rul pl._an4 and dotails, and
a H.S.G.S. Map irldiC,at].nq projpnt. <_trea and lor:._+t:i_on of
orrapospol pipe nulvel t.', il.ong t.hp road. Please review thiF;
rEac unnt. for :;au t.hori .at.ion undet 9ec.t.ion 404 of the Glean
W:at.er° Act. tt yUti I AVP any qUP 17i[)M concerning th&?
application, pleasso c_""1.. GL mf tt: (704) 121--4105.
`>I "ccarely,
?-) . ? ,
W.. I i anL AnderI=
r ; Hilty M"inhen,.anco Engineer
WTA/ rr
Enc: Losurn,.-;
c_: c'; h'Ir 1?1i cl:E?y (_:lr_°uunrlilr:•., I`I?".Wl??
Mr. l-riG,alal[IL!., N(T)l H
Mr. V. A. Edw..ti d n, P.
I=
9S&126
APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT OMB APPROVAL NO.0710-0003
(33 CFR 325) Explres 30 September 1992
Public reporting burden for this collection of information Is estimated b average 5 hours per response for the majority of cases, including the dre for reviewing Instructions,
searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Applications for larger or more complex
projects, or Case in ecologically sensitive areas, could take up b 500 hours. Send comments regarding this burden estimate or any ottw aspect of tNs collection of information.
Including suggestions for reduckg "a burden, to Deparment of Defense, Washington Headquarters Service, Directorate for Informadon Operations and Projects, 1215 Jefferson
Davis Highway, Suite 1201, Arlington, VA 22202-1302; and to the Office of Management and Budget. Paperwork Reduction Project (07100003). Washington, DC 20503. Please
DO NOT RETURN your compleled form to either of those addresses. Completed application must be submitted to the District Engineer having jurisdiction over the
location of the proposed activity.
The Department of Cie Army permit program is authorized by Section 10 of the Rivers and Harbors Act of 1899, Section 401 of the Clean Water Act and Section 103 of the Marine,
Protection, Research and Sanctuaries Act. These laws require permits authorizing activities In or 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, dw data requested are necessary In order b 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 location 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 jurlsdldlon over the location of do proposed activity. An application Cwt is not completed M MR will be returned.
1. APPLICATION NUMBER (To be assigned by Corps) 3. NAME, ADDRESS, AND TITLE OF AUTHORIZED AGENT

D

e
Telephone no
during busi s
3
9
?

2. NAME AND ADDRESS OF APPLICANT .
???
2
J
?/V
n? Andec5on,
W. -Vre ?( ) R?siderae)
nn I
rl
I-AUr? Qzm In0. ?eo? . o t ?fun5P0<?cttlo(?. A/C( ) OUP ffice)
F .D. P?oK 155

Andre.vvs t,4C 2
eQdl
WAItM
Statement of Authorization: I her
authorize
to act In MY
,
Telephone no. during Lsiness hours behalf as my agent in the processing of this permit application and to furnish,
upon request, supplemental information In support of the application.

A/C ( ) (Residence)
A/C(7041 321-- 4lo5 (Office) SIGNATURE OF APPLICANT DATE
4. DETAILED DESCRIPTION OF PROPOSED ACTIVITY
4a. ACTIVITY
-A'o up9ra e- canc[ ior ex?encL P?Pe culVer?-S ir' siX((c) (ocans o?
SR. 141 S ) Q Ueen5 Q-reek Road. , I n Macon. Coul%?t11 t?C • These culverts
carr? s4ream, low A Appletree, Brand, avid small -firiki.,L ,arieS o?
A,PP1 e -Xee 9ra ncll . Ape le-tree- F3rancl,., has a DEK c t assi +ic16V
k
4 CIasS C.
1b. PURPOSE
--'Co wIC1eAA_ ana pave, SR 1 4-I5 to rne--t c.urren?- NCDois?-an?r?
1r>r se4ioh, cxvna al ;JnrnevA> 4(- Paved. sec-bnclar- ma &E,
I h e« are, s i x (.(o) I oLa? i ors a org roGd cons+nccJ ion, P rod ec.,?' were
G?1 ver? er,?,e-rxSj one, ainAlo r uPgrodcs ore neces?ry
l
4c. DISCHARGE OF DREDGED OR FILL MATERIAL
ENG FORM 4345, SCp 91 ('DITK)NOF JAN 91IS nmsc>,FTt (Prato l:CFCWtm)
:e:,ux) e.,Ilu d nur)n„enoo s n.
uco.^A:.: ac. 16, 61
(IkEp. M#10.4 ON-4 to
•¦?•?•eu
1110q x) 'SMM 0Ay (mill 0x)11) Kw jxxx)slxltul x) 000'01$ ()Pill oxxu la) potnl (XI Iletls 'A)luo )o luotuolrns luf>Inpx)e)j
x) sno uil o%jel Attu uitnt"O of (Atn's NjImMI Iuotow-f) x) txtquM txlel Aim sosn x) soy)nu x) suogel(posoxlni x) %1trou)o1e1s
lu(jr1p )eil )o snalq r1 'oslej Atm so)1uw )o luel pn)nlutu P OolAOp X) -oiwmps 'y;)ul Ain Aq do Sx)A03 )o 'slt(rw Y) 'solpslPj )41nllIIM pue AjbulMov?
soms pollen ota jo Aouof)e x) p)rnul)edr4) Aup jo uoq-)tpsunl oto a tjj!m )outnau) A11e in ')0A00t1M :leto s0lrA0x1 1001 U01pos '0'S'n 81
pouBts pue )no polly uo0q soil C yoolq 111 1uow0Jels 010 p luo6o poz))otpnu
Alnp u Aq pouBls oq Aeu) 1l )o (luuoydde) A7tnUOe p0sodo)d 0111 oyel)epun 01 sollsop o11M uos)od 0111 Aq pouBls 0q )snu) uogeoydde ot11
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AVMN9lVM 3041 SNI(N (1V OSIV AIHar1 OP4 1 aR(MIM ' .)J I. 'N ?:M''R41 'Cf4--lNM0 ) l u-I." u rwiKivirr»e - v. ,.... .. .....
L Oc-Ck+ T W A 1 r? D.
Map 114.
1s I7e.
Queens A -
C reed
r `_-- IEIT .4 1.17
5 .4
py T.,
N
Wkh I_.II
134
\ V Q V ; 1]10 .1. TAT
ro ; _ Rdlinpe Cr. CA
A? b I.OP ? ftt-" \
!J?d?f7 ?? y: 'yfy 7o4 ?• °1s?i,:JV` Ela^???lllA\'.ueLj1,'?l.vi
?] IBS I117? DIle1 Loo?V\ Q 44-
r 17P3 -` 1710 / II'hi/r? a 1707 \
vv i I RIVE' f v v /??o co? I)vE f COPPER RAID
Z ? / /irr !719 Lo. \ /SCI^J. ? L3,
2, Z
J
Q ?? 1 • Kyl.? l 1T,7 Ila7 ?_ Lire PJ
5 1491
??r d G'• Le.7e `?
/ A l ?C 7r? 1.7
1T .1L
.93
•?'i 21
? J, A9wne
j o
i,
1497 V' t
1 !^ / \
.LjL S h ?}
(V ? _ C1r.'1 WAYAM BALD TRIMONT
]A u -? \S)y \ ELEV. 5,3•7 '
OIL L ?Loi. 7 WAYAH STATE
35,10,
Lis Z T
-'? d?] A V? ee 'Ad
ruraGA
1 3.S -7 FIRES CREEK rAS
FEE .. .. T71o ik _..
WILDLIFE t A E ?_-(® -'C1`? WAYAN CREST r11 7 c
/ -A PUBLIC CAMP GRQUND /
MANAGEMENT ELEV. e, too
µo
AREA I Ill BALD EE Y GAME REFUGE /,1
1.3
C Yl? ? l IbPlar• to
C"y r ? ry L.r°? °' / Usl
6o I V .i
N , ? ll
9 e rns ti9o`
C ?w •• LE 1
tVt'R / WALLACE e 1.
h ,?.? µ RaRaIJ >?Ilm? 'As Ie.I GAP
?',y7 1111
v o j
1 t ?GAPK7EXel C)
4y C,
PARK .
GAP 1{? FI
STA
1779 ! -y?/./
177e 171' \ •,'' \ INDIAP
0 77J? i \ 11 \l
7R G II 7e,
IAS At I? ?1 ,,1??)) ?.
y TF..1',1 fl.,o I I. ?j L`rr?) J v.. ......
MAN
.T `\ 11Lv 1.vN .?1?
ETNA n
1
MACON

ROAD NAM [= QUEENS CREEK
1415
S. R .
W. 0.
F R 0 ?I SR-1412 TO 43+50 E.O.P__
ADDITION
IMPROVEMENT
• TO BE PAVE .b•,.
P POLES TO BE PROVED
T. POLES TO BE MOVED
Ow WI DTH
SCALE
DATE
6.972122
x

0
45' _
i
5 0
6-15-92
5+00

KENNETH HAROLD HART JR.
2431 MONACO DR.
TALLAHASSEE, FL. 32308
(2)
5+00

ADD 18" CMP
J. L. MCMAHAN ESTATE
2738 PEACH ORCHARD RD.
MARYVILLE, TN. 37801
(3)
I
15" CMP
LREPLACE WITH 18" C
Icy-
0
b?
NOTE: STA. 1+00 TO STA. 1+37
REDUCE R/W TO 18' FOR
CHURCH
S-" A 0 } 4 ?
4
i
0+00 1 .I 1 0+00
FAI VIEW BAPTIST CHURCH
GEN. DEL.
FRANKLIN, N.C. 28734
PL
10+00 I
SHEILA PINSON KYLE
396 MARBLE CITY RD.
MINERAL BLUFF, GA. 30559
(5)

'L
7 80
i 10+00
I
r
(3)
ADD 18" CMP
IY-
cy
BILLIE JOHN FARRINGTON ETAL
307 HAVENWOOD
ARCHDALE, N.C. 27263
(4)
(2)
I
45
I
I
i
5+10
-5100
5+00
'L
L
(8) 15+00
14+65
c?
w
I
ALICE MCMAHON TRUITT
C/O E. D. HINSON
612 OLD THOMASVILLE I
HIGH POINT, N.C. 27260 ?.
cV
V
(6) 'y
I
12+62
a
0
0
0
0
?I

15+00
14+65
_x
(5)
S`f" A 11 + I lD
48" CMP ?.
I
10,00
10foo
(7)
(3)
ZD I TC ?-
P'.
20+00
(10)
'L
19+25
EUGENE C. & SANDRA A. JORDAN
RT. 1 BOX 381
20+00
---r
TOPTON, N.C. 28781 I
I
(9) SHED NOTE: STA. 18+20 TO STA. 18+40
I REDUCE R/W TO 16' FOR
30'x 12' SHED
4&11 -CME
-rA' 1-1 + E30 'L 17+7,5
. B. & HILDA L. CONNELL
STAR RT. BOX 383-A
TOPTON, N.C. 28781
3
JAMES P. & PEGGIE C. WALLER ETALS
4 VILLAGE DR. W.
OVIEDO, FL. 32765
I
(8)
z (7)
If

15+00 1 1 1 15#00
25+00 I 125+00
( I
15" CMP _
?- REPLACE WITH 18" CMP
GEORGE C. & JOYCE PAYNE
6323 PAYNE RD.
(
KEYSTONE HEIGHTS, FL. 32656
(11)
r
22+70
RALPH E. & ELIZABETH M. BROWN
3821 2ND AVE. S
ST. PETERSBURG, FL. 33712 I
I
(10)
r.
'S-TA. Z?- }- Q 2J NOTE : ADD 351 OF 48" CMP ON
IV4LE-r ENP AND Apo 30
O F 4 $" GM P ON o UTL.E"f Egc)
(7)
?,-CIS-- I
P1
20400 1 1 1 20F00
30+00 I
(14)
I
'L )Z9+4Z
' I-c-

30+00
(13)
I
29+42
P]
I
(12) I (12)
I
I
(SWAIN COUNTY LINE) 28+25 28+25 (SWAIN COUNTY LINE)
Re lac '
TA, 2 ?8 CMr_ _ S I -FE S e
S 7 4 8'' ctvip
- - - - (o L, F. o4 24"cMP
HOMER HANEY I I
RT. 1 BOX 381-A (12)
TOPTON', N.C. 28781
I?
?I
(12)
I
I
L 26+25
(10) _
L 25+80 1-4
I
26+25
(11)
(10)
P1
25+00 1 1- 1 25 +00
35+00 I 35+00

WINSTON F. DEVORE
STAR RT. BOX 384-A
TOPTON, N.C. 28781
(14)
VERN KAMMERER
I ?- /1_ 5 --r I STAR RT.
TOPTON, N.C. 28781
{ (15)
I
I
I 33+10
I
I
I
I?
C? I
ARTHUR C. DILLS
{ STAR RT.
TOPTON, N.C. 28781
I
{ (13)
I
30#00
30+00
P
40+00 I I 40+00
S t T? (D
S /? J 1 T REPLACE WITH 24" CMP? L , F.
Yo - -- --
U
1
u
0
U
U
06
1
0
0
15" C
r I
(15)
VERN KAMMERER
STAR RT.
TOPTON, N.C. 28781

L
(14)
C?
If
1
18" CMP
36+00' , -
bll I
35+00
351-00
(15)
45+-00 I I 45+00
I I
-<- 1, IJ ---r
E.O.P. 43+50 1 1 43+50 E.O.P.
r
I I
I
Icy_
(15) 1 (15)
I
I
I
I
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40+00 1 1 1 40+00

EROSION CONTROL
DETAILS AND
SPECIFICATIONS
245.03 Temporary Silt Ditch
245.05 Temporary Diversion
_
893.01 Temporary Silt Fence ...................... Hi H!
F- ?-
890.05 Temporary Slope Drain with Earth Berm .........
245.01 Silt Basin Type A ................................. --0
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 __..........
Temporary Rock Sediment Dam Type-B, .._
897.01 Rock Pipe Inlet Protection Type-A x
.
...........
897.02 Rock Pipe Inlet Protection Type-B ............ '
894.01 Rock Silt Screen'
245.04 Stilling Basin
Rock Inlet Protection:
896.01 Type A ------------------------------- A 0-- OR -- A ??
896.02 Type B ------------------------------- B 12-- OR -- B??
896.03 Type C ............................... C 0-- OR -.C)
11
March, 1992
TEMPORARY EROSION CONT-?OL SYML-C P91-MP STONE DITCH ClVECK
L. %?OCK.. S/L T C .HECK' DAM
7 78 -13.
ASIN
TEMP SLOPE DRAIN
-TEI14 SILT-DITCH
EARTH' `EMBANKMENT
I s/ c r FENCE
j L NIf ?; ?`? /I NI CROSSING
= I BER G LASS ROVING

TS D

-F G R
Proposed Rood .
I1a11road ......... ..............
.lcc.??,,; -------
Control of
Slope Stake I,inc .................... - - -
Bridge .............................
Cu verz ................. ..........
Woods ............................. `7 .r ?) I• C ; r i? -- _
Teleplwile or Telegraph Pole ......... ?r:?I;'. -a• ? rt?rcor? .U ,
Tourer Pole and Line .................
Power Pole ......................... .I:?:I:,, o ,rrlcc??? r
Easemcnt•Line ......................
-?
IAlo%vina Limic .......................
Guard Rail .........................
Sanitary Sewer Line ................. '`-5-
WaLer Line ......................... r-
Gas Lind ........................... .. C.
Chairs Link- Fence ................... -? as- -sJ------?-
Woven Wire Fence .................. - o--c?- -O---O-
ReforesLation .......................
Tcmporarv Silt Dicch ................ 'r:>;) ?TS
-i l r
Temporary Silc Ferro- ................ . ... III
Temporary Slope Drain ..............
Brush Barr-iei ........................
Silt Check Dani 'lyre A ............... .?
Silt Check Dam "I?q)e B ................
Si.lc Basin 'I?pe A .................... /?? •
Sift lbsin T pe, 11) ........... ........ ?s
Rock "')k Chock ])arir .................
C3cr-n, ............ ........... - • -• -
Telli ), Slone nilch ---- -.??
,gyp '
? ? r+r, A ? ? ? ? ? 9 ? ? ? ? .5'r•q j
kV?2p3? N
)? ?)??, - _- ? i ',?/ li. \ ??' ? r ??? ? f'JJ ?•" ?5? / R? O?I? J,`/,' - ?•?Al- A Grr?? ?,A
H Wri Gap. /
? i i \ ?, ? -'ll 1??, ?v ,?''w I ? ?./ 'r'ip , I'; ? r' ? ? <. ? , ?? ? ? -; ? •.
a? ?6u ? n ?-
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- 00
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c5 ? < O
`? jnir f )\ `1 '? ''Std /(\ )? ,\ 1 f'.'1 ?Q 496K , \? :AX
I ?l
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IT_ I STA 0+4-7
U/
/
V
pkoP/jDO G LF - 48" I l /l o?
CMP To 6KI5T PIPE
INLET
ENO
,KoP AOD to LF-4t3''CMP 70
x157• P/P< puTLE"T ?N/?
TE NIP ROC k S I L-C" l
CHECK TYPE B ? /
(S PAC LE) AS RE©' o) /
?D Z.o9OJ / Pock: SILT
SCPEEN
SR-14\2-_ _ i Imo.
I
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L\
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. P? oP ADD 6 L F -' d-4„Z'tiff?-t
To Ek I5-r P/P? 11(14,C- El d _ ' _ ? I I
+L_,_ a_
AQD./o LF?
PROP
` CMP To L-X1ST P/pE
:
I
EXIST 4-8 "C. M P -'-RpP? F( s?oP
Ib.LF PORIZ .
10 L F VE RT
5--rA - 0+47 I
TREAM / PlME PRa FILE
I 2 STA 11 +16
?._
MP6 f4OKrH

? \ V
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l*
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PROP ADD v,
1,LF X4a?CMP T° b
OuTIET 1
Chl D b ?? y
U
IA ?
S?Rr=ro N ;
i \TEMP. R0LK SILr
• • ? ? CN?c1< Ty?E C3
(SPA C) As IRER b)
i i
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fWp V - -
} {I r
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PROP ADP I; x151 " CMP
M p
'STA 11 .16 1 10 LF. HaRIZ,
'
STR,EAM/PI PE PROFILE (" , Io LF VEPI
S/ T E 3 STA 17-x- F, O

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/" = 10 L F HoRiz,
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C/aficK TYPE B __
Gf= D AS eEq ?D
J I
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NORTH
M A r1
two I
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To OLLTLET rnl0
~ Rock SILT
SCQEr-M
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i-
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PROP ADD 3o L?-j48"CMP
I to ExIST IPC 1_,Qic-7LETZMP
I 1
NOTE- : NO SCA LE_
STA 2Z.+o 3
`?I f;tAhl / PIE'S PR?FILC=
SITE STA 2 +- -7
MAG oRTla
Przo P
C? %IST
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' ' artiP
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Ar? ScREeN I ? ? C
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CWECK TYPL a
t' ($ ivAC ED A 5 Rea D)
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SITE 6 STA 39+70
GG A?oRrN
,
TEMP Rock sIL7- \?. \k
PACED AS
a
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ROCk SILT cm p
SCREE Nom. yfQ
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771
x, l 18 r/ ? ,.
PROP 50 LF-24" CMP j
I'= 10 L 0 HOkIZ.
/' = to LF VERT.
S T/I -3 9 4- 7v
L
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.
13 March, 1992
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14 March,1992
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 no 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

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1 8 March,1992
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 CRrrER1A:
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.
27 March, 1992

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28 March, 1992
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)
37 March, 1992
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38 March, 1992

0 North Carolina Wildlife Resources Commission 0
512 N. Salisbury Street, Raleigh, North Carolina 27611, 919-733-3391
Charles R. Fullwoo d, Executive Director
MEMORANDUM TO: Robert W. Johnson, Office Manager
U.S. Army Corps of Engineers, Asheville, NC
FROM: Mark S. Davis,
Assistant Fisheries Biologist
DATE: February 10, 1993
SUBJECT: A review of a 404 permit application by Mr. W. Trent
Anderson of the NCDOT to widen, drain, and pave SR 1415
(Queens Creek Road) off of SR 1412 near Kyle, Macon
County.
Mr. W. Trent Anderson (PO Box 1551 Andrews, NC 28901) of
the North Carolina Department of Transportation (NCDOT) is
requesting a letter of concurrence from the North Carolina
Wildlife Resources Commission (NCWRC) in order to obtain a 404
permit from the U. S. Army Corps of Engineers. I have reviewed
the information provided by the applicant, and an onsite
investigation was conducted on February 9, 1993, for the purpose
of assessing construction impacts on wildlife and fisheries
resources. These comments are provided in accordance with
provisions of the Clean Water Act of 1977 (33 U.S.C. 466 et
seq.), and the Fish and Wildlife Coordination Act (48 Stat. 401,
as amended; 16 U.S.C. 661-667d.).
The NCDOT proposes to upgrade and pave SR 1415, which
crosses Appletree Branch a tributary to Queens Creek and Queens
Creek Lake. Construction involves extending four existing 48"
CMP's totaling 95 L.F. and replacing two 18" CMP,s with 24" CMP
totaling 110 L.F.
Appletree Branch and Queens Creek flow into Queens Creek
Lake (LTN 1-5-15-1) which is Designated Public Mountain Trout
Water (DPMTW) and managed by the NCWRC as a put-and-take trout
fishery. These streams provide good quality habitat and may
support a small wild trout population. They also provide
spawning habitat for trout in Queens Creek Lake. This project
should not impact any wetlands or habitats that would likely
support any endangered, threatened or special concern
species.This project may cause short-term turbidity during
construction, but upon completion, could prevent future
sedimentation of downstream habitats.
The NCWRC does not object to the issuance of a permit,
provided the following conditions are met by the applicant:
1) Erosion control measures should be installed prior to
the start of construction and maintained until the
project site has been stabilized.
2) The replacement culverts and extensions should be placed
at the same slope as the stream bottom and should be
buried 1 foot unless bedrock is encountered.
3) Construction within the 25-foot buffer zone is
prohibited during the trout spawning period of November
1 to April 15 in order to protect the egg and fry stages
from sedimentation.
4) Waste earthen material from the project must not be
placed in any stream or wetland or within the 25-foot
buffer zone of any stream classified as "Trout" by the
N.C. Division of Environmental Management.
5) Temporary ground cover (e.g. hardwood mulch, straw,
etc.) should be placed on all bare soil during
construction. Permanent vegetation in these same areas
should be established within 15 days of project
completion to provide long term erosion control.
Thank you for the opportunity to review and comment on this
project. If there are any questions regarding these comments,
please contact Mr. Mark Davis at 704/452-0422.
cc: E. L. Ingle, NCDOT Area Roadside Environ. Eng.
Ms.. Stephanie Goudreau, Mt. Region Habitat Coordinator
?1 k
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APPLICATION FOR DEPARTMENT OF THL*RMY PERMIT OMB APPROVAL NO.0710-0003
(33 CFR 325) Expires 30 September 1992
Public reporting burden for this collection of information is estimated to average 5 hours per response for aw majority of cases, including the time for reviewing Instructions,
searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Applications for larger or more complex
projects, or those in ecologically, sensitive areas, could take up to 500 lours. Send comments regarding this burden estimate or any other aspect of this collection of Information,
Including suggestions for reducing this burden, to Depanrrwnl of Dolan, Washington Headquarters Service. Diroctorate for Information Operations and Projects, 1215 Jefferson
Davis Highway, Suite 1204, Arlington, VA 22202-4302; and to to 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 submhted to the District Engineer having jurisdiction over the
location of the proposed activity.
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 the Marne,
Protection, Research and Sanctuaries AcL These laws require permits authorizing activities in or affecting navigable waters of the United States, the discharge of dredged or MI
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 form 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 location and character of the proposed activity must be attached to this application (see 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 resumed.
1. APPLICATION NUMBER (To be assigned by Corps) 3. NAME, ADDRESS, Ti. R G r
1 ?
JAN 2 _j 199
Telephone no
during si s hours
2. NAME AND ADDRESS OF APPLICANT
\14, 7'cen- - Andersor- .
WETLANDS GR01,W'
AC ) P,", td (Residence)
Norte Carolina >ep?,. o? `rransPos'-?ct?ion. A/C( ) (Office)
P-0. 13,oIC 1S 51
And revue (4C Z 8 901 Statement of Authorization: I hereby designate and authorize
to act In my
Telephone no, during Lsiness hours behalf as my agent in the processing of this permit application and to furnish,
upon request, supplemental Information in support of the application.

A/C ( ) (Residence)
A/C (704 321 - 4105 (Office) SIGNATURE OF APPLICANT DATE
4. DETAILED DESCRIPTION OF PROPOSED ACTIVITY
4a. ACTIVITY
--ro u(91'ad.e ahc1/or e4ena' PI Pe, cLdverlcS ir, siX'((P) (tca? Ons orv.-
SR. 141 S I Q Ueeng C.ree k Road- , i n MaCov'\. CounJ`1` I t? C e These culverts
Cafr? `-4024-t, ?Iow o? Akppletree, 5C0v'%C-k cknd- small 4_rikLk:,arieS o?
A,f-p1 e-?ree Q rct nc,h , 'APPletret? gil-anck, has a DEK C-1 a.ssi t ica?ietti
0t CIaseo C
4b. PURPOSE
To w i deffx, and pave, '::)P, 141S to rn e,---L c u rre A- NC DoT s?-Q,,?a<d
?or cx vnoL al i? n me-A, - Olr Paved. sec-ondQr
roads.
,
1h ere a c e- S I X C?o? I OGa? ions a on
road cons+nccAProd v,,l?ere
r-u'Ver? e?c?,et-?sions arcQ?or upgrades are. neces<ar
4c. DISCHARGE OF DREDGED OR FILL MATERIAL F
LEASE
NOTE
-
-
We have commented on this project through a separate review
process Attached is a copy of our previous comments. If you
have questions, please call.

North Carolina Wildlife Resourc
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