19951100 Ver 1_Complete File_19951012

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
October 23, 1995
Transylvania County
DEM Project # 951100
APPROVAL of 401 Water Quality Certification
Mr. J. J. Swain, Jr.
District Engineer
NC DOT
P. 0. Box 5189
Horse Shoe, N.C. 28742
j
Dear Mr. Swain:
You have our approval to placing fill material in 0.05 acres of wetlands or waters for the purpose
of road maintenance at SR 1109 (Hannah Ford Road), as you described in your application dated 6
October 1995. After reviewing your application, we have decided that this fill is covered by General
Water Quality Certification Number 3026 or 2735. This certification allows you to use Nationwide
Permit Number 3 or General Permit 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.
PeP l
ston n o ward, Jr.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Asheville DEM Regional Office
Mr. John Domey
Central Files
951100.1tr
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affrmative Action Employer 5096 recycled/ 10% post-consumer paper

JAMES B. HUNT JP-
GOVERNOR
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
Transylvania County
Mr. David Baker
U.S. Army Corps of Engineers
37 Battery Park Avenue
Room 75, Grove Arcade Bldg.
Asheville, N.C. 28801
SUBJECT: SR 1109, Hannah Ford Road
Grading and Paving
Dear Mr. Baker,
GARLAND B. GARRETT )P-
SECRETARY
', ?,1`; ocT , 2 1995
?l
Please find enclosed herewith erosion control plans, application form for a Nationwide Permit, and a
county map section locating SR 1109, Hannah Ford Road, in Transylvania County. SR 1109 is a gravel
road that we propose to clear, grub, grade, replace/extend pipes, and pave for a distance of 2.5 miles.
Grading will be moderate.
We are requesting permission to replace and extend pipes in live streams noted on plans at survey stations
47+15, 94+50, 96+65 and 123+00. 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:

P.O. Box 5189
Horse Shoe, N.C. 28742
October 6, 1995
STREAM
DIVISION OF HIGHWAYS
STATION RANGE
LOCATION
Trib. to French Broad River 0+00 - 0+65 Lt.
Trib. to French Broad River 0+40 - 3+00 Rt.
French Broad River 26+50 - 31+50 Rt.
Trib. to French Broad River 36+50 - 38+00 Rt.
Cantrell Creek 45+70 - 47+15 Rt.
French Broad River 82+00 - 94+60 Rt.
French Broad River 117+50 - 121+50 Rt.

v
Mr. David Baker
Page 2
October o, 1995
Please note that we do not propose to disturb fill slopes in these locations with the exception of pipe
placement/replacement at stations 1+50, 29+80, 47+15, 88+50, 95+50, and a segment of streambank
stabilization is Cantrell Creek from station 46+00 - 47+15 Rt. as indicated in the enclosed 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. David Yow, N.
C. Wildlife Resources Commission.
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 and Mr. Phillips, DEHNR,
concerning the trout water buffer zone variance. Upon review for the Corps of Engineers we are requesting
that Mr. Yow 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 and dir. Phillips, DEHNR, concerning the trout water buffer
zone variance.
Also by copy of this letter, authorization to proceed raider section 401 of the Clean Water Act is being
requested from Mr. Eric Galamb, Division of Environmental Management.
Your earliest consideration for thus request would be appreciated. If any further inf atio is needed,
please advise.
j' Sincer -fy Y
Engineer
JJS/CED/ng
attachment
cc: Mr. Richard Phillips, P.E., Regional Engineer DEHNR
Mr. E.L. Ingle, Area Roadside Environmental Engineer
Mr. Eric Galamb, Water Quality Certification Unit, DEM
Mr. David Yow, District Fisheries Biologist, NCWRC
DEM ID: I I()n ACTION ID-
Nationwide Permit Requested (Provide Nationwide Permit #):
JOINT FORM FOR
Nationwide permits that require notification to the Corps oflthaineers
Nationwide permits that require application for Section 401 certification
WM IINGTON DISTRICT ENGINEER WATER QUALITY PLANNING
CORPS OF ENGINEERS DIVISION OF ENVIRONMENTAL ,ICO?f4rifl
DEPARTMENT OF THE ARMY NC DEPARTMENT OF ENVIRO
P.O. Box 1890 AND NATURAL RESOURCES '
Wilmington, NC 28402.1890 P.O. Box 29535 OCT 1 2 iG9a
ATTN: CESAW CO-E Raleigh, NC 276260535
Telephone [phone] A3' N: MR. JOHN DORNEY
Telephone [phone]
ONE (1) COPY OF THIS COMPLETED APPLICATION SHOULD 13E SENT TO THE CO
RPS OF ENGLNEERS,
SEVEN 7 COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT
PLEASE PRINT, 1. Owners Name: 7-
)A/, e, D1
2. Owners Address:
74 Z
3. Owners Phone Number (Home): (Work): - (7e¢)B 9/ - -7 9)1
4. If Applicable: Agent's name or responsible corporate official, address, phone number:
171T X, I
'SA;-,,,

5. Location of work (MUST ATTACH MAP). County:
Nearest Town or City: • /3r'z° _v_ It Specific Location'(Include road numbers, landmarks, etc,);
6. Name of Closest Strearn/Rivcr.
7. River Basin: ?e /^_/4

8. Is this project located in a watershed cla_ssiFed a(G?SA, HQW, ORW, WS I, or WS IN YES [t- NO [ )
9. Have any Section 404 permits been previously'requested for use on this property? YES (' ] NO
If yes. explaiin.
10. Estimated total number of acres of waters of the U.S., including wetlands, located on project site: d, v/ /l ,?e_f
0,_CJ1 Crt .?/c'- O T de1-e--c G
I1. Number of acres of waters of the U.S., including wetlands, r pacted by the proposed project:
Filled: D, D 57a e r s
Drained:
Flooded:
Excavated:
Total Impacted: D, o 5_a c! - e__ .S
12. Descr ptign of ropos d work (A h PLANS-8 12" X 11" drawings only):
,r D / c J 1
A n4 i' 04 ' 1 i? ! rJ !: iO? i?Cl,?Cd/C?
fpm
13. Purpose of proposed work: sC' e /Z
14. State reasons why the applicant believes that 's tiv'
taken to minimize wetland impacts. Se e- ,/,'ry must A carried out in wetlands. Also, note measures
15. You are required to contact the U.S. Fish and Wildlife Service (USFWS) and/or National Miuine,Fisheries Service
(NMFS) regarding the presence or any Fcdcrally listed orproposed for listing endangered or threatened species r critical
habitat in the permit area that may be affected by the proposed project. Have you done so? YES( NO [ l
RESPONSES FROM THE USFWS AND/OR NN¢S SHOULD BE FORWARDED TO CORPS.
16. You are required to contact the State Historic Preservation Officer (SHPO) regarding the presence o,f historic
propcrdv,s in the permit area which may be affected by the proposed project? Have you done so? YES [v1' NO j j
RESPONSE FROM THE SHPO SHOULD BE FORWARDED TO CORPS.
17. Additional information required by DEM:
A. Wetland delineation map showing all wetlands, streams, ahd lakes on the property.
B. If available. representative photograph of wetlands to be impacted by project.
C. If delineation was performed by a consultant, include all data sheets relevant to the placement of the
delineation line.
D. If a stormwater management plan is requi
E. What is land use of surrounding property;
1 If applicable, what is proposed method of
h
G • (?-, l??n 17 S
M 11
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
SECONDARY ROAD SURVEY
SUBJECT 51? O 9 - l?/a nna f? ?or-c/ fi c!,
LOCATION ,,3 -`erl,V AT r//E rN? 4rRS? ? 7-10 ,Al aF sR 1103 A ,5R 770 9 - COAv71NUE tv/ sl- o,?
SR 1109 FoR 2.5 M/, Tp TflE eMO O,c PRoT.
WORK TYPE,->R,,DE, f3?sE, I?RoI/N, I?AV? AND ER?s1 oN Cv,vTRo: .
WORK ORDER
G. 0020 90 - 1EMO PRIORITY
¢ RtIRf14
COUNTY
i l?sl Ns yL VAN//I RIGHT OF WAY
50
DATE
9/27/9S SCALE
NOTES
50'-0'
RIGHT OF WAY
6'-0' 181-0' 6'-0' 3 '-0'
SHOULDER PAYEMENT SHOULDER DITCH
V4 ifT. I V4 ifT.
1-PER FT. 11PER FT.
RESIDENTIAL COLLECTOR ROAD
S?Olt
V
o.-6.
STBC OR ABC
/Vu/ d--- -
a D /O NO R?FL AC EM.:;: ?,'i?E,Y7c',"•'.3"/ 2': .
O ?jqS/N LEN* T// To BE OETE?'M???
A S 5110W A/ OA/ 94S/n/ S/Z/N6
DE7'A/G .
1 O piPO ?D 561 C?f'o s s P//??C S G?/G L
. T3E /B" CMF? UNL ESS O TNE.FG?iSt
.SPL"C/G/E?
- ?l • .. ?- ? LIVE
"IA TAR
i
i
. - . - - ? .. .. 300.....:
i?RoPos;? r?
PIPE ie"cMP ? i ?uF??R
(NOrr 3
o
Na rE l0 --? .
0 i
. 0 ?- 4 U
07
LIVE
WA r,5R

/0 -- 00
a T D
bill r?0 ?o
Q T D
??
00
I
40 1-00
i a -
Q -'- D Sa f o 0
a D

. a c
PROPOSED
P/ PE
CNO7-9 3)
a D .

? tJFFER
ZO/Ve
:pc I
/(:?
ui
t
0
?w
v?
0
so goo - - D go -/-00
5
1
/004-00
J
- D Gov F o 0
a-
//D? ao I Q D lDt 00
a?D
/ZO ?-oo ? I
Q
• ? ` fj UFFER
Ste: ZONE
r
4 D
130 goo Q C
> l30/-0o
0
o tij to
Q
v ? ? v
Q

o V1 v ? ? ?

C<l

O

Q
Q

V
H
v-
N
N
0
a
3Nl7 &.5uIV3J
IvNl1SlX??
3N/- 931N3?)
C13s QdOYd
?.. --F T
r a- .iT
--?4-. Z

- ? I 1

EROSION CONTROL
DETAILS AND
SPECIFICATIONS'
Sty DescriQjion -Symbol
PIPE OLIrLET D/SS/PjrER - - 000
245.03 Temporary Silt Ditch ------ ........... 0000
TS245.05 Temporary Diversion ..... ?
93.01 Temporary Silt Fence
890.05 Temporary Slope Drain with Earth Berm F--
........•- --------
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
00
.
894.01 Rock Silt Screen .............................•.'•-•---- moo ___
--•'.•-•-.••--? --- D-- -----
245.04 Stilling Basin -------- -------------•--.................._....._.: ? ----
Rock Inlet Protection:
896.01 Type A ................................ A ,• A) -----
896.02 •
Type B -----•---....... -- -
896.03
Type C ---- •---......--.•----------•. C ? - OR C) ---
R"P Rap cra.sS 8-----_--- Y
DlTc8 LIn e, Cl ?S - --
VI-1 March, 1993
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.
0

1 :1 > CL
?
? r b .
? FTl .7?tt rry •.r'. ? o
_ H d •
+' o
r
o K °
m Z
p - m to C] C7 v (rt
•` Y fA
13
° -?
c? p o
t74 C3
= C:
-
C=7
z -L L L LI J tom q --- Q 0•
r7

x ?-t ?^ T ? I I

? f 1 x o x
Cii C; r
xq ??
C7 Z e.. \ r.

~
K
O
Y^rn ? f?l
o

2
o
MM
T
_
_g L2
D

n

Soa TO
O- r rr• ?• m .O /7?
q
?? z n S4i

a -0

N 2
o
A 0
FFJ
f
o
;z
rl
?n 'i 7
C
z
.-

? U N U „ r^ T

U O pp?
A L A ?? r,
r `? ? ? i
°
I

I
z
y K
?b°
.A O
?
- Q

'R to)
53
b ti o
r H r

53
F
D

rri

•o .aJ ??S
~ s-- Y
o E m °
?I
b
x_
x
°
TT -=

x
0
Z L
O
rD-
m
D
o`L
C
z
0
-D-I
z
•c
gaA
r
m i?^i g
v-
i ?
V
5 o
m n•
z Q °
z3 z s ?
'm D
2 0 ?
\ 9
°
)3
1
V.
°
A ?
? x
-t '
7 f
? I
SR
.0 r
r
0
C
O •x •
III
x G °O ? 3d
N

" Y O t

C, n y ? ? o Z
o v ? r '?' ? w (? ? ?

-
rn
r,.•
?
D
? I
?
• I I I
I
SILT BASIN TrPE-B; '
E
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 temporaryfrock 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'silf checks and ocher devices used in
drainage ditches.
DESIGN CRITERIA: '
o See Silt Basin Sizes Typical.
23 March, 1992

i
W
V
O
W .-
F
Q] m
vi
? ZV
a iu
!`
W - - 1
J I (/? t }!
J ?
`U

W I I!I W
I 1I
1I N
?
h •- m _-
-
O
x
v
-•-
r _
hill
ICI
I!
I Z
- ? I I j?;
O
. Ili II
° _- IIIII _
:.?. IIIII =I!Iilll=
•Uri IIIII
.o •.z
IiI I ? lul
3 !i N
--- Z
- o
Hill --
z -- n I I C
u
a IIIII W = ?'
IIIII J ,'Il
o iliil !Ili 11111,1_
I
_ .. o lilli J - -
=_ 3 IIIII r..
CL _ O
IIIII II! 11
11? 1I ©liilil
VI-13
z

°m
7_
c
F v
ul N
m
LU
CL
~ z:r,
Z- p
? Q
.ti
cn z
Q
a E-
Z V
Q.'
F-
cn
4I
Cf,
^
I

F
7i 1! 1 1
March, 1993
'7`
Length of Disturbed Area 100'
Silt Basin - 1
(S.B. 7)
41
Silt Basin - 2
(S.B. 14)
3?-
.f \
Length of Disturbed Area = 2001
2?
Y
Length of Disturbed Area = 300'
Silt Basin - 3
3. B. 21)
?-
2 8-
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.

U
W F-
Co a

° 2

-
W
Z -j Cr_
¢ F
"w
1-JQZ
M
I
Womozz O W
C(nuoo r14 .
W F- I--- W -: >
CO ZOW U) a-
¢
Cl
O
-1
UQF-WX- ?• io O
L
a' W
- l
j

_
=0. <LLICt.
?
U). rz ^ LL - W W
1 }--
Ld0 OCr U J
zxU)Lt(L WU) ¢ W
OW() Z(f) Co
n
---
U
= W1- QCD 1-C) a: U
U W

F-
W O OUQZmu
Z LL-n..:D- '
_
° a-
C) U

U T J
C)
N U

u
o j --

u
C
m
> O ILI a-
I1 >-

U ??.
lt
O L

O a-

O a

a }- J O F^'` J

? QO
? I I J? C-.
Lo U)
C
Z?
m Co ° Cr- o°-=
C v
_ F
C ? L •?
0-

O
X
O -7Z:
U V LU
> ? L
No u,O

°
u -1
o C)
V ?
00
_. L:I
G>
G W C
0 0 cr .. L c i I O.
%. U U¢
-? I iQ• _ <E
1 1 y~ '
Z
o CI)

.
ID I I z
'
.
• l ?
z;
o, -I
I•
: L•l

F`
' I,I O
p
E

rLiz' :

28
March, 1992
Typical Section
Showing Proposed Work, & Erosion Control
Proposed
Slope
No grading to
be done on ere;
side of existing
roadway.
Stream
Buffer
Zone Existing
?---? Slope
I I
I
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 tluu down slope pipe or stone lined ditches. .

i
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„ -
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.

00
000
0000
pipe outlet energy disipator shall be used at pipe outlets to slow the water velocities when it
its the pipe and flows out ditched or natural waterways, It is an apron of stone of a sufficient
ickness to protect the outlet area from scouring out*and causing off site sedimentation
;e. Pipe outlet energy disipators should be built according to the guideline chart shd wn on
•ge 52 of this manual.
REAS OF USE:
Outlets of pipes and culverts to prevent from scouring.
7-SIGN CR TPJA:
• In accordance with chart on page 52.
• Filter fabric, or six inch layer of gravel, shall be used under stone.
ATERIALS:
Filter Fabric shall meet requirzments of section 1056 of Standard S
Roads and Structures, January 1, 1990, for type II filter fabric. peci ications for
Pipe Outlet to Well-defined
Channel
ere:
L = length of apron (ft)
W = width of apron (ft)
D = thickness of stone (in)
S = class of stone
d
V0
'. Plan
?,-
t
--x 11=1 I
17i?J A
. X11117....,._?
TD
??- u -
Y Section AA II II - •'
Ill?lll Section AA
Fltcr Fabric or
Gravcl Uycr
Pipe Outlet to Flat Area-
No Well-defined Channel
i?
W
46a
Filtcr Fabric or
Gra-ld Laycr
June, 1992
i
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 211 - El
B 511-1511
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.
NCDOT-14/1 Fax:[phone] Oct 12 '95 14:11 P.01/02
STATE OF NORTH CAROLINA
DEPARTMENT OF ` NSPORTATION R. SAMUEL HUNT III
JAMES B. HUNT, JN DIVISION OF HIGHWAYS S=ETAV
GQVERNOR

TO:
4#e /,7 /1 ? /I .3e v e,
-1107
Phono
Fax Phone
[CC:
Data f4 1
Number 9l agos including cover sheet ---
FROM: C. '?•'-r''?®Fc? :? .
N.C. Dept. of
Transportation
PA BOX 5109
HORSE SHOEAC 28742
Phone [phone]
Pax Pftone 704899-5026
REMARKS: ? Urgent ? For your review ? Reply ASAP ? Please Comment
C? /
.1 0 e I
u /77 ?©?? ?? Q ?Q I d e-I?d e e, l !'i
?X4 f 7 1
r
/?f
NCDOT-14/1 Fax:[phone] Oct 12 '95 14:11 P.02/02
us7e ?w;?? w. •. ,? ? •? ?, ?RoPasE?
•? s ?,? o .ZMPRO v'6M,Eiv7-
???'•?r ??? •t w C?h'AD.E; ?RA'iNAGE
t
rrrvrrt 9,4 ?. ?'.? p ?G
y . _
M i
MCA yrObW a c,. t<y '1O {o 0
Y 7 NUCa Mix 1?u ?C i`+ 1s f?
Lai
??ZJj rt: 't ' 11,1 /
ou
,`Q ?7W? S.. ? Vf oenyrk. ?
.
LOO.VKC CLASO Y' r
p { FALr•s ', ,?. • rllGj{ rw
7. ?J?. '.l rel( \. CC'S
?> ?i..w AYV?R ! pop. I'm : r°•_ • lJli
hwu1101RT J[AM 10" LUZ I
nun Ct ?t RA lutocaY OlV. P mo STORY U409
ee ° " a f ? ! °
rtQ ?' i'.:' Iva at"t ` ..J ' •?. i ?? =R^! ? MR UrW ? 1
a
)ATK
CHAR xoa mu zIt? ,,.'rs ; r o BI 6 S1L
'fly 4f..wr y 1.11 i y
°
/1' r 1 +? L 1131 r L UL
U&I
L c 11n1 'R ; t! r Gt!S."Z'? 12.E 77?ISr C.
LLJ
ILM-
111
N1 Lw Z
4 ?, .? ti;T 11 ? rr ? n ??\?\_!('1 V ?7"" V?S?a• 1?' ? Y ? ?
2 70 t9l' u Y
• ??'4 ?dtt: r? ( 11il
LIZ2
arov. TRUE FORKS Y.M
Strk?? f 1 LA `
,. \ ., i K""? { 111E ?• '
l
111t tj ISt,. a ? ?? „
s',£ uu 111 ' 1u1
?• ,r ~
ra - '• lilt 1 ?O 11ii
c.: 111A ? RTC
LL=Qt
1t 9 f 111E ?° t171 9 n 1.11A `,
r` w
,,.. ?, _ M1 'F NN{C?S•TE1i ?, St- PWV
q?<<t 64 Sri /r Sl 'T{ I R:d`e
cd~ u.w [JE Gf - ., )/ 1,ta, /fa C`
do LUZ
111Y t ,, r rl `w ? •r Sl1! 1tc{ _(, ?, ?n • 77 LF u?-, ? •Jer y JUS
y`.i
Ila
aM
ror.,re _ 11JZ 114 •P ?r? ,?
? 17 - v 1A 1111 1JA ?.° ur. ? a { ??
O
•y J4 1 N lJ / f
1•' ti0
t • 11u.
NANTCTI
w
J
d?µl???j i S° e
"TRAM, SVLVI?A)MA (CJ(DU- Hyy
• - 6ALWiAS MM ??. _ _...... 0 .. .