20071134 Ver 3_Application_20080307

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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
March 5, 2008
U. S. Army Corps of Engineers p (a (~ ~ ~(~/]("~~
Regulatory Field Office (~ ~y ~'J L~
151 Patton Avenue, Room 208 MAR 0 Z~~$
Asheville, NC 28801-5006 ~'
OENR -WATER QUALITY
ATTN.: Mr. David Baker y~pg /,~ Sl`ORMUl.ATE~R BRAN('~i
NCDOT Coordinator
LYNDO TIPPETT
SECRE'T'ARY
o7~r3~(
v. 3
Subject: Revised Information to Amended Application for Individual Section 404
and Request for Modification to Individual 401 Certification for Section R-
2518B
For US 19/US 19E Improvements
SR 1421 (Windy Gap Road) to SR 1336 (Jack's Creek Road).
Yancey County, NCDOT Division 13
State Project Numbers 6.869005T and 6.909001T
T.I.P. Project Number R-2518B
References: Application for Individual Section 404 and 401 permits for TIP R-2518A, R-
2518B, and R-2519A, submitted June 26, 2007.
Revisions to the permit application, October 1, 2007.
Individua1401 Water Quality Certification No. 3706 issued October 16, 2007.
Amended Application for Individual Section 404 and Request for Modification
to Individua1401 Certification for Section R-2518B submitted January 24, 2008.
Dear Mr. Baker:
The North Carolina Department of Transportation (NCDOT) submitted an Amended Application
for Individual Section 404 and Request for Modification to Individual 401 Certification for
Section R-2518B to the respective agencies on January 24, 2008. Subsequent to submittal,
NCDOT discovered that the temporary causeways proposed for the Cane River bridge crossing
(Sites 28 on Sheet 34 of the permit drawings) were inadequate. An additional causeway has been
added on the southwest side of the proposed bridge that will increase temporary impacts at Site
28 from 0.04 acre to 0.05 acre. No new permanent impacts to surface waters will result from this
action.
In addition to the revisions stated above, the North Carolina Division of Water Quality
(NCDWQ) has requested the following changes which have been implemented.
MAILING ADDRESS: TELEPHONE: [phone] or LOCATION:
NC DEPARTMENT OF TRANSPORTATION 919-715-1335 PARKER LINCOLN BUILDING
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 2728 CAPITAL BLVD. SUITE 240
NATURAL ENVIRONMENT UNIT FAX: [phone] RALEIGH NC 27604
1598 MAIL SERVICE CENTER
RALEIGH NC 27699-1598 WEBSITE: WWW.NCDOT.ORG

• Natural bed material to prevent head cutting has been added to the inlet end of pipe
extensions at Permit Site 3 and Permit Site 12 on permit drawings sheet 5 and sheet 12,
respectively.
• The lateral ditch depicted at station 200+80 to 201+90 at Permit Site 25 on permit
drawing sheet 28 has been changed to the correct flow direction.
• Outfall protection has been added to the 600 mm reinforced concrete pipe that ends in a
headwall at station 207+70 at Permit Site 27 on permit drawing sheet 30.
No new permanent impacts have resulted from these revisions.
The revised page 7 from the permit modification application; revised impact summary sheets;
revised permit drawing sheets 5, 12, 28, 30, 34; and the corresponding roadway plan sheets from
the above referenced application are attached for your review.
Thank you for your assistance with this project. If you have any questions or need additional
information, please contact Mr. Jeffrey Hemphill [phone].
Sincere ;;
~ . , ~~~
~j/ Gregory J. Thorpe, Ph.D., Environmental Management Director
Project Development and Environmental Analysis Branch
W/attachment
Mr. John Hennessy, NCDWQ (5 Copies)
Ms. Marella Buncick, USFWS
Ms. Marla Chambers, NCWRC
Ms. Kathy Matthews, USEPA -Whittier, NC
Mr. Ronald Mikulak, USEPA -Atlanta, GA
Mr. Clarence W. Coleman, P.E., FHWA
Mr. David Chang, P.E., Hydraulics
Mr. Greg Perfetti, P.E., Structure Design
Mr. Mark Staley, Roadside Environmental
Mr. Barry Moose, P.E., Division Engineer
Mr. Larry Thompson, DEO
W/o attachment
Mr. Jay Bennett, P.E., Roadway Design
Mr. Majed Alghandour, P.E., Programming and TIP
Mr. Art McMillan, P.E., Highway Design
Mr. Scott McLendon, USAGE, Wilmington
Ms. Beth Harmon, EEP
Mr. Todd Jones, NCDOT External Audit Branch
Mr. Carl Goode, PE
Mr. Wayne A. Jacas, PDEA
Ms. Leilani Paugh, PDEA
Mr. Randy Griffin, PE., PDEA

wetlands are considered Non-Riverine and will be impacted by roadway fill and
excavation. The Cowardin classifications for these wetlands are PFO 1 B.
Permanent Impacts, Riverine Wetland: 0.07 ac
Permanent Impacts, Non-Riverine Wetland: 0.05 ac
Permit Site 23: Price Creek will be impacted by energy dissipators from two tailditches
and temporary impacts from a temporary causeway used in the construction of a new
bridge.
Permanent Impacts, Stream: 36 if
Temporary Impacts, Stream: 0.02 ac
Permit Site 24: UT PC is a perennial tributary to Price Creek and will be impacted by
riprap for bank stabilization.
Permanent Impacts, Stream: 161f
Temporary Impacts, Stream: <0.01 ac
Permit Site 25: UT CR1 is a perennial tributary to the Cane River and will be impacted by
the extension of an existing 1700 mm pipe.
Permanent Impacts, Stream: 1351f
Temporary Impacts, Stream: <0.01 ac
Permit Site 26: UT CR3 is a perennial tributary to the Cane River and will be impacted by
the extension of an existing 1400 mm pipe.
Permanent Impacts, Stream: 391f
Temporary Impacts, Stream: <0.01 ac
Permit Site 27: UT CR2 (Phipps Branch) is a perennial tributary to the Cane River and
will be impacted by the extension of an existing twin barrel 2250 mm pipe with a twin
barre12300 mm pipe.
Permanent Impacts, Stream: 3021f
Temporary Impacts, Stream: 0.01 ac
Permit Site 28: The Cane River and will be impacted by temporary impacts from a
temporary causeway used in the construction of a new bridge.
Permanent Impacts, Stream: O if
Temporary Impacts, Stream: 0.05 ac
TROUT WATERS AND MORATORIUMS
In a correspondence dated September 5, 2007, Marla Chambers of the North Carolina
Wildlife Resources Commission (NCWRC) indicated Bald Creek, Price Creek and their
tributaries have trout moratoriums from Jan 1 to Apr. 15.
7 (Revised Feb 2008)

WETLAND PERMIT IMPA CT SUMMAR Y
W ETLAND IMPAC TS SURF ACE WATER IM PACTS

Site
No.

1

Station
(FromlTo)

115+25

Structure
Size 1 Type

750 RCP
Permanent
Fillln
Wetlands
(ha)
Temp,
Fillln
Wetlands
(ha)
Excavation
in
Wetlands
(ha)
Mechanized
Clearing
in Wetlands
(ha) an
Clearing
in
Wetlands
(ha)
Permanent
SW
impacts
(ha)
Temp.
SW
impacts
(ha) Existing
Channel
Impacts
Permanent
(m) Existing
Channel
Impacts
Temp.
(m)
Natural
Stream
Design
(m)
0.001 13 3
2 115+72 900 RCP

2A
3
4
5
6
117+46
119+69
120+35
122+60
124+25
900 CSP
2.1700 CSP
600 CSP
750 RCP
1400 CSP

_ 0,002
0.002
0.002
0.003
0.003
0.002

.003

0.001 31
40
15
17
Y3
24 g
6
3
15
6
g
7 133+40 1.5m TB to TB 0.016 151 6 135
8 134+72 3
3
1
2
4
RCBC
-
.
m x
.
m 0.020 36 4
9 138+05 4
3
4
2
7
RCBC
-
.
m x
.
m 0.049 6Y 5
10 140+11 1780
1360 CSPA
x 0.006 21 3
11 143+60 900 RCP
0 004 11
12 146+10 2500
1830 CSPA
x 0.008 23 3
13 150+63 2410
1700 CSP
x
A 0.003 29 5
14 156+63 3
2
1
2
1 RCBC
.
.
x
. 0.010 0.002 41 11
14A 159+42 TAIL DITCH 0 002 3
15 162+45 2410
1700 CSP
x
A 0.003 25 3
16 164+88 2
2080
1530 CSPA
-
x 0.006 34 3
17 167+90 1830x1120 CSP
A 0.004 20 3
18 171+37 1425
950 CSPA
x 0.002 20 3
19 174+19 1200 CSP

20 175+60 B
id
B
ld C
r
a
a
reek 0.002 0.034 5 71 96
20A •Y14-10+51 1200 RCP 0.001 11 3
21 179+58 600 RCP
0.001 10
22 185+32 1200 CSP _
0.003 47 3
22A 185+50 1200 CSP
60
RC
;
0
P 0.046 0.005
23 192+18 B
id P
i
C
r
r
ce
reek Temp. Ca usewa 0.010 0.007 11 17
24
25 196+80
200+64 1000 CSP
1700 CSP 0.001
0.012 5
41 3
6
26 205+81 1400 CSP
0.002 12 3
27 206+76 2
2300 CSP
- 0.016 0.003 92 17
28
1A 223+60
161+60 Brid a Cane River Temp. Ca
0.027 usewa
0.0155 0,022 36
TOTALS: 0.073 0.005 0.016 0.193 0.072 873 256 231
Mitigation Site Mitigation Tvae Len h Bridge Pier impacts
Site 1 Enhancement 533 m Bridge at Price Creek = 2.79 sq. m NC DEPARTMENT OF TRANSPORTATION
Site 3 Enhancement 301 m Bridge at Cane River = 3.72 sq, m DMSION OF HIGHWAYS
Site 4 Enhancement 248 m
Site 8 Enhancement 304 m YANCEY COUNTY
Site 11 Restoration 85 m WBS -34445.1.1 (R-2518B)
Site 12 EnhancementlRestoration 178 m
JMD ReNsed 2103105
SHEET OF ############
MAR 0 6 20C6
DENR • WATER QUALITY
WETtANO,~ tiND STORM~rlTER 6RANCFi

WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS

Site
No.

1

Station
(FromITo)

115+25

Structure
Size !Type

30" RCP
Permanent
Fillln
Wetlands
(ac)
Temp.
Fillln
Wetlands
(ac)
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
(ac) an
Clearing
in
Wetlands
(ac)
Permanent
SW
impacts
(ac)
0.00
Temp.
SW
impacts
(ac) Existing
Channel
Impacts
Permanent
(ft)
43 Existing
Channel
Impacts
Temp.
(ft)
10
Natural
Stream
Design
(ft)
2 115+72 36" RCP 0.01 102 20
2A 117+46 36" CSP 0.01 131 20
3 119+69 2-66" CSP 0.01 49 10
4 120+35 24" CSP 0.01 0.01 56 49
5 122+60 30" RCP 0.01 76 20
6 124+25 54" CSP 0.00 0.00 79 30
7 133+40 4.5' TB to TB 0.04 496 20 443
8 134+72 3-10'x8' RCBC 0.05 118 13
9 138+05 4.11'x9' RCBC 0.12 204 16
10 140+11 73"z55"CSPA 0.01 69 10
11 143+60 42" RCP 0.01 36
12 146+10 103"x71" CSPA 0.02 76 10
13 150+63 95"x67" CSPA 0.01 95 16
14 156+63 3-7'x7' RCBC 0.02 0.00 135 36
14A 159+42 TAIL DITCH 0.00 1p
15 162+45 95"x67" CSPA 0.01 82 10
16 164+88 2-81"x59" CSPA 0.01 112 10
17 167+90 72"x44" CSPA 0.01 66 10
18 171+37 58"x36" CSPA 0.01 66 10
19 174+19 48" CSP
20 175+60 Brid a Bald Creek 0.01 0.08 16 233 315
20A -Y14.10+51 48" RCP 0.00 36 10
21 179+58 24" RCP 0.00 33
22 185+32 48" CSP 0.01 154 10
22A 185+50 48" CSP; 24" RCP 0.11 0.01
23 192+18 Brid a Price Creek Temp. Causewa 0.03 0.02 36 56
24 196+80 42" CSP 0.00 16 10
25 200+64 66" CSP 0.03 135 20
26 205+81 54" CSP 0.00 39 10
27 206+76 2.90" CSP 0.04 0.01 302 56
28 223+60 Brid a Cane River Temp. Causewa 0.05 118
1A 161+60 0.07 0,04
TOTALS: 0.18 0.01 0.04 0.48 0.17 2866 840 758
Mitigation Site Mitigation Type Len h Bridge Pier impacts
Site 1 Enhancement 1748 ft Bridge at Price Creek = 30 sq. ft. NC DEPARTMENT OF TRANSPORTATION
Site 3 Enhancement 987 ft Bridge at Cane River = 40 sq, ft. DIVISION OF HIGHWAYS
Site 4 Enhancement 813 ft
Site 8 Enhancement 997 ft YANCEY COUNTY
Site 11 Restoration 279 ft WBS - 34445.1.1 (R-2518B)
Site 12 EnhancementlRestoration 584 ft NOTE: All Area Qauntities of 0.00 are less than 0.01 acres
JMD Revised ?J03Po5 SHEET OF ############
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Ls = 36.90'0. L = 68.392 LS = 36.900 PH f9 19) J 19-H850 ROADWAY pESiGN HYDRAULICS
LT = 24.600 T = 34)99 LT = 24.600 D NOTES IMPACT TO ENGINEER ENGINEER
ST = 12300 R =2,000.000 ST = 12300 ® URFACE WATER ~ \ e ~ s )D
loo ~
- ~
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`~ ~ \ 2,584 -L_ W NOT U9E PO CONS1AUCfION
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~'`,'~, ' ~ IMPACTS TO SURFACE WATERS ~2 \\ (US 19J TURNER III. CONST.REV.
`~ \ and wife,
~~~,~ ~ ~ '~ - ELIZABETH R ~ ~''
,'~~ \ °r3~% GARY 0: ATE, one-half \1~ MD Bu 311 3
1 DOUGLAS P. and wife,
','' '" undlvide Interest) 1 .
' PC. 219r ~ 1 RACHEL SWANN
ronv I ', DENNIS G. PA and wife, 1 1 x I `~~ 9 a 1 D.B.259 PG, 355
+I I LUANNE B. PA one-half 1 I '1, 1 PoTA FOXX BRIGGS,
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~J ~ i ~!I WILLIAM RANDY FOXX
EDNA P. JARVIS I i ' ~ ; ~ I I I D.B. 240 PG. 187
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____ e~ J.B CONC HW
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______--- ~~~ F UT TO BALD•~~fl -- <•--_
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120 FILTER FABRIC: 45
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SE - OA3 ~ !00 ~ /l~8
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11 , ' D.8.242 G. 511 s~eEm ~ 1
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61s =2'49'08 AS - I'4 '4 ~= 27'02'00.7'(LTJ ~ PH f9 i9) 319-8850 ROADWAY DESIGN HYDRAULICS
LS = 73.800 LS = 61500 L = 47!.824 ENGINEER ENGINEER
LT = 49206 LT = 41.002 T = 240.388 s io
ST = 24b06 ST = 20.502 R = 1,000.000
SE = OD5 ~ PRELIMIN RY PLANS
/ / DO NOT V9& PO CONSTRUCTION
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9EE DETAIL 'R' SHEET 2~X
,_. ____ DONALD A.BLAMKENSHIP ~ ~ ~° eeo~
s i i ,gD >< ~ -- and vife, ~ ~ J4Jm
1 ~' /~ ash C \ BARBARA H.BLANKENSHIP saBe9rt
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`I 51 MITIGATION PLANS D.B. 134 PG. 258 •'~ ;'\ f/ MYRA M. BALL ~~ Q ~ } ~~~ ~ <o a ~ /
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_ _.. _.. _._ _..-. __._ _ SUITE 141
GUY PHILLIPS, ARVIL KING, TGS TGS ENGINEERS PROTECT REFERENCE N0. SHEET N0.
NCINEERS
and G.B. MANEY, TRUSTEES ~-T 975 WALNUT STREET TRI R'25f8B 28
I'
\ \ \ \ FOR CAN RIVER BAPTIST CHURCH » R /w sHEEr No.
I I~ \~ 1 s ~' D.8.225 PG IB i ~ GARY, NC 2751 I ROADWAY DESIGN HYDRAULICS
I I 1 \ ~ - - PH (9 19) 3 19-8850
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11 1, i\ ', // JOHN S. LEDFDRD p 5 ~~ ' \ ~A,'
.111 ', ~ + ', ~ ~ ~ O.B.109 PC. 462 "' p pv.)> {~ +/y2J _ ~ ~, N ; ;
MARY ROSE SILVERS 1 C ©0© ~,~/ '" JIS4D15 wN ` uoN •~~ ~ ~' x~x
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6~'2~m e ~_: Dt+p ~ . +78194 1 a .~r' / Q MILDRED W. HUNTER
\' fi VQQ ;oDrom; ` s "" / ; BM '16 Z D.B. 134 PG. 71 _ _ _
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%- / ' 12.370 LEFT
EsTI izPT"''PTals ~7 ~x JACK MoiNTOSH , r` -Y16- 10+59.335
28 F9uE~3FAe~~c:f .~ (.'~ and wife. I ~'~ -' ` 16.399Rt L7 -Y16-
' /k~iPT. BASFO g~~GHLT IRENE WLL McINTDS I I ~ ~ ELEV. 793.839 31 _
3 ~ ~ t / a a ntP nIP esT qa Tons D.9.176 PG.487 ______
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~' " T = 16.018 T =2733/ `l
~~' -± 48 X ~R.w\` -Yl - a. I+0 II ~. + s ,+~il~l ~ R = 83.000 R = 205A00 X
F r< -_. .+ l : 12o0mm ww ~ .. ~ '' ~ _,. (' 3 s7 as5rr SE = EXlSTlNG SE = OD2 +ar.4eu~' ..
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', D:B. ~3 G. 146 - ,, ', ', t , ~ \ sEE, oErA:L x sxEEr 2 x Il ~ ~ygg ~ \,~~
11 `I, '` 1`I I ~ uoN, i i 245.iG{97t - ~ -Yl6' SR (Ul) - \ ~~ \\
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i 1 RALPH T. PROFFITT u9J~ ~ i ' ' , t \
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' EIJN~ HUNTER I JUANITA W. PROFFITT I; i i 8 81^ \+
1 ~ ~ ~ tfe, o. _ D.B. 138 PG 62! x~ i +9sDrJ - /) 1I10,684 +n9aJ N
I , ~ uNrEa ~ ~ . I I I ~~ m -L- _/ ~ t~3 /5516 -L- MDx
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--------
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ADT 2008 583
, c f~ m ~ i I
2028 -Y16- (SR 1137)
I
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22/IS~n ~`lin ~~

_L_ 'd`•G~ TGS ENGINEERS PROTECT REFERENCE N0. SHEEi N0.
Pls Sta 207+48543 Pls Sta 208+38740 PISta 210+99626 FN-,NEAPS suITE la I TRI 8-25188
2' 5 ~~ 975 WALNUT STREET 30
~ ~ J CARY, NC 275 I I R /W SHEET N0.
QS = 249'08 BS ° 1'4 426F ~= 27'02'OOT'(LTl ~~ PH (9 19) 3 19-8850 ROADWAY DESIGN HYDRAULICS
LS = 73.800 Ls = 61500 L = 41L824 ENGINEER ENGINEE0.
LT = 49206 LT = 41.002 T = 240.388 s o ID
ST = 24.606 ST = 20502 S~=_l~.()00
// ~ ~ PRELIMIN RY PLANS
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6ro% p5+ ~s0 /~1~ ~.~ ~ ~r ~ I ~"• 11 ZONA ALESA BRYANT
ti ~ b / ~ 3 ` ~ - D.B. 207 PG. 125 ',
~~~y///
x uvnarw DIANE MURPHY I 1 \{~ ~
J~ D.B. 332 PG. 594 zsf'o I ` I `-~'~ DONNY J. LAWS and Z
E `' LEROY R~DLE +s2>ti0 \ Boomm coxc ZONA ALESA BRYANT
o . D.B. 209' PG. 679 I ~ '. 62400m B I m c I ~ C ~~~ D.B. 213 PG. 186
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SDOOm { ~ Q roaom 1 s ti / / BM 16 Z D.B. 134 PG. 71
80.446f1 f +7~ x -YI6' PC$fo.l0 715 229e9 1 m~ 1 1 E~ -BYIS- STA 6+40.907
` ~ ~ 12.370 LEFT
m c AcP AAP\ 52AOOm f~ ~ 1 \ / E~ -YI6- 10+59.335
eer, rt.i idte l10604If ~ ~'' JACK AICNTOSH ~ ' ( '
' 0 : PSE701 FuAEC:x + {;~ and rife, ~ - x / 16.399m LT I a i .
«°•' a t s IRENE N0.L KICWTOSH~ I sac ELEV. 193.839 -Y~-
~ +38.GTXJ J~~T t~,Tij~~r D.BJ76 PG.487 .BEGIN ST N ~ ~ ' 3
socnan ~- + 1L . AIP Au: wi, el rau _Y16_ ~ m+i i6- PTSto.10+54.363 PI Sta /0+38733 PI Slo !1+01,35!
164D4217 FriTER F,UN7C7 Eli. e11 w I ^ - - / ~ x
O = 21'50' 48.3' (RT1 ~ = 151P 16.8' (RTl
p lo[: wr, t ¢ue x ~ f
atv ecc oeru~ ~ ewer e•o -L- POT Std. 202f03.980 a s L = 3!.648 L = 54.342
+ ~ ~ -r1 - ro. u 1 ~ ` •q ~ _ _ + T = l6A/8 T =27.331
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-(- 7C5 ENGINEERS PROJER REFERENCE N0. SHEET N0.
T~~ SUITE 141
975 wgLNU7 STREET
Pls 5ra 209,7+48,543 Pls Sto 208+38740 PrSra 210+99b26 GARY, Nc z7s 1 I R/WJSHEETNO. 30
6lS - 2'4 08 65 = P 4 Q= 27'0r OOT'((T) PH t9 197 3 19-8850 ROADWAY DESIGN HYDRAULICS
(a = 73.800 (s = 61.500 (=411,824 ENGINEER ENGINEER
LT = 49.6(16 ~ = 20.502 R = ~~.000 ~o
SE = OA5
T = 24 P~t~IbSIL+IA:RY P~.~;k+t5
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D.B. 92 PG. 409 = ~ \~ "~°° \ t ~ I I ~ ` 1 r~ae
.,;;r"~"~ ,tia`~W~ x 85 ~ Q 1 ` DANNY J. LAM$ OM a"~yb
0 5bt~ ga: !~ ~ ~ ~ ~ ZONA ALESA BRYANT
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(~ ® 0.8.332 PG. 594 ~ zsFO ~ t 1~ ~ ~ N DONNY J. LAwS and
? LEROY RIDDLE +62 ~ I ~\ eaomm couc ZONA ALESA BRYANT
g ~ `~ 4 D.8.209 PG. 679 ,,~~ +55.000 62LbOm a I m c ~ ` ~ ~ \ ~\\ 0.6.213 PG. 186
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~, ! ! lsfo x k J, ~m ~ ~ F 47J67m and rife. +,~ 444 ~ '~ ~" i4am
I ~,.r^~'_$_ 164,042ff / ~ X \~w 154J41f BARBARA H. BLANKENSHIP ~~m 5+s5m
! / ~ ~ ~ D.B.IST PG. 651 1443576 J4a~sm M
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= 400 CSP F ~A' m
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~ u~ -- _ RETAIN 3pm TAP~k--- ~ ~ 318 RCP ~• N . -- ~
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\ ~~ NYRA BALL
\~ ~ ~ - - R r 7+ _ ~ v v ~ ~ ~- ~snwc 0.M m i e ra~ii /~ m.asam and husband,
x ~~ ~ \ ~ - `~ raTFA FAeesc: yo ~ ~ \ y- N r55Bmr -~ DANNY BALL
s~ ~soi~ , - - - C1w- \ EeT. e.e w \~
~+ ' ~} t - - ~ - - - , ' ' ~ ~ ' _ ~ - ~ +~~ ~~~_ v~~ s,'' \ ~oV N "~' ~ ~ 0.8.286 PG. 58
+ X00 ~! ~ ~ ~ - ' ~ ' ~ 4;, w \ 5F~ ~+ \. ~ ~^ ~ I ~ ~ I
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THOMAS PLATO RAY ~ \ \ ~ + u ~~ ~ , , /
t ' ~ D.B. I34 P0. 258 ` ~ ~ ,~ x~ uYRa u. BALL ~~ ~ {~ b ~p a ~~~ ~ ~.,.~ ~ '
~ t ~ ~~ ~ ~ ~ D.8.262 PG. 563 /~ j °~ew~ay
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