20070933 Ver 1_More Info Received_20070618

DIEHL & PHILLIPS, P.A.
CONSULTING ENGINEERS WILLIAM C. DIEHL, P.E.
219 East Chatham Street JoHty F. PHILLIPS, P.E.
Cary, North Carolina 27511 ALAN R. KEITH, P.E.
Telephone [phone] • Fax [phone]
June 15, 2007
~ ~~~~~~
401 Oversight/ Express Review Permitting Unit JUN 1 a 2007
Division of Water Quality
NC DENR y1~1l~NOQ~~ft6t~MIM1CH
1650 Mail Service Center
Raleigh, NC 27699-1650
Via Facimile
ATTN: Cyndi Karoly and Cynthia Van Der Wiele
Re: Revised Level Spreader Design for
Rose Hall Subdivision Phase 2
Wake County
Dear Ms. Karoly:
Enclosed for your review are the following for the referenced project:
Revised Level Spreader Worksheets for Cadenza Lane road ditches
Revised Calculations for the Level Spreaders
Sketch of Proposed Level Spreader and Bypass arrangement
Plan of Level Spreaders on Cadenza Lane
The project applicant, Scott Mitchell, is on vacation this week. Our office received your
letter dated June 12, 2007 today. Therefore, we are unable to provide three (3) copies of
the above this afternoon. We will provide three (3) copies to your office on Monday June
18, 2007.
We discussed the level spreaders with Cynthia Van Der Wiele by telephone. We had
proposed level spreaders sized for Q-10 since we cannot construct sputter structures in
the street right of way due to NC Department of Transportation (NCDOT) rules. The
streets in Rose Hall will ultimately be taken over for maintenance by NC DOT. We have
proposed a small pipe arrangement in a sump to split flow for the 1" storm. The sump
would be located to the side of the road ditch. Storms larger than 1"would bypass the
sump and continue in the road ditch. The flow for the 1" storm is now controlled and
will pass to an appropriate sized level spreader. The level spreaders proposed are in the

same locations as our earlier submittal. The supporting information provided with our
last submittal still applies. The detention devices have flow split/bypass structures as
indicated by our last submittal.
Should you have questions or require further information, please contact our office.
Sincerely,
Diehl & Phillips, P.A.
~"-~ ~f~
Alan R. Keith, P.E.
Enclosures
Cc: Rusty Ammons
Scott Mitchell

k ,3.
.r
DIEHL & PHILLIPS, P.A.
CONSULTING ENGINEERS
219 East Chatham Street
Cary, North Carolina 27511
Telephone [phone] • Fax [phone]
June 15, 2007
401 Oversight/ Express Review Permitting Unit
Division of Water Quality
NC DENR
1650 Mail Service Center
Raleigh, NC 27699-1650
Via Facimile
ATTN: Cyndi Karoly and Cynthia Van Der Wiele
Re: Revised Level Spreader Design for
Rose Hall Subdivision Phase 2
Wake County
Dear Ms. Karoly:
Enclosed for your review are the following for the referenced project:
Revised Level Spreader Worksheets for Cadenza Lane road ditches
Revised Calculations for the Level Spreaders
Sketch of Proposed Level Spreader and Bypass arrangement
Plan of Level Spreaders on Cadenza Lane
WILLIAM C. DIEHL, P.E.
JOHN F. PHILLIPS, P.E.
ALAN R. KEITH, P.E.
Q~c~c~oe~p
JUN 1 8 2007
Dr:nl~ - vw4T~ c>~nun-
WETLANDS AND STORAMYITER BRANCH
The project applicant, Scott Mitchell, is on vacation this week. Our office received your
letter dated June 12, 2007 today. Therefore, we are unable to provide three (3) copies of
the above this afternoon. We will provide three (3) copies to your office on Monday June
18, 2007.
We discussed the level spreaders with Cynthia Van Der Wiele by telephone. We had
proposed level spreaders sized for Q-10 since we cannot construct sputter structures in
the street right of way due to NC Department of Transportation (NCDOT) rules. The
streets in Rose Hall will ultimately be taken over for maintenance by NC DOT. We have
proposed a small pipe arrangement in a sump to split flow for the 1" storm. The sump
would be located to the side of the road ditch. Storms larger than 1" would bypass the
sump and continue in the road ditch. The flow for the 1" storm is now controlled and
will pass to an appropriate sized level spreader. The level spreaders proposed are in the

/ti
same locations as our earlier submittal. The supporting information provided with our
last submittal still applies. The detention devices have flow split/bypass structures as
indicated by our last submittal.
Should you have questions or require further information, please contact our office.
Sincerely,
Diehl & Phillips, P.A.
~''-~
Alan R. Keith, P.E.
Enclosures
Cc: Rusty Ammons
Scott Mitchell

.J 15, 2,07 12.: G4A B. Scr~tt Mitchel 577C375
JUi~-12-2~3~± 7.:~: ~i~ ~FQM: GWQ-WETLNk~JD~ '319 ~ 33bi353
~~ (~'•
~ ~
Tune 14, 2Qf)7
E;~1RI~aSS R1Jb~II:'ri' tVf}`F!~'1~':~Tl(a~N LETTER
1-loncycutt l;stntcs. LLC N l
Atbs: iblr. Ftlist~• rlmrncans
~a1C1,~'~.t, ~~ Z~~iQ'~
~'wn,Sect ^dAmc: dose F~a.ll Sutx9iyislon
l~cax ~'vlr, .Ammpr^w:
~ aiccn H. SU?11118, liircccnr
D'.~iswn of Warcr(}„tllq
~lakr Count=
F.XPd C7-0933
C3~t .lun~r 1, 1907, the F~;press Tteview Pragrarr~ 1xf ~lic TrlivisiflE7 of 41'ster Quality (TJWc~j requested ttdditiuna'
i1lEvrmati~+n to clarify your PC,'>~1 a~ppiicatlon f'or the ai~ove referenced {~rojeet. Th+; i7~711Q has c~atermined that this
it?fat~atton wac incotnplctciiuudequatE.
lE"!~S! prE)r'lde the follanrlnry 4nfpxlotwAtiun so tl~rat we may cnartlnRe gp review vpgEr pi°ojcct and Frevsrz denial ai'
your apisJicati~in ~S xequutid t7y 15A i°~ICAC 2H f)506:
1 Diffrasa: p'In,v I'rnvisians as requisrd by the Neese RipaaSan f3affcr Rule:
a. All nropo5ed level 3preadera must Ue designed ar.~~erdin~ t0 C17C ~~rCl 1.4vc:1 Spreader Der~ign
Gaic3ancG (January 1, 2110 rnc~uding pre-trcaimcni/4'oi'els~y, 1e~vel sprcac3cr desi~ncd for the l"per
hr~ur stoma, and vypaas ftsr all ether flows above the i °'(I~iour stone. 1'iease clearly drpict these pn the
p'.an shs~et(s1 and inaDur3c itll Horkshects Ind supporting i;tforraatic;r. (ca1cE.E?ations, etc.).
]?tease: responcl within five (5}days 47 the date bT'thi~. letter by sending ~°see {3~ copies ;,!this infartrrntian. The Express
R.ev'i.Cw I~rz~grr~m is d grc~ceca that rec~>airCS aIt parties to pArtic.ipatc in u tirnely onaruSer.
Tt1is 1c1tCr only adzlressea the applicatiar~ rw.view and doe3 not authtsrze any 1t7Tp3Ct4 lly wetlands, tGat~'ry a1r protected
lau£fz:rs. Fl~sc cclntact Cyatl~a van Der V{1iet- at (919;} ? 15-3473 pr ~ ix Itily=ntt a4 (41rJ) 733.9502 if you have any
gE1C4ticXSS.
Sincerely,
t
ry~ai x:~~oly, 5upen~isor
dOi/Express Rcwicw 4vet's7te I)nit
G"1~'~:/c~ dw
cc; DtvE~ Ratcitrh '~.e~ttonal t7ffia:e
ULTt lta.lei~l~ Rcgiuna Office
tJSt~CE I~lptg;l Field Office
Ccntrr~l Files
p'ilc copy
SCOti iY11t>.:}7ClI" rr'litchell Fns•ia't,nmc~ltal,l',A., F'•U, Box 341, ;htx~uly ~r'asina, Nt~ ?7:26
dC9 4?vP,Mi~/fl ~ F,algm~ly firvlaw P4mur6ng Unit • -n.T•~'•_•_
t&50 ~tl 9eMp^ Canter. Ftnlcigh, Nar~h ~titr~i'u,a 2Ifi99.1P50
?377 C+abtr~c ~7oulcv~rtl, SuMc ZSCr, Roiolgh• Narih C~o1ha 2~'8Aa
Phur*~' S11~.?3g_tl,yb, FkX 919.733~x8A3! In+arwt~ lmr !;ty^,i`,c;ryr.:;ra~r..:rc ua•'~w r :1l.urs4
An Equei OD¢vn~,r ra1~,P~~nssf~,n ,tr,{ipn >;rnployer ~ 50% fte:ycladll D?~ neap Grm$ur~w;r paper
Mi~h~ef Y. ~ay,cy, !srvernur
ti'rl{1:87f CG. f?ntt 3r„ C~*,~(xy
?+oslh Curnlins (jcpan,n~n[ nFl:inv;mm~cnt omi h;~EiRa) kr.~crurccs
page Z
1 u: 955 r ~ic,B3 F: 3 r
N`~'`hC:uaijna
,r~taznlq/
SUN i2~20Q7 Q3:4iN NGR.['H C:ARC)i,T;.,~ 919?3~6~!:~3 ~,~~~.

DWQ Project
DIVISION OF WATER QUALITY -LEVEL SPREADER WORKSHEET (1/2D07)
I. PROJECT INFORMATION (please complete the following information):
Project Name : . 5E ~~94~. SL~,~°.~ttll,~tt~ _
Contact Person: ~ ~ ~~ Phone Number: ~f~_~ ~i-y`7 ,`~1"7,~-
Level Spreader ID: ~`i .~ t~i~ ~,NZ.~ L.:,~>~1~~ ~C2`~.~v
(f
Level Spreader Length Z ft.`
Drainage Area {~ fit; ac.
Impervious Area l7. /,~S' ac.
Forebay Area .~ )//,~,.,,4 _cu ft.
Maximum Filter Strip/Buffer Slope rtC9
grass
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(0.2% of the contributing impervious surface area)
(6% for forested, leaf littler cover, 8% for thick ground cover
Max. Discharge from 1"/Hr Storm C~~J, cfs
Max. Discharge to Level Spreader ~; ~3 cfs
Filter Strip/ Zone 2 Buffer Vegetation _I'-~n..,.~C~' (thick ground cover or grass; canopied forest with teafiitter
groundcover)
Pre-treatment or Bypass Method Used a" /,~(r_= t:~~ ~";~~+(,,~~~«r.~ ;~;Pt 1~-~ ~r ~ ~%t ~ f- ~, f ~Z/.y

II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. !f a
requirement has notbeen met, aftach an explanafion of why. At a minimum, a complete stormwatermanagement plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially-delay final review and approval of the project.
Applicants Inifials
R>4.1v Project Site was visited prior to designing level spreader.
a4!t..LL Date of the Site visit. PLEASE ATTACH TIME-DATED DIGITAL PHOTO OF EXISTING BUFFER CONDITIONS.
Alh~~. Level spreader is at least 13 ft. per cfs for thick grouhd cover or grass or 65 ft per cfs in canopied forest with leaf
litter for 50-foof buffer, 50 ft per cfs for 1.00-foot buffer, or 40 ft. per cfs for 150-foot .buffer.
~~~,/~ Pre-Formed Scour Holes are on flat slopes dnly. '
J9~'f-rc~ No structures are located in protected buffe(s (must meet no prOctical altemati~{es criteria).
Design Altemative (if any) and Bypass method used:
Bypass conveyance method is specified and plan details and calculations are provided.
Alternative design option is specified and plan details and calculations are provided.
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.

DWQ Project
DIVISION OF WATER QUALITY -LEVEL SPREADER WORKSHEET (1/2007)
I. PROJECT INFORMATION (please complete the following informat~~n1~
Project Name : G~~ .~. p~-~~l~- SLI.~~t l,~t'„e~l. ~=w .,,. ~_
Contact Person: /~d..q ~J ~+~ t ~i ~ Phone Number: (~jt ~) ~ ~',~`~ .~~..
Level Spreader ID: ! t`~` f a - ~~(I ~ t'~~e~~e~ ~-~ ~^~` ~ / ~'-~ t
({
Level Spreader Length t ~ _ ft. j (perpendicular to flow)
Drainage Area ~ 3~7 ac. ~ (on-site and off-site drainage to the level spreader)
Impervious Area ~ gt.7'1" ac. (oh-site and off-site drainage to the level spreader)
Forebay Area N %~ cu ft. (0.2% of the contributing impervious surface area)
Maximum Filter StriplBuffer Slope ~' % (6% for forested, leaf littler cover, 8% for thick ground cover
grass
Max. Discharge from 1 "/Hr Storm ~...~ cfs
Max. Discharge to Level Spreader I r cfs
Filter Strip/Zone 2 Buffer Vegetation f=ra~,~t~ (thick ground cover or grass.; canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method Used ~ ~f~~ _ r' j ,~t~,1.~d~~ ~'~~ ~r_,~,1 z ~'~_~ ZT~ ... ;~~ ~~' t:u.~~z~-~

REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the #oAowing design requirements have been met and supporting documentation is attached. /f a
requirement has notbeen met,: attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all 6MPs and outlet structure details, a detailed
drainage plan and a fully executed operation and mainteriance agreement. An incomplete submittal package will result in a request for
additional information and will substantially-delay final review and approval of the project.
Aoolicants Initials
• ! , c.. Project Site was visited priorto designing level spreader.
. :/~.,~- Date of the Site visit: PLEASE ATTACH TIME-DATED DIGITAL PHOTO OF EXISTING BUFFER CONDITIONS.
~~~L Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 65 ft per cfs in canopied forest with leaf
litter for 50-foot buffer, 50 ft percfs.for 100-foot buffer, or 40 ft. per cfs. for 150-foot buffer.
d~~'~ Pre-Formed Scour Holes are on flat slopes only. '
~'at.d,~- No structures are located in protected buffers (must meet no practical alternatives criteria).
Design Alternative (if any) and Bypass method used:
Bypass conveyance method is specified and plan details and calculations are provided.
Alternative design option is specified and plan details and calculations are provided.
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge. ,
No structures are located in protected fiuffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.

DWQ Project No
DIVISION OF WATER QUALITY -LEVEL SPREADER WORKSHEET (112007)
I. PROJECT INFORMATION (please complete the following information):
Project Name : ~ ~ ~:~1tt...S~fJ~ ~s(.lt.T'`~1.~ ,
Contact Person: ~,,,~;~J j "~rf~ , ~'~ Phone Number: ~j~j ) yhr', ~r' g ~''~
r~
Level Spreader ID: ~,$ - r`~QIJ~~tJ~4 %,:Q ; ,
A~y~t

Level Spreader Length {~ "
l~ ft.`
(perpendicular to flow)
Drainage Area ~-t~ ac. ~ (on-site and off-site drainage to the level spreader)
Impervious Area ~ ;fa~ ac. (on-site and off-site drainage to the level spreader)
Forebay Area /~//~ cu ft. {0.2% of the contributing impervious surface area)
Maximum Filter Strip/Buffer Slope ~ % (6% for forested, leaf littler cover, 8% for thick ground cover
grass
Max. Discharge from 1 "/Hr Storm ~b ~ cfs
Max. Discharge to Level Spreader ~, ~ cfs
Filter Strip/ Zone 2 Buffer Vegetation ~=-~12t5 ~ (thick ground cover or grass.; canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method Used ~~ar~/. ~ ~ ;*~ r f (,zJJ,~{~-`l~j~ = ys~.< <~C~ /,~~~: ~f~,~ ~H ~i/~?,~S

II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. 1f a
requirement has not been met, aftach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Inifials
~~=-s~-- Project Site was visited prior to designing level spreader.
~,j1./,L Date of the Site visit: PLEASE ATTACH TIME=DATED DIGITAL PHOTO OF EXISTING BUFFER CONDITIONS.
~~~ level spreader is at least13 ft.per cfs for thick ground cover or grass or 65 ftper cfs in canopied forest-with leaf
(itter for 50-foot buffer; 50 ft per cfs for 100-foot buffer,. or 40 ft. per cfs for 150-foot buffer.
/~/s~ -Pre-Formed Scour Holes are on flat slopes only.
~~~ No structures are located in protected buffers (must meetno practical alternatives criteria).
Design Alternative (if any) and Bypass method used:
Bypass conveyance method is specified and-plan details and calculations are provided
Alternative design option is specified and plan. details and calculations are provided.
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in prdtected'briffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.

DWQ Project
DIVISION OF WATER QUALITY -LEVEL SPREADER WORKSHEET (112007)
I. PROJECT INFORMATION
Project Name
Contact Person:
Level Spreader ID: ("r0 L ~
Level Spreader Length
Drainage Area
Impervious Area
Forebay Area
Maximum Filter Strip/Buffer Slope
grass
Max. Discharge from 1"/Hr Storm
Max. Discharge to Level Spreader
Filter Strip/Zone 2 Buffer Vegetation
the following information):
ft{
~J:f7S ac.
it//~ cu ft
C~
Phone Number: (~ (~i 1 4ti ~
(perpendicular to flow)
(on-site and off-site drainage td the level spreader)
(on-site and off-site drainage to the level spreader)
(0.2% of the contributing impervious surface area)
(6% for forested, leaf littler cover, 8% for thick ground cover
Cie cfs
~ cfs
~~ fi' (thick ground cover or grass; canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method Used ~ i~c;, ~ %' ~ 5u l~r~~~`~l1C.~,,~., `:~ ,~ .
T rJ !l1e rs,~ ~ /7C~
Il. REQUIRED ITEMS CHECKLIST
Initial in the space provided. to indicate the following design requirements have been met and supporting documentation is attached. /f a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package v~ill result in a request for
additional information and will substantially-delay final review and approval of the project.
Applicants Initials
~ •1.1L Project Site was visited priorto designing level spreader
p4Jt,h.. Date of the Site visit: PLEASE ATTACH TIME-DATED DIGITAL PHOTO OF EXISTING BUFFER CONDITIONS.
,~1 JIJL Level spreader is at least 13 tt. per cfs for thick ground cover or grass or 65 ft per cfs in canopied forest with leaf
// litter for 50-foot buffer; 50 ft per cfs for 100-foofi buffer, or 40 ft. per cfs for 150-foot buffer.
y l,~_Pre=Formed Scour Holes are on flat slopes dhly.
~~,-/~ No structures are located in protected buffers {must meet no practical alternatives criteria).
Design Alternative (if any) and Bypass method used:
Bypass conveyance method is specified and plan details and calculations are provided
Alternative design option is specified and plan details and calculations are provided.
Discharge to level spreader and subsequent fitter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected briffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.

S~ ~ ti 3 (-r 4D ~.r c~a q c,~ z,a Gw ~~
Ql = f~ 6 ~ l ~ o• l ~ ~ ~, ooh
~ C UE,c- ~~i~-6~1/J ~~ ~-~C~ v/2~1J
G=o~6 SZZo~z ~~
_ ~~ l c,~f
= o.~. 6s = ~, s s~~ 7~

T ~ d Gl^~l t Ur L^C..pcJ r!'GE7' !N /Z~a4/J lJ~T~I
us~:~ 3 `` Pv~ f ~I'~ ~~ S'~n.~'
f3 ~P~ ss (.~ l ~-L- .~ ~ 20 A ~ t',? < tG~l C= ~r~+-/ > D - ~ l,~J [ (.c- P~ 5 5 ~~ tQ L ZC-C,(
~~--~ ~
~[A/~ s ~ ~; ~l `~~ l~ckl
Cl~i~erv~1 ~
L a~
,~-S~~A
' ~l ~
~" .c
~~
3~~ P v~Y~
' ~ ~~
3
W ~ ~
L~~1~L .~Pl~~lJ,r:~
~3
~L/~N
Nv fc.~a c.~
Tod o~ f~(~ u~ ~ __ I~A/~
~~
~ p~ ~ ~ ~f u s~ ~tP
3 PUG
Gr~cs 6 RrPlwp
w c~ Cl~t~lL
~~3~L
{~'
1f.1 t ~.( ~,`
W
~'u
Srcz~orti.J ~-B
N~ ~~~-
~ tlz~1

3 ~~P l/ c,
-•U~i'a
~~~~
SPA
~~~~~ ~

aZ ~ S' L ~ v~; ~- Sp2E~u~ an-
~TA ^~ ~,~ t~ ~ Lr cA.oF~vz.,a Lq rJ~
f7/ZA~n~~ ~ ~ dJ~~ = O~3?•0 U
= D< <C" t= /.Zc>,,~ Sr ~ old c,~c oc` ~ ~ fq c., [_.cr' A~r~ S`i/~~~' ~L/
= v, 4y (• 0~3~~ l~ovg = ~,1 ~~=f
L~ u Ec, sPl~A/J~~- 2 ~'~ `/J = O • l . 0 6 S = ~ ~ S ,~,9 ti !O '
U Ac~-6L ~ ~F ~ ~~ S'l~u~" ~ rv /~-oi4 ~ /~~ t G~
(JS~ 3 U PUG l~l~~ ~,ti .S~1n~P
~ y P~ s ~ (1.- t Ut~ ~ ~ /Zoq~ ~c C~C,N l ~~ow > O~ L ~~~~[. PrQ S1' Z'v G~t~'~
~-~ ~, ( LC (J~C, SP,~~/J ~~-
S~~ ~- ~°t t ~ l ~A ~"~v Zq . Lea Nr
C.~t = ~, 6 -~1- o~r~ ~l~DVB = ~~ ( ct=~
~F U ~ ~ S ptZ,~~ lJ gin.- l~= -c~ `~ = o, ~ ~ 6 S = ~. S" sA Y 8 ~
~ ~~ 3 cr f U ~ plP~ /n~ ~u /-tiP
l-~ W ~ ~` ~ ~, 3 ~ ' ei o, ~ t c.~~'
~'/ ~/J T5 (~,.1 f E_.(_, ~ ~ ~~ q ~ l ~ C~ ( ~G-~-~1 ~ Q ~ ~ l ~t~ f ~L~ 6~A r s 1 ~' ,~L ~ (,

~ 4-~r ~r~ u~~ sn~~~

ST,,q ti ~ l t T ~ ZT Gq.O ~~~ Z1o ~3~.
C~L ~ ~ ~ C ALL ~ ~L~L.LJ ~ ~.c-ca.~t' ~/rV i~~
i
Lc- u~ L S/~~~Q/J~/-- 2 ~~'r~ = D~ ~ ~ 6 t ~ G ~ S ` S.v y 8 ~
~L.lGGr.A/LG~S r0 lc~v!>IJ~Q ~~
~6 ~~~1~~UIv ~~~~,J I/~c.1T !~ /2r~~a/J /~LTG~.(
/~ C.J~ `~ = C~, 3 7 ~ ~ ~• ~ ~ GAS
~~ Y f ~ S,~ l~/ l ~L. ~~ /2d~1~ ~~1.~-t CLoc..~ ~ Q~. ~ ~ Gtr GJC~- !~~'~l

~~p~SJ.
C~ iJe~vZ~A Q
L A~
P.."'~
~ ~-.~~
-,-5c~~~o' Lt c1€L S~Pl~~4lJ;i;n,
~ ~ti'
~~ ~ a
~ «..
~..~~ `
~~ 3~~ f'~ ~~~ -
M1S
~,
~ ~~~
3
0
~ ' Nd ~~ ~

~~ ' 1
~ ~ ~
7oP o~ iJ~ ~ c.c-~ ~ /~A/J
~p~ ~ ~ ,uSW~~~
3 ~v~
G~cs Q 2r~~~ '.
1~1 C~/~ (~C/t~z~~2
~~!.7 i `~L. tJ
lA.~
~ r~~
~~~ ~~
- - _ ~ ~,~~
/'JJ .~1~~r~Irf~
3 L'P t/ v
.. __ _. 7
.. _. t
Sr C~ZI 0 ~ ,{~ - ~
Nv SGA~'
L ~--~ 5~~+.F % ~ A ~ f-I L C.l~r`=L Ss~/~~.~Or-nr L~Gr
~J' / /L Gi .']
/~ `~~'`~ ~ C7~
~. l ~ ~ ;
~~ ~ ~!
c~

~~~ /,
i
y

j
y
y
yi
J
3

I ~ao~ ~ j
~~~~~
~ rn Z
~ Z ~ C.~ /
~~ Z ~ ~ I ~
D A ! c
g I
~~~ ~ 1 0 1
• , ~ G.!
I I
iv ~
•,
• ` ~/~ ~
~~ ~
~- ~
•,
~,; ~\ ~
•,` ```
~,
•,
•,, ` ~~~
,~,
~`~-., ~
~•,
~•,
`~ -.
`~'
'J

~° ~Do
~ ~°

tt~~ ` -~ Z Z
a~ ,.,\n~
-~I n1
~
2~ ~ Z WZ~~
~ ~ ~~
N ~
•,
•`
I ~~
'~,~ \ \\
i ~
~ •,
~~ ~ ~~,

~ ~
~,
y •, 't-
y~ ~'~,
~, ~
` `~ m
~•-~,
.~
~\
,,
~~ I
''~.~
~~~
~Za
Z ~
0
~°z
~~
°a
y
O Z
~~~~ n
~~tvrv C
w c,..
~~o~,; Cry
Oaip V
O c..
~ , ~
~ "` ~•
~`~ -
.~-
i I~I ~ ~
~~~~~~ ~
~ <I
~~~
r- ~
i
i
~ ' \ I~
(i~~~
I ~~
.~~.
,~, ~ ~~
~•,
~ 1 ~ ~` `
\~ ~

N
O
Z
o° trj
N
'~,' ° ~ ~
>~ ~
~ ~
1~ = 0 ~~
. --
I ~ ~~~~'
\~~~- \~
~ ~`~•l o \
~ `- `
i ~ ~~ ~
.I _, ~.. ,~„ , ~ _ ~~
.,i
~.,
~4

N ~
O
~~ /
~, ~ /
~,~
_~~ ~ N ~~

.~ .
, \
~
~ O

\ Z
~~_ ~.
-, -
,
~
~
N
~
_
~
, ~~ o __,
~~
~ ~ .~

~
~ ,,,~. ~ \
~
i .
~ ,
to v
< ~
~
1
n ~~ ~,~
~
~ ~~m' ~ ao
~ ~o
~m~ ~
w-
~ y a ~z~
`
'1 Z
Za o~~