Samantha Drive Culvert Update
i3U~~E
~ck~
MEMORANDUM
October 28, 2005
TO:
The Honorable Mayor and City Council Members
FROM:
Michael C. Van Milligen, City Manager
SUBJECT: 2440 Samantha Drive Culvert
On October 3, 2005, the City Council directed City staff to commission an engineering
analysis to quantify the impacts to surrounding properties due to the culvert installed at
2440 Samantha Drive and help determine if the existence of the culvert constitutes a
public nuisance.
IIW Engineers was contracted to perform the study.
The engineering analysis related to 2440 Samantha Drive concludes:
1. The private culvert at 2440 Samantha Drive will likely result in flood damage at
2440 Samantha Drive; and
2. The private culvert at 2440 Samantha Drive may cause erosion damage to three
downstream properties.
/7t/( (hl{L
Michael C. Van Milligen
MCVM/jh
Attachment
cc: Barry Lindahl, Corporation Counsel
Cindy Steinhauser, Assistant City Manager
Gus Psi hoyos, City Engineer
THE CITY OF ~
DUB E
~<k~
MEMORANDUM
October 27,2005
TO:
FROM:
Michael C. Van Milligen, City Manageor .
'j
Gus Psihoyos, City Engineer..~ ---- <
SUBJECT: 2440 Samantha Drive Culvert
INTRODUCTION
The purpose of this memo is to present the findings of the engineering analysis,
performed by IIW Engineers, outlining the impacts of the 18-inch diameter culvert
at 2440 Samantha Drive.
BACKGROUND
In 2000, Moore Development, L TD submitted improvement plans for the
development of the subdivision along the Northwest Arterial that includes
Samantha Drive. As part of the development the City of Dubuque required that
the developer hire an engineer to design a drainage channel to adequately
handle storm water runoff from upstream. The channel crosses eight privately
owned lots on Samantha Drive, terminating at the NW Arterial Detention Basin.
As is the case with the majority of drainage ditches, creeks, etc. within the City,
there is no public easement for the channel because the channel is the
responsibility of the owner of the property that it crosses and common law
requires property owners to allow upstream stormwater to pass through his or
her property.
Homeowners, Joyce and Aren Merrick, installed a small diameter (18-inch)
drainage pipe and filled in the remaining portion of the private drainage channel
that runs through their property at 2440 Samantha Drive. Several neighbors are
concerned that flooding will occur because of the culvert and asked the City to
look into the matter.
City staff from the Engineering and Legal Departments visited the site and met
with several of the concerned neighbors. City staff conveyed to the concemed
property owners that installing a culvert on private property does not constitute
an ordinance violation.
However, a restrictive covenant exists that prohibits "adding any permanent or
semi-permanent structure that would obstruct the drainage way or create an
erodible situation." Although the City cannot bring the case of the covenant
violation, the homeowners have it within their power to utilize small claims court
to address the breach of contract and compel the Merrick's to remove the culvert
and return the waterway "to the state it was in when the Merrick's purchased the
land."
Neighboring citizens raised concerns with the culvert and asked at the
September 6th and October 3'd City Council meetings that the City intervene on
their behalf to have the culvert removed and the waterway restored.
On October 3, 2005, the City Council directed City staff to commission an
engineering analysis to quantify the impacts to surrounding properties due to the
culvert installed at 2440 Samantha Drive and help determine if the existence of
the culvert constitutes a public nuisance.
DISCUSSION
On October 4, 2005, Dennis Waugh, of IIW Engineers and Surveyors, and I
visited the site to observe the condition of the drainage ditch and culvert and
refine the scope of the engineering analysis. It focuses on the potential basement
flooding of the upstream property owner (2465 Samantha Drive) and potential
yard flooding and erosion to the downstream properties due to the installation of
the 18-inch diameter culvert installed at 2440 Samantha Drive.
The site visit and survey revealed the existence of a second culvert
approximately 100feet upstream of the 18-inch diameter culvert. The second
culvert, a 36-inch diameter concrete culvert approximately 30 feet in length,
appears to be the property at 2465 Samantha. It too is a private culvert on private
property, not shown in the subdivision improvement plans. However this culvert
was placed in the natural drainage channel, not the improved channel as built as
part of the subdivision improvements. Therefore, the analysis looks at three
conditions: the ditch as designed with no culverts, the ditch with the 36-inch
culvert, and the ditch with both the 36-inch and 18-inch culverts. Specifically, it
predicts the water surface elevation (flood elevation) upstream, through, and
downstream of 2440 Samantha Drive for the 2-year, 5-year, 10-year, 25-year,
50-year, and 1 OO-year rainstorms.
Based on the analysis, the predicted peak water surface elevation at 2465
Samantha (upstream of the culverts), with both the 36-inch culvert and the 18-
inch culvert in place, would be 1.3 feet below the lowest point of entry for the
100-year storm. In fact, the existence of the 18-inch culvert has little or no effect
on the water surface elevation at 2465 Samantha. However, the analysis did
indicate that the 36-inch culvert raises the predicted water surface elevation by 8
inches and additional fill placed over the 36-inch culvert on 2465 Samantha
property would likely result in flooding at 2465 Samantha.
While the existence of the 36-inch culvert effects the predicted water surface
elevation at 2465 Samantha, it has no effect at 2440 Samantha. However, the
analysis predicts that the existence of the 18-inch culvert at 2440 Samantha will
likely result in flooding at 2440 Samantha for even the 5-year rain.
Downstream properties will be impacted because the 18-inch culvert is not large
enough to pass even the 2-year rain, the smallest storm typically modeled. And
as a result of the grading over and around the culvert, runoff that flows over the
culvert will not re-enter the ditch immediately downstream of 2440 Samantha. IIW
asserts that the runoff that exceeds the culvert may flow over between 100 to
200 feet of downstream property before it will return to the channel. Therefore,
IIW Engineers suggests that erosion may occur downstream of the 18-inch
culvert.
The engineering analysis concludes that:
1. If additional fill is placed over the private culvert at 2465 Samantha Drive,
it may cause flood damage at 2465 Samantha.
2. The private culvert at 2440 Samantha Drive will likely result in flood
damage at 2440 Samantha Drive; and
3. The private culvert at 2440 Samantha Drive may cause erosion damage to
three downstream properties.
ACTION TO BE TAKEN
Attached is a copy of Corporation Counsel Barry Lindahl's memo regarding
private and public nuisances. Based on the attached memo and engineering
analysis, the City Council should determine if the culvert installed at 2440
Samantha Drive constitutes a public nuisance.
,
BAR R Y A. L I N D A H L, E 5 Q
CORPORATION COUNSEL,
ITY OF DUBUQUE
MEMO
To:
Michael C. Van Milligen
City Manager
DATE:
September 22, 2005
RE:
Samantha Drive
At the September 6, 2005 City Council meeting, a representative of the Samantha Drive
Neighborhood Association provided the Mayor and City Council with a copy of
Resolution No. 270-00. I have reviewed Resolution No. 270-00 with City Engineer Gus
Psihoyos. The resolution approved the final plat of certain lots in Embassy West NO.3
and required the developer to construct certain public improvements and other work.
The developer, Moore Development, Ltd., completed the construction of the required
improvements in accordance with the resolution. I do not find any basis in the
resolution for the City to take any action with respect to the filling of the drainage swale
by one of the property owners.
The only potential remedy available to the City, in my OpiniOn, would be a legal
proceeding against the property owner who filled the swale to declare the obstruction a
nuisance and request the Court to order that the owner abate the nuisance by removing
the obstruction.
The following is a short summary of the law of nuisance. The law of nuisance is based
on the motion that one must use one's own property so that the neighbor's comfortable
and reasonable use and enjoyment of their property will not be unreasonably interfered
with or disturbed.
Iowa Code S 657.1 (1) defines a nuisance as follows:
Whatever is injurious to health, indecent, or unreasonably offensive to the
senses, or an obstruction to the free use of property, so as essentially to
interfere unreasonably with the comfortable enjoyment of life or property,
is a nuisance, and a civil action by ordinary proceedings may be brought
to enjoin and abate the nuisance and to recover damages sustained on
account of the nuisance.
SUITE 330, HARBOR VIEW PLACE, 300 MAIN STREET DUBUQUE, IA 52001-6944
TELEPHONE (563) 583-4113/ FAX (563) 583-1040/ EMAIL BALESQ@CITYOFDUBUQUE.ORG
However, the statutory definition of nuisance does not modify application of common
law to nuisances and the courts will look to the common law to fill in the gaps.
There are two kinds of nuisances: private and public. A private nuisance is an
actionable interference with a person's interest in the private use and enjoyment of the
person's land. Examples include vibrations, blasting, destruction of crops, flooding,
pollution, and disturbance of the comfort of the plaintiff, as by unpleasant odors, smoke,
or dust.
A public or common nuisance is a species of catchall criminal offenses, consisting of an
interference with the rights of a community at large. This may include anything from the
obstruction of a highway to a public gaming house or indecent exposures.
The same circumstances may create both a public and private nuisance. The facts may
create a nuisance to the general population and also a nuisance to individual plaintiffs.
The elements of public nuisance are: (1) unlawful or anti-social conduct that (2) in some
way injures (3) a substantial number of people. The determination of private nuisance
rests upon whether there has been "an actionable interference with a person's interest
in the private use and enjoyment of his land."
Iowa Code S 364.12(3) provides that "A city may. . . Require the abatement of a
nuisance, public or private, in any reasonable manner." Section 657.1 can also be used
as the basis of both public and private nuisance actions.
I would suggest that it would be inappropriate for the City Legal Department to take on
the responsibility for prosecuting private nuisance actions for a nuisance that affects
only an individual or small number of property owners when the property owners are
capable of bringing such an action on their own. This would also put the Legal
Department in the unusual position of representing private property owners.
Thus, the question is whether the filling of the drainage swale on Samantha Drive
constitutes a public nuisance - whether it in some way "injures a substantial number of
people" - and, if so, whether the City should bring a public nuisance action.
There is authority in Iowa that the obstruction of a water course constitutes a public
nuisance. In City of Waterloo v. Waterloo, C.F. & N. Ry. Co., 125 N.W. 819, 149 Iowa
129 (1910), a public nuisance action was brought by a city against a railroad for
obstructing a stream. The Supreme Court described the conditions created by the
obstruction:
The petition sets forth the matters and things hereinbefore mentioned, and
alleges that the effect of maintaining the fill constructed by defendant is to
obstruct a natural water course: that such obstruction tends to increase
the height of the floods above the crossing, and thereby fill the low places
with water, which remains after the floods have subsided and create
stagnant pools; that the debris and foul matter thus deposited create
unhealthful conditions, and materially interfere with the health, comfort,
and convenience of residents and visitors in that neighborhood; that the
floods so caused injure the public highways, and at times extend to the
Westfield addition, depositing mud, sand, and other materials in its streets,
and that the conditions complained of will continue indefinitely if the
defendant is permitted to continue the obstruction of the cut-off.
In order to answer the question of whether the filling of the drainage swale constitutes a
public nuisance, I would suggest it is first necessary to have an opinion from an
engineer as to the scope and extent of the consequences of the obstruction.
If there is a basis, based upon an engineer's opinion, for concluding that the obstruction
in the drainage swale is a public nuisance, then the two alternatives available would be
to bring an action in District Court asking the Court to declare the obstruction a nuisance
and ordering that it be abated, or in the alternative, bringing a municipal infraction
complaint for the public nuisance and ask the Court to assess a penalty and require that
the nuisance be abated.
cc: William G. Blum, City Solicitor
Cindy Steinhauser, Assistant City Manager
Gus Psihoyos, City Engineer
October 27, 2005
.. .
Gus Psihoyos, P .E.
Engineering Department
City Hall, 50 West 13th Street
Dubuque, Iowa 52001-4864
Re: Drainage Ditch Hydraulic Analysis north of Samantha Drive
IIW Project No: 05006-07
Dear Gus:
IIW has prepared hydrologic and hydraulic calculations for the conditions of the drainage
ditch at the north end of Samantha Drive This letter is a report of our analysis, results, and
recommendations.
SITE OBSERVATIONS
On October 4, 2005, this author accompanied you to the site to observe the existing
conditions of a drainage ditch that was constructed as part of the subdivision development
of Samantha Drive. The north end of the street ends in a cul-de-sac. The most northerly
residence on the west side of the street is 2465 Samantha Drive, and is bordered by a
natural drainage ditch along the north side of the lot. The grading around the house has a
gentle slope down to the drainage ditch. Of particular concern is a lower level window
which faces the drainage ditch. There is only about I' of elevation height above the grade
at the window and the top of the bank of the ditch. The elevation of the sill of the window
is 861.67
A 36" RCP culvert pipe was placed in the drainage ditch just off the north end of the cul-
de-sac. It had the appearance of having been in place for a relatively significant period of
time, at least a few years. The grade over the top of the pipe was depressed down to the
top of the pipe, providing an overflow capability over the top of the pipe. Apparently,
flow over the ground surface above the pipe has occurred often enough to cause erosion to
occur alongside of the pipe.
A new residence was under construction at 2440 Samantha Drive with a walkout lower
level. This included grading of the backyard and the installation of an 18" CPE pipe in the
drainage ditch to conduct the flow in the drainage across the lot. The rest of the backyard
was filled in to provide a gentle slope in the backyard from the walkout. The lower level
elevation is 857.23. The grade next to the house varies from 856.62 to 856.65, only about
7" below the walkout floor elevation.
WATERSHED DESCRIPTION - HYDROLOGY
The drainage ditch serves the natural drainage for a 28.5 acre watershed that has the
northerly limits at Asbury Road. This includes a nearly fully developed area of residential
housing of principally Y. acre lots and a nursing home complex. There is an approximate
3.5 acre parcel that is primarily impervious cover, but has the potential for more intense
development. The watershed is primarily hydrologic soil group B, and analyzed using an
overall runoff curve number (CN) of 75.
Stormwater runoff is conducted in the natural drainage ditch along the north side of 2465
Samantha drive, through the culvert at the north end of the street cul-de-sac, into a
regraded drainage ditch lined with riprap, then it returns to a natural drainage ditch
approximately 400' downstream of the cul-de-sac, which discharges into the detention
basin located west of the Northwest Arterial.
IIW Engineers &
Dubuque, IA
Surveyors, P.C.
Hazel Green. WI
INTEGRITY. EXPERTISE. SOLUTIONS.
Dennis F. Waugh, PElSE
Charles A. Cate, PE
Gary D. Sejkora, PE
Michael A. Jansen, PE/SE
Ronald A. Balmer, PE/SE
John M. Tranmer, PLS
Timothy J. Tranel, PE
John F. Wandsnider, PE
Julie P. Neebel, PE
James P. Kaune, PE
Thomas J. Oster, PLS
Wray A. Childers, PLS
Geoffry T. Blandin, PE
Mark C. Jobgen, PE
Civil Engineering
Structural Engineering
Environmental Engineering
Municipal Engineering
Transportation Engineering
Architectural Engineering
Land Surveying
Quality Control Testing
Geotechnical Engineering
4155 Pennsylvania Avenue
Dubuque, Iowa 52002-2628
(563) 556-2464
(563) 556-7811 fax
www.iiwengr.com
Hydrologic and Hydraulic Analysis - North Samantha Drive drainage ditch
October 27, 2005
. .Page 2 00
The design storm events were modeled using SCS TR-55 methodology for a 24-hour storm event. The design
discharge in cubic feet per second (cfs) for this drainage area is summarized as follows:
Storm event
2-Yr 5-Yr IO-Yr 25-Yr 50-Yr 100-Yr
24-Hour rainfall amount, inches 2.61 3.67 4.31
5.11
104
5.73
126
6.36
Design Discharge, cfs 36 58 78
HYDRAULICS ANALYSIS
148
A field survey was conducted to provide the detailed data necessary for hydraulic analysis. Hydraulic cross
sections were developed from the survey data at 14 locations along the drainage ditch, from 230' below the 18"
CPE outlet to about 125' above the 36" RCP at the end of the cul-de-sac. These locations were selected to
adequately model the downstream (tailwater) conditions for the culverts, the culverts, transitions between the
culverts, and affect conditions upstream to the property at 2465 Samantha Drive.
Water surface profiles were generated for the storm event discharges described above using the Corps of
Engineers water surface program HEC-RAS, v. 3.1.2. HEC-RAS separates differing model runs into Plans. The
first plan analyzed was for natural conditions as if there were no culverts there, but with the regraded and
riprapped ditch, the second plan is for only the 36" RCP at the end of the cul-de-sac, and the third plan includes
both the 36" RCP and the 18" CPE culverts. The 36" RCP was modeled as a 30" due to partial blocking by
sediment. The critical cross sections, referred to in the HEC-RAS model as River Station (RS) are at Section 7 for
the property at 2440 Samantha Drive (the 18" CPE) for the lower level walkout, and Section 13 for the window
sill at 2465 Samantha Drive. The results of this water surface profile analysis are as follows:
2465 Samantha Drive - Water surface elevations at RS 13.
Storm event
2-Yr
5-Yr
50-Yr 100-Yr
Without either 36" RCP or 18" CPE in place
36" RCP but without 18" CPE in place
858.06 858.51
859.45 859.68
858.55 859.08 859.40 859.78 860.09 860.34
With both 36" RCP and l8"CPE presently placed 858.55 859.08 859.40 859.79 860.09 860.37
These results indicate that the presence of 18"CPE has virtually no effect on the property at 2465 Samantha Drive
except an additional 0.03' at the 100-year event (the 0.01' at 25-year is due to rounding). This is because the
drainage ditch is relatively steep (varies 2.5% to 3.5%) and some of the flow is at or near supercritical flow
regime. The property at 2465 is far enough upstream that the effects of the 18" CPE downstream have tapered to
nothing, and the depth of flow is controlled by the ditch cross-section near the cul-de-sac, and especially by the
previously existing 36" RCP.
These results indicate the elevation of the window sill at 861.67 is about 1.3' above the 100-Yr event water
surface elevation of the ditch. The 36" RCP must not have additional fill placed on top ifit, it will radically affect
these results and will likely flood the window sill if filled in.
However, the results for the residence under construction at 2440 Samantha Drive have significantly different
impacts. The upstream 36" RCP culvert has no impact on the downstream property; however the 18" CPE has a
very significant effect, raising the normal flow of the water surface by about 2'. This is enough rise in the water
surface to actually put water above the lower level floor elevation of 857.23 for any rainfall in excess of a 5-year
event.
Hydrologic and Hydraulic Analysis ~ North Samantha Drive drainage ditch
October 27, 2005
. 'Page 3 of3
The results of this water surface profile analysis are as follows:
2440 Samantha Drive - Water surface elevations at RS 7.
Storm event 2-Yr 5-Yr 10-Yr 25-Yr 50-Yr 100-Yr
Without either 36" RCP or 18" CPE in place 854.65 854.91 855.08 855.31 855.48 855.64
36" RCP but without 18" CPE in place 854.65 854.91 855.08 855.31 855.48 855.64
With both 36" RCP and 18"CPE presently placed 857.05 857.22 857.31 857.45 857.53 857.61
The actual flow capacity of the 18" CPE culvert is inadequate to convey the stormwater, and significant overland
flow occurs, which can cause surface erosion problems in the grassy areas that are not stabilized to resist the shear
force provided by flowing water like the riprap channel. The culvert and overland flow convey the following
proportions of flow:
Storm event 2-Yr 5-Yr 10-Yr 25-Yr 50-Yr 100-Yr
Design Discharge, cfs 36 58 78 104 126 148
Culvert flow, cfs 26.65 32.54 36.2 39.94 41.95 43.19
Overland flow, cfs 9.35 25.46 41.8 64.06 84.05 104.81
% of flow is overland 26% 44% _~4% 62% 67% 71%
..
As the overland flow passes over the backyard of the lot at 2440 Samantha Drive, the topography indicates that it
will flow parallel to the culvert and then return to the riprap ditch downstream. However, due to the width of
flow, it may take 100' to 200' downstream for the full width of the overland flow to return to the riprap channel.
This may cause erosion damage on the downstream properties in the flow path of this area.
The following exhibits are included for your reference: I) Hydrograph Recap for the stormwater discharges; 2)
standard table output of the HEC-RAS analysis giving the water surface elevation for each cross-section (River
Sta) for each of 3 Plans (Natural, 36" RCP only, 36" RCP and 18" CPE combined); 3)graphics of hydraulic cross
sections at RS 7 and 13, which lists the storm events in descending elevation in the Legend (note the order is
changed between the two cross sections); 4) 3 separate water surface profiles showing the changes from the
natural condition due to the effects of the 36" RCP culvert and then the combination of both the 36" and 18"
culverts (note the RS locations on the bottom scale for orientation; 5) the hydraulic field survey data showing the
locations of the street, the residence locations relative to the ditch and the culvert locations; and 6) an overall view
of the upstream watershed. The water surface profiles portray the effects of the culverts very clearly.
It is our opinion that the 18" CPE culvert must be removed and a channel of the same downstream dimensions
replaced into the backyard or 2440 Samantha Drive will likely flood. If the 36" RCP culvert is left in place, it
must not have additional fill placed on top of it in order to protect the residence at 2465 Samantha Drive. Contact
us if you need more information.
I hereby certif'y that this engineering report was prepared by me and that I am a duly licensed Professional
Engineer under the laws of the State of Iowa.
IIW ENGINEERS & SURVEYORS, P.C. ""''''''''''
.., 0 W ~'I.
g"", p~ -..1 1213 1m' ~. \ 4 ~I.
,.... ......., ;,~
.)... ~
! * ..... DENNIS F. -tC '\
h \ WAUGH I Q: 5
:.-;:0 PE l.U E
~~.. 8909 ~I
~ <<'8 .... ~ I
..,#. Sf, ..... ~~ ,,,,~
.... ONAl ....
"...,,,...,,,,,,
1
Hydrograph Return Period Recap
Hyd. Hydrograph Inflow Peak Outflow (cfs) Hydrograph
No. type Hyd(s) descri,ption
(origin) 1-Yr 2-Yr 3-Yr 5-Yr 10.Yr 25.Yr 50-Yr 100.Yr
1 SCS Runoff ------- ------- 35.80 _u____ 57.77 77.73 104.36 125.64 147.65 North Samantha Drive Ditch
Proj. file: North Samantha Ditch.gpw Thursday, Oct 27 2005, 8:34 AM
Hydraflow Hydrographs by Intelisolve
-.
o
~
Ll
o
'.
"
J=
u
.
o
0:
" " 0 0 0 " " 0 0 M ~ ro M N N ~ ~ ~ ro ;; ;; ro N N ~ ~ ~ 0 ro ~ ;:: ro ro N 0 m ~ ~ ~ ~ ~ ~ m
0 0 0 m m 0 ~ ~ m ~ ~ ro w ro w w ~ ~ W ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ N N ~ N N ~
:E ~ ~ ~ ~ ~ ~ ~ d d ~ d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d
Ll
~
0
g
e I
~
0 0 0 ~ ~ ~ ;: M M :! 0 ::\ ;; ;; ;; ~ ;; m ~ w w ~ ~ ~ ro ~ ~ ~ ~ ro 0 ~ ~ ~ ~ N N ~ ~ ~ m m w
~ ~ m m ~ ~ M ro '" 0 N N ~ ~ ~ M M ro ~ ~ ~ ~ ~ "!I<':! ~ ~ ~ '" m m m .,
<; ,,; ,,; ~ ;: ;: ;: " " " :! :! :! .. " " <D d 0 <D ,,; ,,; ,,; ~ ~ ,,; ~ ~ d oj oj ;: '" '" N :! ~ !oi ;: ;: d ~ oj ;:
N N ~ ~ .....:......
:.;: €
~
{'.
M M ::\ ~ ~ ro w ro 'CO~ ~ ~ ;: ro ro ~ ~ 0 W " " W W w ro N N ro N ill ~ ;; ;; ~ M ~ ~ ro ro N ~ ~ M
. M M ~ ~ 0 N N 0 ~ ro w w w w 0 ro ~ M M ro ~ ~ ~ ~ ~ N 0 " W ~ ~ ~ N N
~ " " ~ ~ " ~ :! ~ .. ~ ,,; ,,; d ~ .. '" ,,; d <D '" '" oj :0; :0; ;'i N N ~ <D w gj d g :<i ::\ ::\ oj ,,; ~ " <D <D N
~ N N N N N M N N M N N
~ ~
!!!- ,
u:
w W M ~ W ~ ~ ~ W ~ N M W, ~ ~ N N M --
0; 0; 0 M N M ~ W ~ ~ ~ g '" " ~ ~ 0; ill ;; w ~ ;; N N ~
~ ~ ~ ~ ~ ~ ~ ~ N N N 0 ~ ~ ~ ~ ~ ~ ro M ro ., ro M ro
:E ~ .. .. <D ~ '" '" '" '" <D '" '" <D '" '" W '" ~ .. ('.j, N .. '" '" .. '" MiLO '"' '" '" .. .. '" .. ~ oj ~ ~ M oj oj '"
~ ~
Ll I
-.
>
_.. - ...-.
~ ro ~ M ~ N M ro ro 0 0 ro 0 ro ro :g i2 ~ ~ " " w ro ro 0 0 0 Ii: " ~ 0 ~ ~ N ;\ ro ~ ~ ~ ~ W W ~
ill Ii: ~ 0 ~ M M M 0 0 ~ ;!: W w ro ~ ~ 0 0 M 0 ~ N ~ ~ W w m N ~ :g :g W W ~
11. ~ Iii w ~ 0 ~ ~ 0 ;; ro 0 0 ;:: ~ 0; N ;; ;; :! N N ~ ~ M ;; ~ :! ;; ;; ~ M ~ ;; W W ;\
~ ~ ~ ~ ~ ~ ~ m ~ M ~ ~ ~ ~ ~ ;! ~ ~ ;! " " " "
0 ~ N N N N N N N " N " " " " " " 0 0 " 0 0 " 0 0 " 0 " 0 0 " 0 0 " 0 0 0 0
iij 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
d d d d d d d 0 d d d d d d d d 0 d d 0 d d d d d d d d d d d d d 0 d d d 0 d d d d 0,0
uJ
~ ~ ~ w m ~ M M ~ - - M M M 0 " N M ~ W W N W ~ ~ N
~ ~ ~ ~ W, ~ ~ ~ ~ ;; is w N 0 ;\ ;\ ;\ " "
M M M ~ ~ ~ 0 0 0 M ~ ~ W ~ ~ ro ~ ~, w ro N N W W W 0 0 ~ M M N W ~ ~ ro
> ,,; ,,; ,,; ,,; ,,; ,,; ill ill ill ill ill d d d 0 d d 0 ro ro ill ill ,,; ~ ,,; ,,; ,,; ,,; d d ,,; ill ill ill 0 ill " ro ro <D ~ ,,; <D
0
OJ ~ ~ ~ ~ ~ ~ W W W W W W W ~ ~ ~ ~ ~ ~ ~ ~ W W ~ W ~ ~ ~ ~ ~ ~ ~
gco ro ro ro ro ro ro,ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro
d i ,
uJ !
,
ro ro ro ro ro ro 0 0 0 :e w w ~ ~ ~ ~ ~ N ~ !:::!~ M M M N ,
m m ~ N N N ~ ~ ~ ~ ~ m m ~ ~ """:I'ot ~
u1 ill oj oj ,,; ,,; m ~ ,,; ,,; ,,; ,,; ,,; Iii ,,; ,,; d d 0 " " ~ ro ro ro ro oj
~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ W W W ~ ~ ~ ~ ~ ~ ~ ~
;: goo ro ro ro ro ro ro ro ro ro ro ro,ro ro ro ro ro ro ro ro ro ro ro ro ro ro
,,,
Ll ,
,
ro ro ro ro ~ ro 0 0 0 ~ " " M N N W ro ill w ~ ~ ;; ro ro ~ 0 0 ~ ro ~ ~ m m ro ::\ , N m m ro N N ;;;
m m ~ N N ~ W W ~ 0 M M N ~ 0 ~ ~ 0 0 ro ~ ~ ~ ~ ~ 0 0 W " ~I'<t ~ N 0 0
~ oj oj ,,; ,,; ,,; ,,; ,,; Iii ,,; ,,; d 0 d d d 0 d 0 ill ,,; oj ro ,,; ,,; oj ,,; m ,,; ,,; ,,; ,,; d d ,,; d 0 ,~ ro oj ,,; m ,,; oj
OJ ~ ~ ~ ~ ~ ~ ~ ~ ~ W W W W W W W W ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ W W ~ W W ~ ~ ~ ~ ~ ~ ~
goo ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro <:0,<0, ro ro ro a)ra:l ro ro ro ro ro ro ro ro
"'
s: ,
~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ W W W W W W .~.,
;; ;; ;; ;; ;; ;; ;; ;; ;; ;; ;; ;; ;; ;; ;; ;; W
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 lI:!j<ll 0 0 0 0 0 0 0
OJ ro ,,; ,,; ,,; ill ill ill ill ill oj oj ro ,,; ,,; oj ,,; ,,; ill <D <D <D <D w <D <D Iii <D <D <D <D <D <D <D w Iii Iii <D <D w <D <D iii w
~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~
Ll gco ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro
0
"
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 '10 T 0 0 0 0 0 0 0 oS
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 o 0 0 " 0 0 0 " 0 " 0
~ :g :g :g oj oj oj oj oj oj .. .. .. iii iii <D oj oj <D <D :5i <D oj oj ro oj ,,; ,,; .. .. .. cD <0 <ri a:i cO,' ro ro :g <D ro oj oj ,,;
~ ~ ~ ~ ~ ~ ~ " " " ~ :! :! :! M M ~ ~ ~ ~ ~ ~ " " " ~ ~ ~ ~ :! ~ M M ~ ~ "' ~
0
I- ~ --
0 "- "- "- "- "- "- "- "- "- "- "- "- "- "-
. i;l Ll Ll Ll Ll Ll Ll Ll Ll Ll Ll Ll Ll Ll
a: W 0: W 0: w 0: w 0: W 0: w 0: W 0: w 0: W 0: W 0: w 0: W 0: w 0: W
;; ill "- ;; '" "- ;; '" "- ;; ill "- ;; '" "- ;; ill "- ;; '" "- ;; '" "- ;; ill "- ;; '" "- ;; ill "- ;; '" "- ;; '" "- ;; ill "- ;;
0 Ll 0 M Ll ~ M Ll ~ Ll 0 M Ll ~ Ll 0 M Ll ~ M Ll 0 Ll 0 M Ll 0 Ll 0 M Ll 2 M Ll 0 Ll 0
" Uj !e " x ro x !e x '" " Uj ro x !e " x ro x !e " Uj ro " x !e " x '" " Uj '" . x !e " Uj ro "
Z Z W Z W Z W Z Z W Z W Z W Z - Z W Z W Z Z W Z Z
0
:E
e ~ ~ " ~ " " " ~ ~ ~ ~ >c >c >c
"- ~ ~ ~ " " >c ~ >c " " " " " ~ ~ " " ~ ~ " " ~ ~ " " " ~
>c ~ " ,;, ,;, 0 ~ >c " ,;, ,;, ,;, " " " " >c ~
N N N " ~ ~ ~ ~ " " " ,;, " " 0 0 " " " N N
~ ~ ~ N N N - N N ~ ~ N N N ~ ~ ~ N ~ ~ ~
.
u;
~
iY
~ :! :! :! :! :! :! :! :! :! :! ~ :! :! :! :! :! ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~
-. 1! -. 1! -. -. -. -. -. -. 1! 1! 1! -. - - -. 1! 1! ~ -. -. -. -. - -. -. -. -. 1! ~ ~ ~ ~ 1! -. -. 1! ~ 1! -. -. -.
~ 0 0 0 0 0 0 0 0 0 ~ ~ 0 0 0 0 0 ~ 0 0 0 0 0 0 0 E 0
u 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
.l! 1" . . . 1" . 1" 1" 1" 1" 1" . . 1" 1" 1" 1" 1" 1" 1" 1" . . . 1" 1" 1" 1" . . . . . 1" j!l j!l j!l . j!l j!l 1" . .
~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~
Ll Ll Ll Ll Ll Ll Ll Ll Ll Ll Ll Ll Ll Ll Ll Ll Ll Ll Ll Ll Ll Ll Ll Ll Ll Ll Ll Ll Ll Ll Ll Ll Ll Ll Ll Ll Ll Ll Ll Ll Ll Ll Ll
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
'. '. '. '. '. . . '. '. '. '. '. '. . -. '. '. '. '. . . -. '. '. '. -. '. '. '. '. '. '. '. '. '. " '. " '. '. -, '. '.
" " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " "
~
B
is
o
m
.
o
.~
o
L
o
>
iY
~
u
W
I
"
.
,
c
:g
o
s<
0;
c
c
.
~
u
c
'.
'"
~
o
.
.
0:
0 ~I~ ro ~ ill ;\ ;\ ;\ "W' " ~ ~ " 0 0 0 ro ro 0 ~ ~ 0 ~ ~ 0 ~ ~ N N ;\ N 'I!" N N N T N,ro ro
:E ro ro ro ro N N ro ro 0 ro ro 0 ro ro 0 ro ro 0 ro ro ~ ~ ~ '<t.1~ ~ ~ v v v ~ v' ~
" 00 " 0 0 0 0 0 00 - " " - " " - " " - " " - 0 " - " " " " 0 " 0.0 " " " o ci " 6: "
u ,
"
.
~
,
e
u.
~ 0 ~ ~ ~ ~ ~ u ~ ~ ~ ro ~ ~ ~ ~ ~ ~ N ~ ~ -- ~ -..;-~
, ~ ~ ro ~ 0 ro N N ro ro ~ ~ CO CO :g 1\ 1\ ~,~ ~
~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ro ro ~ ro ~ ~ ~ ~ ~ ~ ~ ~ ~
,.; :! N :! :! :! ~ ~!;! <D oj :! :! ,,; :! :! ~ <D ~ " " N <D <D <D ,,; "":iN N N ~ ~ ..; <D <D
'" ;f: ;f: ;: ;: ;: :" N N NjN N N N N N
'i< € ,
~ ,
0 , ,
>--
L - --._- ro ~ ~
~ ~ 0 ro ~ ~ ~ ~ ~ ~ 0 ~ ~ ~ 0 ro ro :" N N N N ;\ ~ ~ ~ 0 :" 0 ~ ~ ~ ~ ~ ~ i6 ~' ~ ~ ~
~ ~ ~ Q:!1"'l ~ ~ 0 ~ 0 ~ ~ ~ ~ ro ro ~ ~ ro ~ ~ ~ ro ~ ~ ~ ~ ~ ~ ~ ~ N N N ~ ~
~ " " "' :>i <> <> N ..; "' <D :; ~ ,; :<i :<i :! gj ,; ~ "' :>i " <> <> <> ~ "' ~ "' ~ N N ,.; oj ~ ~ "' "' "' <> <>
" 2ro ro N :oJ re ~ ~ ro ~ ~ N ro ~ ~ N ~ ~ N N N N N N ro ro ro v ~
~ ~
!!2-
u: ,
,
ill ill ~ 0 ~ ~ ~ ~ N N ~ ~ ro ro ~ ~ ?l :; N N ~ ~ N ~ m ~ ~ ~ ~ ~ ~ " ;:: ;:: 0 ~ ~ m ~ ~ ~ ~. ~
0 ~ ~ ro ~ ro N ~ '" ~ N ~ ~ ~ ~ ~ 0 0 0 N N N ro ro ~ m ~ m N N N ~ ~
1" N N ..; N N ..; ,.; ,.; ..; ,.; ,.; "' - - <D N N <D N N <D N N " ,.; ,.; " ,.; ,.; N N N N N N N N N ,.; ,.; ,.; ,.; ,.;
~ ..
U ;g
~ i
0 ~ 0 0 0 ~ ro N N ~ ~ m 0 ~ ~ -- M ro . ~ m ~ ~
~ ~ . m ~ ~ ~ ~ ~ " " . m . ill :l ~ ~ ~, 0 ;\
0 0 ~ 0 ~ ~ :; ~ ~ ~ N m ~ ~ ~ 0 ~ ~ ~ N . ~ ~ m 0 'ILlO ::l ill ill ro ro ro ill ~
1< " " ~ ro N 0 ~ ~ 0 ~ ~ 0 0 ~ ro ro ~ ~ ~ ~ ~ ~ ;\ ~ ~ t;;,t;:} ~ ;\ ;\ ;\ M
~ N N, ~ N ~ N N m " " ~ N N ~ N N ~ N N ro N N N N ~ ~ N M M ro ro ro M
0 ~e; 0 0 0 0: 0 0 0 0 0 0 N N 0 0 N 0 0 N 0 0 N 0 0 N 0 0 0 0 0 0 0 0 0 0 0 0 0 0
in 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 _0 <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> 0 <> <> <> <> " " " " " 0 " " " 0 " 0 " " 0 <> <> <> "
uj
N ~ - ~ - - -- gl~ ~+--;;;: -, ~ - (O~(O ~ ~ ~ 0 ~ ~ ~ ~ N N ~ 0 0 m 0 0 0 M M
;:; ~ ~ CO ~ ~ ~ 1;J :is ~ ~ ;! '"
> N ~ ~ ~ ~ ~ 0 0 ~ ro M ~ ~ ~ 0 0 ~ ro M 0 0 ~ ~ ~ ~ ~ ~ 0 0 0 N N
. en oi ,; ,; ,; ,; 0 0 ~ 0 <> " ~ ~ ~ ,; ,; oj ,; ,,; oj ~ qj: ,; <> <> ,; " " " " " ~ " " " " " oj <D ~, oj oj
w ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~' ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~
€ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 00; ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~
0 I I
uj !
,
~ M M M ~ ~ ~ ~ ~ ~ M -- ,--.- "
~ ~1~lr ;\ ~ ~ ~ ~ ;! ;! ;! M M ro '" fql~i '" ~ ~ ~ N
ui , " .......r--. ..... ~ " " r--.: ,...: oj oj oj oj oj ill ill ill ~ ill iii, <D " "
~ lO'lO LO ~ ~ ~ :gl:g ~ ~ ~ ~ ~ ~ ~ ~ ~
~ € i ~ co co; 00 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~, ~ ~ ~
(5 ,
;\ ;\ ~ ;:: N N N N ~ ~ ?l ~ ~ ~ ;\ ~ ~ M ~ ~ ~ M ~ ~ :l ~ ~ ~ N ~ ~ ~ N N i!li ~ ~ ill ~ ~ ~ ~ ~
~ ~ N 0 0 ~ N v v ~ ~ ~ N N '"":llD, ~ M ~ ~ N ~ ~ M ro ~ ~ ~ ~ ~ 0 0
~ ~ ~ oj ,; ,; ,; <> <> ,; <> 0 " oj oj " oj oj " ,; ,,; CO"3l ,,; oj ,; ,; ~ <> <> <D <D " " " " ~ " ~ " " " ill oj
w ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ '" ~ ~ ~ ~
€ ~ ~ ~ ~ ~ ~ . ~ ~ ~ ~ ~ ~ ~ ~ . ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ . . . ~ . ~ . . ~ .
ui i ,
~ i , ,
i I
,
u_ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~
~ ~ ~ ~ ~. ~ ~ ~ ~ ~ ?l ?l ~ m ?l ~ . . ~ . . . . ~i~ .,
W 0 0 0 0 0 0 0 0 0 0 0 N N N N N N N N N N N N N N N ~ ~ ~ ~ ~ ~ ~ ~ '" ~ ~ ~
<D <D <D <D <D <D <D <D <D <D '" "' :g "' "' "' "' "' "' "' ~ ~ ~ "' "' "' "' "' ~ "' "' "' "' "' "' "' "' ,; "' "' :gi:g "'
~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ '" ~ ~ ~
u goo ~ ~ ~ ~ ~ ~ . ~ ~ ~ . ~ . ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ . ~ ~ ~ ~ ~ ~ ~ ~ ~,~ ~ ~ ~ ~
c
" I
0 " 0 " 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0, 0 0 0 o. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
~ ~ ~ ..; ..; ~ <D <D <D oj oj oj <D i!l i!l ill oj' oj oj oj oj g g ..; <D <D <D oj oj oj <D <D <D oj oj oj oj oj oj g g g <D <D
;;; ~ ~ ~ ~ ~ ~ N,..,. ;! ;! M ~ ~ ~ ~ ~ ~ ~ ~ ~ ;! ;! ;! M M M ~ ~ ~ ~ ~ ~ ~ ~
.....1.- ,
~ I
0 i
-I--, , : i
c 0- 0- 0- 0- 0- 0- 0- 0- 0- 0- 0- 0- 0- 0- 0-
. U U U U U U U U U U U U U U u
0: 0: W 0: W 0: w 0: w - 0: w 0: w 0: W 0: w 0: w 0: W 0: w 0: w 0: w 0: w 0:
'" 0- , '" 0- , 15; 0- , '" 0- . 15; 0- , 15; 0- " '" 0- , '" 0- , 15; 0- , '" 0- " '" 0- , '" 0- , '" 0- " '" 0- , 15;
u u u u ," u u u u u u u u u U
ro , ro , ~ M ~ ~ , ro , M ~ , M , M , M ~ ro " ro ~
" " " " " " " ~ " :" " :. " :. " ,lj " " " :" " " " ,lj " " " ~ " " :" " ~ . " :. x
w z w z w z w z w z w z z w z w z -~.j..!!:! z w z w z w z W
i
.
"
e >;- >;- >;- >0 >c >c
0- >0 >0 >c >0 >c >c >c >c >0 >c >c ~ ~ ~ >0 >0 i" >0 >0 >0 >0 >0 >c >c
0 0 0 >;- >;- >;- >c >;- >0 >;- " 0 0 >c " >-
" " ,;, " " " >;- >;- >;- >;- >- ' " " ,;, ,;, ,;,
~ ~ :is :is :is ~ ~ ~ ,;, ~ ~ 0 ~ ~ ~ ,0 0 0
- N N N N N N ~ ~ N ~ ~ ~ N N N ~ ~ ~ - N N N ~ ~
"
U>
"
>
a-
~ ~ " ~ ~ ~ ~ ~ " ~ ~ ;: ;: ;: ;: ;: ;: ;: ;: ;: ;: ;: ;: ;: ;: ;: ;: ;: - ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~
-
0; 0; 0; 0; 0; 1i 1i 1i 1i 1i 1i - 0; 0; 0; 0; - - - - - - - - 0; 1i 1i 1i 1i - 0; 0; 1i 0; 0; 0; 0; 0; 0; 0; 0; 0; 0;
~ c c c c c ~ c c c c ~ ~ ~ ~ ~ ~ ~ ~ c ~ c c c c c c c c c c c c
0 c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c
. . . . . . . . . . J! J! J! J! J! J! J! J! . . . . J! J! J! J! . J! J! J! J! J! . J! . J! . . . . . . . J!
. ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~
0: U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U
[j c c c c c c c c c c c c c c c c c c ,~ c c c c c c c c c c c c c c c c c c c c c c c
'. '. '. '. '. '. '. '. '. '. '. '. '. '. '. '. . . . '. '. '. '. '. . . '. '. '. '. '. '. '. . '. '. '. . . . . '.
L " " " '" '" '" '" " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " '" '"
~
"
is
.
'"
@
.
"
~
a-
U>
;'2
"
W
I
~
,
c
"
o c
'd-~
11
c
.
~
"
c
'.
~ $
..i:: e
~ "-
o
'"
~
B .
Ci t5
o
~ 0
. >
c ii:
.~
"
~
i2 .c
u
'" .
~ rl'
tl
~LL
:E
"
"
o
~
,
e
u.
c-
l'? {I? CO') t')
V '<t '<t V
ci ci ci 0
~
"
~g
~
o
t-
:!~~~
<D"":""': ....:
NNNN
V N N ll)
91 ci:d ~ ~
.;f2'<tvvv
~$
u:
:E
~"'
~E.
,>
I'- r-- r-- lO
"l' <0 <:0 lO
'" M M (")
:g ~ [0 (j)
8. ~ ~ ~ ~
o ~ 0 0 0 0
en ~" ~ ~ ~ :;
.; -
W
> ~ ~ ~,~
Ql a:i o:i a:i a:i
ill ll) lO lO.o
05<0<0<0<0
W
'"
s:€
<'5
;
~
~
ro
ro
> ~
,dl 10
u:i goo
:;i
~ ~ ~
C\! N "!
ill ill ill
ro ro ro
ro
~
iij .0
~ ~
() goo
c
'>
ro ro ro
~ ~ ~
ll'i ui Lri
~ ~ ~
ro ro ro
0000
o 0 0 0
- ((i a:i a:i a:i
$~N;!;!;!
a
"-
"
w '" w
~ ~ l$l 5
~ ~ Uj ~
L
~ ~ ~ ~
goo ~
~ ~ ~ ~
1) 1) 1) Qi
l: C C C
~ ~ ~ ~
u u u u
c c c c
"iij'1ij"iij "<5
::!:::2::2 ::2
r-- r-- la'lO ll) M
0)'" '<t", Ol <0
ci 0: 0: c:i c:i ci
re ~ ~
;: ::: 'j 0 ~
~ ~
"! "!
gig ~
;l; I, ~ ;l;
610
,
~~'3,~'3,
00: ci ci ci
8;g~~:::::::::
~ ;! :! ~ ~ ~ ~
~~~~~~
~ .....: .....: a:i (0 <0
<0 <0 r-- 0 0 lO
;;; ;;; ~ ~ ~ ~
v v lO N N Ol
NNONNO
000000
ci 0: ci ci ci c,
;g ;g
~ ~
~ ~
:00 <0
M M
~ ro
<D <ci
~ ~
ro ro
i
r-- r-- M N N v M M _ 0) 0) 0 M M
lD lO <0 N "! v N N,lD <0 <0 0) <0 <0
.....: .....: ti '::: ti ~ ~i~ .....: .....: .....: ~ ~
I
V <0 <XI 0
001'-""''''''
0(")",<:01
N(\lNN
~ ~ ~ g g b $ ~ ; ~ ~ ~ ~ ~ ~ ~ ~'~
~ ~ N .0 .0 ~ .0 .0 .0 lD lD lD lD lD lO <o'qj qj.
;g ;g
m m
00
N N
00
ci 0:
~~~~~~~~g~
lO 0 0 0 ." Ol ." 00 00 rn
o ~ ~ ~ 0 0 0 0 0 0
ci ci ci 0 ci 0 c.i ci ci ci
a;a;~rere&.i:2:2;g~:8~~~
<D<ci.....:....:......:....:I'-I'-""':""':""':""':
ll)ll)ll)ll)l()lOll)ll)IOL()ll)1O
00 <0 00 <0 <0 <0 <0 <0 <0 <0 <0 <0
;g ;g
~ ifi
ro ro
~ ~
00
t;;1t;;
ro ro
ill ill
ro ro
<(0) 0> C)
aNN N
a:i a:i a:i a:i
II) II) II) II)
eo eo eo eo
II) ~ m ~ ~ ~ ~ ~ ~ N
o N N N ~ ~ ~ m m m
,....,....r-.:r-.:,....:,..:,....:,....:,....:,....:
II) II) II) II) II) II) II) II) II) II)
co co co co eo eo eo co co co
o ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~;
~ W ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~:~ ~ ~
co eo co co co co co co co co co COieo eo co eo
".-
NNNNNNNN
~~~~~~~~
:R:R:R:R:g:g:g :g
co <0 co co co eo co co
00
0,0
cD'cD
M M
0000000
ooo<=!ooo
~~~18ri~ri
~~
>0, ~ ~ >;:
~1I).n.oo
N N N
<'1 <'1 <'1
:g:g :g
ro ro ro
NNNNNNN
~~~~~~~
<ri <ri <ri <ri <ri <ri <ri
It) II) It) It) II) II) It)
co co co co co co co.
I
o 0 000 0 0 0 0
o 0 0 0 0 0 0 0 0
..,...t..t <ei <ei <ei a:i a:i a:i
OOONN;:::!~~~
"-
"
'" w
!o "-
M"
X ro
W
"-
"
'" w
r:! (0 Q.
;3 M "
~J:j~
>;: >;: >;-
o 0 ~
N
>;: >;: >;:
000
000
>- >;:):
.oN" ~ '
N iil
): ):
00
~ ~
OlOlOlOlOlOlOlmmmmmOlOlOlOlOlOl
~ ~
~ ~
""
o C
'ffi 'ffi
" "
~~~~~~~~~~
~~~~~~~~~~
uuuuuuuuuu
c c c c c c c c c c
'ffi'ffi'ffi'ffi'ffi'ffi 'ffi'ffi'ffi'ffi
~~~:2::2:~~::2:~~
Q) Q) Q) Q)
c c c c
c c c C
III III III III
.r::..r::..r::. .r::.
uuuu
c c c c
'ffi 'ffi 'ffi 'ffi
::2:::2:::2: ::2:
Q) Q)
c c
~ ~
""
c c
'ffi 'ffi
" "
~jl~
m m
c:i c:i
i
m m ~ ~ ~ ~ ~ ~ ~ m ffi ~ Z g ~ ~ ~ g
ci ci ci ci ci 0 0 c:i 0 0 0 c:i c:i c:i c:i ~ ~ 0
,
co co'''''
~ ~ ~
N N N
~ N
-(0(0
~ ~ m ..,.
;! ;! ~ ~
m ~ ~fiD rrjf:;:... ~
..,. co co 0) Ol 0)
<ri..t cD cD..t""':""':
N~~N~~
~ N N <D
~ co co ,....
~ ;! ;! ~
~ ~ ~ ~ ~ ~ ffi,~ ~ ~ ~ ~ ~ ~ ~ g g m
~ ~ ; <ri <ri ~ ~:~ g ~ ~ ~ ~ ~;~ ~ ~ ~
~ ~ 0; ;;!; ;;!;
M M,O M M ~
~ .;
"l' N N ,....
~ co co "I
~ ..t ..t N
~
ID ID
~ ~
a:i cO
~ ~ ~
o o~~ co co <D 0 0 0) ~ ~ co II)
~ ~ ~ ~ ~ ~ ~ ~ ffi g g 2 ~
ggg;;g;Sg;;85
o c:i c:i c:i c:i c:i c:i c:i c:i c:i c:i c:i c:i
10 N ,.... N "l'
~ m (") N ..,.
1'- ~ 00,....
~ig ~ *'g
c:i ci c:i 0 c:i
::! ::!
~ ~
~ ~
ro ro
~ R R ~'~ ~ ~ gjg ~
~ ~ ~ ~ ~ ~ ~ ~ ~ ~
co co co co co co co co co co
(0 ~ ~ ~
rri ~ ~ rri
co co co co
~ ~
~ ~
;g ;g
ro ro
~ ~
<ri <ri
~ ~
ro ro
M M
~ ~
ill ill
ro ro
~ ~
M M
<ri <ri
~ ~
ro ro
g m m ~ ~ ~ ~ ~ ~
~ ~ ~ ~ ~ ~ ~ ~ ~
co co co co co co co co co
,
,,.... ,....'
<ri <ri
~ ~
ro ro
II) eo co N N
o '<t '<t N.,....
,....: <ri <ri r-.:I<ri
II) II) lO lO II)
co co co co co
~ ~ ffl ~ ~ ~ ~ ~ ~ ~ ~ ~ ~
~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~
eo co co co co co co co co co co co co
00
00
<ei <ei
M M
00
00
<ei a:i
M ~
o 0 0 0 0 0
ooooo<=!
~ ~ ri,ri ~ ~
ill ill ~
~ M (')
~ ~ ~
ro ro _
000
000
3 i ~
o 0 000
o 0 000
w: ~ a:i o:l co
N :!: ~ ~
"-
U
'" w
~ ~ 13
~ Uj eo
"-
"
"'w
~ U, c..
;3 M "
~J:j~
"-
"
'" w
~ ~ 13
"
z
"-
"
'" w
~ ~ 13
~ Uj Q,
"-
U
'" w
~ gs 13 ~
~ Uj co ~ Jl ~
Jl Q,
>;- >;: ~
N N N
" " " >- >- >- ,;" >-", '; >-",
>- >;- >;- ~ , , II)
.n lO lO 0 ~ ~ N ~ ~ g
): ):
00
~ ~
): ): ~
600
000
co co co co co co co co co co co co co co co co co co
~~
~ ~
""
c c
'ffi 'ffi
""
~~~~~~
~~~~~~
uuuuuu
cccc<:c
'ffi 'ffi 'ffi'ffi'ffi 'ffi
::2:::2:::2:::2::2: ~
~ ~ ~ ~ ~ ~ ~ ~
~~~~~~~~
uuuuuuuu
c c c c c c c c
'ffi'ffi'ffi'm'ffi 'ffi '16 '<0
~ ::2: ~ ~ :2: ~ ~ ~
~~
m m
c:i 0
N N
N ~
~ :!
a:i cO
,.... -~N
lO ..,.,..,.
N ..t..,.
00
M M
;;;;;;
N N
o 0
o a
ID ~
~ O!
;g.;g,
co COj
lid 16
i, i,
ro _
~ ~
~ ID
;g ;g
ro ro
ill :g
M M
~ ID
ro ro
ill :g'
~g
ro ro
o 0
o 0
<ri ID
M M
"-
"
'" w
!o "-
M U
"-
"
'"
H:
. x
zw
nl
NN
~ ~
~ ~
~ ~
""
c c
'ffi'm
" "
~~
j ~
""
.:: c
II) 'm
" "
~
.
,
c
.~
o c
<d-f!.
..
c
c
m
~
<J
c
offi Q)
"",
.c e
~ a.
.
'"
~
o
.~ "
0",
~ ~
m >
.~ Ii:
o
~
>
oc .r:.
o
~31
U
'"
:c
--
~;I ~~
~ 0
ci .,....:
~ ~ ~ ~ w ~ ~ m ~ ~I~
~ 0 ~ ~ 0 ~ ~ 0 ~ ~Io
I
I
~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ R
ci ci ci 0 ci 0 ci a ci ci ci 0 ci ci 0 ~ ~ ci
~ ~ ~ ~ ~ ~ ~ ~ ~ ~
;?~;?~~~~~cD~
~ ~ g; ;;1j ;:Ii ~
oi 0; a:i -.i
o
~
~;!r--
~ ~ a; a;
d c:i N N
N N N N
;;:; ~ ~ ~
~~~~
O.
~ ~
~ "
. . ~
. . ~
N C\i c-.i
N N N
00
<ei cD
N N
;\ ~
ui ci
N:N
~ ~ ID ~ ~ ~ ; ; ; ~ ~ ~ ~I~ ~ ~ ~.~
M M M ~ ~ ~ ~ ~ ~ ~ v ~ ui'ui ui ~ ~ ui
;I;~
~ ~
c:ici
';j!~IO
~ f'-.:1f'-:
000
~ ~
~ ~
d d
o 0
~ ~
d 0:
o ~ ~
o ~ ~
c:i ci ci
~ ~ m m m m v v N
m ~ m w ~ w m m N
~ ~ ~ ~ ~ ~ ~ ~,~'
o 0 0 0 0 0 0 0 0
ci ci ci ci ci ci ci ci ci
(!j ~ ~ ~ ~
NNNNN
IOLl)LOIOIO
co co co co co
~ ~ ~ ~ ~ ~ ~ ~ ~
~ ~ ~ ~ ~ ~ ~ g ~
o 0 0 0 0 0 0 0 0
ci ci ci ci ci ci ci ci ci
C01~ ~ r-- m ~ w It) It) co
co m m m N N N v v v
N N N N ~ ~ ~ M ~ M
It) It) It) It) lO ll) It) ll) It) lO
co co co co co co co co co co
;q:;j
<') l") ("')
~ ~ ~
000
;;:; cry
N N
~,~
0.0
N N,
~ ~.
N N
~ ~
00
M M
o 0
M M
~ ~
o 0
~ <') M N N N r-- r-- r--
..... ..... ,.... t-- l'- I'- '<l" V '<l"
a::i cO cO ;? ~ ;? ~ <'"i ~
N ~
~ ~
O~
N N
~ ~I~ ~ ~ ~ ~ ~ ~
a::i'o:jlo:j N N ~ cD W cD
"
<J
..
.
~
~
~
15
~g
~
!2
.....10)
ON
"":i<"i
~ ~
;::: ;::: ~ ~ ~ ~
It) ui g ~ cO a;
. .
. .
N N
;:2 ~,
~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 2 ~ ~ ~ ~
N N N N N N N N N N N N M M M N N <')
It) It) It) It) It) It) ll) It) ll) It) It) It) It) It) It) It) It) It)
co co co co co co co co co co co co co co co co co co
I
;! ;! ;! ;! ;! ;!
g g tiS g g g
C(lCO<O<X!coco
;! ~
00
~ ~
. .
;! ~
00
~ ~
. .
~ ~ ;! ;!. :! :! :! :!
~~g~gggg
0:) 0:) 0:) 0:) 0:) 0:) 0:) 0:)
o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000
o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 3 ~ ~ ~ ~ ~ ~
~ ~ ~ ~ ~ ~ ~ ~ ~
~ ~ ~ ~ ~ ~ ~ ~ ~
~iffl ffl ~ ~ ~ ~ ~ ~
~ s ~ ~ g 8 ~ ~ ~
000 0 0 0 0 0 0
~ ~ ~
~ ;:0 ~
. . .
~ ~ "#' ~ ~ ~
(0. <l;! <0; N C\i C\i:
:g:~ ~ ~ ~ ~
~ :g
MN
~
NN
o 0
~~
N 0:) 0:) (0
M Q) Cl: "#'
ti :! :! m
"#' 0 0 0:) It) It)
ll) <0; "": "": It) ,.... ,....
~~g;::;::~titi
~ ;;r
u:
g88~~~;:2
~r--:r--:~~~~
N N ~
N N N
N N ~
e;
,
"
z
a.
<J
'" '"
"' a.
~ <J
ill ~
a.
<J
'" '"
~ ~ 13 ~
i x <<:, ~
z'" z
a.
L>
'" '"
"' a.
~ <J
ill "'
a.
L>
'" '"
~ fo c..
, ~ <J
~ Jj ~
a.
<J
'" '"
~ fo c.. ~
.a M u :J
~ Jj ~ ~
m~m
0:) 00: 0:)
o
~
.
22
. .
o 0 0 ~ ~ ~ ~ ~ ~
~ ~ ~ ~ m ~ ~ ~ ~
0:) 0:),0:) (0 (0 (0 0:) 0:) 0:)
:! :! :! :! ~
oi oj oj 0> <J)
"#' "#' "#' '<t '<t
0:) 0:) 0:) <0 (0
~ ~ :! :!
Q) Q) oj en
:;~~~
c
B~
~
. ~ m
.00
ci..o ..0
-I-~
0:) ,.... ,.... "#' ~;:: 0 0 It) ~ ~ It)
~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~
>;- >;- >= >= >= >= >;-
N N N .0 .0 .0 0
>;- >;- >;- >= >= >;: >;: >;:
~~~~~~:?l~
>;- >;- >;:
000
~o~
~ ~ ~ ~ ~ ~ ~ ~i~ ~ ~ ~ ~ ~ ~ ~ ~ ~
000 0 0 0 0 0 0
000 0 0 0 0 0 0
~ w w ~ ~ ~ ~ ~ ~
M M M It) It) It) ,.... ,.... ,....
a.
L>
"''"
~13
Jj <<:,
I;
'" '"
~ !o a. ~
:J M U .a
~ Jj ~ ~
a..
<J
"''"
~ ~ 13
~ Jj ~,
Nt:: t:: g ~ i2 :2 f?J
~ o~~:3'gg8~
O~ONNONNON
00 ~ d ~ d d d ~,did
o
uj
f?J~i:1i:1~~~g
~ ~ ~ ~ :g ~ ~ :;
NON NON N 0
00000000
ociciocicioci
~~~~~~~~~~~~
~~~~~~~2ffi~~~
u u u u u u u u U u u u
c c c c c c c c c c c c
'Cij 'Cij 'Cij 'Cij '15 'Cij 'Cij '(ij 'Cij 'Cij '(ij '15
:a:a:a:a:a:a:a:2: ~:a:a:a
~~gg~~
cccccc
~~~~~~
uuuuuu
cccccc
'ffi '(ij 'Cij 'Cij '(ij '(ij
::i!:::i!:::i!::a::E :a
a.
L>
~ '"
"' a.
~ <J
.n ~
>;->=>;:>=):>=>;:>;:>;-
N N N ~ ~ .0 ~ ~ ~
It) It) It) 10 10 10 It) It) It)
g g
c c
m m
~ ~
<J<J
,~ ,~
" "
g~~g~~~
2~~~~~~
uuuuuuu
c c c c c c c
';;;: 'ffi 'ffi '(ij '(ij'(ij 'ffi
::i!: :a ::1 ~ ~ .::::E ::i!:
>
.
wg
o
.uj
:g ~ ~ ~ ~ ~ i:1 m m ~ ~ N'~ ~ ~ ~
r--: ~ ..0 r--: 10 ~ r--: ..0 ..0 r--: ~ ~ r--: ~ ~ r--:
It) It) 10 10 10 10 It) It) It) 10 10 It) 10 10 10 10,
0:) 0:) 0:) 0:) 0:) 0:) 0:) 0:) 0:) 0:) 0:) 0:) 0:) 0:) 0:) 0:)'
I-
~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~
u) :g:g:g:g:g:g:g:gt8:2:2:2:2
~g(Oo:)o:)o:)o:)o:)o:)o:)o:)o:)o:)o:)o:)
(5
;:5;:5 ;:5
~ ~ ~
~ ~ ~
. . .
~o;o;~~~~~~~~~~zqC'bJ~
! ~ r--: ~ ~ ,.... It) ..0 r--: ..0 ~ ,.... ..0 ..0 r--: It) It) ,....
- It) It) It) It) It) It) It) It) It) It) It) It) It) It) It) It)
Wgo:) 0:)0:)0:) 0:)0:)0:)0:)0:)0:) 0:)0:)0:)0:) 0:)0:)
'" -
"
--
0:) 0:) 0:) 0:) 0:) 0:) 0:) 0:) 0:) 0:) 0:) 0:) 0:) 0:) 0:) 0:)
0:) 0:) 0:) 0:) 0:) 0:) 0:) 0:) 0:) 0:) 0:) 0:) 0:) 0:) ~ ~
W MMMMMMMMMMMMMMMM
ug~~~~~~~~~~~~~~~~
C
"
o 0 0 0 oio 0 0 0 g,o 0 0 0 0 0
~ ~ ~ ~I~ ~ ~ ~ ~ ~ ~~' ~ ~ ~ ~ ~
21-~~MIt)It)It),....,....,....oo~, ~~:!:!"#'
:!i
a
a.
L>
'" '" '"
a. Iii. a.
u '- ~ u
:.'2 i x <<:,
. z'"
a.
L>
'" '"
~ fo a.
, M <J
~ Jj ~
a.
<J
"''"
1!! fo a.
, M <J
~ .n ~
a.
<J
'" '"
~ ~ 13 ~
i x ~ ~
z W . Z
a.
L>
"'w
il:3
ill '"
:>: >= >= >= >;: >;: >;-
N .0 .0 .0 0 0 ~
>;: >;: >;-
000
000
>;- >;-
~~
>;: >= >= >=
It) 0 0 0
N It) It) It)
,....,....,....,....,....,....,....,....,....,....,....,....,....,....,....,....
~~~~~~~~~~~~ggg~
2~~~~~~~~~~~~~22
uuuuuuuuuuuuuuuu
c c c c c c c c c C C C C C C C
'(ij '(ij '(ij 'ffi 'ffi 'ffi 'ffi 'ffi '(ij '15 'ffi 'ffi 'ffi 'ffi 'ffi 'ffi
~ ::= ::= ::?: ::?: ::?: ::?: ::E :2: :2: ::= ::?: :a :a :2: :2:
"
,
c
"
o
~
0;
c
c
.
~
"
c
'.
"
.c
o
.
.
0:
~ ~ ~ M ~ V ~ ~ ~ ~ ~ ~ N N N 0 --- 0 0 0 ~
~ ~ ~ M M ~ ~ ;:: ;:: ;:: V ;; 0, q 0 0 0 l 0 0 0 0
~ ~ ~ ~ ~ ~ ~ ~ ~ ID ID ID ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 0 0 00 0 0 " m
i3 6 6 6 6 6 0 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 6
" ,
.
~
,
e
~
~ ~ ~ ~ ~ ~ N :;j ~ m m m N N N 0 0 0 ;\ 1\ 1\ N N N ~ ~ ~ N N N ~I~ ~ ID ID ID :; m m ~ ~ ~ ~
~ ~ ~ ID m m m ~ ~ ~ N N N 0 0 0 ~ ~ ~ v v v m m m
" :e :e :e <D <D <D ;\ ;\ ;\ .; .; .; ~ ~ ~ " " " ~ ~ ~ <D <D <D .; ,,; ,,; ,,; ,,; <D 0: ci 6 ;: ;: ;: N oj oj :; :; :; ~
~ N N N
~ g , ]
~
0
t--
f.--N m ~ ~ 0; ~ v v ~ ~ ~ m
N N ID ID ID ~ ~ ~ ~ ~ ~ m m m 0 0 0 m m ~,~ :: ~ ~ ~ ~ ~ ~ ~ m m v
0 0 0 ~ ~ ~ ~ '" ~ N N N m m m v v v m m m ~ '" ~ N N N ~ ~ ~ ID
~ N N -i -i 1i m g: 0; m 0; 0; N " " :e ~ :e 0; 0; 0; oj oj 11 1i -i -i <D <D <D 6 ~ ~ oj " oJ ~ :e :e :" ~ :" N
'" "N N N N N N N N N
~ cr
.e
u: , ,
~ ~ ~ :: :: ~ N N N m m m ID ~ ~ ~ ~ ~ ~ ~ ~ v v V N N N ~ ~ ~ ;:: ;:: ;:: ~ ~ ~ 0 0 0 N N N ~
m ~I~ ~ ~ ~ v v v ~ ~ ~ M M M ~ ~ ~ N N N 0 0 0 v v, v ~ ~ ~ ID
C v v v <ri <ri <ri <ri <ri <ri M '" M -i -i -i -i -i -i <ri <ri <ri <ri <ri <ri <D <D <D <ri <ri <ri <ri ~ ~ <D <D <D <D <D <D <D <D '" '"
~ ~
"
0;
>
'0 0 0 ~ ~ ~ M M M ~ ~,~ m ID M ~ ~ ~ v v v 0 0 0 m m m M M M 0 ~ ID ~ ~ ~ v v v ~ ~ ~ ~
. i~, ~ ~ ~ ~ ~ M M M ;\ ;\ ;\ N M N ~ ~ ~ ~ ~ ~ ~ ;; ;; ~ ~ ~ ~ 0 ;; ~ ~ Iii ~ ~ ~ N N N M
M M ;; ;; ;; ~ ~ ~ N N N N N N N N ~ ~ ~ 0 0 0 v ;:\ 0 0 0 0
~ ~ ~ ~ 0 0 0 ;;; ;;; ;;; M M M ;\ ;\ ;\ ~ ~ ~ ~ ~ ~ 1l 1l M M M ~ ~ :0 ;;; :0 ~
0 ~ M M M M M M M M M M M M M M M M M M M ~ ~ ~ ID ID ID ID ID ID ID ~
'" ~ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0; 6 6 6 6 6 0 6 6 6 6 6 0 0 0 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 0 6 6 6 6 6 6
W
N N N M M M m m m ID ID ID N N N ~ ~ ;:\ ~, ID i8 ~ ~ N N N N ~ ~ ~ m m m 0 0 0 ~ ~ ~ 0 0 0 M
> ~ ~ ~ ~ ~ ~ ID ID ~ ~ ~ ~ ~ ~ M M M v v v ~ ~ ~ N N N ~ ~ ~ ~ ~ ~ 0
. oj oj oJ oj oJ oJ oJ oJ oJ 0; 0; 0; 6 6 6 Iii 0 Iii 6 6 0 ;; ;; ;; ;; ;; ;; " " " " ~ ~ ,,; ,,; ~ ,,; ,,; ,,; ,,; ,,; ~ ,;
w ~ ~ ~ ~ ~ ~ ~ ~ ~ v v v ~ ~, ~ ~ ~ ~ ~ v v ;:\ v v ;:\ v' v v v v ~ v v v ~
g ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ '" ~ '" '" '" ~ ~ ~ ~ ~ ~ ~ '" ~ ~ ~ '" ~ ~ '" '" '" ~ ~ ~
0;
w ,
H-- " v ~ ID ID ID ;; N N N '" ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ '" ~ '" :g ~ ~ v ~ ID ~ M W M :; :; :; ~ 6o~
~ ~ ~ 0 0 0 ;; ;; N N N ~ ~ ~ ~ ~ ~ M M M ~ ~ 0 0 0 M M M ID ",' "' M
u; ;; ;; ;; N oj oJ oJ oJ oj m 0; 0; 0; 0; ,; ,; * ,; 6 6 2 2 6 6 6 6 0 " " " " " ~ " " " ~ " " ,,; ,,; ,,; ,,;
~ ~ ~ ~ ~ ~ ~ v v v v v v v v ~ ~ ~ ~ ~ ~ ~ ~ v v v v ;:\ ~ ~ v v ~ ~ ~ v v ~
g ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ '" ~ ~ ~ ~ '" ~ ~ ~ ~ ~ ~ ~ ~ ~ ~
"
" I
N ~ N N N ~ M M M M --
~ ~ ~ N N ~ ~ 0 0 0 :: ~ :0 ;;; :0 M M v v v 1l ~ ~ M M M :; :; :; 0 ~ ~ 0
M M M v v ~ ~ ~ ~ m m m ~ v ~ ~ ~ ~ ~ 0 0 0 M M ID ID ID M
~ oJ oJ N N N oJ oJ N oJ 0; 0; 0; 0; 0; 0; Iii 0 6 6 6 6 6' 2 0 6 0 6 ~ " ~ ~ " " " " " " " " ~ .; ,,; .;
w ~ ~ ~ ~ ~, ~ ~ ~ ~ ;:\ v v ;:\ v v ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ;:\ v v v ~ ~ v v ;,I; ~ ;:\ v ~ ~
g<o ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ '" ~ ~ ~ ~ ~
u;
~
~ ~ ~ ~ ~ ~ ~ -- ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 0 0 0 0 0 0 0 0 0 0 0 0 0 0
~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 0 0
~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ v v ~ v v v v .. v .. v ~ v v ~ ~
w 0; 0; m m m m 0; 0; 0; " " " " " ~ " " " " " " " " " " " " <ri <ri <ri <ri <ri <ri <ri ~ <ri ~ <ri <ri <ri <ri <ri <ri
~ v v ~ v v v ;:\ ~ ~ v v ~ ~ v ~ ;:\ v v v v ~ v v ~ ~ v v ;,I; ~ v v v v v ~ v ;:\ ;,I; ~ v v ~ ~
" g ~ ~ ~ ~ ~ ~ '" ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ '" ~ ~ ~ ~ ~ ~ '" ~ ~ ~ ~ ~
c
.. ,
-- 218 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 " 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
:;;; ~1\ v v '" '" '" ~ .; <D gi '" '" .; .; .; .; ~ ~ -i -i -i '" '" '" '" '" '" '" '" <D .; :g '" '" '" .; -i -i 1\ .; iEl ~ '"
00 " ~ ~ ~ ~ ~ M M ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ M M M ~ ~ ~ ~ ~ ~ ~ ~ ~
" ~ ~
0
c "- "- "- "- "- "- "- "- "- "- "- "- "- "-
. " " " " " " " " " " " " " "
a: 0: w 0: W 0: w 0: W 0: w 0: w 0: W 0: W 0: W 0: W 0: w 0: w 0: W 0: w
;; !o "- ;; !o "- ;; il "- ;; !o Ii ;; il "- ;; !o "- ;; il "- ;; !o "- ;; il "- ;; !o Ii ;; il "- ;; !o "- ;; ~ Ii ;; il "- ;;
, M " " M " , " " M " , " , M " il " , M " il " " M " , " , M " " M " , " "
" x ~ . x ~ " x ~ . x ~ " ill ~ " x ~ ill ~ " x ~ x ~ . x ~ " ill ~ " x ~ . x '" " ill ~ .
z w z w z w z w z z w z z w z w z w z z w z w z z
.
~ ~ >0 >0 >; >; >;- >;- >0 >0 >; >0 >0 >;- >; >0
"- >;- >;- >;- >;- >;- >0 >; >0 >0 >; >0 >0 >0 >; >; >;
0 0 0 >;- >0 >0 >; ~ >; '" 0 0 >; >; >0 >0 >; ~ '"
~ ~ '" '" 0 ~ ~ ~ N N ~ ~ s2 ,;, ~ ~ :1l '" 0 " ~ ~ N ,;, s2 s2 " ,;, ~ ,;, 2 2 0 ~
N N N ~ ~ ~ N ~ ~ N N N ~ ~ N N ~ N N N ~
J'l
if>
~
'"
~ ~ ~ ~ ~ ~ ~ ~ ~ v v v v v v v v v v v v v v v v v v M M M M M M M M M M M M M M M M
1] 1] 0; 0; 0; 0; 1] 1] 1] l' 0; 0; 1] 1] 1] 0; 0; 0; 1] 1] 1] 0; 0; 1] 1] 0; 0; 0; 0; 1] 1] 1] l' 0; 0; 0; 0; 1] 0; 1] 0; -,-
~ . .
c c c c c c c c c c c c c c c c c c c c c c c
0 c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c
. J! . . . . . J! J! J! J! . . J! J! J! . . . J! J! . . J! J! J! . . . J! J! J! J! J! . . J! J! J! . . . . .
. ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~
0: " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " "
c c c c c c c C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C
'. '. '. '. '. '. . '. '. '. '. . '. '. '. '. '. . '. '. '. '. '. '. '. '. '. '. '. '. '. '. '. '. . '. '. '. '. '. . . '.
" " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " "
~
B
is
.
m
.
c
-~
o
L
.
>
'"
~
o
W
I
s
.
,
c
~
o
('.
~
c
ro
~
"
c
'.
"
~ ~I - 0 ~ ~ N'N N <<I <<I <<I ~I~ ~ " ~ ~ ~ ~ ~ ~ ~ ~ m ill ill 0 R R N N N M M 'r r
m ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~
" 0 " 0 0 " " " 0 0 0 " ~ ~ ~ " " " " " 0 " " " " " " " " " " " c:i ci ci c:i
"
" ,
.
~
,
e
~ ,
~ ~ 1\ 1\ 1\ m m m M M M m m m M M M ~ ~ ~ m m ill :5i :5i :5i ~ ~ ~ 0 0 0 N N N m m m
~ N N N ~ ~ ~ N N N 0 0 0 V V v m m 0 0 0 m m m N N N M M M
15 ~ '" N N N ;; ;; .. '" '" '" " " " '" '" '" 0; 0; 0; ~ ~ ~ ~ ~ ~ <D ~ ~ ~ " " ~ ~I~ 0 0 "
, N N N
~ €
~ ,
0
r-
I- -, - N N N ~ ro ro ~ ~ ~ ~ ~ ~ 0 0 0 ~ ~ ~ M M ~ ~ ~ v v v ~ eo+co
m m ;;; ;;; ;;; ::l ;:: ;:: ;::
ro ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ N N N M M M N N N M M " " " m m m m m m
,; ,; ,; ;; ;; ;; ~i " " N <D ~ ~ " ~ " ,; " " .. ~ .. " " " N N N ;l ;l ;l " " "
. " N N N N N N N N N N
-<
~ ~
'"
u:
~ ~ m m m N N N ~ ~ ~ I'-Ir-- ~ ro ro ro ; ; ; "' "' "' ~ ~ ~ M M M m m m v v v ~' ~' ~
ro ro M M M 0 0 0 v v v ~I: ro ro ro ro 0 0 0 V V V ~ ~ ~ 0 0 0 N N' N
" <D <D M M M .. .. .. .. .. .. .. ~ " " '" '" '" M M M .. .. .. .. .. .. .. .. .. '" '" '" '" '" '"
~ ~
"
0;
>
I- -- ro ~ ~ ~ ~ ~ ~ M M M M M M N N N
ro ro ~ ~ ~ ~ ro <<I <<I <<I ;\ ~ ~ ro ro ro 0 0 ~ ~ ~ ~
M M V V V ~ <l v ;': v ;': m m m " " M M M N N N " " " " " "
11. 0 0 N N N 0 0 ;;; ;;; ;;; 0 0 0 ~ ~ ~ ~ 0 0 0 0 0 0 0 0 0 0
~ ~ M M M M M M M M M m m m N N N 0 0 g g 0 0 g 0 0 0 0 0 0 0 0 0 0 0
0 -~ ~ N N N N N N N N N N N N ~ ~ ~ N N N M M M M M M M M M M M M M M M
Ui ~6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C!. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0; " " " " " " " " " " " " 0 0; " 0 " " " " " 0 " " " " " " " " " " " " " " 0
uj
,
M M M M M i1' i1' m ~ ~ ~ ;\ v ;\ m m m ~ ~ ~ ~ ro ro ro I" ~ ~ v v v ~ ~ ~ ~ ~ ~
0 0 " V " ~ 0 0 0 M ~ ~ ~ ~ ~ ~ v " v ~ ~ 0 0 0 N N N V V V
~ 0; 0; ~ '" ~ '" '" '" <D <D '" ~ <D ~ <D <D <D <D <D <D .. v v .. ~ .. .. .. .. '" '" '" '" '" '" '" '" '"
ill v l\ l\ ;:l; <<I v <<I v v v v v v v v v v v v v v ;:l; ;:l; v v v v v v v v v v v v v V
gco ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro, ro ro
0; , ,
uj
g g v v ~ ~ ~ ~ ro ro ro N N N 0 0 0 ~ ~ ~ :B :B :B ~ ~ ~ ~ ~ ~ M M M 0 0 0 ~ Ie Ie
'" m m N N N V V V ~ ~ ~ m m m' 0 0 0 m m m v v v ~ ~ ~ ~
'" ro <D :! v .. '" '" '" '" '" '" '" '" '" '" '" '" <D <D <D M M M M M M .. .. .. .. .. V .. .. .. .. .. ..
;i V V V V V V V V V V V V V V V V V V V ;:l; ;:l; ;:l; V V V V V V V' V V V V V V V V
goo ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro
'E
" ,
,
0 0 ~ ~ ~ ~ ~ ~ ~ ~ ~ ro ro ro ~ ~ ,;; 0 0 0 N N N M M M ~ ~ ~ m m m ~ ~ ~ " " "
~ M M N N N ~ ~ ~ ~ ~ ~ m m m ~ ~ ~ M M M m '" '" '" N N V V V ~ ~ ~ ro ro ro
0; ro ~ ~ ~ '" ~ '" '" '" '" ~ ~ ~ '" '" '" <D <D <D M M M v v .. .. .. .. .. .. .. .. .. .. '" "', '"
ill v v v v v v ;:l; ;:l; v ;:l; v v v v v v v v v v ;:l; ;:l; v ;:l; ;:l; v v v v v v v v v V ~I~ V
go::o ro ro ro ro ro ro ro ro ro ro ro ro ro ro, ro ro ro ro ro ro ro ro ro ro ro ro ro ro
'" ,
;i , , ,
0 0 N N N N N N N N N N N N N N N N N N ~ 0 0 0 0 0 0 0 0 0 0 ~ ~ 0' 0 0 0 0
ill v v ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ N N N N N N N N N N N N N N N
'" '" M M M M M M M M M M M M M M M M M M N N N N N N N N N N N N N N N N N N
~ v v v v v v v v v v :;1;;1;: v v v v v v ;:l; v v v v v v v v ;:l; ;:l; ;:l; ;:l; v v v v v v v
" € ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro
c
..
0 0 0 0 0 0 0 0 oto- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 , 'I
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
:;; 0; 0; <D :li <D 0; :g 0; 0; 0; 0; .. .. .. <D <D <D 0; 0; ro :li <D <D 0; 0; 0; 0; 0; <D .. .. .. ~ ~ ill 0; o:i a:;i
i ~ ~ M M ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ M M ~ ~ ~ ~ ~ ~ 0 ~ ~ ~ ~ ;!
i= : ~,
0 i
~._- ----
,
c a. a. a. a. a. a. a. a. a. a. a. a. a.
ro " " " " " " " " " " " " "
0: '" w '" w '" w '" w '" w '" w '" w '" w '" w '" w '" w '" w '" w
ro a. .. ~ a. .. ro a. .. ro a. .. ro a. .. ~ a. .. ~ a. .. ro a. .. ~ a. .. ro a. .. ro a. .. ro a. .. ro a.
M " , " , M " , M " , M " " " , " " M " 'ii " , M " " M " 'ii M " 'ii M "
X ~ " x ro " ,n ro " x ro " x :" ro ,n ~ " ,n ro ro x :" x ro " x :" ro x :" x :" ,n ~
w z w z z w z w z z z w z w z w z w z w z
.
~ ): ): >; ): >; ~ >; ~ >; >;- ): ): ): ): ):
a. >;- >;- ): >; >; >; ):
" " ): ): ): ): ): ): 0 " " >; >; >; ): >;- >;- >;- >;- " " "
~ ~ N N N ,;, ,;, ,;, ~ '" ~ ~ fil fil 0 ~ ~ ~ >;- >;- ,;, " ~ ~ ~ ill ~ 0 0 " ~ ~ ~
N N ~ N N N ~ ~ N N ~ ~ ~
'"
"'
~
OC
M M N N N N N N N N N N N N N N N N N N ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~
~ 0; ~ ~ 0; 0; 0; 0; ~ 0; 0; 0; 0; 0; 0; ~ ~ ~ 11 ~ 0; 0; 11 11 0; 0; 0; 0; 0; 0; 11 11 11 11 0; 0; ~ 0; 0;
c c c c c . . c c c c c c c . . c c c c c c c
" c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c
ro ro ro .1! .1! .1! .1! ro ro ro ro ro ro ro ro .1! .1! ro .1! .1! .1! ro .1! ro ro ro ro ro ro .1! .1! .1! .1! ro ro ro .1! ro ro
. ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~
'" " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " "
c C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C
~~ '. '. '. '. '. '. '. '. '. '. . '. '. . '. . '. '. '. '. '. '. '. '. . '. '. '. '. '. '. '. '. '. '. '. '.
" " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " "
~
"
ro
.
'"
~
"
"
.
'"
ro
c
"i!!
o
.
>
OC
~
U
W
I
Elevation (ft)
CD
'"
",'"
o
CD
'l
CD
'"
'"
CD
'"
'"
CD
'"
""
CD
'"
CD
CD
'"
<0
CD
'"
o
(f)
"
3
"
~
5'
"
S<'
<'
~ '"
0 0
OJ
S'
"
'"
'"
0
;0 ~
0 (f)
... "
""
."
-n "
[ "
N m
"
0 < z
!!\ "
0' EO
~ ;il
'"
(f) !!\ ~
or '" ~
~, ...
0 ...
~ 0 ~
:a (f)
" 0
3 0
" '"
~
5' ~
"
0 S< m
0 x
... r '"
0 OJ
~ ;0
()
r ."
'"
~ ~
m ~
"
-< '"
CD "
'" 0
"" 0
'" '"
'"
'" ~
0 ~
OJ
()
."
~ m
~
'"
"
0
0
'"
...
0
~ . ~ . !li~ j" ~ . I ~ . ~i~ . Ifill
Slg w . ~ ~ w . ~ ~I~I~ ~ w ~ !li~ w ~ w ~ . . . . .
" " w . ~ w ~i~ ~ ~ ~ ~ -I? ? w w w w w
~o " " " . . ~ . ~ ~ ~I~ ~ ? ? " . <' ~
~.. ~ " ~ ,', ~ ~i~l~ ~ ~ ~ ~ ~:-< ~
~ ~ ~.,;, ~ ~ ~.~ ~ -<,~ ~ ~ ~ ~
~ ~ ~ m ~ ~ z ~ ~.. -:-. ~ ~ ~ m ~ ~4 ' ~ ~
CirZ ~ 0; z .. Z Z!CiIZ z 0; ~rz " 0; o,~ ~ 0; 0;
~I~ ~ ~ . ~ ~ ~ ~!~ . ~ ~ '. ~ ~ OJ'~ ~ n 0; 0; OJ OJ i
~ . ~ ~ ~ . ~ ~I~ ~ !i~l! ~ . . ~ ~!~ ~ . ~ gl . ~ ~ ~ n n
~ ~ ~ ~ ~ m ml~ . ~
~
Elevation (ft)
co co co co
co co '" ~ 8l
'" &: 8 '"
0, '"
0
r----
en
"
3
"
"
3'
"
!;'
""
j.. '"
0
0 OJ
S"
"
~ <0
'"
0
;0 ~
en
"
~
w
"
-n or
[ ~
" m ~
0 " -
< z
" "
'" c:
0
" ~
"'
en ~
lU '" ~
"'" -... 0
0 co N
" '" ~
a ,..-"'- en
" 0
3 0
" '"
"
C I I 3' ~
I 0 "
0 ... ~ m
I x
~ . :;: w
I S" Ol
0. ;0
0 ()
~ "
'-:;:
~ -
0
m N
" " '"
l' < N
1~ 0
0
'"
'"
0 ,!,!
~
'"
()
"
m
~
~
'"
N
0
0
'"
...
0 ~
" " " " " "
0 0 " " '" " " '" " " '" '"
0 a 0 " a 0 0 0 " '" " 0 " " '" '" '" ~ '" '" ~ ~ '"
a ~ a '" ~ a a a '" ~ '" a '" '" ~ '" <5 '" ~ ~ g 8
~ ::: ~ ~ ::: ~ ~ ~ ~ ::: ~ ~ ~ ::: ~ <5 ::: g 8 ::: ~ ..
'" " ::: -'< ? ::: ~ 0 ~ ::: ::: ::: ::: .3
. ::: ::: ::: ::: ::: ::: ::: ::: :::
~.~ a m m ~,~ m m m m m m .
0 x x x 0; x x x 0; x x ,
'" " a ~ ill z z w Z ~ Z Z w ~ Z Z w Z ~ ill z z ill ~ w ill 0; 0-
il . . "l . . . "l . . "l . . . "l
0 '" '" '" 0 '" '" 0 '" '" 0 '" 0 '" '" 0 0 0
"U " '!. '!. " ;[ "U ;[ '!. " "U ;[ '!. "U " '!. "U " '!. ;[ " "U "U " " "U
m 0 0 m 0 m m 0 m 0 0 m m 0 0 m
"U "U "U "U "U "U "U "U
;:
"
S"
o
"
"
~
~
!!.
o
;;;"
Ii1
~
g
a
~
o
o
o
o
'"
o
o
'"
o
o
...
o
o
'"
o
o 13
Elevation (It)
~
'"
co
'"
o
co
'"
'"
co
'"
o
co
'"
'"
(J)
Ql
3
"Ql
~5
"U Ql
a 0
~~
ib <"
~ CD
;IJo
en~
D 7" Q)
@ r S"
S' 0 m
" ~ (()
~ ~ CD
Cl ~ 0
~ ~ ~
;;: ~
5" <
() 8: ""[]
::T ...... OJ
~ ~::J
m.. ~ z
c.Ql
;IJC
en~
Q!.
"'0
:; 0
S" ::J
c.c.
o ;:::0:
~ ci"
~~
m
<>~
~ 0
CON
"im
mi\)
"'0
o
'"
'"
0
0
Qt 0 :; 0 0 :;tQ ~t g :;tQ ;t it ,...
a " en " " en - en - ..
'{' '" ? ? '" - lC
" '" '" '{' ..
~ ~ ~ 0 -< '{' '{' g ~
c. ~ ~ ~ ~ ~ ~ :$ ~ Co
2
3
4
5
6
7
8
9
10
11
12
14
" ""
;::
'"
S.
()
or
'"
~
~
~
o
in.
IU
~
@
3
~
o
o
o
o
'"
o
o
w
o
o
"'"
o
o
'"
o
o 13
Elevation (ft)
~
'"
CD
'"
o
CD
'"
'"
CD
CD
o
CD
CD
'"
CJl
ro
.,,3
[~
"Uro
~O
co ~
!J? <"
",'"
mO
o ~ cu
~. b 5'
'" ~ c2l
<g .., CD
o ~ 9
~ ~ 0-
;:: m::T
'" co
5" ~
9 ~"U
Q) ~ Q)
~ W::J
!!. ~
Co
'"
m
m
x
~
5.
wco
:;:w
-. '"
5. .
~ :IJ
mO
="U
m
co
~ 0
CDM
~'"
C:nr\)
....0
o
'"
2l
0
Qt Q :;: () () :;:~Q ;t () :;:tQ ;t ;1 ,...
m ~ ~ m - ~ m - ..
o - ~ 'f' '" g '" - '"
c '" '" 'f' 0 'f' 0 ..
~ , ~ -< 'f' "
Co ~ ~ ~ ~ -< '? Co
~ ~ ~ ~
2
3
4
5
6
7
B
9
10
10.5
12
14
~
o
o
2
14
Elevation (ft)
~
'"
'"
'"
o
'"
'"
'"
'"
'"
o
'"
'"
'"
dVI~ JIIldVlI"OdO.L 31"NVlIGVnb s"sn
AHdVlI"O.LOHd WIH3V 2002
Ipl!O alleupuo 4FoN aApo e41ueUles
[::;l~555. \((~.:) X'V~ tOOl> v,':ilf16nflna <IA... VINY ~:~~';;;; ~
"
,
,
z
~1""otlo&'\(J
8
N
:..104 pan..,
:"n'~ l',aqs :uondu:>UQ P"~O.Jd
'J'd 'SlIOA3Alli1S ~
"8 S1I33NIDN3 MIl U4.LI
o
,
i'
.
:.lahlnJII:l"..rO.ld
Ij
...-
-
"
~~
"
~
r
.
t:~
..r
..
,
~
@
--
r
.
- -
.
".-..~'"\
~L~8
r~iIII ~~
I 5
.......
.
(
.'
.-
-,....
._ ,r
.k-
..'
-"
.J. .'
~r
-,'
"
o
-.
...-
~
. -~
~.
/
T
-
.J-
~
.;
,j~
~
~
...I .
....-.f' .
'....-
.-'
/
,I
J
~
-
J'r
..#r
'It
, --
t
--
.,.-
....r
-~
....-
jr
r
,
.f
.liIn
r
.-
-
, .)
, .
-, -_..J~ I
I
I
..~,.
4'1"
..",
.'
....-
i'
.
..
...
'-
....
~
..
L .,?'" - .-
.T.... ..-
~
J ~..- ,'"
p,-... ~ oIf'..... ",.
01' ~
.. ..
I---:-~ Ili! -~
~." ...- .,.-
,J-iW.( ....-
> I r .-.--'
,~ ..J I V-.....
.., =>!"
jj: ..w- '_~ __,"__
'. ,. (L , '.-
) U I.f! .
.-,' C-" c:.. ---'--....r'
.!
6'
,_.'
..
(
...... '\
II.. 1 ,.
'!'I...l j'
,
.,"
~
-
.
-
...-
P :105\006\006-07\05006-0
\o5006-07,dwg, 22><34, 101271200510:35:14 AM
"''\,
.
"J
OVl
;0"
-'"
r;i"
z
~
I
"
-I'
~.
%
'<,
\
,
,
~,
''1>
-"O;>;lW"-J
5g[;lf;t
~Vl5"'o
rT1~~:IOiZ
MOfT'l~~'<
):::lC~~ '\
:::I~Bz:t "1-
~~'ilr"1>
g;~ ~~
:-I~ rii
'z
u,
00
00
,
~
'"
\
'~
,
e
@
G
9
\,
'.
0)
I
j
G
@
~ Pro'Il!Clt D."cri -. Sheet TiUe:
. .. 11m IIW ENGINEERS & Samantha Drive North Drainage Ditch
i ~ SURVEYORS, P.C.
, I Location Plan
. --- ,......-,. Hydraulic Cross Section
"
o_____..u.... ......- -.-..-..- ..
IlI,ued For:
,
..
,
'"
00
,
o
,
..
,
'"
,
~
..
,
'.,
,
'~
~
o
e
~
..
,
'e.
,
..
~?
r..
'"
@
@
@
@
@
8
8
0)
o
"
>
.
z
o
<
>
<~
z Z
~ ;il
~
~0
~
z
"
~
o
c
c
~
o
o
~
~~ ,
~ ~
~
.
o
Pro' ect MIUU Ill"