HomeMy WebLinkAboutDrainage_and_Flooding_Final_Report-dated_06-16-2008klotz��lf associates
1 160 Dairy Ashford, Suite 500
Houston, Texas 77079
T 281 .589-72' 7 F 281 589.7309
Jane 16, 2008 houston.officeC3k1otz.com
Mr. Ron Bottoms
City Manager
City of La Forte
604 W. Fairmont Parkway
LaPorte, Texas 77571
City of La Porte, Texas
City -Wide Drainage Study
Creekniont Park Drainage and Overflow Path Short Tenn Project 2
Klotz Associates Project No. 0127.008.000
Klotz Associates was authorizedto proceed with the analysis of r
and overflow path f!I" Short Tenn Project Associates,
!recommendations.r • cost estimates
I. Purpose
northernThe purpose of this project is to mitigate flood problems occurring through
of !nt Subdivision Section 2 during a high frequency
storm event by ! + an extreme event conveyance s • rtp
The study area is the Creckniont Park in the Creekmont• /
located east of Underwood Road and north of Spencer Highway. (see Exhibit 1).
The Creekii-tont Park and Creckmont!• ! also of s
pipeline easement and west of Big Island Slough (see Exhibit 2). Creekmont Park
is elevated in comparison !nt Subdivision Sectionphotos
Appendix t and is a restriction to the sheet flow from the northern part o
Creekmont Subdivision Section
III�117WWIramI
The rcollected were the plans and profiles of drainage area
map of North H Street, the hydraulic model for Big Island Slough (13106-00-00),
and LiDAR based contours, The information was used to develop different
alternatives to size the appropriate stonn sewer pipe system to provide extreme
Mr. Ron Bottoms
Tune 16, 2008
Page 2 of 6
klotz associates
event conveyance path for Creekmont Subdivision Section 2. It should be noted
that survey will be needed for the detailed design of the selected alternative.
The Creekmont Subdivision Section 2 has experienced several complaints of
flooding and ponding water due to the limitation of extreme event conveyance
paths to relieve the flows out to Big Island Slough. Using LiDAR-based contours
(see Exhibit 2), the area known as Creekmont Subdivision Section 2 naturally
drains to Big Island Slough but Creekmont Park currently restricts the overflow
path. Creekmont Subdivision Section 2 has its own storm sewer drainage system
that can handle a 3 year storm event but does not have an extreme event
conveyance path for the large storm events. The storm events analysed for impact
are the 5-, 10-, 25-, 50 -, 100-year stones since these frequencies generate sheet
flow.
The areas labeled "Additional Drainage Axeas" in Exhibit 3 are the areas of
concern that this report addresses. Reconstruction of the park could consist of
removing soil, regarding the park area and rebuilding the parr, adding an overland
flow path that would require significant improvements for it to function properly.
This idea was not discussed considering the park is in place, would be
significantly expensive and the park is already being used by the community.
Creekmont Subdivision Section 2 storm sewer system connects into a 42-inch
pipe that is part of Creekinont Subdivision Section 1 (see Exhibit 4).
The drainage limitations have been addressed by the different alternatives that are
briefly described below. The profiles for the existing conditions and alternatives
are it Appendix B Hydraflow Storm Sewer Output. Adding flow to the current
existing state may have to be mitigated and the effect will be analyzed with HEC-
RAS. A conceptual estimate of the pipes sizes and costs for each option can be
found in Tables 3 to 5 and the detail cost estimated are in Table 6 to 8. 'These cost
estimates are based on using a contractor to construct the improvements and the
cost could be cheaper if part or the entire selected alternative were built by city
force and if High Density Polyethylene (HDPE) Pipe were used instead of
concrete pipe. HDPE pipe are only built up to a 60-inch and greater size pipes
would have to be concrete pipe.
i. Alternative I
Alternative 1 consist of placing inlets at the entrance of the park to collect
the sheet flow from a larger storm event and directing the flow with stonn
sewer pipes that will connect to the storm sewer system in North H Street
(see Exhibit 5) Alternative 1 is a separate system that will affect the
li
June 16, 2008
P,age 3 of 6
klutz 1,'11 associates
performance of North H Street system. Table I shows the comparison of
Hydraulic Grade Line (HGL) difference from the existing and proposed
Alternative 1. There will be adverse affect along North H Street. Table I
shows LiDAR elevations and Hydraulic Grade Line elevations. Table I
shows that at a 10 year storm event, the system will be filled to capacity
and ponding will occur. Table 4 shows the pipe sizes and cost estimates
for the 5-, 10-, 25-, 50-, 100-year storms that will lower the Hydraulic
Grade Line the most without upsizing any part of North H Street.
Alternative 1, while helpful, will be able to convey the sheet flow from a 5
year storm event. This alternative does not meet our goal and is therefore
not recommended.
MMMMIFV37��
Alternative 2 requires placing inlets at the entrance of the park to collect
the sheet flow from a larger storm event and directing the flow with storm
sewer pipes to the storm sewer system in North H Street and placing a new
parallel system on the north side of the street to handle the additional flow
(see Exhibit 6). This alternative will add flow to the existing storm sewer
system in North H Street and affect the current system in place. However,
a parallel system is sized to have no adverse effect. The systems will be
connected to North H Street with modifications downstream of the
connection to accommodate the additional flow. A parallel system in
combination with the existing system will be adequate to accommodate
the additional flow. Alternative 2 will have inlets and manholes at the
entrance of the park and in the park that will drain into a storm sewer pipe
system and connect to North H Street. The existing Hydraulic Grade Line
is above the Critical Elevation for the larger storm events (see Table 2). A
Hydraulic, Grade Line comparison is shown in Table 2. Calculations were
done to estimate the needed capacity of North H Street system that would
handle the additional flows. Alternative 2 was designed to not have any
adverse effects and have the saint or lower Hydraulic Grade Line along
North H Street as the existing system that is in place now. Table 4 shows
the pipe sizes and cost estimates required for the 5-,. 10-, 25-, 50-, 100-
year storms. The existing system drains both North H Street and
Underwood Street and it was not designed to handle the 100 year storm
event. Alternative 2 will handle Creekniont Subdivision Section 2 flow for
the 100-year event and also have positive benefits for both North H Street
and Underwood Street. Alternative 2 will require HCFCD review and
approval since new outfall would be required. Right -of -Way (ROW) or
easement will be needed for this alternative and the costs for the easement
or ROW is not included in the cost estimate. There are several properties
that could provide a reasonable route to North H Street.
Mr. Ron Bottonm
June 16, 2008
Page 4 of 6
k I o t z a s s o c i a t e s
Alternative 3 includes the placing of inlets at the entrance of the park to
collect the sheet flow from a larger storm event of Creekmont Subdivision
Section 2 and directing the flow with. storm sewer pipes to Big Island
Sough within a 10 foot easement that the City owns (see Exhibit 7).
Alternative 3 is a completely separate system that will convey only the
"Additional Drainage" Areas of 48.6 acres to Big Island Slough shown in
Exhibit 3. This system will go across the pipeline corridor that is to the
east of Creekrnont Park. A survey needs to be conducted before this
alternative can be finalized. It is assumed that the pipeline easement will
not interfere with the Alternative 3 storm sewer system, but if it does, a
siphon may be required to cross the pipeline corridor. This alternative will
not connect to North H Street or be in the 1R.ight=of=Way of North H Street
and will have its own outlet at Big Island Slough. Table 5 show the pipe
sues and cost estimated for the 5-, 10-, 25-, 50-, 100-year storms.
Alternative 3 will require HCFCD review and approval since new outfall
would be required. Same additional Right -of -Way and/or construction
easement may be required for this alternative and the costs for these are
not included in the cost estimate.
+'fir � �� f � �- f• r �: a
The initial assessment of the data shows that any of the alternatives will collect
the sheet flow from a larger storm event from the Creekmont Subdivision Section
2 at the location of the Creekiriont Park entrance. The alternatives show possible
ways to convey this flow to provide some relief Creekinont Subdivision Section
2. Alternative 1 consists of 910 feet of pipe that will connect to the existing storm
sewer on North H Street. The total cost estimate for alternative I will range from
$344,000 to $428,000 depending on what storm event is chosen (refer to Table 6
for details). Alternative 2 consists of 1,885 feet of pipe that will connect to North
H Street and run parallel on North H Street. The total cost estimate for alternative
2 will range from $725,000 to $1,294,000 depending on what storm event is
chosen (refer to Table 7 for details). Alternative 3 consists of 1,322 feet of pipe
that will outfall into Big Island Slough. The total cost estimate for alternative 3
ranges from $474,000 to $571,000 depending on what storm event is chosen
(refer to Table 8 for details).
Mr. Ron BottonZ
June 16, 2008
Page 5; of 6
1
'Y'l Conclusion
k I o t z a s s o c i a t e s
The costs for the various alternatives are listed in Tables 6 through 8. We
recommend that the City first work with the identified property owners to
detennine if an economical sheet flow path with any needed easements could be
acceptable to all. Each alternative presented requires that the City coordinate with
property owners in determining an appropriate alternative to be considered in
Phase 2 Detail Design. Mitigation may be needed during the design phase with
HCFCD depending on the selected alternative. Using HEC-RAS, Big Island
Slough water surface elevation will raise about 0.05 feet upstream of Big Island
Slough because of the additional flow that is directed during a 100 year storm
event (See Appendix Q.
We are available to discuss the report with you at your convenience should you have any
questions regarding our findings. We look forward to moving into the nest phase of this
study.
Sincerely,
j4jOr'r,eE. Gutierrez
For:
Gary L. Strazick, P.E., CFM
Vice President
MR
E I M1.
CC: Mr. Steve Gillett, City of La Porte
Mr. John Joerns, City of La Porte
Mr. Rodney Slaton.. City of La Porte
k I o t z 4 I I a s s o c i a t e s
""WIRWIM
Tables I
Alternative I AGL Comparison
Tables 2
Alternative 2 HGL Comparison
Tables 3
Pipe Sizes for Alternative I
Tables 4
Pipe Sizes for Alternative 2
Tables 5
Pipe Sizes for Alternative 3
Tables 6
Cost Estimates for Alternative I
'Fables 7
Cost Estimates for Alternative 2
Tables 8
Cost Estimates for Alternative 3
lxfffffl��
Exhibit I
Vicinity Map
Exhibit 2
Aerial Map
Exhibit 3
Drainage Area Map
Exhibit 4
Creekniont Subdivision Section 2
Exhibit 5
Alternative I
Exhibit 6
Altemative 2
Exhibit 7
Alternative 3
ZZENUTI=
Appendix A Representative Photographs
Appendix B Hydraflow Storm Sewer Output
Existing North H Street
Alternative I
Alternative 2
Alternative 3
Appendix C HEC- RAS Output
d
a L
_.- ---
T
V
o
p��•, 00 � W p
j
r
,PA
co
rn
je N N m
l0
d
�
N
Q+
O
r�
W'7
u)
O 9 W
ll
yet
O 66 rr'. W
N N
L)
a
WI
N N
rm
>
w
-®
a z~
N N N N
U
3
W
O N N
:i
fl.
F
14
u
O Obi n c7i
A
N N N
m
«.
(si I
� titi� qr
o O p V p
j 7
C�
y&
� e
�
O
N N
� O
p G�
O O
13 )
2
L N
d O
e`
m
Q
—_ f
_
lq:3
N
p
R
C
ry
iV
P� t
N t�
N
�
�
C
D
Y
V
by
CF
N rn
F
v
W
p v
N
N
U
v
C7
- ------ - - - - - ------
F,
a
re
W
d
C.
p
a
� i
x � G
e
L IZ v,.v o
.,
O
o b� -otLu
�-A
A
o.
a .fin �
ca o
'
a.-
as
p
Y s
A-_ a)
m
d 0
IL
O
LL
0
clz
o
w
0
r-
0
E
0
0
U
c o
Y ti
a) N
f�6 0
U
O O
U) Z
U)
Q U
0 O
Y d
a
O
E
v
^D
W
L
U
Sri
I.
a O
a
�
O
IL
r
° sA ''.5�3 rs3 ff3 b4
U
>
0
o
C
N
N
00
(U
.X
L
W
r'
o
L N
N
L
U
C. N oO -T F "D N
u1
y
N 00 V ,O
t vl
°
c . o cv 00
_ rm r v Tt
'rs»
MAD �o N ,00 00
Tr ',. "'T !!r .
Qr
rl
N N N N' N
O
4
L-7
U OD
15
O
C3 CD
a
N,O
.0
O
N
O O
Y IL
L ID
eq
Q
O
Q
O
O Q
0 0
a a a
(�
O
0
0
O
0 0
00
d O d
aO
cy
00
r.j
'n
�p
v-i v'i
vz
M M
-
q* 0o N4
p J
A ti U
IL o
et a
69
69
slq
�a',�
fi
L
bs f^
a3 s�
v3
ca -
V
VQ'.._
O N
Vl l!1
1p
�, OHO
c o'er
rn
a
C
o
0
0
0 CD
CD o
o a o
0
0
0
0 0
0 0
0 0 0
e A0
U'
alz�
e
oo
a C
o0o
ca
%n
era
v'i Er i
t+i m
Oi �i
C
69
ER
'G'.
64
63
64
v9
69
69
69
69 69 64 69
EF1
65 f.6 fifi
Y
oc
fn N
in �n
�pcu
00
fn
a+
h
n
N
If ot
3
O
a
y
C
0
0
CD
CD
O C
O O d
0
00
o
Cl
�o
000
e �0
U
o
0
0
0
0
o
C o
000
{j
oo
W�
^.
W
O
M
i F
69
64
69
64
GF3
SR
64
69
64
64
'.. 69 fag
64 TI9
6A
V� bH Sri
et
o.
m
--
00 00
N
a
y
0
0
O.
C
O
C
O O
C O O
0
0
O
O
C
C
C O
d a Q
�0
U,o
0
o
q
o
o
o a
dod
vi O M
N
00
CK1
kn
N
>vl
rre m
.� .�
nn
00 {r ko
A0
.N-�
N en
E6
E .,b9
64
69
69
i69
b9
69
E/3 fs9 64 EH
69
eq
141,
L 3
d
z
O
O
C
C
O
O
0 0
d d d
-p c
o
0
00
0
0
0 o
o00
_ ter,}
o
o
co
o
a,za�
s
aoo
M
kn
'.. Oy
v1 '..
kna
e+i a-�s
vy C1 Q
•v' O
00
m
N M
+�,+
'''.,Fa
A F•.
6 F
615
ER
69
fir
64
64
64
69
'',. 64 &9
64 E.s
6q
',.. V4 H3 69
s.
d
r
m
a
d
d
o
o
C
o
0
0
0
0
:0
0
0 o<--
0
Zj
oqo
c
o
oa
a o
0
N
C
: N
00
ON O
C 'O
O
--�
N
N
N
N
kn Ib
n
a.
•=
N
N ',N
EA
69 64
E64
69
Era'... 69
69
64 69
69 69
?
c!.
o
•�
r
a
O
ca
++ C4
a ++
N
¢
60
C
•
O
Q,
Q,
R.
CZ.
FLL
P. �i
U
R baA y
U
U
U
U
U
U
a
c4
c4
c4
c4
9
24
04
�Ni
M
M.
'r
O O
o
`n Z
¢
L+
r.
-
N
rn
�
'n
'O
n
00
T
d
N
c+i
+rl
U
N a1
Q
O
O
O N
Q �
p
F COF1 Z W
La
F
rr
6 0. Q
pAvlw
U3UF.,
N p
O�
E-�
4}
h' bC':O C
O O O O'O O O.0
O
G Oca
0 0
O 0 0 0 0 d d d
C
C O'.
O
�-
C O d.
O O o O O O o
M
O
C O
[1
o c,n`.'
mrrn-�v;�•
°Foy
cn
oLL
.a
oMc
sir,
A
: C
d
�..� 64 6Fr 64 b4 64..... 69
64 6f3;6A 6A 6R 6A VAGA 6A bA 65
4n
69 rA
�
q
r r
kn t!'�
U
O 00 GQ ItN
47
Off.
N m tiO C
O
�O
�
�
C
m
O OD
OI O 0 0 0 O
F
O
O Q
m
a
�Uooc-
aoO oco D
o
oa
m
A
c
6'} 64' 64 6H 64 fP '6R
69 6R3 b4 64 69 64 '69 69 6F? 69 ffi
69
69 6A
R
Y
y
� M m O
O O 'n N 'n D
m
d
N'1.
,.,. N M
O
a
E
4 Q O
O d
O C
�
0 0 O.O
�a'
0
0 0
�
U000 o
o r doom
o
00
�j
kn
A
00
� uoA un b4 6A 6A 6y 61i
69 65 69 65 EA .s �,q 69 64 65 65
6K3
vi 501
I V
DD
Gl. N": sn
7
m O O O d d
O O O O C
O
O O
p 0 0 O. O C
C 0 0 Oi0
Q
O Q
J 00 n. N O
0 co 00
C>
A
o
y.
� 64 69 69 64 69 6A 19
64 •b9. 6R 69 b9 69 b9 Fn 69 6r3 69
u9
ssi F/i
N
�
i -_
O
C
�
a
�
a
0 ,CD ICD
0.._ d d O d
Q
o O
d ' d d
4 d 08
O O C C. C
0
0 0
c
c V o 0 0 0 0 0
0 0 0 o a
o
o Q
p � vi �
n m M
N o et
rn
=
N
69 6F3 1A V, 69 ' 6469 64 69 bo bs 64 6A '...64 64 -64 64
6R
VI rs3
C:
'< m..�n CD CD O
N .--i
�
3
a
d d d d 0 0 0
0 O'C O;a CD C CD O O Cl
v h v1 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 C '..
• V v� ... ^ cr �p N �o
r oo vi r+� vi C� d b o a : O
0. 4 N M d• n O
N; 00 OI ^ n oo J O O '. O
^
N N ', M ct v'i � !4_ W) 1p s t-
C."
64 60S 69 y} &q b4:. S.6
''64 '69 5R
64 69 6R 69 6A 69 65 64
wwwwwww¢:¢F¢rz
c
-
o y
•u''.
N
N
O
y w
,r. t U.
w
u v
U 00
0.
n4 L.4 CV- C4 - P�
24 GC P4 04 '�GaLi
C v
. O �D Fq roc
7 O `�D N ac d• O ". - ", ' To-.
O
m O
O O
o
y Z
r-
oo a, ''.. O N M I 'ct . !2 �D n oo
rd aUi
+:
o 0
Y IL
00
.c w
R O O O
CD
O O O 4 4:
O d d
m
C7 C7 4
O
O O O 0 0
O 0 0
O
O,41
�
'...
O
YC
m 69 'A 69 6A i 9 64
69 sA 69 59 iA 6A .69
'A VI wq
�
y
�+ It N� O.
N N �D �p
cd .
U
`rl
�
Obi
N
e}' b
O L' CIA N
� R
IM
O
O Q
G O O
N
CD
p,000
0
0 0 oao
doo
7 vj� vl�
V'1
�O Vl V1 \O•:
�1S \p
,�
D IN
O�
00
CO
6Fi 69 ' 69
6 F
69
69 fA
69 v4 t}p b9 &9 6f} sg 6R
f-S EA f 3
R
---.
-
�
L
A CQ,
cn
c CylN N �c `D N
�.
O
A N N
a
0 C7 q
O
O C) b 0
d O C
O
C-, C U O.It
O
O O O
C)
v p R N
POO
A °
" kn
L. � 6'3..64 6A ' 64
6R '.6A
ig
6A 6A b4 04 •69 :+':`.
V3 6R 69
rq
Cl
b b a
o
b
o 0 o
d d d
p O d 0
0
b
4 Q 0
O O O
kn Vl
'': 00
Cl
V In 10
F N
6A 69 64
69
69 64 69 6A' 6A b9 6 EP A 6S 1.011,
b9 64 b9
fh
R
cytl
O N N
a�.
Q
0 0
O
O
b 0 0
0 0 0
°
0 0
O o
C C0 µ`
U
I--
O
O
O
3 'rd 'n
of
--
v,
6s
6R
69 69
69 6H iA 69 69 .69 69 69
69 60) 16
R µ", N N O..
M
Qt
O r-4 N
O
O
00o
b
o 0
0 0000'00 0
4 r. r) 0
0
O O
Q O 4 4 0C� 1=7 C7 '.
06 O, O O O O
tom.'. kn1In
EA
64
69
69
104
6A 69 69 6A CO) 69 CA 6R
•��ww
�.
w�
w w w�CQ�
a
c
o
0
L Q 4.
, y J
en F
67 CCJJ rY
C7
[.j OD
Cf)
G.
o. M.
R. 0. P. C.
A
E L) f
CX
C�4 04
C4 04.. C4 C4
L yr L
Q� N;
0
CO
lirz—
Y CV-
!p'
Representative Photographs
Klotz Associates City -Wide Drainage Study
Project No.- 0127.008.000 City of La Porte
Creekmont Park
Photographs Takers: February 26, 2008
Creekmont Park Parking Lot
Klotz Associates City -Wide Drainage Study
Project No.: 0127.008.000 City of La Porte
Klotz Associates
Photographs Taken: February 26, 2008
Creckmont Park Playground Equipment
Photographs Taken. -February 2 6, 2008
City -Wide Drainage Study
City of La Porte
Creekmont Park
Klotz Associates City -Wide Drainage Study
Project No.: 0127,008.000 City of La Porte
Appendix B
Hydraflow Storm Sewer Output
Klotz ?associates City -Wide Drainage Study
Project No.: 0127.008.000 City of La Porte
.7,
CD CD C) 0 CD
CQ co C� 0
m cq N
00
00
JnO 96'l,l,'j3'AUj r s ; ,
Wild oo'iz� '13
J
8 ZU1
II �, � � � � I��I�
j i ) w
U I qq'� '13 'A U I
Ino OIR- i, 1, '13 'AU I
Dolz 'G WQd
00'sv+ 6z ells
0
Cl 1
u I L-O'l, 1. 'G Au I
jnoZ,V'i,� '1:3 'AUJ
09,9z A Wlb
77
9 :U-1 - 00,9v+9 4els .... . . .... t i
"'g C'l
Ul qZ'i, '13 'AUJ
InC) 6Z' i, i, h
()()'9z '13 WN
9 U-1 oo,gt7+ i, L '21S
cl
T, ol
Ul L i,'i, L '1�1 'AUJ
Irlo '13 'AUJ
7
00,9Z 'ID WN
L
17 :u 1 00'9Z+o 4 BIS CD
CD
Ul ZO' i, 'j-3 'AUJ
Ino Zq'o 1, *13 'AUJ
9Z'tlz '0 W11:1
J -J �71- J1Go
C :U-1 - 00,gt?+9 LIsI Go
Yf
ul C17'0 6 '13 'AUJ
Ino Zg'q 'jg 'AUJ
CD
SZTF '13 wig
Z :U'l - 00,0lr7+c els
Ul 09'L 'tEj 'AUJ
CD
Ino 09'L '13 *AUI
00'91� 1-� wili
-00'
:u +
(D
o
c C14
ul 091 '13 'AUJ
09'17Z 'G 'PUJO j
llegno - 00,00+0 ejS
0
(0 co CD CN
5
(D
w
N
4"F
O
Y
C
O
y
C
v
N
E
0
3
d
IF
2
L.
E
0
la
i
0
LO
.(nC
X
W
I
I
0
Z
gi
w=
a
CL
7
0 0 o cam; 0 o 0
co co os a., o
rt Cl) N
o
I � o
Ino9o"'LL'13 AU1
;T
8 :u j 09 ,9£+9Z e3S
1 !
} 4�
f Y J
U122'44'13'AU 1
s cs
In{70d11 `13'nul ....,. 6
00'LZ 'e wilt]+� r � i a _ i 1 i N
L :ul - 00'917+2 e3S }
4, 4
s
U! 1-17' L L 13 'Au1 }
InoZt,'LL 13'AU1 l I
}
099Z '13 W!2i 1 I 1 g
9 :uj OO'S17+9 L e3S
UI Z'LL'13'AUl
.. �. o
00'9Z 13 Wild�I i ? tr
i
9 :U� - 00'9�+ 4 4 el5 f € ? ; `
o
r UI Ll' L L '13 'nUi94
Ino L l' L L '13 'nUl
00 9Z 0 w!�j
b :U� - 40'9Z+0 L elS
r a
n � �
UIZO'LL'ID 'AUI i
;no Z9 o f 13 Aul
9ZtiZ13wl'd
2 C,
£:U3-009i,+9eiS��' i oa
$�Ri 4
UIE#xOL 13 nut I�§ ln0 Z9'8 '13 'nul o
91'EZ '13 wl�J G- x1
777
Z :U- 00,9v+£ e3S
}np09'L'13U1 ;t
00,9Z -13 WN
l :Ul - 00'OL+O e}5 I
U1 091 '13 'AUi } ! fi
If
09`trZ '13 'p J � (r � � 4 -A'Li
Ile�lnO 0000+0 e1S
I I 1
0
o a o a � �?
Lo r� eo os ® r
LEA
LU
3
Ui
E
0
us
0
---------------_....n.,.....,.,�.......�.,....�,,....,
[3 I
M1 rc
...
,.,�....� ., ,.,.,, _ ... ,,,e,.,.. ,....,,.,.,........,,�
..................ra»,. .�......�...,..,.......,.. _.�,..,,
..».,�,.j
L
p
j
6
®
O 0
0
O
�
2
N
_Nc
;
I
o (
�O
I
0
_ Z
W
r
N
v]
u'S Lfl
n
(
C7 Cco
r
o cG
C 7
N
N
N
N
N
N N
m
w....
(
I
L
0_ w^
V)
m
r
-
�
Cl)
Co
Co
r ED
rn rl-
O
O
O
O
O
O O
O
_
x
Q1
r
x
x
CO
#
O
M
fD
wCl) t
V r
i
(D
C j
V1
CD
N
N
N
N
N
N N
Cl)
C
J
8 O
w
N
x
�
x
�
x
h
x
N
+ wO
00 (D
wN
_
N
N
N
N
N
N N
N
Z
........
0 O. ^ !
L O;
O
Lo
Co,M
o
a
C)
o
N [O
Cl) CO
r
o
p
(
Oo
Cl?
O
O
O
O
O
O
O
I
a_
Q1 + (
O
N
L'l
_
N
ap
07
duh
ap
r
(p O ,,,,
M
IV
n
CD n
W
G.
L 11J
o
V:
N v
r
ao
n
n
r
r
r
GG
,-. „ ,
= m"
.�.,.
O
O
a
O
.,,........,�,w,..,n......_,.._,....
o
O
O
O
o
O
.---
0 Cl
O O.
-------- --------._
C)
T j
J� v
O
Q
tiC1
O
-
O
O
-
O O
r
61
L _
ol
o
C'
A\ L N C.
O
c,X)
(0U
�
1�
h
h
h
p
Y/ 9 _j '._. j
to
' jrn
r7
co
rn
Cl
co 10
C�
_
u
n
n
v
N
v
N
v co
N
Cl)
....._. --L—..
E
__.._.
.—.....
..,._
.,.:.....��...,,.,�n.,..a..,,.,.m..�......w
N
b
C
I N
O
J
W
CL
C
=
N
O n_......_ E._w
..
.....___...._...._.
.._....._
.......
.. a................w........en.,...,,.....,,...,..w,..,,......n............
........,....., ,®..,..
LU
C p
Z
Z
J Z
L.._......,.
n.w...�.n
N
Cl)
V'
UT
..,»,..e.�„m
cp n
..w..,..�.. m-=-_
. �.vvvwm.u.�.w�.w�nw..rmmmmm..ummm..
P
�. ,..d...e, ,.... �...........
......
t
311�
om,
4-
0
CO
E
0
ry
O
c
c
m
W
3
m
cn
O
O_
?r
1ii
4-
0
E
L
O
4a
co
CD CD a o oa o
C_ d c® ar o o
co N ® N o
co
4 9 C7 C7
in496'LL'13'AUI
OO LZ '13 WN HWI
CD
9 :u-1 - 09'9c+9Z eiS 1 1 o
co
£ � N
a
(( R
u199'LL13'Aul
£ £
in009,tL'13'Au1 s.
„� ... o
r
04LZ13Wl�>���'��£�£' N
L :ul - 00 9V+ LZ ei.S
r£ �L
F £ ; N
JIM
6 it-1
rid
uILV'IL i3 Aul
in0 ZV• L L 13 'Aul
09'9Z '13 wf� f
9 •u i - 00 9V+9 L eiS i,
u19Z,!} '13 'Au1 »1 , O
in0 LZ'LL'13 'AU 1 - q , �.m;(_.. d a, _. v
9 ul- 00,9V+LL e35Mill
r c
o
u 1 L V L L' 13 'A u 1
inO L V L L '13 'Au1
N
00 9Z_ 13 wQJ _4
V :ul 00 9Z+0 L eiS 1 £ §
O
CD
uIZO'4L '13 `nub
in0 Z9'0 4 '13 'Au1
9Z VZ 13 wl2J
£ :ul 00'SV+g eig o
uIfiV•OL 13 Au1 ` c
in0 Z9,8 1� AuJ
_
9L'£Z '13 u�t� g .� h s 1., rkcoo
Z :uI - 00'9V+£ EIS £ i
� 7
u1 09'L '13 'Allj
in0 09'L '13 'Au1
00'9Z '13 w!1 ]
1 .
L ul - 00'OL+O eiS t ! €
o
CN
ul 091 '13 'Aul
09-VZ '13 _PUJCJ
IIa eJ3nO-00•04+0 iS
O
o 0 0 0 C0 0
N NT (6 Q N
g n N r r
�JJ
LLJ
I
R,
0
C�
C)
q
CD
0
CD
Irlo Ce'g 6 'ID 'AU I
C3
oo,t13 wl�j
0 :U-1 - 00,09+9 LIs
cs
Lo
Ln
U I 'A U I
Ino CL'E 6 '13 'AU I
oo*vz '13 Will
.
. ....... . .
.. . .....
... ....... .......
....
. .
LO
6 :U-1 -
...
............. ...
.... . .....
- ----- ......
.
- - -----
C3
LO
CD
04
..........i.
CD,
ul LTZ L '13 'AUI
Ino L '1:3 'AUJ
oo-qz -13 wpl_
00,00+0 els
........ . . .... . .
C3
O
O
CD
C?
e
O
?
as
N
A
a,
2
ID
-0
0
(D
j
a
®
O
0
0
0
0
0
®
O
,
m
ns
a
m
m
w
m
m
m
(a
o, ,
O ,
y d
C � D
a
O
0
W
N
m
V
LO
(O
0)
CD(6
N
t6"y
C�V
Om
0)
(O
cri
.....:.
,:
n
m
N
r
N
M
N
m
N
Q
N
d
N
6
N
M
N
M
N
ti
C W $�
r
r
O
CD co
O
O
O
�
C00 :
-
C3
O
o
O
C?
o
o
O
o
6
(.
I
O
2 3$
x
m
t
m
LO
V
t
V
t
-
t
M
t
LO
r
(O
(
y
N
N
N
N
N
N
N
N
N
...-------
O`
(.0
O
N
t
t
N
LO
Om
t
N
t
CO
U'
(D
4
.. ..W
r
M
�.
N
N
N
N
N
N
N
N
d a^
Q'
OC7
to
CDC)
O
Cl)
M
Cl)
CN
co
(6
o
V
0
4
(.
J inO
o
cli
O
0
O
O
o
O
o
O
O
O
O
C)
(..
Na
a i.
o
N
kn
N
'1
000
0)
CO
CO
7 -1 ---
c ud
(0
(n
o
-
-
r
�
r
r,�
co
r
r
r
r
c
> _
r W
O
(O
O
[O
O
(D
(V.
r,�
U)
4
O
O
O
O
O
O
00
1
O
r`
LO
00
�
N
O
O
W
O
to
N
M
m
Lo
((J
v
Lc2
CL
to
m
m
-
y
C
m
(D
u
c
It
m
(p
N
O
o
cc
2 19 V
LL
N
N
®
-0N N
U-7
4m'S
�f'S
�'
r
co
if
(O
r
(V
r
r
r
iT
(n
�n
t
y
I/
L
�
^+
W
0
C i
II
a
W
J
'
c
n
�,
l7
2
Q
o
O
1-+ IS
®
r-
o
z
ni I-i
z
� n
N
m
�Y
LO
(D
co
0
...... _.
---------------- ---
—
IR
.71
4-
0
co
E
0
*a
cn
C� CD C3 0
O O C? Ci Cio C)
co r__
CD
C) 0
co
Ino 96'L 6 12 'AUI
It "
00'LZ'13 wl�d
. . ..... ...
7� C)
CD
U1 qq'! '13 'AUI
CD
1n0og, 'J� AUICi
wl�:J -Lz 00 .1-3
j u 0 0--'s t_+ _4Z e—;s
G� 3,'t fI y�� �t
U1 Lb 4L Ig -AUI
1n0 z17, G6 ]E] 'AUI
09 _9Z '13 WIH
9 :U1 - 00' V+9 els J '4
t,l ILcogs
-q 'AUI U I C) -a
po eZ, 6 i IA 'AUI t I JI
OWN '2 WIC
9 :Uj 00'917+ 4 L ejS
c-,
N
i-A
U I L 'A U I
InC) I 'JEJ 'A U I J
00,9Z 1:3 WIC
17 Ul 00 *9Z +0 LIS fo
CD
ulzo'46 'J3 'AUI
Ino Zg,o L -Ig 'AUI
09,17Z '0 WIH Cgd 1 1 C)
-7
e :Lj-1 - 00'9t,+9 els
CI)
U I Zt,'o 'G 'A U I
Ino Zg,q '13 'A U I
09'cz wl2i
X GD
Z:uI - 00'9V+c LIs f
U I 09'L 'A U I
5", CD
1no og,L
pt M
09,CZ
Ul 00"OL+O
-4 CD
4—
ul 69'
'ID 'AUI
0917Z 'G 'PW9
11epno - 00,00+0 ejS
n C) C) CD
C:) C? C� q q
C) 0
d)
LU
C
r
4-
0
a
Im
4)
3
Qi
Co
i
L
0
Cn
O
N
CD
O
O
O
O
0
O
C?
C&
�C�>}
V
-
O
Cow
Cl
N
0
N
Co
M
i
CD
a0
Ino ££'s 6 '13'nul
I
0011Z G wiy
a
�
�
0 t :U-1 - 00,09+5 eis
1
;
III 3
Ln
Lo
UI
1n0 £Z'£ L '13 'nub
A
00'bZ "I3 wN
6 .u1 00,0E+5 e15
g
,
C:l
y
j
;
?
i
3
z
7
I
£
fi
i
E
l 3
3 3
4
jd
Q
LO
L
�i
j
3
o
N
y
�
£
a
f
i
L
UIL6L6 13 nuf
�
}nOLV13 nul
OOW 0 W1
t f
00 00+4 e3S
? '
o
0
0
0
0
CD
0
Co
M
M
10
N
4
N
w--
Co
N
O
C
6P
W
v
G%
E
b
y
3
0
io
r
z
E
LO
N
r
Y
W
^L
C
4)
0
L
a
as
3
as
cn
E
0
cn
:z
1H
2
.71
4-
0
L.
a.
L-
4)
ca
E
0
--------- _-,.
I
c
U d
QH
®7
N
Q7
OS
Q1
Qi
9}
d5
tU
..
i
'.. C CL
`J1
O
L
O
L
O
L
O
=
0
S
O
t
0
-C
®
f
®
=
O
i
20 9
7 '--
w
(6
C
Ri
C
t6
C
16
C
m
C
B6
C
is
C
Cd
C
[1i
C
N
CD3
�
p 3
L
N
....
...._
0
C C 6
'6
� CD7
_
C
M
d'
Ln
co
F-
�r
m
w
d
u
N
uo
to
+n
co
N
0
ca
Ln
N
04
N
N
N
r
�i
6
rn
Cl)M
N
N
C to {
(p
cp
r
tp
1`"r
r
f N
M
m
EN
M
Q5
s
O
e
tl'
O
x
e
O
O
U7
q
Cs
N
N
N
N
M
N
N
co
n
M
e6°�
fib!
( �
� O I
®
t9 ®W
N
v
rr
M
(a
N
o
tq
o
E
r
Z
N
N
N
N
N
N
M
M
N
N
a) Cm ^
C7
LO
O
C.
N
N
c®
t
Cs
O
C Q p
L7
M
C:7
C!
O
O
CY
C]LN3
N
Q
N
r-
N
N
N
It
O
c0
6Y
co
N
-
M
J
CW
C06
ti
`N
m
C;
®
_ -
--------
T
d
-________________
------ —_. ___ - ---�
C 1
(D
�
v
o
cy
a
ao
n
Lij
n
r~
r
r
r
r
r
0
O
0
0
o
C)
0
®
®
®
o
O
0
O
®
O
0
uo'i
J v
O
C
N
O
�.
f+
N
o
Cl)
c9
r
0
Uo
O
Ln
m
V
Ln
m
N
i
01
0 fl-
X
X
r
C?
V
V
U
U
U
.`
CJ
.`
U
�
!
o
C N C
m
0
h
ti
M1
u
..1 .N :_..
c'X7
to
It
c4
U- CS
\Y
M.w,w,
M
M
M
co
N
N
............
N
N
....
m
.........
U-3
......... ........
i
�
� I
L
Oti i
u
C
J
W :
R
_
C
v7
=
I
gg
9
'=0
Cf)
H
d
C ® g
O
Z
�. .
LL"J
f0
..
F••
_ .......
�
Cfl
___
__
_- _ __ - ...... !__.
.......
i
IL
rr,
4-
0
L.
a.
E
0
_ a
_____
A
L
QD
d1
Q9
a2
R
C2
0
2M
C�
®
0
0
a
O
O
O
®
0
t6
co
c6
Ltl
ers
eef
CO
cc
tC
aECD
d
CIO
L11'.
r
N
M
tl'
Lo
CD
h
V'
m
.4-]
C0
it
i
W G '
Ln
OX
Lo
N
' r
N
o
N
o
C5
Ln
Cs
r-
q
m
0)
N
Ln
q
N
CV
N
M
C)
Cl)
M
C tiT
U9
m
co
N
Cl)
Ln
co
.....
N
CD
N
m
h-
r
CD
�.
c
C
C)
N
Ci
®
®
r
O
Ci
C]
`r
.-.
Z C$
a
V,
a
4" yi
M
r
i(0
co
coti
x
0
0
'>
N
en
N
M
N
Lo
N
m
cV
N
M
co
M
M
M
M
�.
.........-
....----- --- ........
......... _.._...... ...........---._._..._ ...........
r-
OR
N
N
N
09
o
b
C
I`-
0 O
N
N
N
N
n
M
M
Ci
"
Cl)
M
d3
a
�_ o
0
CS
C)
Ln
M
m
M
Cn
co
N
tl'
CV
co
r9
Cfl
^4
O
o
C
C3 o
N
C]
M
C]
n
0
Cs
0
0
a
0
0
0
0
0
0
W D0
N
N
Ln
t+
r
N
N
CV
er
Q
co
YC5
m
M
N
-'
co
I
a J
LD
UL
o '
r
r
------------------------
N
car
I
— .. :.:.:
C
i
(
CD i ,„,
0
0
CDCD
CD
0
0
0
0
CDCD
0
C76
J
0
C]
C�
C]
q
CJ
C7
Ln
CJ
CJ
C5
f--
N
n
M
wN
M
Ct..
Ln
C)
Ln
OS
P
0
to
07',..
N
c�
cs
cs
c5
ci
c.7
ci
v
C
CL
eq
00
N
N
N
LD
�
J Vi �-
CD
mod'
tss
3
rn
s.
d. --- .e...
0r
— -------------
Ln
------
r
N
cn
__.,
®
—».R,R,R,R,R,R,R,w,A.,m.,,.Am„w.,,e,:.. ...:...........,:.:,,,,...»..,....,,....,.
a
L u
ui
tCi
It
0
M
Nt
3
co
It
r
M
CD
w
c
N
N
N
N
0co
L
o
0
E
c
�
Ma
a
J
x
�
co
as
c�a
mmn,
--------
----__
z
z
C
v
Ln
ecs
r
a
—__
.7,
4-
0
4)
E
0
-W
co
H
a
0
0
0
0
0
0
0
0
0
0
M
N
N
M
a;
3noE8'04'13'AU I
�,
_
_ [
..41—t
0011Z '13 wl8
0 b :ul - 00 09+9 CIS
-
-
f
i
A .
W
o
A
i
i
t
Eg
.2
ul £L'S L '19 'AU
fr
ono EL'E L '13 'nil
� /`
00W '13 WN
o
_
,+
�
6 .ul 0070E+9 eiS
1
t
j
f
,.,. !
x
to
i
�
(
C)
I
i
0
o
lls
I
{
a
1
Ln
s
3
i i
o
1
o
r
P
i
A
$
y
y)
j 1
x�
_
gg
o
}noLV13 AUI
o0'5Z 13 wl
00`00+0 CIS
.._.
CD
0
0
0
0
0
0
v
rn
v
of
v
M
N
N
f
r
N
W
0
r.-P
4-
0
sm
a.
co
E
0
*0
(ni
m CC0 0®
Q w Q OC?
m o 3
N
CD
C> CD
C,
Ino 96, 'l-A 'AUI
lz '13 Wild t -- - I i i J
oo
9 :U- 1 09,9c+9z el S
C,
C)
CD
la I
Ul eq'L L '13 'AUI
ino oa, L L '13 'AUI
00')Z 'G w12J
L :ul - 00'SV+ LZ LIIS
CD
N
C3
CD
co
ul L17'L L 'J3 AUI
Ino Zj7, L L 1]3 'A U I
r.r
OT9 N Z '13 W
14
9 - 00'9v+9 OIS :ul C3
Ul 9Z'L'1:] *AUI
InOZZ,LL 13 AUI j-
m
00'9Z '13 wl2l
00 917+ L L els C3
CP I
MH
04
Ul L '13 'AUI
Ino L v '13 'AUI
00,9Z '13 w121
7
:u-1 OO'SZ+O L Llis . . . . . . . . ....
Ul zo, '13 'AUI
Ino 69,0 L 13 'AUI
gz,vz '13 wlj
2 :ul - 00'9t,+9 els
d
LJI C17'0 '13 'AUI C?
Ino 69,9 'j:j 'Aul
GL'EZ '13 wl�l CD
Z :u--
rl
ul 09.
L 'Aul 4
C)
Ino 09,Z 73 'AUI j I
00'9Z '13 wl�
7-7
.'U-1 - 00'OL+O BIS
L
C, T-
... .. ..... . .....
UI 69' 1
Z 'ID 'AU
09't7Z '13'PUJ
1IP41no - 00,00+0 el
. . . ...... ....
N
Nr
w
E
0
CD
q
9
CD
C?
C)
C�
CD
(n
cn
v
C3)
]no L9*gE'13'AUJ
00-t,z -s W18
1
0 6 :u I - OO*Oz+q cis
C3
Ul CZ'g 4 '13 'AUI
Ino Ull L -13'A U I
00,17Z 1=-] wlill
6 :Ul 00'0C+(; L4S
m
-----+
.......
.. ...
gg
o
Ul L 6'z � '1-_! 'AUI
1 no Z 4 '13 'A U I
00,9Z F] ujim
00,00+0 LIs
........ ....
C3
C:�
CD
CD C�
C�CD
N
C14
a)
it
a
C
0
w
c
m
3
m
ero
E
`o
v7
3
a
m
a
CD co 0 CD CD
O 9 P,* 0
co CD C�
V CO
Ino 96'4L]D'AUJ
001Z '13 WN
F
09,9c+9z elf
Ul 92' Aui
CD
13
ino oq,L4 L 3 'AU
-4
00'LZ '13 ull�
:u
1 00 17+ LZ ejS
L
CD
co
po 413 'A U I
u I L171 'j-3 'A U I
iW
Ilk
9 :u-j
00,els(;
c
C:
U I 9z, 'A U:
C)
Ino ZZ, -=I 'Au C�
00,9Z 10 W1,8 r1
9 :ul - 00"9V+16 els
Ic
Ul L V� L '13 'AUI
WO L V '0 'A U 1 145
00,9Z '13 wl2:]
- 00 VL+0 � IS C:)
4-J
-- ------- --
11 :ul
ulzo,LL '13 AUI
Ino Zg,o L '13 'AtJl
5z,17Z ID wptj
. . . . .. . ..... . .. .
'u-1 00 '13 els
U I C17 0 'I=i A U I
Ino Zg'g '13 AUJ 4
91,CZ '13 wild
i (D
CQ
F7`
Ul 09',L 'I] 'AUI
Ino 09'L 13 'AUI i if
00,9Z '13 W!� t
:U-1 - 00*OL+O elf
0
M
CD
4
LN
'I:A' -A U
u 169'/
0(_;'1]�j41) 7Z
Ilegno - 00,00+0 e1g,
o (D CD (2)
C� 9 9 0
CN (D 00 CD
C11 —
LU
C
O
.N
c
67
W
w
O1
N
E
`o
0
m
v`
7+
2
N
C)
LO
CN
(D
M
12-
Wl L
ED
V
m
oim
"t
5F
C)
9 0 99 -,�
ra
C�
co
c.
Ino g6, i, 6 'Ig 'AUI
00zz -13 wl2i
'ji-S ...... --'-T' -T C3
0-9 9c-+---9-Z,-,
9 :U1 J-1
"T
i, 'IE 'AUI
Ul 29' 1,
Ino Og, � i, I 'AU'4
001Z la UjPtl
L
:uj
00'917+ LZ IRIS
I no Zt,' '13 'AU I
Ul L17; I, 'j-3 'AUI
09SID WPJ
T
9 :U1 - 00,9v+9 els tj CO,
co
U1 9Z'[ ii, 'JA 'ALJI
InOZZ`i,4 '13 'AUI -4 L
010,9Z '12 w2j 9 Ul - 00,94+ 14 L
0
U1 j i,'L '13 'AUI --A
InO L V13 'AUI
00,9Z 13 wid
V JI - 00,9z+0 I IRIS
Hr J�
Ul ZO' '13 'Alf
Ino Zq,O 11. 13 'Au I
9Z'17Z '13 WN
C :U1 oo,s;t,+g IBIS
CO
U1 EV'O 'AUI
Ino Zg'q '13 'Aul
A
9LTZ '13 W18 >
i4
Z �U-I = 00'917+C IRIS 9 a
f
N
U1 09'L 't3 'AUI
Ino 09,L 'G 'Au I i
00'SZ'13 Wild
ii, 0WOL+G els
ul SSI -13 -AUj j
09-17Z '13 'PUJD j I
J
- 00,00+0 IRIS L ,
�!l M.- # 't F
iliagno 7
C3 CD 9 CD CD
00 m 0
LLI
d)
E
0
C
O
C
dS
w
e
CD
4)
93
U)
E
C]
U7
3
d
5T�
1p
I
CD C) a C�
9 9 C� C) C)
CD d C?
WO WL L '13 'AUl
0017Z '13 wlb
V :ul 819
-7 T-J',
CD
CD
ID
� L'A,
CY)
U 117 l'o 'I:] 'A U I
ino t79'6 'ID 'AUJ
09'CZ '13 WN
L4
00
al
CD
co
Rf
HA
C
Lr)
Ul Z17,9 '13 'AUJ
In() Lb B '1:3 'AUI
0 Z .12 wl
(YPH 9
!ul L L'9z+c PIS
u I 0C'9 '13 'A U I
100 OC'g '13 'A U I
0()'9Z 'G W18
Qw
:ul L V Lg+z EIS
c)
U 1091 'AU I
00,9Z A 'PUJE) f
Hellno 00,00+0 els
Ci
C) CD
C) Cni CD C)
� . (6
111
o-o-
h
C
O
�
a
❑®Z
W r
N
m
ai
i
� +-
� N
N
N
m
N
i
i
N
N
I
(
I
a a
N cli
N
N
CS
N
C
—......... .. ,---------- ______
_.._ ...__ _........... ............... .....
®.. .,..,,....... ...
S of N
C\k
CV
j
C 0 - V' Lo
-t
uy
J V7 (N ru
N
na
C; O
a
O
'C CL
y� M
J
5 W
CAD
r
as ar
-- ----------------
4i
r
._.
C
r
ya`" ca a
c W ua eh
iv
<r
a
ti ar
ar
r
t C7 O
m a
CO
a
C)
a
&
J
v
y
care
a
0 C)
Ci
C3
'
I
3
00
co
co
U �
v
j
J
®« w
a
i
ar v
v
ti
CD
LL �' •,•' cp Cp
CO
Eu
i
'
CJ7
co
........ ....., a.r..... .........----
.a. ,.a .,..., _ _.....----.....__.
.........
`n_
e
vi
A
1
i
II
6
J
j
C
CL
E
N
CC, p
-..-------- _ .........
Z
Z
.. 1 ry -----------
m
11 - _.... _.s_ . _......_.
__M ........................._,,,,, „
t2
-
o
-- - --- --
----
�
v �
m
ar
as
as
c CL
o
o
o
0
j
N
d
c o
o
O = z
W
N
M
0 C
cod
Ui
r
N
co
M
ILI
—
N
ra
.........7 ........d
N
N
.. .. —_.,_�
..............aaaa,..,,.,w»,w»,w.,..w.w.,
i
L
di
C o F
m
v
N
M
.,��..�..w
d
d
d
d
,.m..as.,..»...,....,�..............—m
y
Q%
01
O
N
N
N
=
..,,,,,.,...— r
...._..______._..._
..,. ,.. ,..� ......... ......... ........-------� ....
....... ....
J
e®
oo
o
i
N
E
z
03
J N
d
d
O
O
CL
v
d
G U1
co
V
0
1p
m
r
C
-
>
�
cl
(D
dM:
O
h
0
cx�
...
t
Cb
cam
�'-
4
O
CD
d
O
a
r-
OD
m
00
N
r Q
tm
ca
U
U
U
J u�
.. ........
.
/1
W
Ln
tom!}
LO
It
U
N
O
ctl
LL
OI
E
n1
N
0
w
CL
co
E
cn
&j
L
..... ... r.��
LU
#+ e
z
z
rA J Z
r
N
Cl)
'+' ................
.. ........ .........
I
IF
4--
0
LM
CL
vI
0
-W
to
....�.. ! _
_ .,
n
O
V CD
C 0. p p
O
O
N cc
N
w
p
EEE 2 22
�
N
.r
- ------
.........-.-. ------- ._ - _ - .-------.t
6
ca�z°
W r
N
M
Q
c
J u
C3
N N
...w,....,.. �..-. .............
N
N
M
N
.....
_....m.m.,..,_ t
C in e! N
O
M
o
N
0
ci
I
i
o r
N N
ewi
N
ri
N
c
i p
J I-
U' O N 4r
00
N
N
rn
N
y. �..Ol
N N
.�,
N
N
'.
z
O C o 4) li?
C O. y Cl! N
J N ( O O
67.
N
O
N
O
..:.�
O.
J
C W co ca
Oi
t—
G
I
C Lu tOb cl
�
OD
7D
r
._,.._. �,.,...s .. O O.
6r a
CD,rn
O
Mo
Q
0
......... ......._ 4
—------------ —. _____ _________ _______
_c
C
J
co
�
w
cm�V
�.
i
n
CL
U
N
O Ol — (o to
iD W
4['1
00
V
y
p
]Y J
J
LL � �V.. � N O1
d)
(•)
s
L
C
II
D
3
c
n
7
L �
.
LU
CDC;
&a �
z
z
-iz r
=_
m
v
cn
E
0
_W
cn
0 CD CD C:5
C14 co �
Ce)
Ino 0C, C)
C'G'Aul
Do,tz,e wR:l r
Cl)
V:U-1 zv*og+zLels
CD
(N
CD
0')
Ul V Vo C '13 'AU1
Ino 179'6 13 'Aul
09TZ 13 LUI
C :ul - 117'L C+13 e1S
4
L)
j
LO
U 'A U
Ino ZJ7'9 '13 'AUJ
lit
OOW'13 WN
i T-1 AT
Z lul - L VRZ+C OIS C11
U '�1 -AUJ
l OE 9 1
Ino OC,q 'J3 'AUJ
00,9Z '13 wQAci
L
Ul L C9+z els i 04
cr
Uj 09') '1:1 MI
00,9z '13 'PUAE)
Ilegn666-00+0 MS
41
co
CD 0 CD 0 CD
q C! C�
co
CN
LU
IL
m
o �
a .®c r C
(5 cG W 8
O
C O -o
❑ _ Z c
W N Mof
{
C7 c to co co r`--
N N N N
7
w,„..-..,---
�.a
f
CO
C N' N—
N N
O CY o C)
J _1
2$ 3 M(P Lq v N
r r N Cl C
N N N (V -
,......e
J = � io W Vt
3 �
C7 0 co ao ao
9 y N N N N Z
LO 01
C_ O e It L�
J y v O O CD 0
I
a
D o
� J -: o a UUl `'
c[u ro m rn r
� � o o N
G W co M �r o
ti ad c6 r
T
y O o o
C_ G p cr? C
co rn co
N
NtJ Ci U U
0
U
CL 4i 4) !, N N C! CO
w
t N = r, CO �
co
'o co
� 0
a r
MLL` u c of m n o,
`V s o ux
co
m
r
0
L � o
u
31 D o
co/O�i
J
ID
O,....,...,.,.,.,,,,., ..., Z Z
J Z fi cV M et"
Appendix
HEGRAS Output
Klotz Associates City -Wide Drainage Study
Project No.: 0127.008.000 City of La Porte
EXISTING
VFC-V,
Klotz Associates City -Wide Drainage Study
Project No.: 0127,008,000 City of La Porte
Klotz Associates City -Wide Drainage Study
Project No. 012T008.000 City of La Porte