HomeMy WebLinkAboutcoa.lu.sm.Aspen Consolidated San District.A17-96 CA,SX.LOAD SUMMARY SHEET - CITY ("' ASPEN
DATE RECEIVED: 2/28/96 CASE # A17-96
DATE COMPLETE: STAFF: Dave Michaelson
PARCEL ID # 2737 - 073 -00 -860
PROJECT NAME: ACSD Drop Structure Review -- Roaring Fork River, Aspen
Project Address: Neale Street Bridge, Aspen
APPLICANT: Aspen Consolidated Sanitation District
Address/Phone: 565 N. Mill, Aspen, CO 81611
REPRESENTATIVE: same
Address/Phone: same
FEES: PLANNING $450 # APPS RECEIVED 6
ENGINEER $0 # PLATS RECEIVED 6
HOUSING $0
ENV HEALTH $0 TYPE OF APPLICATION:
TOTAL $450 Staff Approval
Review Body Aleeting Date Public Hearing ?
P &Z .141241.. Ll %, ❑Yes � o
CC ❑Yes %No
CC (2nd reading) ❑Yes ❑No
REFERRALS:
❑ City Attorney ❑ Aspen Fire Marshal ❑ CDOT
City Engineer ❑ City Water )KACSD
❑ Zoning ❑ City Electric ❑ Holy Cross Electric
❑ Housing ❑ Clean Air Board ❑ Rocky Mtn Natural Gas
❑ Environmental Health ❑ Open Space Board ❑ Aspen School District
Parks ❑ Other: ❑ Other:
DATE REFERRED: INITIALS: DATE DUE:
APPROVAL: Ordinance/Resolution # Date:
Staff Approval Date:
Plat Recorded: Book , Page
CLOSED/FILED DATE: ) 0^ ^1.1 INITIALS: >
ROUTE TO: 14o
RESOLUTION OF THE ASPEN PLANNING AND ZONING COMMISSION
FOR THE APPROVAL OF THE ASPEN CONSOLIDATED SANITATION DISTRICT
STREAM MARGIN REVIEW LOCATED AT THE NEALE STREET BRIDGE
Resolution No. 96- i (o
WHEREAS, The Aspen Consolidated Sanitation District submitted for approval to the
Commission an application for Stream Margin Review for the construction of two (2) drop
structures located n the Oklahoma Flats area and 150 feet above the No Problem Bridge; and
WHEREAS, the Planning staff received referral comments from the Engineering
Department, and the Parks Department, and upon consideration of those comments and those from
the U.S. Army Corps of Engineers, recommended approval of the Stream Margin Review with
conditions; and
WHEREAS, the Commission reviewed and approved the Stream Margin Review with
conditions by a 7 -0 vote on April 16, 1996.
NOW, THEREFORE, BE IT RESOLVED by the Commission:
That it does hereby approve the Aspen Consolidated Sanitation District Stream Margin Review
with conditions as follows:
1. All representations of the applicant area considered conditions of approval.
2. The project shall be consistent with the 404 permit and recommendations by the Division of
Wildlife.
3. The applicant shall submit a floodplain permit from Pitkin County prior to construction.
4. Any conditions recommended by the Parks and Engineering Department are considered
conditions of approval.
APPROVED by the Commission at its regular meeting on April 16, 1996.
ATTEST: PLANNING AND ZONING COMMISSION:
— 04.-
. 'e Lothian, Deputy City Clerk Sam Garton, Chair
IY- C
MEMORANDUM
TO: Planning and Zoning Commission
FROM: Dave Michaelson, Planner
RE: Aspen Consolidated Sanitation District Stream Margin Review - Public Meeting
DATE: April 16, 1996
SUMMARY: The Aspen Consolidated Sanitation District (ACSD) is requesting stream margin review to
allow for the construction of two drop structures on the Roaring Fork River. One structure is located in the
Oklahoma Flats area downstream from the pedestrian bridge, and the second is about 150 feet above No
Problem Bridge on Neal Street. Staff is recommending approval with conditions.
APPLICANT Aspen Consolidated Sanitation District, represented by Thomas Bracewell
LOCATION: Roaring Fork River
ZONING: Not Applicable
PROJECT DESCRIPTION: The Aspen Consolidated Sanitation District (ACSD) is requesting approval
to construct two grade modification drop structure projects in the Roaring Fork River to protect its existing
12" main outfall sewer line. The line currently suffers from inadequate cover as it traverses the river. The
purpose of the project is to provide protection of the pipeline to avoid the chance of a washout during peak
flows. The existing pipeline will not be replaced, only protected.
The Oklahoma Flats structure just downstream from the pedestrian bridge washed out in 1995, exposing the
sewer pipe during the runoff event. The ACSD replaced the structure under an emergency permit from the
U.S. Army Corps of Engineers, but must construct a more permanent structure to withstand a 200 year event
which is required by the Corps and the Division of Wildlife. The applicant also is requesting approval to
construct a permanent drop structure approximately 150 feet above the Neale Street bridge where the outfall
pipe also crosses the river. The project will include drop structures consisting of approximately 20 cubic
yards of boulders with an average diameter of 4 -5 feet. Approximately 12 -18 inches of cover material,
primarily obtained from the existing stream bed; will be placed upstream of the drop structure to protect the
sewer line.
The work is being supervised by Allan Czencush of the Division of Wildlife, and is tentatively scheduled
for Spring or Fall of 1996. Drawings of the project locations and typical details is attached as Exhibit A. A
project description is attached as Exhibit B, a floodplain analysis is attached as Exhibit C, an approval letter
from the Corps of Engineers as Exhibit D, and approval from Division of Wildlife is attached as Exhibit E.
REFERRAL COMMENTS: The project was referred to the Development Review Committee on April
11, 1996. Comments from the Parks Department and the Engineering Department will be presented tat the
public meeting.
1
STAFF COMMENTS:
Stream Margin Review - Pursuant to Section 26.68.040 the criteria for stream margin review are as
follows:
A. No development shall be permitted in the floodway, with the exception of bridges or structures for
irrigation, drainage, flood control or water diversion, which may be permitted by the City Engineer,
provided plans and specifications are submitted to demonstrate that the structure in engineered to prevent
blockage of drainage channels during peak flows and the Commission determines the proposed structure
complies, to the extent practical, with all standards set forth below.
B. No development shall be permitted within one hundred (100) feet, measured horizontally, from the
high water line of the Roaring Fork River and its tributary streams, or within the Special Flood Hazard
Area where it extends beyond 100 feet from the high water line of the Roaring Fork River and its tributary
streams, unless the Commission makes a determination that the proposed development complies with all
standards set forth below:
1. It can be demonstrated that any proposed development which is in the Special Flood Hazard Area
will not increase the base flood elevation on the parcel proposed for development. This shall be
demonstrated by an engineering study prepared by a professional engineer registered in the State of
Colorado which shows that the base flood elevation will not be raised, including, but not limited to,
proposed mitigation techniques on or off -site which compensate for any base flood elevation increase
caused by the development; and
Response: The HEC II model runs have indicated no actual increase in the water surface due to either drop
structure.
2. Any trail on the parcel designated on the Aspen Area Community Plan, Parks /Recreation/Open
Space/Trails Plan Map, or areas of historic public use or access are dedicated via a recorded
easement for public use. Dedications are necessitated by development's increased impacts to the
City's recreation and trail facilities including public fishing access; and
Response: Not Applicable
3. The recommendations of the Roaring Fork Greenway Plan are implemented in the proposed plan
for development, to the greatest extent practical; and
Response: Not Applicable
4. There is no vegetation removed or damaged or slope grade changes (cut/fill) made outside of a
specifically defined building envelope. A building envelope shall be designated by this review and
said envelope shall be barricaded prior to issuance of any demolition, excavation or building
permits. The barricades shall remain in place until the issuance of Certificates of Occupancy; and
Response: Some vegetation will be disturbed to gain access to the drop structure locations. The applicant
intends on revegetating any disturbed riparian areas, consistent with the 404 permitting.
2
5. The proposed development does not pollute or interfere with the natural changes of the river,
stream or other tributary, including erosion and/or sedimentation during construction. Increased on -site
drainage shall be accommodated within the parcel to prevent entry into the river or onto its banks. Pool or
hot tubs cannot be drained outside of the designated building envelope; and
Response: The HEC lI analysis indicated no increased flood flow will result from the project. the applicant
has agreed to use silt fencing to prevent any erosion or sedimentation from entering the Roaring Fork River.
6. Written notice shall be provided to the Colorado Water Conservation Board prior to any alteration
or relocation or a water course, and a copy of said notice is submitted to the Federal Emergency
Management Agency; and
Response: No alteration or relocation is proposed as part of the project.
7. A guarantee is provided in the event a water course is altered or relocated, that applies to the
developer and his heirs, successors and assigns that ensures that the flood carrying capacity on the parcel
is not diminished; and
Response: No alteration or relocation is proposed as part of the project.
8. Copies are provided of all necessary federal and state permits related to the work within the 100 -
yearfloodplain; and
Response: Both the Army Corps of Engineers and the Division of Wildlife has approved the project. A
floodplain permit from Pitkin County is currently in the approval process.
9. There is no development other than approved native vegetation planting taking place below the top
of slope or within fifteen (15) feet of the top of slope or the high waterline, whichever is most restrictive.
Response: All revegetation will meet this standard.
10. All development outside of the fifteen (15) foot setback from the top of slope does not exceed a
height delineated by a line drawn at a forty-five (45) degree angle from ground level at the top of slope.
Response: Not Applicable.
11. A landscape plan is submitted with all development applications.
Response: Not Applicable.
12. All exterior lighting is low and downcast with no lights directed toward the river or located down
the slope; and
Response: Not Applicable
3
13. There has been accurate identification of wetland and riparian areas.
'Response: The identification is consistent with the Army Corps of Engineers 404 process.
Staff Recommendation: Staff recommends approval on the following conditions:
1. All representations of the applicant are considered conditions of approval.
2. The project must be consistent with the 404 permit and recommendations by the Division of
Wildlife.
X- The applicant shall submit a floodplain permit from Pitkin County prior to construction.
4
14'4( C.OriP 4s BF-f 4 v, . 13Y ¶%r p k' F.J4 ■regait "' Marl j10- CO aks P4•'is C. Cwiu >r„ s
Recommended Motion: "I move to approve a stream margin review for the Aspen Consolidated Sanitation
District, with the conditions as stated in the 04.16.96 staff memorandum ".
Exhibits:
A - Project Location and Details
B - Project Description
C - Floodplain Analysis
D - Army Corps of Engineers Approval
E - Division of Wildlife Approval
4
%p GonsofdaledcSanilalion '»islrcl Exhibit B
565 North Mill Street
Aspen, Colorado 81611
Tele. (970) 925 -3601 FAX #(970) 925 -2537
Sy Kelly • Chairman Michael Kelly
Albert Bishop • Treas. Frank Loushin
Louis Popish • Secy. Bruce Matherly, Mgr.
February 27, 1996
Temple Glassier
Pitkin County Project Manager
530 E. Main ST.
Aspen Co 81611
RE: Drop Structures - Roaring Fork River - Aspen, Co.
Dear Temple,
The Aspen Consolidated Sanitation District would like to
request an Floodplain Development Permit from the Pitkin County to
construct two grade modification drop structure projects in the
Roaring Fork River to protect its existing 12" main outfall sewer
line. The line currently suffers from inadequate cover as it
crosses the river. The purpose of the project is to add cover over
the pipe and decrease the chances of a washout during peak flows.
The existing pipeline will not be replaced.
I have enclosed six application packets containing a drawing
showing the site location, plan, and construction details, a copy
of the HEC -2 analysis, and a copy of the pre - application form from
your office.
We are in the process of applying for a 404 permit form the
U.S. Army Corps of Engineers and an insubstantial Stream Margin
Review from the City of Aspen. We will keep you posted as the
status of these permits.
The Oklahoma Flats structure just downstream of the pedestrian
bridge was washed out exposing the sewer pipe during the high
runoff last year. We replaced the structure to its original state
in the fall of 1995 under an emergency permit from the U.S. Army
Corps of Engineers. We hope to construct a more permanent
structure to withstand a 200 yr. event as required by the USACE and
the Colorado Division of Wildlife in the same location. We would
also like to construct a permanent drop structure approximately 150
feet above the Neale Street bridge where our Outfall sewer line
again crosses the river.
The work will be supervised by Allan Czencush of the Colorado
Division of Wildlife. We will also work with Mr. Czencush to
provide stream bank stabilization as required in the area of the
drop structures. In addition, trout habitat in these areas will
also be enhanced.
I have enclosed drawings of the project locations and typical
details of the project construction and configuration. The project
will include a drop consisting of approximately 20 cubic yards of
boulders with an average diameter of 2 -3 feet and a maximum
diameter of 4 -5 feet. Approximately 12 -18 inches of cover
material, primarily obtained in the existing river bed, will be
placed upstream of the drop structure to protect the sewer line
crossing.
EPA Awards of Excellence
1976 • 1986 • 1990
Regional and National
f},
We do not anticipate an actual increase in the existing water
level as described in the enclosed letter from Leonard Rice
Consulting Water Engineers, our Representative of the District. I
have also included the HEC -2 analysis from LRCWE for your review
that shows that there will be no net increase in the base flood
elevation in both of these areas.
We are co- ordinating our work in the Oklahoma Flats area with
George Robinson of the City of Aspen Parks Department. He is going
to be replacing the pedestrian bridge immediately upstream of our
drop structure. Hopefully, we can do both our projects at the same
time and minimize the impact to the area and potentially realize
some cost savings to each organization at the same time.
Construction access to this site will be off of south Spring
street, behind the Eagles building and then along the District's
easements to the river. At this point, we do not believe that it
will be necessary to close the bicycle path full time during
construction. Very short duration closures will be required when
equipment and materials are brought on and off the site. Flaggers
and warning signs will be used at that time.
Access to the construction site above Neale Ave. will be off
of Queen St. and then along the District's easement to the river.
During construction there will be disturbance to the river bed
and the adjacent riparian areas along the shore. Sedimentation
barriers will be constructed along the river edges to reduce
sedimentation transport.
Construction is planned for the spring of 1996 before the
spring runoff and trout spawning if we are able to receive in a
timely manner all the permits from the various entities having
jurisdiction. If this is not possible, the construction will be
delayed until late fall of 1996. We will keep you informed on the
status of all these permits.
Both sites will be restored as near as possible to pre -
construction grading and conditions, and the sites will be re-
vegetated.
The District will conduct neighborhood notification through
handouts, newspaper advertisements, and signs on site. Please give
me a call if you have any questions.
Sincer l /J
Thomas . Bracew
Collection Systems Superintendent
cc Alan Czencush, Colorado Division of Wildlife
Bill Gruenburg, Trout Unlimited
Chuck Roth, City of Aspen Engineer
Exhibit C
Leonard Rice
Greg S. Ten
Leonard Rice Consulting Water Engineers, Inc. LesllieH Botham
2401 Fifteenth Street. Suite 300 / Denver. Colorado 80202 -1143 / (303) 455 -9589 • FAX (303) 455 -0115 Ross Bethel
Jon R. Ford
A. J. Zabbia. Jr.
December 5, 1995
Mr. Tom Bracewell
Aspen Consolidated Sanitation District
565 N. Mill St.
Aspen, CO 81611
RE: Oklahoma Flats and Neale St. Drop Structures
Dear Tom:
I have enclosed the following: ten copies of the design drawing for the two drop structures; and
three copies of the two output files from the HEC -2 analysis we performed to evaluate the impacts
of the proposed drop structures on the Roaring Fork River.
The basis for our model was the original input data from the 1985 FEMA study of the area. Printout
no. 1 represents the input and output for existing conditions, as modeled by FEMA. The model is
oriented with section numbers increasing in the upstream direction: the model begins at section no.
141.1, located approximately 1400 feet downstream of the Oklahoma Flats structure, the proposed
drop structure at Oklahoma Flats will be located between section no.'s 142 and 143, approximately
20 feet downstream of the pedestrian bridge. Because there was no FEMA cross- section at the
proposed drop structure location, we added cross- section no. 142.1 to estimate water surface
elevation prior to construction of the drop structure. You can see from the output that the calculated
water surface elevation ( "CWSEL ") at cross - section no. 142.1 is 7872.71 and the channel velocity
(` VCH ") is 11.9 feet per second. The Neale St. structure is located between section no.'s 146 and
147. Section 146.1 was added to estimate conditions at this location prior to construction of the
drop structure. The water surface elevation and velocity at this location prior to the construction
of the drop structure are 7896.38 and 12.78 feet per second, respectively.
Printout no. 2 represents the analysis with the structures in place. Cross- section no. 142.2 and 146.2
were added, five feet upstream of sections 142.1 and 146.2, to account for the structures. The
calculated water surface elevation at section 142.2 is 7873.78; 1.07 feet higher than the elevation
at section 142.1. The calculated water surface at section 146.2 is 7897.18, .80 feet higher than the
elevation at section 146.1. The increase in elevations accounts for the increase in the channel
bottom elevation at the structures. A slight backwater effect was created by the Neale St. structure
as evidenced by a minor rise in the surface elevation at section 147; 7898.62 with the structure
versus 7897.90 without the structure. The backwater effect is dissipated by the time the profile
reaches section 148. It is important to note that the accuracy of the modeling in this area is pl or
Water Rignts 0a I•\
Grounc Water
• cnstrc_::on _1
•
Mr. Tom Bracewell
December 5, 1995
page 2
minus .5 feet, therefore there may be no actual increase in water surface due to the structure. There
is no upstream or downstream effect from the Oklahoma Flats structure.
There is no change in velocity above or below the Oklahoma Flats structure. A slight decrease in
velocity occurs in the section upstream (sect. no. 147) of the Neale St. structure; 12.49 fps without
the structure versus 10.79 fps with the structure in place. Again, this decrease in velocity can be
expected due to the backwater effect caused by the structure.
As discussed on the phone, your office will handle the permitting for both projects. Let us know
if you need any help!
Very truly yours,
LEONARD RICE CONSULTING WATER ENGINEERS, INC.
•
Kevin O'Connell
Project Manager
KOCIgle
874ASD35
B: \874ASD\BRACE12.5
5nerneers "c
Exhibit D
o` DEPARTMENT OF THE ARMY
n U.S. ARMY ENGINEER DISTRICT, SACRAMENTO
of g, t �t CORPS OF ENGINEERS
' `vi ;_ m 1325 J STREET
„ � , ,�`� REPLY TO
� o,. SACRAMENTO, CALIFORNIA 95814 -2922
r4rES of ATTENTION OF
March 15, 1996
Regulatory Branch (199675115)
Mr. Thomas R. Bracewell
Collecti:n Systems Superintendent.
Aspen Consolidated Sanitation District
656 North Mill Street
Aspen, Colorado 81611
Do,.,r Mr. Bracewell:
I am responding to your written request dated February 15,
1996, which we received on March 11, 1996, for a Department of
the Army permit to construct two drop structures for grade
control and to discharge dredged material to cover an exposed
sewer line with 12" of river rock. The project is located near
Neale Avenue and at Oklahoma Flats in the Roaring Fork River,
Pitkin County, Aspen, Colorado.
The Chief of Engineers has issued nationwide general permit
number 3 which authorizes the discharge of dredged or fill
material for maintenance of certain structures or fills in waters
of the United States. You may recover the exposed sewer line
with dredged material as described in your written request, under
this authority provided the work meets the conditions listed on
the enclosed information sheets. You must prosecute the work in
a timely manner which also minimizes the release of fines to the
maximum extent practicable. You may not use this opportunity for
instream work to do other work which has not been specifically
authorized by the Corps of Engineers.
We are authorizing your two proposed drop structures under
regional general permit number GP037 (copy enclosed). You must
comply with the terms and conditions of this permit. We
especially direct your attention to pages 5 and 6 of the permit
concerning drop structures.
These two permit verifications will be valid for a period
of two years from the date of this letter unless the nationwide
permit or regional general permit are modified, reissued, or
revoked. You should contact this office if work will extend
beyond this date.
- t
w
-2 -
We have assigned number 199675115 to your project. Please
refer to this number in any correspondence with this office. If
you have any questions, please contact Mr. Mike Claffey of this
office at telephone number (970) 243 -1199.
Sincerely,
1 / n
" ady cNur
_ Colorado
• atory Office
402 Rood Avenue, Room 142
Grand Junction, Colorado 81501 -2563
Enclosures
Copies Furnished:
Ms. Sarah Fowler, U.S. Environmental Protection Agency, BEPR -EP,
999 18th Street, Suite 500, Denver, Colorado 80202 -2466
Mr. Keith Rose, U.S. Fish and Wildlife Service, 764 Horizon
Drive, South Annex A, Grand Junction, Colorado 81506
Mr. Paul von Guerard, Subdistrict Chief, U.S. Geological Survey,
402 Rood Avenue, Room 223, Grand Junction, Colorado 81501
Mr. Robert Caskey, Colorado Division of Wildlife, 711 Independent
Avenue, Grand Junction, Colorado 81501
Pitkin County, 506 East Main Street, Aspen,Colorado 81611
NATIONWIDE PERMIT 3
MAINTENANCE
(Sections 10 i 404)
The Corps of Engineers has issued a nationwide general permit for
the repair, rehabilitation, or replacement of any previously
authorised, currently serviceable, structure or fill, or of any
currently serviceable structure or fill authorised by 33 CFR
330.3 provided that the structure or fill has not been put to
uses specified or contemplated for it in the original permit, or
the most recently authorised modification. Minor deviations in
the structure's configuration or filled area including those due
to changes in materials, construction techniques, or current
construction codes or safety standards which are necessary to
make repair, rehabilitation, or replacement are permitted
provided the environmental impacts resulting from such repair,
rehabilitation, or replacement are minimal. Currently
serviceable means usable as is or with some maintenance, but not
so degraded as to essentially require reconstruction. This
nationwide permit authorises the repair, rehabilitation, or
replacement of those structures destroyed by storms, floods, fire
or other discrete events, provided the repair, rehabilitation, or
replacement is commenced or under contract to commence within two
years of the date of their destruction or damage. In oases of
catastrophic events, such as hurricanes or tornadoes, this two
year limit may be waived by the District Engineer, provided the
permittee can demonstrate funding, contract, or other similar
delays. maintenance dredging and beach restoration are not
authorised by this nationwide permit.
A. GENERAL CONDITIONS. The following general conditions must be
followed in order for any authorization by a nationwide permit to
be valid:
1. No activity may cause more than a minimal adverse effect
on navigation.
2. Any structure or fill authorized shall be properly
maintained, including maintenance to ensure public safety.
3. Appropriate erosion and siltation controls must be used
and maintained in effective operating condition during
construction, and all exposed soil and other fills must be
permanently stabilized at the earliest practicable date.
4. No activity may substantially disrupt the movement of
those species of aquatic life indigenous to the waterbody,
including those species which normally migrate through the area,
unless the activity's primary purpose is to impound water.
5. Heavy equipment working in wetlands must be placed on
mats or other measures must be taken to minimize soil
disturbance.
•
6. The activity must comply with any regional conditions
which may have been added by the Division Engineer (see 33 CFR
330.4(e]) and any case specific conditions added by the Corps.
1Publ ftotice
US Army Corps
of Engineers
Sacramento District • Public Notice No. GP 037 Date: 6 January 1992
1325 J Street
Sacramento. CA 95814 In Reply Refer to the above Comments Due by: N/A
Public Notice No.
REGIONAL GENERAL PERMIT NUMBER GP037
STREAM STABILIZATION
WESTERN COLORADO
TO WHOM IT MAY CONCERN:
The District Engineer, 11. S. Army, Corps of Engineers, Sacramento
District, has reissued Regional General Permit (RGP) number GP037
which authorizes certain limited discharges of dredged and fill
material associated with stream stabilization in western
Colorado. Please refer to the enclosed copy of the RGP. This
• permit is issued under the authorities of Section 404 of the
Clean Water Act and Section 10 of the Rivers and Harbors Act of
1899.
Reissuance of this RGP was based upon an evaluation of the
potential individual and cumulative impacts of the regulated
activities. Comments received in response to a public notice on
this proposal were considered in this evaluation. The Sacramento
District concluded That reissuance of the RGP complies with
Environmental Protection Agency Section 404(b)(1) Guidelines for
evaluating discharges of dredged or fill material in waters of
the United States and is not contrary to the public interest. .
The activities authorized by this RGP are similar in nature and
similar in their impact upon water quality and the aquatic
environment, will have only minimal adverse effects when
performed separately, and will have only minimal cumulative
adverse effects on water quality and the aquatic environment.
Please give special attention to the notification and approval
procedures, terms, conditions and restrictions of the RGP.
ANYONE PROPOSING TO PERFORM WORK AUTHORIZED UNDER THIS RGP MUST
OBTAIN APPROVAL FROM THE CORPS OF ENGINEERS, SACRAMENTO DISTRICT
PRIOR TO BEGINNING WORK.
For more information and further assistance, please write or call
the Western Colorado Regulatory Office, U. S. Army, Corps of
Engineers, Sacramento District, 402 Rood Avenue, Room 142, Grand
Junction, Colorado 81501 -2563. The telephone number is (303)
243 -1199.
0
Laurence R. Sadof1'
Colonel, Corps of Engineers
Exhibit E
State of Colorado
DIVISION OF WILDLIFE
Department of Natural Resources
March 6, 1996
Mr Tom Bracewell
Aspen Consolidated Sanitation District
565 N Mill St
Aspen, Colorado 81611
Dear Tom
I have reviewed the permit package you sent -- the two grade
control structures on the Roaring Fork. The site visit yesterday
was helpful also.
Everything seems in order and I would recommend that we
proceed with getting the projects permitted so that they can be
done before high water. The snowpack water content is about 130%
of normal, and so we could be looking at another runoff like last
year.
Relative to the structure above No Problem Bridge, as we
talked about in the field, it may need to extend further than you
planned up the right bank. This would depend on how far
downstream of the pipe the structure needs to be to give Kenny
room to operate. Of course, the usual recommendations apply- -
minimize release of fines and avoid riparian damage.
Thanks for the opportunity to comment and to assist in the
construction.
Sincerely,
Alan Czenkusch
Aquatic Habitat Biologist
cc: Cote, Langlois (DOW)
�spg GonsolidafedcSanlfa/ion 2sfricf
565 North Mill Street
Aspen, Colorado 81611
Tele. (970) 925 -3601 FAX #(970) 925 -2537
Sy Kelly • Chairman \. Michael Kelly
Albert Bishop • Treas. Frank Loushin
Louis Popish • Secy. Q S Bruce Matherly, Mgr.
MEMORANDUM
TO: David Michaelson
FROM: Tom Bracewell
DATE: April 3, 1996
SUBJECT: ACSD Insubstantial Stream Margin Review
Dear David,
Please find enclosed a letter from Allan Czenkusch of the
Colorado DOW in which he comments on our project and a copy of the
U.S. Army Corps of Engineers permit for your file. Thanks for your
assistance!
Sinc ely
r'(
Thomas R. Bracewell ,
Collection Systems Superintendent
EPA Awards of Excellence
1976 • 1986 • 1990
Regional and National
State of Colorado
DIVISION OF WILDLIFE
Department of Natural Resources
March 6, 1996
Mr Tom Bracewell
Aspen Consolidated Sanitation District
565 N Mill St
Aspen, Colorado 81611
Dear Tom
I have reviewed the permit package you sent -- the two grade
control structures on the Roaring Fork. The site visit yesterday
was helpful also.
Everything seems in order and I would recommend that we
proceed with getting the projects permitted so that they can be
done before high water. The snowpack water content is about 130%
of normal, and so we could be looking at another runoff like last
year.
Relative to the structure above No Problem Bridge, as we
talked about in the field, it may need to extend further than you
planned up the right bank. This would depend on how far
downstream of the pipe the structure needs to be to give Kenny
room to operate. Of course, the usual recommendations apply- -
minimize release of fines and avoid riparian damage.
Thanks for the opportunity to comment and to assist in the
construction.
Sincerely, nc
Alan Czenkusch
Aquatic Habitat Biologist
cc: Cote, Langlois (DOW)
sy4T Op
��" °°/gqgq,a,F %.,..., DEPARTMENT OF THE ARMY
0.�-;;,..-1 U.S. ARMY ENGINEER DISTRICT, SACRAMENTO
W ��^ CORPS OF ENGINEERS
1325,1 STREET
� ox ! ° REPLY TO
4 SACRAMENTO, CALIFORNIA 95814 -2922
nso�� ATTENTION OF
March 15, 1996
Regulatory Branch (199675115)
Mr. Thomas R. Bracewell
Collection Systems Superintendent.
Aspen Consolidated Sanitation District
656 North Mill Street
Aspen, Colorado 81611
— Dear Mr. Bracewell:
I am responding to your written request dated February 15,
1996, which we received on March 11, 1996, for a Department of
the Army permit to construct two drop structures for grade
control and to discharge dredged material to cover an exposed
sewer line with 12" of river rock, The project is located near
Neale Avenue and at Oklahoma Flats in the Roaring Fork River,
Pitkin County, Aspen, Colorado.
The Chief of Engineers has issued nationwide general permit
number 3 which authorizes the discharge of dredged or fill
material for maintenance of certain structures or fills in waters
of the United States. You may recover the exposed sewer line
with dredged material as described in your written request, under
this authority provided the work meets the conditions listed on
the enclosed information sheets. You must prosecute the work in
a timely manner which also minimizes the release of fines to the
maximum extent practicable. You may not use this opportunity for
instream work to do other work which has not been specifically
authorized by the Corps of Engineers.
We are authorizing your two proposed drop structures under
regional general permit number GP037 (copy enclosed). You must
comply with the terms and conditions of this permit. We
especially direct your attention to pages 5 and 6 of the permit
concerning drop structures.
These two permit verifications will be valid for a period
of two years from the date of this letter unless the nationwide
permit or regional general permit are modified, reissued, or
revoked. You should contact this office if work will extend
beyond this date.
•'t e a, -***,
f .
We have assigned number 199675115 to your project. Please
refer to this number in any correspondence with this office. If
you have any questions, please contact Mr. Mike Claffey of this
office at telephone number (970) 243 -1199.
Sincerely,
12 C - # ---e-...\ V V\r ---------
(' ady i cNur
Northwe Colorado
. atory Office
402 Rood Avenue, Room 142
Grand Junction, Colorado 81501 - 2563
Enclosures
Copies Furnished:
Ms. Sarah Fowler, U.S. Environmental Protection Agency, SEPR -EP,
999 18th Street, Suite 500, Denver, Colorado 80202 -2466
Mr. Keith Rose, U,S. Fish and Wildlife Service, 764 Horizon
Drive, South Annex A, Grand Junction, Colorado 81506
Mr. Paul von Guerard, Subdistrict Chief, U.S. Geological Survey,
402 Rood Avenue, Room 223, Grand Junction, Colorado 81501
Mr. Robert Caskey, Colorado Division of Wildlife, 711 Independent
Avenue, Grand Junction, Colorado 81501
Pitkin County, 506 East Main Street, Aspen,Colorado 81611
NATIONWIDE PERMIT 3
MAINTENANCE
(Sections 10 & 404)
The corps of Engineers has issued a nationwide general permit for
the repair, rehabilitation, or replacement of any previously
authorised, currently serviceable, structure or fill, or of any
currently serviceable structure or fill authorised by 33 CFR
330.3 provided that the structure or fill has not been put to
uses specified or contemplated for it in the original permit, or
the most recently authorized modification. Minor deviations in
the structure's configuration or filled area including those due
to changes in materials, construction techniques, or current
construction codes or safety standards which are necessary to
make repair, rehabilitation, or replacement are permitted
provided the environmental impacts resulting from such repair,
rehabilitation, or replacement are minimal. Currently
serviceable means usable as is or with some maintenance, but not
so degraded as to essentially require reconstruction. This
nationwide permit authorises the repair, rehabilitation, or
replacement of those structures destroyed by storms, floods, fire
or other discrete events, provided the repair, rehabilitation, or
replacement is commenced or under contract to commence within two
years of the date of their destruction or damage. In cases of
catastrophic events, such as hurricanes or tornadoes, this two
year limit may be waived by the District Engineer, provided the
permittee can demonstrate funding, contract, or other similar
delays. maintenance dredging and beach restoration are not
authorized by this nationwide permit.
A. GENERAL CONDITIONS. The following general conditions must be
followed in order for any authorization by a nationwide permit to
be valid:
1. No activity may cause more than a minimal adverse effect
on navigation.
2. Any structure or fill authorized shall be properly
maintained, including maintenance to ensure public safety.
3. Appropriate erosion and siltation controls must be used
and maintained in effective operating condition during
construction, and all exposed soil and other fills must be
permanently stabilized at the earliest practicable date.
4. No activity may substantially disrupt the movement of
those species of aquatic life indigenous to the waterbody,
including those species which normally migrate through the area,
unless the activity's primary purpose is to impound water.
5. Heavy equipment working in wetlands must be placed on
mats or other measures must be taken to minimize soil
disturbance.
6. The activity must comply with any regional conditions
which may have been added by the Division Engineer (see 33 CFR
330.4(e)) and any case specific conditions added by the Corps.
•
[14 ubli ist otic e
US Army Corps
of Engineers
Sacramento District Public Notice No. GP 037 Date: 6 January 1992
1325 J Street
Sacramento. CA 95814 In Reply Refer to the above Comments Due by: N/A
Public Notice No.
REGIONAL GENERAL PERMIT NUMBER GP037
STREAM STABILIZATION
WESTERN COLORADO
TO WHOM IT MAY CONCERN:
The District Engineer, Um S. Army, Corps of Engineers, Sacramento
District, has reissued Regional General Permit (RGP) number GP037
which authorizes certain limited discharges of dredged and fill
material associated with stream stabilization in western
Colorado. Please refer to the enclosed copy of the RGP. This
permit is issued under the authorities of Section 404 of the
Clean Water Act and Section 10 of the Rivers and Harbors Act of
1899.
Reissuance of this RGP was based upon an evaluation of the
0 potential individual and cumulative impacts of the regulated
activities. Comments received in response to a public notice on
this proposal were considered in this evaluation. The Sacramento
District concluded that reissuance of the RGP complies with
Environmental Protection Agency Section 404(b)(1) Guidelines for
evaluating discharges of dredged or fill material in waters of
the United States and is not contrary to the public interest. .
The activities authorized by this RGP are similar in nature and
similar in their impact upon water quality and the aquatic
environment, will have only minimal adverse effects when
performed separately, and will have only minimal cumulative
adverse effects on water quality and the aquatic environment.
Please give special attention to the notification and approval
procedures, terms, conditions and restrictions of the RGP.
ANYONE PROPOSING TO PERFORM WORK AUTHORIZED UNDER THIS RGP MUST
OBTAIN APPROVAL FROM 771E CORPS OF ENGINEERS, SACRAMENTO DISTRICT
PRIOR TO BEGINNING WORK.
For more information and further assistance, please write or call
the Western Colorado Regulatory Office, U. S. Army, Corps of
Engineers, Sacramento District, 402 Rood Avenue, Room 142, Grand
Junction, Colorado 81501 -2563. The telephone number is (303)
243 -1199.
0
Laurence R. Sadoff
Colonel, Corps of En
• • • • 4 • •
• •
• •
• •
* •
• •
• •
• X 4
• 1n w N •
• C4 CO • 'i
• 41 Z 0 w •
• 41 N a • CO
• Z U W I • n
• 0 0 la .--1 V • 07 CO
• • W M l • 4 .-I 0 0000
• X at .4 • W 1V
• 0.01 • I • 41 • 0000
• 0 41 H 4 w• N w 0
• Z 41 N n • '1'i CO
• y H W Z n
• 0. o X X 4
• X Z H 0 ... 4 on
• 0 W N fu w• at
• 0 M'4 • H
• U 0.1 4
0'
* i 1 0 0 0 U • � 0 0000
• 0 0 • ri
• 0 0I • 0 0 o .nn
• • X M • 0070f
• o 0Q> • 1•nr
• •710 4 0 O
* 0 m w 0 0
4 pp7 0
* 4 7G W
• • • 4 • • • 07
Z 0 0 0 0 0
X 0 01.1011
N n 0
X X 0
X X X 47 0 .•1 ..-1 N
X X X H 3 •0
x X >4 0
X XX n
Q..
0 0000
- X 0 • OOV1-
x o 410 nv
x 1n 'i0010
. x 0 1n nrn
x
L n
Z
X >4 M N
— >4 X H Z 0 0 000
X X H .a
X x 0 > • 00100
X x Z g N o v o
X x 0 'i'i'iN
xXX 0
CI
X X N y
X X x 0 0 H 0
X X X M • N 0 0 0 0
■11 X XX X X X 04 on 00O
\l OR n w nw
L x X X X X X X 0 , •-1 n n n
X H
X o 0 C 0
. X XX X 0 0 H H
• • ,� 0 0 W' ••I 0 0 0 0
• • X N P4 n 0 V 1 'i
• 04 .4 OT 1n 0.
4 n * P4 N 41 .Y
• 0• N g X X O
• 'i • • • 1•. 0 H
• •. • •
4 N * •
W H
• ri 4 • • 10 01
4 • 4 • 01 0 4• 0000
• • 4 • PO N 01 1111 0
• n • • • .] h. • n w O CO
• 41 N * • • KSU •• N wnv
• .7 .-1 Z • • CO • • • 6P40 •-1 'I m00
• H a H * • 07 • X0 • > 0 r nr
4 W X F• * 1.7 N 4 Co O N Z
• 0 71 • * H 014 a Inv 44
* X * 4 Cr. n4 XN n.1 Z
• 0. T 4 CO • 0 ri 4 p7 Z
w E n 4 •. 4 (11 • f • H H > p
4 0 N 0 0 0 0
• 0 a • 0 4 0* X H H • •••.
• 4 H• 'i • 67 14 H0 r01n
• w .. 0 • .. 40 4 >40 'i 1n CO
• X N 0• N * 4 4 ZZ M N 'i••1
* 0 • '1 • ri 4 W •• 4 0 0 0 N 0
* 10 0 '1 • • U . Z
• • X v * • * VI N * Iw I O * 0 H
• H 4 4 X v* H H 71 H
4 Q W 4 * pp17 4 Xy• H X 0 •.■ 0 0 0
* 3 0 H* n 4H 4 4 ' -.oC K o
• 0 4* m * 4 0Z01-• 0 • •.4N01X
* N •.4 0* H * 3 C 4 X H'1 IA CO 0 v w a v
• 1 03 • 0 • 04 W N000
• 0 H Z• 0 • N ./4 U nrr
• 44 71 0• .•i 4 1 is 4 H
• m > X• 'i 4 0 14 4
• 4 • 07 0 •
*•••• 4* • m * H F F H h >Z X 0 CO 0
n 0443
N
•
N
w
e
O 0000 0000 000 4 000000 000000 0 0000
.
• • • • • • • • • • • • a • • • • • • • • • • • • • • • • •
O O o NO O Y1 O ONO OO N 11N o YI000 0 '00 VI
O t.1 n r at qnb .102 O ti I C NC 0300
.--1 ,-I CU n r1 N l'1 NI+IYI N1'1 Yf 'l HI
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 at at N 0 0 CO 0 O N 0 CO O O b CO CO 0 O o in 02 0 0 co O b N O 1/413 0 0 0 b b n n r 0 11 0 0 0 0 0 01 0 01 0
CO 0 CO CO CO CO CO CO 0 0 m m CO CO CO CO CO N
r-r-r- r- r- r- 0 nn nnr nnr-
0 0000 0000 00000 000000 0 00000 00000
• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •
0 O b co Vl O N O O O O O Yl 0 0 0 0 C'1 0 41 O O Y1 in
el O in o 0 0 O O N 1/1 0 in
01 NN dlm CO NNb gN Ill gN
.1 etc d' • - • N 1.1 V• ri In N Yl N 1'1 d' 1.1
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 O
• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •
o n N N 0 0 O b 0 n Vat CO 0 0 0 CO 03 b b 0 0 CO N. CO 0 0 0 0 0 CO
.1 03 Vl b t-1b10 x0 V' nbr 0 b 000 co at 00
.1 02 0 03 01 CO CO m O m 0 03 03 CO CO CO M 0 CO CO 0000
r-r-n r-0 1 N. r-0 0r- r-0 r- rr- rnn
0 0000 0000 00000 000000 000000 00000
• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •
O o o N O 0 r1 0 0 O O n n n O O O Yl 0 0 0 0 0 0 0 0 0 0 o n n
V. CO .1.1 Del 0 b.1 we el ? 0000 0 001.1 O V'03 V•
.i elN CO C l.l'1Nat V' tiNgn V CU el • N el
0 0000 0000 00000 00,0000 0w10000 100000
at
O O at 0 •• O N o b . . O O b CO b o O b O O V o 0 O 0 CO b 0 O b b b et' m in V1 V1 b .1 N b r m O • 0 n n m O m 0 r 0 in 0 0 0 at
r- 0 0 0 0 0 O m m - 0 r 0 0 0 0 0 N0000 n N N N
rrr I •-• nnnr co r- r- rn r- rr-
m
r
0 0000 0000 00000 0 01.10000 (•10000
at
O 0000 0000 0 NN01 1'1
CO Y1 1 . YI 10 100 Y. 111 CA co 1l1N0 0
('1 .1 .1 '1 WI N. .1b CO •-I .1 1 C1PNgm V• 0 b or 00•T rat N n .1
ry •'1 10 N N N 1.1 1.1 r- N (•1 •T N 0 N 1'1 ter r r
co
1
r
O 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 n 0 O N 0
O a
O 0110 • N .110 VIO OV'n N. CO 010 oNNN n0003O • 0 O1fl m
b q co rm t•1 0 00 0 0310 030 O 00 0 CO 1.1 co • n at co Oat
co 0 U1 0 CO 0 0 c10000 O 0000 N m CO 0 CO 02 0
n rm nnr- nrrn nrrn rnn rnn
r
m
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 CO 0 0 0 0
o CO o
• • • • • • • • • • • • • • • • • • • • • • • • • • •
CO n 0 0 n N O O O 01 0 N O N • 01 0 0 o n n b 0 0 0 0 N • n 0 CO 0
0 r1 OV• H 03 .1 H Or- N at eN N bar- .r bb
N H •-1 10 N 1.1 N N 1.I •cr N el n N
•••
0 N O O O 0 0 0 0 •-10 O O O 0 0 0 0 0 0 0 0 0 0 0 0 of 0 0 N O
in O
n 1-10N01 NONO 0200020 at MO OV•00 go .001110. 01 • n 0 Oa
VI el. � b n O. V 0 b r- O O b 0 03 H NI 0 0 0 co C 0 co 0 0 a 0 0
CO .1000 .1003 03 . coOm U r1 0030302 N 0100301 •
N n n r r r r n r r n o r r r r r r n n n n r
.1
ti
- 0: .1 CCF: •10:0:0: HgC4gg .1rv0:0 gg •102 0;X0X V.
U % U U O X O O U X 0 0 0 U X X O U O U X DV O U O O z x C7 t7 O
/.r •-1
VI V
0 0
N 0 0 0 0 01 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 0 0 0 0 0 W
• • • • • • • • • • • • • • • • • • • • • • • • • •
000000N000 000 0000 000 V10
co 0 T CO T O.0' bT .1 0 0 1 nC C NN
CO 0 0O 11 N N N HN 0'I
n n n n
0 O o 0 O. O V 000000 0 0 0 0 0 0 0 0 0 0 0 0 0
.0 ..•• . . . . ••... as
• 00 V1 HNNO3 0b 00 01 0 00N0 00V0 W67
111 00100'01 0001 Trl 0.-I H01N
CO 00 00 000 CO ON 0O1 01001 •Yi
CO Nn r- r nn n n nn nnn 554y
r PI 0 El 0
Z
a 0 067
0 0 0 0 01 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0000.1e000 0000 000 0 00000 0
y101 ON 01 01 el M101.10 .O C H 1.1 ti0 0 ZH
00.400' NV N H HNN CA
gi H0
O H6
0 0000r40000000 O O O O O O O O 0 0 0 0 0
0 0000C1 00010 0Y101 0 00%00
0 0 ON n 010% 10.'40001.-1 I.10 o 0010 0• 0.Z
N CO 001.1 T 0007 0100• 001 1.101001 00E0
n r.0 l'... N rrr 0'n n0' nnr ODS
H
0 0 0 0 01 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CO 0C ZZ
O t000HY1 V b0O1000 oo41Y1 0000 ocONY1 �0.'
✓ in 01 T 0101 V 111 T TO NelN 01.10 TNT 0 IC X
00 00V HV N N H r1H HN
Nn N. N.
0
0
. .
O 0000010000000 1.1000 1.1000 00000 W %H
• • • • • • • • • • • • • • • • • • • • • • •
T Y 1 N o V H in 10 N 0 N N h N V 0 V 0 O N CO N N
1.1 V 01 01 0 01 O T O P CO 0 T 0 V 01 0 CO 0 01 0 Q H 0 O
0 CO CO H O T 0 CO 0 N co T 0 0 0 T T 0
N. 0' r r r r r n r n N. r• 0 n n n .a7
0
0.0 H
0
3 4 X
o 0 01 0 0 t 1 9 0 0 9 9 9 9 H O o 0 H O O o 00900
• • • • • • • • • • • • • • • • • • • • • • • • •
O O H O O V O YI N O N 00000
0 0010 r- Y1
T TH.O TO 0 0N00r 0H T nHT NNn Y1
003 0001 T H1+1 H N HN
n • N r r CO a
H 0 0 0
00I $
10 00000. V o 0 0 V. • 0 0 Coo 0 0
0 0 0
N OH 0 H0 V0 00V010 •0 00 00 • 00 ON •O OOO
10 HT 030 00 00 0 1.1 0 0 CO H N HO
r- 0 0304010300 N T T T O N r- T T a
0'r n0' 0000 n0' n 0' nn M 0
Z ( U .77
U 01DQ
0 0
10 h
10 000000000000 H000 H000 .40000
• • • • • • • • • • • • • • • • • • • • 0 • • • • • 0
H T o o C H o V O O o 0 0 0 0 0 0 0 N •. 0 0 N N H
H T TOT O n 0 .O H N H n •• H 0' V• • 4 0 a
^ ^H nn H 11 H . N , el 01 N 0.00�
001. X X
0 0000010000.000 H H 0 0 H 0 0 0 0 0 0 0 0
H 10001 • 10 V • 1 000 • N0C 01 �OCNT 01 0 0
✓ H N T CO H O H 0 T T V• H O V H 0l H • N H T H Z M O H
H 0 0 01 01 01 0 0 0 H T T H 01 O Uu H T T 0 0 Z
IN N. (nr nn nn 0r - O nn r 0 Nd W
re .4 .4 O
0
- 0 H N H H H H H H C 0 0 0 Z H a a V H 0 0 U • 0 0 0 a Z XXXXIM0X70000 U 2X00 ZX0 V H ZX000 0. H
teak
in
P4
4
I34
as
01 RI
00 0 0OH1 001001 g
0 0 CO a O O 10 N O O H CO Z Z F
aX 4T
O0Nr 01 N10 In NN WI al 0110 F 0
0 0 .•1 0 u1NCH 10 V N 1 1 03
00.-101 00 N 00 a 401 0w
n n nn rr
0000. On 0 I N W 001 ❑
o • O N 0. 0 0. 0. 0 10 to Z H
. 0 • • 0 H 3
r0 mV • 1 o0 0
•o• 44 m . N 4 m� O F w F
n r n
0000 1U H00 nano
0. 0 0 H• 0 0 n • 0 0 • • o . r .-4 • 10 . o • N Z
0 mp3V
.4
1
N 000 n.'100 Co n • 00
• in HI H • • ti 0 • H O CO Z
H • FF •-I .. • 0• pp 0 T Z C4 0
0
y 97 C X H
0200 w a r 1 0 0 O N 0
P r • o 0 ••• 0. • 0 �• CO • 00 HI T
N 01 • g 0. co • to n • S V V UI co ul
N CO 0. CO N w 4 X H
n CO r n
01f0 F 0 I.1ON o .Ioa •7
P NO CO • 0,0 • 00 . 07 H
0.•H • U H • r1 • ill i .7 ZF
0 4 34XH
r
w
0
0 •010 0 0.1410 v •m0 on IK
• m •N H • 0 •a •H •0 30101 CO
a H H 0 0 N H N P H CO >4 H 0 0 0
O 0 a m° a s V 0 >X
n 0 n 00101
w 3w
01 0 0 0
0 0.-1 • Z X H N1n • 0 N0 • z 1 . V
O •NP > 2 H u r pI >4 �W .m > w 44 w 2 •
r1 000 H 2 0 10a0H (•/ [s ❑ � v100•a 2 0 H0 0 T J S U Ill CO C4
00. z w ON Z ZnN � Z � y ❑ aS 0 U >X
✓ 3 Z n w 0 0.• 0 0 0 N
F 4 >i U F WS 4 0
N 0 a 01 • w W •"I N N O a ••
• H 1 • w 0 •"•
> o • n o a > H •n0 W 2.0 • Ho C Z •• 0 •.7
= • t 4 1 41 0 Z • a • 0 H F • N •O 0 HF N F al Ca
N ran.+ 3 S 0 nae1 0010.01010. X FZO. H 0.000
U . ❑ U a0 ❑ a Z0 COI >X
O O O [y w 0 0 0 w al
C
. o 0 - H co N ❑ Z 0 0 S 4 •I 0 Ia p.1
•40000 H ❑ T H 0000 NEHOOi N CO C In
a0 .001 a H 0 Z 0 •001 aHFO •ow a 0 01F 01 0 0
.4 .1 0• a .4 > • 0 • 10 H Z H O O • a H 0 H F z 01
• O N H >
•0 10 01 44 •O n 0rLG U 0 0
OHn H 0 ❑ S 3 .1n 0 ZSU Nn 0 0 No•U O (0 0(40
n z a n O Z a n • Z a n 0 Z ri
> U H 0 V1 0 .'1 X 0 .4 0 N n 1
O r
2 w 0 b 0 • O 0 w CO 0 N 0 w 0 CO T N
• U CO N N n n CO H r 0 n 10 1O n
LI f { n n n • n n • n n n in
N
U
4
a
a
w
O O n N 0 0 0 N 0 0 CO 0 0 O 10 1' .Y•
001' I.1 00N01 0001.1 OOnb
0 ono N 0 0h 1' 0001.1 010101' m
•01000 nnnn nn C01 001'0 1
0 0 N N CO CO N n 0 CO N n CO CO N a
nn nn nn n
WI 01 01' 000 n g N O N N P10n
31 • 0 01 0. 0 0. 0 1' n• N CO 0
• n •0 •q • 0
n0 0 01 N n •y 1'n 0
1001 I0O N 0 0 n a
CO CO ON O 0
n n n n
1' vI 00 CO 000 10 1'00 ••1 10 00
1' •00 • •O0 0 •00 • •00
• 01 0 • • • •010 • •n0 •
In N • N • 1'N • 10 N •
a
S
• g o 0 o CO 0 0 0 P1 0 0 0 0 0 0
O •0 I.1 •0 1' •0 0 •m
• 0N • '0 N • • 01 0
N10 • 0 01 1 0 • 0 • - 1 n • Nel •
n in N >
0
1' I.1
n CO
0 CO
n n
n00 On 0 0 1'N Ob 11 N
1IAN
N
n .1' n •1' 1' •0N CO •1'.'1
• 00 1 •1'10 1 •1'O •1'0
1'h • U 10 • V N0 • 1'N • 14 ▪ N
CO a CO N 03 CO N at CO m W
N W n W n n
x x
O 1' o o £ 0 0 0 0 0 CO 0 01 0 at 0 n
O •0N 0 •0N 0 •0 0 •0N 'Y.
• 00 0 •n0 0 •010 • a
N • n 1' • I.1 n • 01 • R1
CO
In • 3
n CO
0 m
n n
n i V11fl • at al n• 1' V N • 1' 0 10 •
n •,00 1 I.1 •N0 1 0 •m0 01 •00 m
• 0f .10 0 • N • 1' 0 .1.1 •O •01 .0 3
NhN31 a p1 1' .in a ••n04 nr .4101'04 H
CO • ~ a &I 0 a s co N a El CO 0 n co N 0
n R1 CO 13 N W n n
NZ
Z 3 07 Z
Nn0 • Z UU qn0 . 0 Z 1'bm • Z 1'lflq •
n •01 10 a H I.1 •010 H 0 •NO 0 H 01 • rIO a
• N . •-• 0 CO W . N •1' . 0 )1 •N .10 0 '>1 •N •01 P7
N1'N 0 H 0 (J ONq•-in in 0 0.41'1' .n m
n O N 3 1' r- m N a m N N • a q 0 N 3
0n p7 ON Z Z CN Z N Z CO r1 0
n O 0 CO N n 0 W N n 4 N a Z v1
a 54 m F a in E. O
'-IN0 • Z 20 . N 2 1 4
1'n • 1 p1 41'004 • CO
n • 1 0 0 {W�7Sm •qo a ,0o •mo �j C II.m •040 •• 0
• N • N 0 F HE+ • n • 1' 0 > 1 HH • O • O 0 1 HE. •10 •I11 N H
Ino rf1' 0 4H p1 N Z' U0.tom N N 0.1' UO•ng N CI
N
H Z 0 0 H W0 01 0 0 M 0 0
O a . m 7 IA O W a 0 .7 00 W CO
o III IS 1 •t 0 Z III . o I.� S 4 1 00 0
!
00 I.1 4 a4H00N10 1' 0 4 22M0010.4 1n m M O0n (I N
0 •On 1' FCF0 •0 0 1' 0 FI H0 .00 1' U HEI •01.1 01 0
N 0 • N N Z 0 O 0x • N ZH •10 N Z H00 •10 54 Z ta
• 0 0
N el N 0 Z N . U n n .+ 0 0 0 Z041•31 . Z U v1 n . O Z
1'n 0 Z 1' n 0 Z 1'n 0 1 Z 1' n 0 N N
N • 0 O '001 • 0 NI 0 In0N g 0 N 1004 . N
N n 001 04 {y 0 n ON F4 0 ON
0 n b 10 n 0 n n N n V CO n N n
•• n 01 nn f n n n n 01 n nn
PI
b
4 .
O.
14
A Z .1 •
4b ON H el 00 ul 0 0 0 ' 0
m F ❑ 0 • bb NYl NNNH
I b Z .1u1 000 V O 0001 No
it U) Rt R70 00 N 00 rl
m nn n
N
0
❑ ICI
❑ • 0 V 0O el el O10
H 3 ❑ m v .4 01 o • • 01 n • o' •
g 4 Z a V• C7 m r+' N H 001
E WE Wm n 0:) to CO
m h 0-
n
0
U C1
N • O O O O N N O O
0 {+] 01 •00 • m •OOO
.1 Z m m N • H n •
> Z V Enn an n
.l
' 1 ❑
H 40 n 0 0 4 •+• m . 0 3 N (010 •
m Z R v H 41 N 131 131 •rv0 •1-el
a0 Xo m ( ER N a IKN reel • N' •
4x O in n Dy m 0.' Ila
F
0
W ❑ • Vl In 0 O to 01 0 01
O 04 0 01 m • V r • RR el
= O 0 Z 0 1� O � u1 0 O • •-I O
V Z❑ 3 R g R 1 G N ON Os CI
4X01 m W a m m m
W M 4 r r
❑ 01 01
F �E-1 C • 0 .O V 01100
0 p a 0 m 0 m o O N
0 0.103 V ' Z V •0 X n • • 0 • H
4X01 3 0 r+ 0 4 0) N
N
Z a m
4 0
M v
F R1 0 ▪ a in • mom •
C Z o ❑ C n o•' in n• r o • 0000 WO p ( H 0 - Yl 1 0 • N • C •r1 •N
W 0 0
0 0 0 01 • 1 H N N x 113 01 N N
p; A ❑ H tl P1 0 0 rI
aS m 0 x m 0 0 0) a ww 00
x .0 bZ
Pi 0 3 p1
N Z 0 b 0 01 ulr • Z U U 00 '03 •
0 H 4 M 0 Id' • H u l 0 01 01 01 n• r - 0 0
m Ol b in > = HI • m • ' 0 61 P. • N . n o >4
1U N C S V a • m 9 V 41 n N0 r• mH yy ❑ 61 b m NN el 0
0> X U m 1 4 U 3 0 r1 4 Z 14 ❑a Xnn • R
j. m
co m Z CO W b b W ll1 ER in
n F p >4 0 an N Ob
• 1 > H p CU O 4 010 •-I . > 1 H Li 0
CO CO m g in 0 0 Z a m i ' % 0 F H F m H N
000 0 • X 0 [4 U ' 01' 61 Z 14 abNNN 61 U H
044 X N 0 01 3 01 •l V 4H V w
d >x p1 x 0 W m C p l V l n oo PI 10 .1 a oo P.
o W Z 0 ❑ ry ri z 4 .7 n o Z
0❑
A b 61 1 H 4 O a co X 10 4 24 Q IC E o 61 m o ' • 0 p Z o o • on ' U F OFO •on 'H a
O .1 O rob > IC m y 10 0 0 • N el p 0414 ~ o • N ~ H 8
H4 .7 h4.+ m 3 b In a ' 0n o 0 00 04 11•0 .+ OX O
0 F b H X Z b g m ' n 0 1 Z ' n 0 1 Z ••
0 0 0 H N b a n . 0 • l b n 0 el • > U In • - I
0. CO f m r ° , m C W U 0 ° n b l r o in ' •� ' 21 PI
b 10 • b n n 0 0• n n n n V • n
4
H
N
0
Z
W
p
O
a
a X n
i. m
a On
ww n
X X o O C n O O N a m
ZZ [r OO (se N OOrl l0
m m F 0 0 a V�Or 0001 n m
1 I m Z co a N 0 O O CO Vl 0 •
a C m 47 nn 1 r C N
I a
p x n
m Z I 0 •00 0 •0 vi Z
Col 3 4 3 Za • . •-I av r cp t
O E W F co r n W r n - . •
.
41 a
a n
I
03 o a 0100 4
0
0 • 0o m •oo
• 00 n0
a0 E0 ran • vn • m
m> 3U . 3 7 0
n
O
NO.00 m M
H N •0 n •0 F
0 C0 NID • Nn~ C
s 4 X H o as
m
H n
C4
co- Poo or+ Nn0N
N •
= •VI 0 00
5V V 0a • O H
re •
R74 X H a a M n
n r m
cp m
U n
. 4
X a o r+o n o rov Cu
o •o o • m C
V a Z 4 r • •bO • m • X X
3 rtXH a ?C n £ S
V 4 n Z 3 E
0 .^I o • r • V • 0 1 F.
m C a• a 0 n• n ul 0 3 X
M 0 y 0 0 nm N van rl n • )1 Z Z
U a 01> X ON n a 0 •
s s Z WW 33 3
8 w n 3 t ppW 33 33
oa • rNN • O W WR7 aa
a a • nra r • vol ul a • W 3 3 as H
4 = • m • m >4 • e • a W P C 3 3 as H
CO CZ S V Cn U W O V ann it 3 3 as a4 M M H •
O OI >X X 01 cm o rl ~ DI g. C H r 4s H
in Wm N 0 m a "p"p in 1
0 m 0 H n a H H
/t r-1 • H rt
O O r n s • • O 0. I-1
•Z a m a • a0 W yn • n in I-40000000000000000
E 4 0 CO 01 H • m • m HH •m •a X >4 a en 04 00 0 p • of aN U PIIfl0 V n 10 H
0 00 >X 0 WD a • 00000000000
O O O O 000000
O m H m V u1 lfl Vl O Vf ul V1 o g l(f O
0 .4 m Z EU
00 .- 1•- INNIr1 rIV V�YI in NO IOnn
O M
i m X H 0 0 CO n 0 0
O w Ho 'o n vHHO 'oul W a ZO 0 0
Z X H00 •O r+ZHOO •m OZ •• N
O Z O C ' O 1 H C 'O N pp 0 H0 •
kl Ha Unn .-1 O X Umn •r a 0 H y p ri ai
VI pHm 0 r 1 • Z a Orri • W HH ,` re r+
CU 4 n a r m i r 0 . 4
n ♦ I-- r) a a w
41.4. -
m
P7
U
G
AI
2
2
2
2
2
2
2
2222222
M
M
WM 3
M 3
W 3
P1 3
M 3 3
22
2222 N 33 a 00H
22 Pi P7 •3 • • • • 4 H • •
X 2 2
EX P7 N 3 3 3 3 3 a a H H
2 2 2 2 s H
W 3 a H
2 2 P1 3 H
22 Pa 3 aH
2 2 2 P1 33 H
3 3 O H
2 N 3 3 40 a a H
2 3 a H HH
2 P13 a a H
P7 3 a H
2
2 M 3 3 . H H H
2 P1 3 H
3 a aa H
• 2 R1 N• 3 •• a • H H
2 3 a H
2 PI 3 H
N 3 a H
Pi 3 a H
P7 3 a H
P7 3 a H
P1 3 a H
X 3 aa H
W 3 a1-1 J-1 H
33 •• a a H H
P7 P7 a• H
-1 H
3 3 3 a a H H
a H
00 H
a H
A H
H H
H
0
N
CO
H
000U 0 0 0 0 •
N
H
• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •
000000000000000000000000000000000000000000000000
ON0 YI O0 O Y1 O YlO Yl 0 O Yl O Ill 0000100000 N O I(10 O 0WO YlO 0tO W 0IO - O
0 H
W 0M0OHNNMM00 0110 010 1�N0001 Olo O H N
HNMM O 00140011001NH 000OH HN
HHHHHHHHHH H HHHHHNN N NNNNNNNNNN N N NNN N0 0 O V)PIPI PI PI
01
O 00 0 00 O 0 0 01
0 '.40 0 0 0 H 0 o 8
N NM • 010 b N O O
O • • O O V V' O O H
H H H H H H H H H
‘1100,
0 r- M I0 1.1 V OI 01 • el CO
X 01 V' 0 el 01 N 10 IN 01 0 0
1
O V el N N 01 01 N r PI N H
• N 0 CO 0 01 ri 0 V 01 0 01
N V el PI N el 01 V N P1 N
01
411 N 10 P1 10 IN n 111 N P1 10
m 0 41 V' 0 N r1 0 N P1 •0 e1
O
YI ‘Co 0 in In 01 r el r 0 10
01 py' r-1 O Y1 V P1 V1 r N 4-1 N el W
e1 R P1 111 CO P1 PI N N 111 P1 P1 P1 0
N 0.
r1
el P1 CO 0 0 in ON r 0 01 N
01 r el 01 m N N el r re e1
9
01 0 0 0 01 el N N V 0 N N el
01 > N r1 e1 el r1 N el N ei
F
8
r1
r1
o O N 01 10 e1 P1 r1 n CO P1
O CO 01 01 10 r O 01 in PI PI P1 N
• V 10 V b e1 10 10 V 10 01 CO
O O b b r N N O P1 111 N e1 N
✓ '1 el el el e1 .-1 4-1 el el
W
X
PI F
VI
Z N O V CO 01 O V in N b r N
O A ON el V r r V 0 CO r e1 .•l
O 0 N r 10 V 10 N O. e CO O IN
0 X W 01 01 10 n r 0 01 01 01 O O
'i O CO CO 0 0 0 CO CO CO 0 P m
F 0 n n n n n r• n n r r r
N
W P• O O el O1 a V O 0 o r
O 3 O 0 10 r PI 0 01 O PI 01 r CO
04 M V V1 N V N e1 10 r • V
X O1 0 r n 0 01 CO A O a
V m m m CO m m CO CO m k
✓ r r n r r r r r
❑
N
O el 0 H 01 V V N Oil 0 r
„ O r1 0 r n O 01 In n 01 r ❑
0 V V 121 N V e1 e1 PI 10 r V 3
07 3 0 01 0 r r 0 01 N 01 01 O W
✓ V Co m m m m CO CO CO CO CO 01 O
.0 n n r r r n n n r r P• F
m
CO
0 0 0 0 0 0 0 0 0 0 0
O o 0 0 0 0 0 0 0 0 0 N
0 •
07 0 0 0 0 O 0 0 0 0 0 0 0
F 0 0 0 0 0 0 0 0 0 0 0 W
4 r of en P1 P1 en el el el PI el 1-1
O P1 tel P1 P'1 P1 P1 P1 PI PI P1 P1 ❑
N
❑
z
H 0 0 0 0 0 0 0 0 0 0 0
Z 0 0 0 0 0 0 01 V 0 0 0 X
X Z
W X r 01 0 r CO N V V 0 N 01
17 V V b 1 0 10 r 0 CO 01 01 01 W
{� m m m 0 0 0 0 0 0 0 0 N
O P• n r P• r r r n P• P• n ❑
Z
O 0 0 0 0 0 0 0 0 0 0 0
1.4 H 0 0 0 0 0 r P1 0 01 0 0 0 g
# # 0 W m CO CO M
# 4 I n r n ❑
# 4 0
# # 0
# # 0
# 4 X 0 0 0 0 0 0 0 0 0 0 0
# 4 V ❑ 0 0 0 0 n P1 0 O1 0 0 0 el
* # 0 w
* w • 0 . n m 0 s
• l -4 011 * F In W Co n n 0 V
• W 01 # W r1 e1
* o r1 6i it l w l m 1 9
4 01 A# V w 0 0 0 0 0 0 0 0 0 0 0 •• 0 61
le p7 .* 4 0 el ¢I m 0 0 0 0 0 0 0 0 0 0 0 CO 0 1.7 J1
# 0 # 0 .0 0 I 1 1 0 0 0 N 0 1n 10 or 0 F 01
# X 4 PI F Q el P1 r V I0 O1 V P1 0 01 N P1 F
# X N # ... F S . - I 01 PI PI v1 N P1 e1 1 o f
1
# 0 • # X
# .# 0
• X V# M ❑ Z 0 0 0 0 0 0 0 0 0 0 0 0 Z
• 0 # X w 0 0 0 0 0 0 0 0 0 0 0 0 1a 0
* 1..
* �z X Z e1 N 0 e1 0 0 0 0 e1 0 0 1 n O X z
4 3 C# CO [ I '' w : l e N N m v 1n 10 10 P• CO E W W
# O # 4 >t 0 1-1 V1
• N +1 # el e1 •-I e1 el H el el el e1 N O
•
# V N* 1 CO N N
# ▪ # z 0 (0 0 0
/1. Fr, e1
0
M
W
U
4 .
a
o o 0 0 0 0 0 0 0 0 0 W W
o o 0 0 0 0 0 0 0 0 0 U U • • Z Z
in i n N • 0 • • • I n 0 4 in
.4 co n n• 2 a v n m a a
rl P n n n N n
W w
4-3 w
n n A a n el r- 0 .o 0 n F >4 2 H 2 H
n n .n m W e CO a e o n a 0 0 a
o • • to • • • • • • • 0 p x q ON 0 0
m N n 0 a 0 n .o r- m n 0 4 W 4 0 0
M a N . - 1 g U g PO
❑ MGI Mm ❑
O O 0 0 0 0 0 0 0 0 0 N ❑ 0 ❑ M 0 ❑ Cu O ❑ 0 ❑ 0 2
o o 0 0 0 0 0 0 0 0 0 E M g p1 U F N U E !Ng M W 4
O z D a❑ D a❑ D Z =2 0
U1M NNW Ulm W NW rW
O 40 41 p 4 4
DE 4 N N Z
2 EN ENF E. EH P x
o n m N CO n 0 0 n n CO 0 N u 0.214 0.214 N u N u U
O 0 ' N .o •o a 'O CO OW MO; N'-44 WM4 MW MW
~ W
❑
N a • y .c o .y N .� W ❑
.o .7 7 OZ 02
a ❑ 2 ❑a ❑
,77 0. 4 KZ 4a -
4 4174 4E 4E 4
>>4 U D 0 1-4 0 p H 02 U O > > p 4 �
> EH E E EH H H E H D
O O 0 0 0 0 0 0 0 0 0
2 H Z H O H O H Z H Z 2
o o O O O O O 0 O O O 0 U 2 00.C4 0 0. P 1 01 02 U
M .4.4 M-.4 _.r.• M.4 MM M
N
k l 1 1 1 1 1 1 1 1 1 NI 1 1 1
W W W W
0 . . 1. 7 47 . 4. 7 . 7 OOP WNW W W W
7 . 7 . 7 . 4 .4 4
03 .4 0 M 0. V n• in 2 O n 2 M M M MMM M M M M M M M M
O .+ 0 n n 0 at in n a n W W W W WW W W W WW WW a
N • C- .4 n 40 0 4C a
a 0 • n Nell aCK OLa' A;P: A:
n n to n n CO 01 01 01 01 0 M a a s aaa aaa N a NA. a
2 2 2 m 2 2 2 2 40 CO a 0
N n N n N n N N N n n co
a 0 00 000 0 0 0 00 00 0
CO CO 0 00 000 0 0 0 00 00 0
n N 00 NN.4 000 00 00 0
0 0 0 0 0 0 0 0 0 0 0 ❑
0 0 0 0 0 0 0 0 0 0 0 CO 2 .4 NN NNN nnn VC n %U
- 4 a v v c • v aa v s.e a s •
0
• 0 0 0 0 0 0 • • • 0 '1 N N .4.4.1 .4.4.4 .4 H NN 1 .1
0 0 0 0 0 0 0 O O O O N N
n n n n n in n n in n n .4 a'
n n n n n n in n n n in 0
O
2 1 00 111 111 00 00 0
0 0 0 0 0 0 0 0 0 0 0 2 22 222 222 22 22 2
0 0 0 0 0 0 0 0 0 0 0 W U 0 0 000 0 0 0 00 0 0 0
M N 0 14 0 0 0 0 N 0 0 in 0 CO COW WWW WWW M W NM W
04 NN CO W 0I NNN NN NN N
.4 M N N n e n b b n CO F N
PP a `* a a <• • 4n • e v U 0 22 222 222 22 22 0
' ' " ' ` ' •� •' •1 1-1 •4 O 2 00 000 0 0 0 00 00 2
M M M M MMM MMM M M M M M
M 2 P P PPP F F F E E P E 2
D 44 444 444 44 44
u
• • • It • • • it r • M 00 UUU UUU 00 00 3
', CO, ,,,.
•
0 3
U
Kpp77 W
SZ
W5
M 61
OHO 00 W r1 0
I I" N Z 4 mM
Ail ` 4U 4U
D M H
FHE FH MN
0.ZE 0.0 0.0
OS 0 0a MM
N N N
aaqq is ads
F M F HH FN
XI0 HZ M CH
U0.N OZ US
'1 .i m mm mm
INN NI 111 XN
aaa as as
H H H H H 1 - 4 1- 1
NNN NN NN
000 00 00
axx xx xx
aaa NN as
000 00 00
000 00 00
Mr1.1 00 00
I Ww rr 00
vwv vs va
_ m_ MM MM
000 11 00
ZZZ ZZ ZZ
UUU 0 0 U U
MMr4 Mfg MN
N N ( 0 1 1 1 IOW
ZZZ ZZ MM
000 00 00
H H H
1-11-1 H H
FEF FF HE
DDD DD DD
444 44 44
UUU UU UU
\y/
y 4
y 4
t 4
t 4
1 t
t 4
1 0 4
f at r 4 H
4 W Z o e 4 In
y 0 W y' s ..
1 U W 1 4
N 1C 4 W CO
f
tU'U'N.1Vt 0 0 000
s ZZO'oo* 4 o Out
f W N N 41 H< 4 H m
N 4.0
1 it at H t 'i •-■
4 0 Ha too
t Z W H'ns
Y N H W Z r 4 N
• 0.S • Z EL E-I 0 .* at
t 0W VI41C1 E U
4 V U 0 . a 4 O 0 0 0 0
t SIN Z lR "'4 N 0 00•N
* O V F. * n. 0,
▪ W K OO 1 4 0 ao
0 N N
4 • a N H 4
O
1 N o at> 4 0 0
s ^ y •T. •x o4 • fC
• ' Q 4 W
f
« t `1 W 0 0 a
Z 0 ono
0 r4 VI
CO
4 H
.\ X X x co a W 0
_ x X X y 01 e
X E r
co
X X X r
x xxX 0 000
0 0 0o*di
eWI �
w' x
0 N m m
X a H n n
X
X
r
x
v
y N Z 0 O O 0 O
Xx xx a �" o om0
X X E Z HIHH
T X x 0
X O
X x X x X X F
01 0
S x N
x x 4 0 0
>4 x O o [q 1.1 o00
>4 x
X >4 x O . ! ooe
x 0 0•O0
s X > >XXXX m 0 Hmm
E r• r F-
4
- 7 XXXXXXX
X Z 0
g? 0 F
c1 X X >>4 >>4> 0 0 C H o00
* 4 4 4 4 4 4 4 s t* — . 4 . ' N N O V1
i H 4 O O• f•1
* r a 7
4 t 0 S W N N
* V t W O
N * N 0 •
1 CO s 4 y • a W 4 O
4 0* t 4
E a in w N
t "* 4 f H 0 d" ' o00
1 (.11 y Z 0 0 • • •
y H 4 y WNH VI VI r1V0
* *
• •
.7 V' N CO 1/40 V1
s * y « 4 m X V •• > H m CO
t vl 4 t W O H n
W�• > n
4 .. H E+ :.. H 4 Z J w o r • 0
r1 Y N
t N at t 0 E
4 0 H E * 4 0 H t D 7 Z 1 .� Z
• PC s v1 t C •
>c 400Z H 000
s 4 >1 • N t 4 A* H E H 0 ..
• W X v1t m m
* U at* 0 o;w H 0 E ,-I cn
t 0 Et )42 00 V .• 4
• W — E 1 r1 t 4 •.f 4
O N 0 d N G. 4 N« rl t k• N 4 w .Z f.1 w E Z 1
• P 7 H
* co •G H 4 f VI 'a •
Z N 44
4 • 4 W e 4 4 4 ' v4 H 4 ' . i �77 I H X E4�� m 100
f F * * W 1 •C4MOrt CC H rat •
s 4 W 4
• a f OZZOE U 0 .4 1/40 d'
s 3 C F at 4 3 Cf Ie 4 HHN S H COm
t o 4 t U y O •
r r
# N H (21 4 o t N +1 y I.4 * . N 4 V 41 t
# H •
• 4 W N 'C i .1 .4
> C * * 7 4 H N V 1 < Y1 el y X 0 0
* 4 0
t t E EE+E
t
. # • < H
N
PI
00 0000 0000 0000 w 00 000000 000000
Inc 0 el 0 0 0000 00100 00100 0000.0.0 000000
O 0 1`1 0 N Ol 0% ul l0 01 Ill 10 el OI r4 el V •-1 V
N •-1 rl 111 .•N el 1'1 N4•1 N0VN N (110
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0000 0 0 0 0 0 0 0 0 0 0 0 0
00 00. 01N 0000 ONOO 0N0133 0010000 00100300
rr^ ^lora rra
o V V lO IO IO r r r CO CO CO
O N CO CO CO CO N CO CO CO N 03 0 CO N 0 CO
N rrr N rnr nrn ^ ^ ^^ ^ ^^
00 0000 0000 00000 00000 000000 00
(1 O 0 10 0 10 O N O O 0 0 0 Inc, 000100 000 01010 0 0 10 10 0 0
0 O1NN V CO el V ONN V 0% 100%0 1'100
N rlN V rl (11.111 N (1V
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 0 0 0 0 0 0 0 0 0 0 0 0 0 0
N 0 10 N N O N O b O 10 V 01 0 O 0 V 01 CO 0 10 0 CO 0• lO 0 0 0 r 0 O
V el01I1 el 1010 NN0(10% ^br 01 Ol -10 ^03 10 rrrr
CO .-1000 Oi 03 CO 4,0000 0000 0000 (1 000
N N NN NN rrNN rrrr rrrr rrr
00 0000 0000 00000 00000 000000 000000
00 00NO 0.100 00111011 110101010 000000 000000
0 V m •..l el 0 (1O 10 el V 0 e el V01•l 1.1 rOr0 0 004
N r-i el 0.1 O V (1tiN(1 V elN(1 • rl (1 (110 V N(1 V
00 0000 0000 00000 001100 00000 040000
n 0 0C\rV 0N0. 0 010010• 101001 V 10'000VV 0
V 01111 0 .1r N r0 4, • 0rr0 000x0
CO 0 CO CO x 0 CO •0030303C0 0000 .00000 «.10000
N NNN NN NNNN NNNN r r rrr
N
00 0000 0000 00000 00000 0 0(10000
rl0 0000 00300 0011110 01111 u1 10 010 0000 0r1111AI10 •
Ol V %0 Nrl lO mrl N t'1 11 V 100%0 N V N0% V •001101.1 r0 V x01
el 01 el el rl n10 N NN(1 N NN(1 (1 V N(1 V C1 CO N(1
N r
CO
r
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 0 0 0 0 0 0 0 0 0 0 0 0 0 0
O. • .i0V OVNVN
03 0 N O V CO V N 10 0 0 N N N 10 O O m V 0
V b 01 47 10 10 (1 x 10 0 0 010 r CO 0 CO ID N CO 0 01 r r CO (1 01 r 0
0 0 CO 0 0 CO CO CO 0110030303 «.10000 (1 02030103 N CO CO CO
N^ r m^ r N N N r N N N r r^ 1• r r r r r
r
10
N
O O 0 0 0 0 0 0 0 0 O O O O O O O O O O 0 0 0 0 0 0 0 0 0 0 0 0
• O • • CO • • • • • •
eV CO 100010 NO 00 - CO N CO
ON00 0 010000 OOO 01011 - 0000.0
00 el l O V l CO 0x1 el •• 00 N Ol V N
rlN el el 10 N (1 NN(1 NM.1. N (110
el
0 0 10 0 0 0 0 0 0 0 N 0 0 0 0 10 10 0 10 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0110 .-1x1001 NONO N00N0 AT N001N0 0100.00 1
• 10 V 1 0 0 10 V m 10 r V O lO r 0 H 10 0 10 n CO V 0 r r CO V O r CO ON
0O rI000 rl0mm ..1 0 -101000 rl 0000 el 010300
n ^ n N r n n^ r^ r N r1 r r r r r r r r r r r r
N
1:4 C0 MC0gW ., re g - laa0iit rla0ia0: rINK•aaa riNalKd'a
O O XOt] V XO' O V XOO V O ' XEILIOLD XXO' O ' O ' O ' X X O L I O L I
/... ^w.
. Nino'
en
Ca
0
V
O O O O O N O O O O N O O O O O O O Q O O O O O O O O O o O O O O O
a
0 0 N N N N O O O O •N N 0 0 10 01 0 O O O N O 0 N 0 0 0 0 O O N N
N 00 0 TCO 0 T T V T1.1 00 00 n V V N
N 1.1 CO 0 CO CO 1.1 N (•1 PI N N N
n IN nr
0 0 0 0 0 0 0 0 0 T 0 V• 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
.
OO10N0 • 000 N 10NOObO10O OONO ONO OONO OO•erT
00.0 N T T 01O%01 00 0% r-1 TN 01N NOT
OCT CO 00 00 000 001 CO 0% 0T T
n rr 0 nn nn nnr nn nn n n nr
n
0 0 0 • 0 0 0 0 0 N T 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
• • • • • • • • • • • • • • • • • • • • • . . . • • • • • • • •
O O O N N 0 0 0 0 • 1 1 . 4 0 . 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 O O N N O O O O
0T N 0 T T0NNT N y. 10r 10 V N T1 N
N C0031-1030 N V. N N N N N
IN IN IN IN
0 0 0 0 0 0 0 0 0 0 01 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •
00000 0 N000•0 0 00010 N 0,10 00NO 0010 0
T T T T N Tr T n T Cr 10 N CO CO T N m T O T O 0 T 0 T N O
01 CO CO CO N 0 CO CO 1.1 T 0 0 CO T N CO T 0 T 0 T 1.1 T T
r nn n nn rr r nn nn nn r - r - nn
0 0 0 0 0 0 0000100000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •
0 0 0 N N 0 N 0 CO N N q'10 ONO 0 0 O o N N N N N O N 0 0 O N O N
O T O T d' TT T TT V N T TO 01 1•1N I.I r - al 0 T NT
N 1.1 00 O0V Na} N N N N in N N
nn r
10000 0 0NO1.1010000000 1.1000 000 1.1000 0000
• • • • • • • • • • • • . . . • . • • • • • • • • • • • • • • •
0 1010b T NNOTTNNbNO10NN NN NN N Vr0 O 000
N T CO T 1.1 W T N T T O T O T CO T 0 .T T O T O n T T CO N O
01 CO CO CO 0 00,400,000 N 0 T CO T CO 0 N T T
nnn IN nr rr n nn n r nn nr
F•f 0 0 0 0 O 00'00N9900000 N 0 0 0 0 0 0 N 0 0 0 0 0 0 0
• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •
0 N CO O 0 0 , 1 0 0 • 0 • 0 0 N 0 0 1 / 1 0 0 01 0 0 N O N N N O O O CO
CO N N N T T N 10 T T 1.1 O N CO O r CO N T CO N T IN N T N N IN
1•I 0 T CO O01 T N f.f N N N N
N N IN IN r
NOONO 1 0 000 00-4 000 Tr 0 0 .1.000 000 •OOO VeOOO
Q O O O
001010 N 0.4 0401' 1'00•N0 •0100 000 •0010 •000
• NT OT 10 N01010100000S0 TIOO 0100 NOT NNN
CO CO CO 0,0 0303.1•010300% T T T T T CO N T T
n nr nn nn nr r IN nn r r n
N
N
CO 0 0 0 0 N O 0 O 1.1 T 0 0 0 0 0 0 O N 0 0 0 0 0 0 4 0 0 0 .4 0 0 0
O CO N
• N 0 CO 0 N T O O 0l N 0 01 0 0 0 0 O 0 O O O O O O O N N O N rl
N b N 01010010 rOCI N N N N r N n
N ONN 0T .--1 CI 1.1 N N N
nr IN 1.• N
0 0 0 01 0 0 0000N0000•00 N N 0 0 N 0 0 r4000 0 0 0 0
0 N O
• NO TN N TOO T 10 VT OOOO OO 01 T •OO 10 00 rOO •0 TN
d ' 0 0 T C N N T CO N O N CO T T E ? N O p N 0 -I. 01 T T N N
N T CO CO N CO CO N T T CO 0 CO I-1 N T T N T T N T CO N T T
rnn nn rnnnr O a• t•-• n n n
N
•
N
UN 4 C5 a7 N V rr 4 0.t r4 4 g V e44 UNC10
Z x U U U 1A x x o 0 0 0 0 0 U U V 0 Z400 x V 0 Z X 0 0 Z<00
soork el r.,
. v r
•
1I
U
o Q
0
N
n
o W • CO
14 14
o PI 01
N
Z . .Z. OO WI 00n 0Ob W
N
n Z • Q N CO W
00
• 00 W N 00••103
17101 E0 O010 NNWIII NNNn
1 1 b Z NNHO ul N O 1010 N10
14174m w m0•-1N 00 N 00 •
Nn nn nn
0
0 0 00 0n 01n010 N1O 001
CO m ZH 0 •On 0 •01.1 0 • 0 10
N N H 3 • 1n
0 g a g X CL 1� • • O N 4 o • 0 . 0 1
O E W F m n m1 me
n n IN
o 0000 b•-100 N a0o
O •00 H •00 n •00
O • 0 • •HO 14 0 •
•y 4 r- H • brl •
n x> 3 O v
H
N 000 1 1.1.100 0.00
E CO •0 0 0 •o CO •0
0 CO Z • N H H • .1 H • H H
O CO 0 H • E • b• 0•
VI 9 �G X H C Y G .
N
0 00• 311 •.1 0N0•
01 .a 0 H •a or •a.1
9 • n 0 • •030
U U 1001 . n 0 • 10(•1 •
0 0UZ 0 in el 2 nn 10
W 4 X H m CO 0
N n 01 N n
0 14
0
n
muloo F 0 . 0N 0 111014
X O• m Ile O. CO 0.
14 01 H •NO •010 • 00 0
CO0.1 aH • 0 • 0 H • •1 •
tO 3 4 X H m 4
0 n
W
o 0
o
N mmN • 01 0H• • 0144
N 0: 0. 14 0 0 0• WI 0 10• CO 0
•
30 00 • • P •N H •m •• • 1 •0
010 00 HH CO ON H N0 H0
CO CO 0 •> Z m 7 • m . o i
n 0 n
0
TO
O 0 O
o m m H • Z Z H N 1.1 • O N 0 •
n 0 M 0 O • N Q 0 > H r1 b • •-• WI
00M0 1.1 •arH 0 CO ba CO el cg 3 U 14 • 1n N H WI m {L•. p1
UOl >X nn �!4 U co Zr z Z TO TA
in O N H .4 0
m >1 0 4
N 0 1 014 • (Q HI • H 0• n •
a •• 0 14 > 0 • •no 1Y. • H • n0 W9w • H0
N n Em mm 0 • N •v1 O Z •a •0 H •N •o
H a000 TO n•nH 3 X 0 na 00 03 NN
0p >X U 0 0 U WG
00 0 W 9 010 1�.]1 0 0
H H N 0 'y a Z U O q H
o N H00 H 0 9 H 0000 N 1 -1000N CO •
•
01 01 0 CO a0 •001 • H U Z o •00 • HEO •010 •
CO E Z TO O. HH0 •a H > NO •b HZH00 •• H
m 0 O H •O b M > •O b HC • n
n O W H.-7 0 Hn H 0 0 to 3 Hn o OXON o 0
H m 0 E 0 O. 1 Za o Z • in 0 Z a m o Z
H 0 > 0 H • U n H N H • U In o ff • U
x Z 0 o1 b 0 0 MmN w
s a 0 03 0 N n n 0 H n 0
O • U« • in n n • n n •
H o A rt eels.
en
W
0
0
a
a
i
as
WW
X OOmW 000'. 0003 el
Z Z E O O'. m in I n H m 0 0 N O
4 4 4 0 . . . . • • • • • • • •
T TE❑ 0a VI aa.+ 00'n er
1 1 0 2 w w CO 0 w w CO ON n n n n
a c4 W 0 0 el NI 00.-IN 00N
N N Nr nN
❑ 0a0'. el a0 No0
0 Z H m• 0 a 0• 0 N .l • O W
0 H3 •n •n •0
04Za r0 0r1 0a
a 3 a O w a w H W a
0 El W E 0 0 H 0
n n n
'. m 00 w in00 '.000
'. • o0 0 • 00 '. •00
a 0 a 0 • • • a 0 • • •
•]Z mei • H • H •
I > 3
'. a 0 0 H 0 0 0 0 CO 0 0
E O• O a• O m• O
CO Z • O .i • el .i • vl el
0 CO 0 N • .i0 • 0 N • 0
0 4 x H n m
'. m
n •
0 0
n n
in to en at V• o.r 0n0a
n •'. w • n • .
T • en 0 • W 0 1 • N 0
SVVV V•Il • en en • U wN • U
W 4X0 co N co N .7 O la
✓ r W n W
X >4
O'. 0 0 O N O O 0 CO 0 0
X 4 O • 0 N0 • CO N 0• 0 N
.7 0 H • CO 0 • CO 0 O • m 0 O
W H 4 X N• m '. • m
• n •
3 W x H en '.
r 0
0 0
n r
.i 0 Vl • 0.1. n1 • ON m r •
a CO r • in 0 n • m en 1 m • N N 11 CI
> I H 0 0 0 N a n N m > 1 m m m C >• '. H m m =
U X X X 1-7 n H 0 r m E 0 n N E
.7X 001 >x 0 .7X 0 .7 r7X 0 a
N Z n N Z n W y Z n W
CO U W 0 W H V W a H
2 -V .lino • .0 00.+ • X . V am0 • Z Z
H 4 H 4 n• ON 0 . A H N• a 1 n 4 H m• a V l H
> W Cu W T • •N W W •w • O W [• .H •m > 0 >l
= 0 H❑ O T T U Ni a H No o H❑ m - - WHO., H N T 0
OU
[[�� MOWN-0H WW
Z
MVP U 0 1 >X m l 0 •l H 3VW WZL 3 4 1 E co N H Z W
4 ❑ a 0 10 r ❑ a O n 1 ❑ a O n 4 1 Z
Wy7 a CO N r� a a ❑ pa a 0 = ❑ W
E E aZ4 0 WZ4 Z WZ4 co E Z 0
W X 0 nN0 • X 0n'. • $ $O a '.w . p7 H
C WET •• 0 .7 n •wO W ZTN •01n tr7 ZTm •avl C a
O 91-1P m HOMO • N • H H H E • W • W H H E • m • m 0 CO H
Z HZa .+ .000 'nom'. EZavl '. ❑ m 0 1ZgWNm Z 07 0
N14014 .7
4HW W r+ 4HW H
a Za ❑d > Z❑ H X0 0 H a
W a 002 ..] 0 o K T el 0 ] . ] W T a
Z
La 4aa�
NI PC oo T 4 0 Z l4 Z
4 X 4 H o O O.la N X 4 H 0 0 1 l W m X 4 H O O Y l W • 0
U 14 0 E a 0 W o •o '.EOE+o • o w '. 1 110140 •00 '. U H
0 11 E 2 fa a. .yo • •w •H 0 FIN •a el 01100 •H ,1 www Z
> O CO C ( J 0 Z O • 0 H 0 X X • 0 N 0 0 X X • O N > 0 H
O NN V O W 11.7 Nm .'1 ON a ONm el 0 Z Na Umm H 0 0 Z Z
H a 0114 U1 '.m 0 Z '.m 0 Z am 0 Z
H Yl m 0 N •1 Uinm OH U 0 in en OH 0 rl O m
o co at N W CO a N W n 0 a N W O n 0
m w w r 0 W W n a m w ea n a m m r1
m m m m • m m m • m m m m 11 m m n
H
.41100 _,
w
M
u
4
a
W N Z •
o P
O co 0 X X 00104 w
o
O O m M 4 4 4 N O O n . m N W "-'
m m M•-I R7 317 F 0 10 10 10 07 0 • 3
nnma 1 I0Z mmao .l In
m mrlrl .1 01 PI mm H PI CO
nn nn CO
n
0
❑ in
ON NON ❑ ICI r O n
O a O.r N H 3 1 •0• • 307 .1 a •
• n0 4
.4 gga 0 H
m 0
u-1 1.1 P7 CO
CO N O F0 l CO 1 C
n n m
n
0
✓ a
in v O o H w O O 0 •
0 •o • ° •n0 • 0 N a
M o
• w N • In CO CO
n
<N • C >30 CO •
•-1
d• 1 ❑
O M O 0 0 Os CI 0 n le •
a • 0 F o . 0 0 O 4 a
• N.9 3A Z •010 6. 0 V H Q N CO 01
Hn • 0 01' NM • c y � 1 ! a F 0. N N � N 5 4 X. " n V7
F
P.
0 rl
•r • O b Ill M M N O PI ❑ •
d. vc meo 0 0 y q Z O p 0 M 0
CO N 00=0 a N 3 X G P7 N
Co P1 4 x H n v7 w P al
.71 p 0 pq
0.0 a X 4 0 • m. M 1 0 n a 0 0
• 01 0 .1 CO H • N O 0 a 01 9 n
n • yaZE N 1 a 0 U 11 a N
34 X H 3AM UU 4 b 01
0
P. m
m N
VwH • el. 0w • H C1 0
0 •m 0 vl a a •o 10 ❑ C 1�
• M • 0 3 CO 00 • C ' 4 0 PI X 1-4 17 0 n
HnN V• H 000 .1 w.TN .1 • W m P H N
co 0o x m 0 0 El m
n n H 0 A d
O 0 a
N m 0 0 N
v wln • Z V'Ina • H Z Z 0
0 • N O N O H a • r9 0 O H 4 N 0
• N • w 47 = 0 •> SI . r1 • a 0 w In > 1 •1
0 e a'.M N S 3 t In = U ❑r9 vv.n P. • CO 1 0 N
0 mN.1 3V U 0-7 ' a 010.9 O N • 1 M
CO n N 0 O? X 1 W 0 CO M U *I' 1 V 1
m N S P1 m m S0
In co F U 4 n F ., 1
4 ana • 0 1 PI H v 0 N • Pp,17 .1 ul
90 mo •• 1 .7 a' P.mn •N0 0 a 04 W CO
F • o • o M •6700 Pl 0 HF •w •0 04' u1 0 0
Ai w M N N H 04 0 )-I 0 47 1 U a n a v ill 0• P./
O 0 Li 0 N pp7 3 a
Vp N X00 >x 00 PI N ( 02 0 01 61 3 0 n
0oOw In • • 4 E OOOnM H . • Pi N 0
El •O a 0 PI v U 01 F0 •OM CO 0 a• U 1 0
H 00 •w H 1 0104 H ZH 00 • •0 0 r PI
X • 0 0 V 0 10 > H X • O M , 7 pp t I�� w
U v M .9 0 P1 H a 0 0 Z 0 1n M H ➢ L .1 0 0 Z 3 D m 01
.r M 0 .9 N 0 F In 1 Z Q M 0 H X' 1 a cc m
O H • H > 0 H In O .1 0 U 0 N N N a n
- N 1 P 0 02 01 Al PI r- 0 0 p1 0
n 0 1 17 M H n a fO co m M M 04 Pl
M 0 • M n M 0 N ♦ 0 M 01 0.
n
W
U
a
w
i
as
WW
0000 X 0 NO oONO 00 el in
0 o In V Z Z H O 0 V CO 0 0 H CO 0 0 • N
aaay
1O V N 01 0 0 H 0 N N N H N N 0 Ol V O CO 0
CO CO V 0 1 102 0101NI 0 mm010 01 -1.1
CO CO N 0C4tO W 00 H CO CO H 03 03 H
nn nn NN NN
01.00 0 mr40la .4. -4 bNOr1
O• V m 0 Z H rl •0 V 0 • 0 n 0 • Cr CO
• 0 0 H 3 • H • H • H
H e N Q g a g Z W H 0 m H N n H N H
CO . 0 0 E W F C n m Co 0 m
n n n n
00 N N 00 W 1.1 00100
O •00 0 •00 0 •00 n •00
• 00 • •00 • • 00 00 •
N • 0 2 . e1 • n • P1 •
S > 3 V
o0) oN 010100 0000 100 00
r1 •m H n •0 N •0 1 0 •o
• N {Q 2 •n .y •n•'1 •CO H
H H • 0X0 r1 V • NW • el CO •
N > 4 Z U
xatXH
In 011110 10000. 1001 001 OnOO
CO • V n • V .l V • V • 1.1 • V
•CO 0 0 • H 0 • 01 0 • CO O
V N • xU CO V • 01 r1 • 0n •
ON CO N W 4 X H co N co CM m N N
N n n n
Or10 V 0000 0In00 0m0 rl
0. 0 X 0• O N 0• o N 0. 0
• 00 .30 N n rl • 0,4 •10.1
01 • W O a a N• r1 • N•
3
o1.101 • O0m • mMn • 0mvl •
o • V to CO 0 rl •no r1 •H1.1 0 •10
• N • V 3000 •rl • N •N • • V •n
NN H 0 00 N 1 O NNN N nHr1 0101
01 V a lli Q 0 mr1 0 Co N N cL
•'A ww CO ww CO
m Z m Z
3W 3W
O U 0 m
In Nn • Z -U OVo • .0 0 • Z Vl.lm •
In •H0 0 4 H 0H co • 0 H H •nN 0 > 1O •n0
•m •v 0 W x W W • N •rl W4. •CO • 0 .n •0a
In NO rl 0000 0 H01am NN O H0n ON el g 000
m10H 3 V V •] 3 UW moH 0 r4
Co N V OI >X Z 3EOrI 3UW ON Z CO
n L( 1 0 WW N t o il n 0 Wl a ir O i 0 n
0 E a ca wS EE
Lino t.0 > •• x a a Z O m ' ocS ~o 1 tK (0 ....ln
. m • . T 0 r1 H al al co 0 H H • V • V E i-1 E • m • 0 0 • n .n
m1N W H 13.000 E Z W 10 NN H Zwln H to W 3 elnN
H U � a r1 Q 0 a Z O a Z0 H U 0
0 0 W . 0 .1 1.� 0 r 0 1 .1 0 0 W 0
0o Z C . • V N n it 1:.44 rrI 0 0
r-1 H 000 - 1 10 N x 0 0 M O000 r 1O a 01 F • n x 000H CO
0 • o r 1 0 01 0 W 0 H a l Ho •o r l V H OHO •o V V U o •orn V
00 • V H H 2 a. Q HHO •••0 H H H 0 HN0 • 00 •N H
• O 0 0 X 0 > 0 % x • 0 N 0 CC CO •0 r1 > •O n
10 r1 0
0 O CO H0 x N W Ub el H O N O.Ub..l H 0 x nr1 0 0
en 0 n Z H O0F 0 V rl 0 2 vrl 0 1 Z • 1n 0 Z
H > 0 H H 1.1 PI 0 H • U 0 co 0 H • > 0 H H 0
x W O OmN W aOm x W 0 W
U 0 rl LO lO n 0 10 10 n U 0 r1 0
U 4 rl el r1 el 1 r1 el r) U Y el 4
H �� }
\✓
a
F
N
❑
Z
W
a
0
a
s 1-.
n
Z • O1
Z r
4
o o to n 01
O O o n
F
oomn
0
•
CI CO m en 0
01 01 .4 N H r
r r fK N
1 a
a r
• -1 00 X
N •0b 5
• N 4
r• T V IQ
ar
I-- F n
W H
N a
a n
I
N N O O a
r • O O
• 0 •
PI n n • N
•
5 r
0
CM
0
1 4 01 0 0 H
n •0 E
• •'1 .1 H
N n • 0 CL
U
1 r
O CO
N
F n
a Z
•- 1 • e! 'i Z • •
• H O 5
•
O N 1 n 5
5
r CO
W 0 5
U r 5
O• CO N W 1
e • W 3 55 5 W
e-1 W n 5 W
5 4 5 nn 5 P1W 5
3
O 5 5 W 5 it
r O• -1 W 1 5 5 W 3 • a a M
0 CA • t' m 5 2 0 • � W W 3 W M
aaH
a m 0 fr: r 5 Ca W33 a H
WW n H W 0 SE WW33 a H
0 E Z CO E W W33 as H
TO V 0 W r- 5 PI PI a aa H
5 01 n ° • 0 O 5 W • • WW33 33 asa H • •HH
> W W •e •01 0 -- 3 3 3 as as H H H
x vi 1-4 ❑ WW va nn .7 >.
Z 3 1 N X m CO 4 F M M
3 a a a a H H
❑a•❑
4 r H z n as H
EI El 0 I 0 1 a N a H 0-1
H M til
W E 0 n e n vi 5 W H O V U U U 0 0 U U U U 0 U 0 0 U U U U U
O EHF •r • al 5 P. W
5 EA Z a. MOen al H
O CO • 0) m F N e 0 O V I 0 N 000000000000000000000000
Y f 0 N O N O N O N O U f O 1 f O Y O N 0 N O Y O U Z O
O W
0 E co L) e1.1 N ne e N VI V 1Grr CO CO ON O100• -1e -1 N Nnne
Z a 5 n el •-1 a -1 e-1• -1 •r.+.a el
4 H W u a H
V E 0 01 E -1 o • • e W W 0Z . 0 0
> 0 W a • 0 N W ❑ H 0
= N W U CO n • a E W .• 1 .-1 N
e n 0 H 4 W e e e
.-1 in n O .4 W > .Y e-1 el
0 et CO 1 0 a
n n n n f1 fY W
..
+..••.
w✓
0
V/
H
t.
w m
U O
Q.
H
to
O
F
8
H
0
H
PI
H
❑
0
Z w
X
Z w F
Z uJ
Z H
Z a a
C4
Z • . . . y
N N.
Z H 0
Z x a
E w
Z w
ZZZZXXX o
PI >I
www 3
I4 3
;4 3 5
P1 3 0
P1 3 m
ZZ ww 3
3 aaH Z
Z Z a H H
Z Z Z Z Z Z Z w w 3 3 DI 3 3 • 3 •
.4 • H H • H 0 PI
vl
Z Z Z w w 5 a H H H
ZZZZ Z w w w 3
5 5 a a H
w w 3 3 H 3 a H N
N as aaH H
5
PI 3 a a a H H H M H
PI 3 aa H ❑
Hz
PI w 3 a a a 1
H H H • ww • a • •HH w
w w 3 a HH 3
33 a ❑
3 a H Z
a H
a H z
Cd H a M 0
H
a H H
H U
PI
t t N
it 4 1
• 4 N
IC VI
x x 0
t
4
II 4 0
II
4
t w it n.,
t w 4 0
t a '+ x
x H as it (y
It cav CM it P.
in t 0 H it w
N t (X it a
x o. Tx
0 x 0 • F
o x N Z • .
0000 • • U U U U U U U V • •• * 0 •
• .4 3
'1 • w •-
• x i
0003000000000000 0 0 0 0 000000 0 0 0 00000000 t ' • i
Vf ONO Vf O N O N O V1 0 Y1 0 N O ul O N O Yf O h O Yf O V1 0 ul O v1 0 Yt O in 0 it y .O It 14
- NUI.O.O H 00 Ol Ol 00.-I H NN.'l l•1'l • in in lO t r- CO CO al Q 00 .-III N t •t N
H H H H H H H H H H HNNNNNNNNNNNNNNNNNNNNI •lei I•ll•Im 4 {t; Tr 4 H
t w t w
000 0 00 000 0 a 4 4 F
HNO 0 0 0 HN0 0 H x 3 C 4
8 x 0 t •t
N N 1.1 C Yl.O .O.ON Cl; O i N •1 t
v a' v C V V ...x .x V. H i 1 0 it 1
H IIH H IIH HHH H H it 0 Ii t w
• i a > i 0
x x Z
A.•. •"I rA.
CO h 1.1 '0 .l 1q 0 1.1 01 b rl n V
74 0' d' 0 rl 0 T • - • ' n in 0 N 0
H • • • • • •
O 1 0 rl N 40 0 0 0 N h r1 h 0 Ml
• vl 0 CO 0 CO 0 rl 0 V 01 CO CO 01
N V rl rl N N rl N V' N N M N
01
N N 10 1'1 h 10 n h Yl N 0 • 01
µ ' o V V 0 H N H 0 IN r1 r1 rl 0
p ul 10 o in 10 ul O• h rI n 0 v 0
r4 0 of a h 01 ul h N - 4, 01 .'1 P7
1C 1'1 ul CO 4, /'1 1'1 of N u1 01 1'1 4 1'1 0
Pt
H rl CO 0 H 0 0 IN n CO 0 0 0
O h H 0 at 0 N H 4'1 h h n co
FS •
U O 0 0 H H N r1 V 0 N N 0 r1
•, ..1 rd .-1 1-4 r1 r1 rl r1 41 H -
O 0 N 0 '0 10 H 1'1 •1 n 10 r1 CO
O at 0 10 h 01 O 0 r1 rl 1'1 V r1 r1
Y V b V 10 0 H 10 0 V 10 r1 N 10
0 10 '0 h r1 N N 0 tel ul N r1 n N
NI r1 r1 rl ri r1 4, r1 r1 r1
O V CO u1 0 0 0 0 ul b 10 0 ul
O H V h b n V' CO CO n • rl H
O ul h 0 V ul N N V' V CO 0 0 n
C7 N 0 '0 h n h CO 01 01 01 01 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0
n n h n h n h n n h n n h
n 0 0 H CO 01 V V 0 0 0 0 0 0 0 0 0
0 0 0 10 h h rl 0 0 0 0'1 H 0 h 0 0 0 0
0
M V N N 1'1 V H H 10 h V V N N N
O N V r- n h 0 0 0 0 0 I.1 ri m h
✓ 0 0 0 0 0 0 0 0 0 0 H 0 N
h n h n n n h n h n
0 r1 0 H 0 01 V V 0 CO CO • 01 h 0 0 V
W 0 r1 '0 n h r1 0 01 in 1'1 .1 v n 0 ul 1'1 '0 n
O V 10 in N 1') '0 H H 1'1 '.0 N CO V 3 0 b CO CO
M 0 ul ul N N N 0 01 0 0 0 0 0 04 01 r p 0
t„) 0 0 0 0 0 0 0 0 0 0 0 0 01 8 h h h r- n h n h h n n n h
o 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 O 0 0 0 0 0 0 0 0 0 0 0 O w
O 0 0 0 0 0 0 0 0 0 0 0 0 M
rl rl rl rl rl rl N rl f'1 rl r1 r1 1'1 0
rl rl 01 rl rl r1 rl rl rl rl N r1 rl
o O O O O O O O O O 0 O O O rl 0 N
Z 0 0 0 0 u1 0 0 N V 0 0 0 0 X 0 0 • H
N 0
Z h ON 0 n 0 0 0 0 V' 0 N N 0 N 0 h
.7 V V uJ 10 10 10 n CO CO 0 0 Cr 0
M M
0 0 0 0 0 0 0 0 0 CO 0 CO 0
h h n h n n n h n h h n n 0
o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
o 0 0 0 0 h n 0 ON 0 0 0 0 0. 0 0 0 0
o in .4 0. ^ H
a h CO 01
p7
0 CO 0 0 1
n h h
o O 0 0 0 0 O 0 O O 0 0 0 0 i1 0 H
O 000 0 0 0 0 h n 0 0 0 0 0 0 1.7 0 '
0 1 10 h
• • • • CO • • • • • • 3 iIll 1 V h
4
O (0 0 CO CO 0 U 0 0 0 0
in n n h 0 n n h n
H
H
n H
0 0 0 0 0 0 0 0 0 0 0 0 0 N 0 Al 0 0 0 0
z r4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1.7 0 0 0 0 • r. 2 0 0 0 ul 0 O O N 0 N 0 N •• W C a O 0 0 0
El
0 • •1 rl h 01 b 0 V rl 0 0 1 F 0 0 0 0
0 X 11 0 r1 rl N N rl •1 Z in en F N 01 rl rl
Z El H 0000
E Z 0 0 0 0 O 0 0 0 0 0 0 0 0 H Z 0 0 0 0
O N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 H 0 0 0 0 0
O • 0
a. 0 H N O r1 N 0 0 0 0 H N 0 0 0 Z W 0 N 0 .1 •
✓ W H H N N N rl • ul b CO 10 h 0 F U 0 V V V V
71 0 '0 V' d' T V' T d' Y V' V V • • U H H H H
H H H H H H H H H H H H H O 1
r4
ti H F
I 0 H ' R 4 4
Z 0 f • R R t R t t R k R H Z 0
te. M4
. `/ `4•/
■
o
W
0
4
P.
W
o 0 o 0 o o 0 0 0
W 0
m , o • m o Yl m 01 N
WI a a N m al a f1
el III 0 4 a 4
W w w
W W W F
F >r3 U3 >' 0.
V • m N r- 0 l0 rP m r y W
N 0 V• CO O• . r- CO rP w U
W U go WU
N T 0 r N 01 Yl H O V Z Z ZZ ZZ 4
H a 0 W H r CO m r 4 W ' U 4 U 11 ' yW 7 J1 W
H N N >4 W O W O W m >4 >1 0
iw NUE WUWF N0E Ng 1w H
o 0 0 0 0 0 0 0 0
O O o O O o 0 0 0 O 00 0t1.0 N N 0 t N 0 W V D l W W W 0
W W W W W W H N N W
O 4 440 4 D t 4 D Z 4 7 Z gg 4 40 0 H H Z
4 • NW P1ZW m Z W =Mx MW MW 4
V 00 PZH NZH WZH E0.0 PH V
o H m o o r3 0 r W W W NH4 NH4 WH4 W N N W
O In lP CO u m CO • . • w O 0. OZ lP O Z . W ] OZ Z � W 7 �O N 0 W 0 Hi w 0 H N H 1.0 N a 2 Q 4 �C 4 rl- i U H 1 4 4 Q Z N
5 H Z HO E HOE HO H Z H Z
0 K H N m o W m O 01 H 0 w g H 0
0 O O 0 0 Z U PN U 0.N OWN O Z 0Z U
• H H'1 H4 ei r l 'i H r1 r-1 ,A'V H H H H rl
W e I N 1 1 1 1 1 1 1 I I I N I IN e
• w N M N N W WNW WNW 47. N1 -11 4
• H H H HHH HHH H H H H H H H W
m m 0 v 0 m CO W N W W W W W W W W W W W W W W W W
r m o A N m N lP r 0 0. 1 000 000 000 % X 4 4 C
0 N CO 0 H P 0.0. 0. 0.04 0. 04 04 0.0.04 0.0. 0.0. 0.
in Q H H 1'1 0
0 CO 01 0
m m m CO r CO m r O P. 0 00 000 000 000 00 00 0
N N r N N o 00 Ooo 000 00 0
N W N 0 0 r NNN 0 0 0 0 0 • r•
N P
0 H N N NNN NNN m m m v m W W •
0 0 0 0 • 0 0 0 0 0 Z a TO vVa C V d vase VC V V a
0 0 0 0 0 4 H H H HHH .-4.-4,4 HHH H H H rl
0 0 O O 0 0 O
0 0
0 O O 0 0 0 0 0 O W
em1 0
m m m m m m m m el 0
m m m m m m m m m e N I INN 1 1 1 e e e I N 11 1
W 0 00 000 000 000 00 00 0
0 0 0 0 0 0 0 0 0 Z ZZ ZZZ ZZZ ZZZ ZZ ZZ Z
0 0 0 o a
O o 0 o W O W W W WF w w w U N h 1 W WR W W W
N 0 O 0 0 H N 0 0 T W NN NNW 0)0)01 WON W m W W LP
T V < C V" < O '- < U Z 0 0 00 0 0 000 0 0 0 0 H
H H H ri H H H H H o
•i Z MO MOO D D D DOD DO DO
Z
D ¢ 44 444 444 444 44 44
W 3 0 0 000 U U U U U U 0 0 0 0 3
V
v) N N
V 3 U 3 0 3
wa wa wa
01-40 ONO 01-40
pw� wz yw.� H pw7 MOO
Z W H Z W H Z WOE
mop w W 1 mulew
4 S I N N
7 µIµ77 7
E H H E H H E H EI
W Z H W Z H W Z F
OE Or DE
Va OagHa wa�a FAM
H O E H O H H O H
U N N OWN O W N
•1 ti .1 ri .i M 'i M .1
www www www
aaa aaa aaa
MMM MMM NI--11-4
W W W W W W W W W
000 000 °a °a °x
N 1 3 . 0 4 �.P.0 W W W
000 000 000
000 000 000
.y.y.i NNN 000
' G WWW W W W 03003
../....• ,fl WI.
V
.1 .4 .i ri .i .4 4 .1 r1
111 111 111
000 0 0 0 000
Z Z Z Z Z Z Z Z Z
U00 U00 000
www www www
cacao tONN 000
000 0Z= Z0Z
000 000 000
MI-IM M M M HI-11.1
H FEi H H F FFF
7 7 7 7 7 7 000
0 4 a aaa
U V U U U 0 0 0 U U U U
. \yd •✓