19960933 Ver 1_More Info Received_20080925

T
flPsign
Group
4807-C Koger Blvd.
Greensboro, NC 27407
Phone [phone]
Fax [phone]
ALO -Dots 3
TRANSMITTAL LETTER
Date: September 24, 2008
To:Annette Lucas
N. C. Division of Water Quality
Wetlands/401 Certification Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
Project: Mylan Stormwater Ponds
Greensboro, NC
We Transmit:
( x ) herewith
( ) under separate cover
The Following:
Copies Date
1 September 10, 2008
1 September 5, 2008
1 September 5, 2008
1 September 15, 2008
E Re- V/
SEP 2008
DENR -'AIAT Es! QUAL, I'+
V& V. ID,AQSTt.;(A9;v??fKi"sit2A6?,'
Project No.: 08-009/1)
For Your:
( x ) approval
( ) review & comment
( ) use
Description
Storm Water Plans (to modify existing
approved plan)
Checklist
Wet Detention Basin Supplement (ponds 1 &
2)
Operation & Maintenance Agreement (ponds 1
& 2)
Remarks: We are submitting revised plans for the Mylan Stormwater Pond
modifications project (DWQ #96-0933). These plans address
comments issued by the DWQ in a letter dated August 27, 2008. If
you have any questions or need additional information, please contact
me.
Copies: File
Sue Homewood
Sincerely,
By: Ad., U,h
J. Anthony Lusk, P.E.
Civil Engineer
P:\2008Udylan Stormwater PondsWdminM-24-08 SW plans to Raleigh DWQ.xmt.wpd
Permit Number: 8? to - D CA 3
(to be provided by DWQ)
Drainage Area Number:
Wet Detention Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
? does ® does not incorporate a vegetated filter at the outlet.
This system (check one):
? does ® does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
- Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
- No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
- Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
- If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
- Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month and
within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a
Coastal County). Records of operation and maintenance should be kept in a known set
location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element: Potential problem: How I will remediate the roblem:
The entire BMP Trash/debris is resent. Remove the trash/ debris.
The perimeter of the wet Areas of bare soil and/or Regrade the soil if necessary to
detention basin erosive gullies have formed. remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Vegetation is too short or too Maintain vegetation at a height of
long. approximately six inches.
Form SW401-Wet Detention Basin O&M-Rev.3 Page 1 of 4
Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element: Potential problem: How I will remediate the problem:
The inlet device: pipe or The pipe is clogged. Unclog the pipe. Dispose of the
Swale sediment off-site.
The pipe is cracked or Replace the pipe.
otherwise damaged.
Erosion is occurring in the Regrade the swale if necessary to
swale. smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay Sediment has accumulated to Search for the source of the
a depth greater than the sediment and remedy the problem if
original design depth for possible. Remove the sediment and
sediment storage. dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred. Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present. Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The vegetated shelf Best professional practices Prune according to best professional
show that pruning is needed practices
to maintain optimal plant
health.
Plants are dead, diseased or Determine the source of the
dying. problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Weeds are present. Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spray mi .
The main treatment area Sediment has accumulated to Search for the source of the
a depth greater than the sediment and remedy the problem if
original design sediment possible. Remove the sediment and
storage depth. dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over Consult a professional to remove
50% of the area. and control the algal growth.
Cattails, phragmites or other Remove the plants by wiping them
invasive plants cover 50% of with pesticide (do not spray).
the basin surface.
Form SW401-Wet Detention Basin O&M-Rev.3 Page 2 of 4
Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element: Potential problem: How I will remediate the problem:
The embankment Shrubs have started to grow Remove shrubs immediately.
on the embankment.
Evidence of muskrat or Use traps to remove muskrats and
beaver activity is present. consult a professional to remove
beavers.
A tree has started to grow on Consult a dam safety specialist to
the embankment. remove the tree.
An annual inspection by an Make all needed repairs.
appropriate professional
shows that the embankment
needs repair.
The outlet device Clogging has occurred. Clean out the outlet device. Dispose
of the sediment off-site.
The outlet device is damaged Repair or replace the outlet device.
The receiving water Erosion or other signs of Contact the local NC Division of
damage have occurred at the Water Quality Regional Office, or
outlet. the 401 Oversight Unit at 919-733-
1786.
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads 4 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 4 feet in the forebay, the sediment shall
be removed.
BASIN DIAGRAM
(fill in the blanks)
V Permanent Pool Elevation 752
Sediment Removal .748 P anen Pool
- - - Volume Sediment Removal Elevation 748 Volume
------------------------------ ------------ ------
Bottom Elevatio 747 ft Min.
Sediment Bottom Elevation 747 1-ft Ivyn
Storage Sedimer
Storage
FOREBAY MAIN POND
Form SW401-Wet Detention Basin O&M-Rev.3 Page 3 of 4
Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible parry.
Project name:Mvlan Pharmaceuticals Inc.
BMP drainage area number:
Print name:J.L. Salmon
Title:Director of Distribution
Address:2898 Manufacturers Rd., Greensboro, NC 27401
Phone:[phone]
Signature:
Date:_Q 9 - / - o F
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
a Notary Public for the State of
Mr) e, I— ,? i ,rV1, Co ty of L-u? \ U4 , do hereby certify that
t3 personally appeared before me this _L5_
day of ? and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
?0T ARY
AVgV-
`ORD C?iIP'
SEAL

My commission expires

Form SW401-Wet Detention Basin O&M-Rev.3 Page 4 of 4
????
3
Permit Number: (p ' 00, 413
(to be provided by DWQ)
Drainage Area Number:
Wet Detention Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
? does ® does not incorporate a vegetated filter at the outlet.
This system (check one):
? does ® does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
- Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
- No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
- Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
- If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
- Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month and
within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a
Coastal County). Records of operation and maintenance should be kept in a known set
location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element: Potential problem: How I will remediate the problem:
The entire BMP Trash/debris is resent. Remove the trash/debris.
The perimeter of the wet Areas of bare soil and/or Regrade the soil if necessary to
detention basin erosive gullies have formed. remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Vegetation is too short or too Maintain vegetation at a height of
long. approximately six inches.
Form SW401-Wet Detention Basin O&M-Rev.3 Page 1 of 4
Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element: Potential problem: How I will remediate the problem:
The inlet device: pipe or The pipe is clogged. Unclog the pipe. Dispose of the
Swale sediment off-site.
The pipe is cracked or Replace the pipe.
otherwise damaged.
Erosion is occurring in the Regrade the swale if necessary to
Swale. smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay Sediment has accumulated to Search for the source of the
a depth greater than the sediment and remedy the problem if
original design depth for possible. Remove the sediment and
sediment storage. dispose of it in a location where it
willnot cause impacts to streams or
the BMP.
Erosion has occurred. Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present. Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The vegetated shelf Best professional practices Prune according to best professional
show that pruning is needed practices
to maintain optimal plant
health.
Plants are dead, diseased or Determine the source of the
dying. problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Weeds are present. Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The main treatment area Sediment has accumulated to Search for the source of the
a depth greater than the sediment and remedy the problem if
original design sediment possible. Remove the sediment and
storage depth. dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over Consult a professional to remove
50% of the area. and control the algal growth.
Cattails, phragmites or other Remove the plants by wiping them
invasive plants cover 50% of with pesticide (do not spray).
the basin surface.
Form SW401-Wet Detention Basin O&M-Rev.3 Page 2 of 4
Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element: Potential problem: How I will remediate the problem:
The embankment Shrubs have started to grow Remove shrubs immediately.
on the embankment.
Evidence of muskrat or Use traps to remove muskrats and
beaver activity is present. consult a professional to remove
beavers.
A tree has started to grow on Consult a dam safety specialist to
the embankment. remove the tree.
An annual inspection by an Make all needed repairs.
appropriate professional
shows that the embankment
needs repair.
The outlet device Clogging has occurred. Clean out the outlet device. Dispose
of the sediment off-site.
The outlet device is damaged Repair or replace the outlet device.
The receiving water Erosion or other signs of Contact the local NC Division of
damage have occurred at the Water Quality Regional Office, or
outlet. the 401 Oversight Unit at 919-733-
1786.
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads 3.55 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 3.5 feet in the forebay, the sediment
shall be removed.
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation 738
Sediment Removal .734.5 Pe Anc l
VoSediment Removal Elevation 734.5 Volume
ottom Elevatio 733.5 -ft M------------------------------------------ ----SedBottom Elevation 733.5 1-ft n
Storage Sedimei
Storage
FOREBAY MAIN POND
Form SW401-Wet Detention Basin O&M-Rev.3 Page 3 of 4
Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible parry.
Project name:Mylan Pharmaceuticals Inc.
BMP drainage area number:2
Print name:J.L. Salmon
Title:Director of Distribution
Address:2898 Manufacturers Rd. Greensboro NC 27401
Phone:[phone]
Signature:
Date: o is - o
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
Tin , a Notary Public for the State of
County of do hereby certify that
L._., ?a m:m personally appeared before me this
day of ? w\c& x- 3tL , and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
?pTAl?yoy
AU B'`G
ADRD C?
SEAL
Mir a?NiN??s
My commission expires
Form SW401-Wet Detention Basin O&M-Rev.3 Page 4 of 4
*'r . w.
uac'M .w1w
Permit No. A LV - O q , 3
(to be provided by DWQ)
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
Initials Sheet No.
1A, L C-Ql , U •t g 1. Plans (1" - 50' or larger) of the entire site showing:
Design at ultimate build-out,
Off-site drainage (if applicable),
Delineated drainage basins (include Rational C coefficient per basin),
Basin dimensions,
Pretreatment system,
High flow bypass system,
Maintenance access,
Proposed drainage easement and public right of way (ROW),
Overflow device, and
Boundaries of drainage easement.
??.L C. 2 • t 2. Partial plan (1" = 30' or larger) and details for the wet detention basin showing:
Outlet structure with trash rack or similar,
Maintenance access,
Permanent pool dimensions,
Forebay and main pond with hardened emergency spillway,
Basin cross-section,
Vegetation specification for planting shelf, and -
Filter strip.
3 G C-Z• t 3. Section view of the dry detention basin (1" = 20' or larger) showing:
Side slopes, 3:1 or lower,
Pretreatment and treatment areas, and
Inlet and outlet structures.
7::rkt- C1, 6k, (A .16 4. If the basin is used for sediment and erosion control during construction, clean out of the basin is specified
on the plans prior to use as a wet detention basin.
UICL _SJk L 5. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for forebay,
to verify volume provided.
L CA I k , C1.1 f3 6. A construction sequence that shows how the wet detention basin will be protected from sediment until the
entire drainage area is stabilized.
cdlc.
W& L U I- c kart 7. The supporting calculations.
??lL ? 8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
?Jl)l, 9. A copy of the deed restrictions (if required).
_ 10. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. County
soil maps are not an acceptable source of soils information.
Form SW401-Wet Detention Basin-Rev.4 Part III. Required Items Checklist, Page 1 of 1
Permit No.
(to be provided by DWQ)
D Y UDO y
NCDENR p -
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part Ill) must be printed, filled out and submitted along with all of the required information.
I. PROJECT INFORMATION
Project name Mylan Pharmaceuticals
Contact person Anthony Lusk
Phone number [phone]
Dale 5-Sep-08
Drainage area number 1 (Pond 1)
II. DESIGN INFORMATION
Site Characteristics
Drainage area 558,004.00 ft2
Impervious area 347,173.00 ft'
% impervious 62,22 %
Design rainfall depth 1.00 in
Storage Volume: Non-SR Waters
Minimum volume required 28,347.00 ft3
Volume provided 67,125.00 ft'
Storage Volume: SR Waters
1-yr, 24-hr runoff depth in
Pre-development 1-yr, 24-hr runoff ft3
Post-development 1-yr, 24-hr runoff ft3
Minimum volume required ft3
Volume provided ft3
Peak Flow Calculations
1-yr, 24-hr rainfall depth 2,74 in
Rational C, pre-development (unitless)
Rational C, post-development 0.85 (unitless)
Rainfall intensity: 1-yr, 24-hr storm 0.11 in/hr
Pre-development 1-yr, 24-hr peak flow ft3/sec
Post-development 1-yr, 24-hr peak flow 1.20 ft3/sec
Pre/Post 1-yr, 24-hr peak flow control 1.20 ft3/sec
Basin Elevations
Basin bottom elevation 747.00 ft
Sediment cleanout elevation 748.00 ft
Bottom of shelf elevation 751.50 ft
Permanent pool elevation 752.00 it
SHWT elevation ft
Top of shelf elevation 752.50 ft
Temporary pool elevation 754.00 ft
Form SW401-Wet Detention Basin-Rev 4 Parts I. & 11 Design Summary, Page 1 of 2
Permit No.
(to be provided by DWQ)
II. DESIGN INFORMATION
Volume and Surface Area Calculations
SA/DA ratio 2.50 (unitless)
Surface area at the bottom of shelf 22,451.00 ft2
Volume at the bottom of shelf 60,744.00 ft3
Permanent pool, surface area required 13,950.00 ftz
Permanent pool, surface area provided 24,280.00 ftz OK
Permanent pool volume 73,114.00 ft3
Average depth for SA/DA tables 3.01 ft OK
Surface area at the top of shelf 26,244.00 ftz
Volume at the top of shelf 86,672.00 ft3
Forebay volume 14,850.00 ft3
Forebay % of permanent pool volume 2031 % OK
Temporary pool, surface area provided 32,137.00 ft2
Drawdown Calculations
Treatment volume drawdown time 2.50 days OK
Treatment volume discharge rate 0.31 ft'/s
Pre-development 1-yr, 24-hr discharge ft 3/S
Post-development 1-yr, 24-hr discharge ft3/s
Additional Information
Diameter of orifice (2) 4 in
Design TSS removal 85 %
Basin side slopes 3.00 1 OK
Vegetated shelf slope 10.00 :1 OK
Vegetated shelf width 10.00 ft OK
Length of flowpath to width ratio 3.18 1 OK
Length to width ratio 230 :1 OK
Trash rack for overflow & orifice? y (Y or N) OK
Freeboard provided 2.00 ft OK
Vegetated filter provided? y (Y or N) OK
Recorded drainage easement provided? y (Y or N) OK
Capures all runoff at ultimate build-out? y (Y or N) OK
Drain mechanism for maintenance or emergencies (2)8'
Form SW401-Wet Detention Basin-Rev 4 Parts I & 11 Design Summary, Page 2 of 2
??A
NC ENR
Permit No.
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part III) must be printed. filled out and submitted along with all of the required information

11. PROJECT INFORMATION
Project name Mylan Pharmaceuticals
Contact person Anthony Lusk
Phone number [phone]
Date 5-Sep-08
Drainage area number 2 (Pond 2)
II. DESIGN INFORMATION
Site Characteristics
Drainage area 4,575,106.00 ft2
Impervious area 2,655,374.00 ft2
% impervious 58.04 %
Design rainfall depth 1.00 in
Storage Volume: Non-SR Waters
Minimum volume required 218,216.00 ft3
Volume provided 234,475.00 ft3
Storage Volume: SR Waters
1-yr, 24-hr runoff depth in
Pre-development 1-yr, 24-hr runoff ft3
Post-development 1-yr, 24-hr runoff ft3
Minimum volume required ft3
Volume provided ft3
Peak Flow Calculations
1-yr, 24-hr rainfall depth 2.74 in
Rational C, pre-development (unitless)
Rational C, post-development 0.65 (unitless)
Rainfall intensity: 1-yr, 24-hr storm 0.11 in/hr
Pre-development 1-yr, 24-hr peak flow ft3/sec
Post-development 1-yr, 24-hr peak flow 7.51 ft3/sec
Pre/Post 1-yr, 24-hr peak flow control 7.51 ft3/sec
Basin Elevations
Basin bottom elevation 733.50 ft
Sediment cleanout elevation 734.50 ft
Bottom of shelf elevation 737.50 ft
Permanent pool elevation 738.00 ft
SHWT elevation ft
Top of shelf elevation 738.50 fl
Temporary pool elevation 740.00 ft
(to be provided by DWQ)
Form SW401-Wet Detention Basin-Rev 4 Parts I & 11 Design Summary, Page 1 of 2
Permit No
(to be provided by DWQ)
II. DESIGN INFORMATION
Volume and Surface Area Calculations
SA/DA ratio 2.31 (unitless)
Surface area at the bottom of shelf 101,863.00 ft2
Volume at the bottom of shelf 281,163.00 ft'
Permanent pool, surface area required _
105,685.00 ft'
Permanent pool, surface area provided 109,112.00 ft2 OK
Permanent pool volume 333,907.00 ft3
Average depth for SA/DA tables 3.06 ft OK
Surface area at the top of shelf 116,552.00 ft2
Volume at the top of shelf 390,323.00 ft'
Forebay volume 67,312.00 ft3
Forebay % of permanent pool volume 20.16 % OK
Temporary pool, surface area provided 125,363.00 ft'
Drawdown Calculations
Treatment volume drawdown time 3.80 days OK
Treatment volume discharge rate 0.70 ft3/s
Pre-development 1-yr, 24-hr discharge ft3/s
Post-development 1-yr, 24-hr discharge ft3/s
Additional Information
Diameter of orifice (2)-6 in
Design TSS removal 85 %
Basin side slopes 3.00 :1 OK
Vegetated shelf slope 10.00 :1 OK
Vegetated shelf width 10.00 ft OK
Length of flowpath to width ratio 3.02 :1 OK
Length to width ratio 1.69 1 OK
Trash rack for overflow & orifice? y (Y or N) OK
Freeboard provided 2.00 ft OK
Vegetated filter provided? y (Y or N) OK
Recorded drainage easement provided? y (Y or N) OK
Capures all runoff at ultimate build-out? y (Y or N) OK
Drain mechanism for maintenance or emergencies (2) - 8"
Form SW401-Wet Detention Basin-Rev.4 Parts I. & 11 Design Summary, Page 2 of 2
rn n W D (P
9m ~ wn0 pl D Ol D~ W D~ Of A m 01 D r r DD m rn tnawN-~ W ~0`N taw N-n - 0 W .v -m m s~~ rn m A"DnAp Ap n,pAAADn (11 r D A"-0 3 n NA n1
~Q1 N=11 cc N^Gl m m z A A A p 2 zirrOrl rAOlmrz(l$ r n r m MOM" n (,l i i
,..m Ipm ~ ..r4 im im m im im im qi - -iczr r DriDRFN A 3 mA rr I>.30 ~6 r m m pm -03 z -+~'a is p 3 m man c0 rn n OEM rn r r TI
~pmro c6 6E~ mama ama ~a °_'a aka ,6, o ba aka z sb°_'a ~a ~l9 000 rOi AZA (7 Az-~~rANAAOA~-+ ~z Drn0 0= Z 3( = 0 c mN-+-(O m m -i D c D D n, -n 3 = " -n x A M A"3m z- pnNZm Am N n A-iAiA3(1-Un tn~
m< ° 3Q ran' ¶n _r n¶ C4 ~ 3-cc 6q ~ an®~ m@ alp 3a mp a~ u ~ ~ r Q jog - N A D m7C- T-+ 37C-0 ~ 'p b i Y Ir " N N -rplgo-ori ~a 3m EmADA UIp zD OD XcnW~pmNm
"~'0 0~ ~ X03 nnn~p nn ~c ~n n~ nn n c c c c c r "0@ 00 " n~ WOp3 ap pQ rp Q3 Op Q (l ~r%M- MA0DO= cnnDcmA~3A D~ ®c p~lfl 0c c c m p "zp~mA (Z1AO~LG~ A
A D D 0m OAm nrnp~ n A r O r D' m 0 0 cc a, D miD ri O mr z-~nAcZ - r r 193Np~0 nnN
mn~ p3 5 ,,~--3 oX aN -3 N 604 m mpm 3N ~z 0 ~c t90 x 0 ~ 00 6 OC ~ 0 0 " m, " 3 -N N 3 N N a, -4 (P 1: ~ p D -4Z r 001 20m- 0-O m e A Z W m O 0 ~X 0 ~z 0 0- rZrr A i Nt1AAn (P- ZZz(1ND ~An n iD Cz3 r Z
~p " ~'m ma66, 6 as a6 6~ _6 ~ - c m NWO rn it= n~~ 0 0 0 N-N N (P c 3 c 3 0~.= OcmZ (I~LN m-irnA '91"M z n m i "p-iAN , 5' 6 to 15 6 to c k.0 FrA ~Om mmOl= r3_w ( A n40 Fa mad 6-.~ "AA, iQN i 0 rX iDmOrm z 0O ® OZ (lac
m3o a3 0 xD~ ,~uaa 6~ r ~ _ ~ op n p~'0 03 S QW~6~ 0 N `cN~ ~ ~ -Q 3 $0-0 66 rpm mnmA 7cm Zm~~ DmDmA Zm~3-1 D N~3z-n
p-~ 4 ~ p , Q- 6_Q Q n Q n3 W a Qm~~ m N 6 - A A~ (~Q Q^g A~ADDAu 0 4% NZ-{NN~AmNu-i+i -a rN wp rm -A co i 0.0 03 n 0~~ NiAmr ID 3zOD-Dnnm= AO O - m-u mN0O
"mw OQ ro 6p6 `~nmm ~n c a 4~m m ~m u ~OQ ~a ~ mpp ono nQ 3 ~ a.~ 0 n 01 M OmN~Q1 z 41 r Dz AmNrrzmrD D Z DZ ?Arin N
m<a QO E ~fl.p @ Qp ~ ~ ~60 0 0 0~ Q~ Q 3~3 O00AA00 zNn -m=nrDEO~ t. ® Oc (P 0
m 0 a -n 3 m= 0~6.0~ N~~ -p 4 W'a ~ AW4. 6m~® ~ ~ n ~pa ro ~ i 3 (A Z A N A. 0 N p V A r n C Ong ~DmmmN3 WvWO (p OzM mA A ® A mzr n
snQ SQ S ~~p °DaN ~ n ~ N m OOm m~ m n ~ '6,~o D ' ma~ n ~ f0 nN (D (b 0, z--n w ii0M --4Z EN D) - cA Nz N D ziOm D
p~ a~n ~~arN~c Z m~Q"Nnm3 rnD z~mm-~0 N
DN -m3 -QET Uln11A3 z AA Q 3 " a a < m !9 (zl m z A mi-A 0mA0zmz~" E N A z o 5! i 0 D
3~6 ~7 , 0~ ~~Q - " p~ ' A " r $ ~ r t0 3~= 6< ~ ~n °~nn ~ a pOp n n t0 ~r ~w = N ~A z_D rn=Zr A. A -iA -4 A r S~ ~a O-O zZ~ OZNA' SAX r (P Ar -4
~~~c oo Q s~ mS~ n ~ 0 ~ p~m p6 0 CD• 3NQ m m Olfl A ~ n A~o ID - AN ,Alb NA rn m Ai 9
9.p4. as no ' Np 3 p ~v p ~ u 7C N D 0 N a oQ -4 1> o r I mn v°n= ~-r p m W A
~c_ A~ N N_~ , n 3a mm OQQ m-p 0 Q~ Na^ N W = m a 0 A~7C Ti A
-0< ~ m E; 6.0~ w Q W u ~ ~ n A 0 -4 cfl~ A a{r z
3Q4 u 0 -O,n ~ m 06 , ~ a ~m 3 rn =m pi rn A=z Oil m 3 m N iN O X(p0 w A M
m~~ 4 m pmm ~ ^ Nw 6 n A a °(0 rn 00 N c Z ~i= m N 1 6 QQ O DQ to Azp(Dj
c ~ ~ ~ 3~ , Q m ~ 14~ Q r -i = O "
m3" m e 0 ~ n ~ ~m ~ WO 0 ~ SA -p ~ Q 3n ~ ~ S m i c z A V cWP
, p Q ma ro~ ~ 'Q 0 , A r 9 0 r z p m ID f3
" 6 ~0 0 "Sm m 6 ~ m a 5 A 6 a' " c rn 0 a 0 = ~p N N
3 6 A
" "m m ~n m aA r ~ n b 03
p" < 0 Q a n ~ ~ c 4 3 ro 0 s 0 a ~
m ~ " W - m
" 0 a n ® N
~ m a
r IQ z
m N m is E c 0 icr E iNmr E yAmC ~ I" m
~DNN N ~Dm' NEON I ~Xm Nor- I D ~ ~ ~C°\ ~ 0 E
rrXmO~Zr I rX~30~~Nr I r t~ OWDr I iz ~ r r icy r 003' zQl<< rp3<QZwwi rp3 3zw3 i D03~~r y~ R DN r i(1DEZ.~rtiD I OOD(1<-~~OD p(1D~0-wNDI ~X D-p~D ~ ~XmN-OD
1V~DG~NNZ -'R-pmz~~'tf' z 1~~c-~~j~~Oz r ~~NW3r r ~ W3r N - ~ 010 ~ 03 z r ~ N ~ G~ N ''zmA ANI 0(1 wND ~ ~3 - ND
zm~ 3 z^• ~ 0 d D-pz~0o z p DEZt~ z 6 - ~ ~ • (P 0 1C 0 -G~m _ 0 r m arm-co "0 1A DG~w m 0= 0 0+ 0 OI - z ~ "0 "0 00 -Ni~.z~ '~0~ c~~-- ~ 0~'^~NiN~r ~ mA AN ~ ~ AI A~ AX r m
0` 0 N 00~Awi 0@()p~~~n 0 c=A m I N O~~G~ 0 zm0 0 mN N ~ _ o o -A ~ N o ~ ~ N~
- o~'ci ~o~•• -~n~n oo• ^mo i `1~ _o. =N i~ ..mi r m m1 m I 00r a,Nm A Og-~Wm r- i r
r z AN N 0pc -~0A ~ , _p A A m~ g ~ N i ~ m (1 m(1 0- ~ m rn A
u+ ~p ~ m ^ ~ ~ m I 3 N m - N A m x ~ BFE, - ,133.0 A
_ ~ z
L4 L5 L6 L1 LS ~~-"-'L'11----..-.- ~ • ,18'3
r r r r r r r r r r r r
~'03'i6~ _7`-- =~iUW -~O~U~AWN- Z m
c
m Ul =a O N~ O ,NW A P Nv' D.
o I , XIVp1 Cl W Oa~O~~~~@~NN (A~
- T a,• OWWmr NaQN awn y.
<0,Z D rrirnm0 W0E
(Ali cOn_~ID rfi EE EE>= A 0~1 c N
M
Q o ~ . \ N0~ Di-rlf \ ~'~Dm ,ri ~ c ~ r~i 1, ~ ,>v,~',•,, c~~ N~~Glyl9ly~lyOll9 N
1902 9 z X I. ii ~ _ i A ' M 1>
i A i ~ ~9 V m
c~ ~ v m h,i1l III a ~ ~ ~ _ ~ ~ ,
~m ~ 1 ~4, { ~ V ~ A ~
~ r 1 I / ~ ~
~P 8 i . „ ? o ~ I! it IIII -0 :1 z w
Obw~"mzb
m N ~ r N ~,~,r ~ = A X ~ ryl i ^ \ \ I Ilpp +I t 131 D - H 01 I _ , C$ D L N \ I \ I( !!I +
p r D 0 @~ ~ o S 9 X 0 \ F 9 r0 nz i ~ cz \\I ~ - ~ I i~
~qH PQ ?e, r 003-+ -a~D EI,,I _N~ \U ~ \ ~ \ \ II I~uu / Dan ~ ~ I N
qc Nr , ~ ~ ~ v Xy \ \ ~ ~ ' 1 I+IIII _ N F r N l^ I 7i~ a All CO\~_m\
s 'QF ~F ~ D ! , ~ ' q~ `O ~ ^ i ~ m t• it ~ ~ ) ~ I ~ ~ \ ` ~ 1.11 ml u - - - -
fill it -barn
J y~~
R0,4 a~as-fie _ ~ - _ _
1.11' 10 4°` \
1 \ ~ - ~ I ~ ' ~
0 ~ I ~ '
m 0 _ ~ C Se \ N
~ A m z \ ' 0i N ~ ~ ~ rl ' \ r r yN ~ \
-I=A - E ~ (i ~ ~ Dm v~ ~ Ul D 'n N z N ~ I i \
0~3rm-tn7T:YID r I i \
A -p (1N ~ lU ~ 1~j/i
6 0 tP ~ I (Ci' 91 / - ~ cE.~-N~i D ~ ~.i / ( ~ -
- - i., m
m (1 z ~ \ ~ / ~ /
A -I n~
~ r A m r A - ~ / 0 Of X ~ - i _ I ~ / , i/ rn
0 z~~z 7 X I Oz kp (P
W~IDCm-I ~ I,' - i ~
to, m
-
'32'44"Ul 3°!8'25 W ~ I 8~ 50.E i` ca 3
i~g,~~j - 644 I \ ~ , - II A - S04 °21'01 "W ~ A rn \ \ ; i
T .~3„~ ~ I I
355 \ w ~ ,2e~6Gr'' sm4•I ~ I~m~
N I ~ 9 ms w S04°2r ~ ~ ¢
I / ~ I °21'01 °(u 7-= I 7'2 24 \ • \ ni '
u5 ~ ~ Aim I ~ ~I p E mAX aW ,
3p- N I Dm~l
z I
a~ _ ~o I - r z
~ 0` tr a w N w N z vm I
~0 V' -I 1 1 z N N cp-I~mr NE-p riv 3a G~G~~D ~OVVVVVVm t13~U~3A _ z~rp G1-~ 0 z-O.~XO DA DD ~r v 000--( -I r~l- 0 O 0
~N-IC--+ m X m Q1~AOI~A~A~A~A'~ z N r0 m D N AA(1 ~ _-ID N m0 - ~ 3~v m i0 '0 -m 1 -1 OA Nc A1N m -p rz 3 mm A NwWWW-+wA t~' D' ~O z~1N (lj D
-+Armzly ~ D zA3m ~ wppatnm DDOmzm A _ ~ m c~ ~m ON = NOD ~a Nz iz-nNr~ 0 m O~m~
Am~~ Acm 1~ to z~ l94'~;D tl -+,I D-( ® "D r~_ DOIa ~ ~Or~ - G~mv -N my 00cn m -p -pm ~ +1~ m N 70~Dz
m -I ~N z-+ ~ D /0 ~;D. ~;0~. N mep?0 A v ~N ~D w 3 -Ip r 0 v D c A ~ (1
Acc-rice -I^N Ny ON~ %~W~N~ OfAAA~ Dp rma Drn~ a ^G~m p ~ z= cnN-A^w E -Am mtl -z D AD ~cw ~m Ni 0-pc n,,^190p c.m0 -IA N D b~~z
m ~0~ z 6! A r ONXpO '--s ~ ~ D A ^ 1 ~ v D" z0 pm r ~ m cAE^v ~~'m a z m z0 A 1~ ~m-N ~ w A ~ v n~
~~NND A A r 0 =c~ -NZD mm 0 my D~ m (5 _ ~ 0 A 1 m ~ r r -c z r N ~N~~DN r A ~-nA ~Az 0 A 0~'~ r mz mr~
Aiu A v -(1N 0 D D E _ D-r m N N w 00 -((1 m r z NN vD~
,nD D -I b` AAD m D vp0 ~ zmm - 0 m_ EA ~ p 3 OD_ 0 A vv Orn 10 D z vAA r { m ~ D 0e.3522 FGs. 1630
tD1mp~' A ~ ~ ztl NmQAm 0` A m ~m ANpI(1 A~~ ~ m D ~ c
ANm~n,p ~ ~ D (1 mN .N p X (1~ m^N D ~ 3 DDm 6 D L ~v NN^Dm m AA J~ z0~N3 DA Z z _~rD
^~N(1D ~ C1 A -ImOmm r ~ m
~~inAO (zl m 0-( ~'zmrna 3 D A~ ND{D ~ rp~~Nm r r 6' DNZ., v -IN pAD-n
m a~ N 0 - zA-I ~ m -0 pNAA ~ N ~ N Qzz ~ vO m Nc _ ~ m r~ 3 i
fi~ v i ~ z D s1i I I l i l - w r ~ A I i I b` ~ D m mA 1 T
^ i `9 i ~ D m D , I I i I I I -
Li N ~ m =m mz0 s ® ( i ( o m 1 ~ x cn n m ~ ~ X o m v N D?0~ / g~ x N~ A v 80o I I I I /~l D ~ N„ pp11 v N I I n v~ C CA •.Ic, A ® j A
N A N Dpm ~0 -I I I I I I 0 - ~ N m is ~ m~ iAN ccn - / I I I I I ~ DE x gig U (I Z 'r A
- 3 m ~ ~ i ~ 0 N 0~ i ~ m i i i i I ~ ~ n_ ~ m A N~ 0` z m +t7 3 i •a•a ~ N?J3H1f108 >10mWON
s Z L -zi ~ r3 Np(,1 m 3 A-p A ~ ~ = N N
N m ~ X 'p R E A 0 A) r ch Z p ~ N r m N D D O N N -I 0 0 A ~ ~ L -I m r z D 0 D z -I N O m ~ -Di' 3=c 0 b v m 0 r m ~D fi t- " 0 m 0 A= ? 1 E~ 0 0 (1 O N i N W D n
w R 01 D A r D ~p ~ A m ~ D t1 ~ D ~ Z ~ ~ ~ m ~ _ ~ z A '0 E N 1 ~ tl D D p A A 0 N 0 D D m N z~ ~ m m m A~_ (1 - ~ r D r p~ AA -c 3 _
D A ~ m 0 z r m ~ ~ a 1 -I r A A 3 n E ~ 0 0 0 (1 - N z !1 D a m z N m= (i D m e -I m v r m A r A rn D _ ~ A ~O ~ N A~ 0 1 0 N A m - D ~ v v A m A b (z~ ( MFACTURERS
m AA 'D O t _ m~ = m {pp~ ~ n D r z 00 D _ 0 A A 0 D D m A E z N O- m 4` ~ r c. { z- m A r v z~ ~ z ~0 r IA 1 p r r Ol m r-~ Z 3 m z~ AA m -I O D ~0 3 r -I C D - 3 z- A - A a 3 o O pro 5: m z I z p p m m p1 N N ~F ROAD
I- w N-z m i i rli m m 01 m A m D- i a 0 r r 0 r AA t1 z Q z „ D E z-~ z0 i (1 A A E D m 0 p r r- r D A D m D G~ O m m~ z m m 3 z D m m D~ m O c~ D O A "0 A r m << p z m " z z D- 3 z 2~ A D Z
L ~1 - v -I D~- A R I>i z z c z al r- -p m r r m ~ =1 { Z m z z m 0~ m J z oo D D A N A ~i m~ 0 1( D 1 0 ~ 1 z 0 O r E L m z 0 ZI. r - - O A D { m m z \
v Ac 3 z 3 r p3 1 4> r c m O m z D 0 m D ~w ~~OI ~ m z 0 0 ~ r m
m m~ A m m 3 n~ m D D~ mzA m 0 m
. 111 m~,~ ( i ~ A
~w N ~ ~ 1 m A ~ ~
0 0 0 I o X • Oc A u+ ® I $ ® Z ~m ~ E X X 10
v ~ o ~ I n 0 I o DOE
I C>j
0
gl2
o~ 3- ~ F r e r -i C) -P - T m D ®®oeee/tee o m -s oo z
~ m ~ ~o tl 6 ~ E _ m
~ N eio r- M :T 3 v m D C7 D O (A ® - a N p z
~ ~ ~ 1 7 r /ea a . e i Z (A Q 0 ~ z z = •
{ Q W ' W ®D "G) U1 = Z a D O O m dML m - 0 r' n (D w w- to z m
¦ m ``4 ~ ~ D' N ~ z ~ - ~ ~ z rn A 0~ 0 0 eZ•z Dv r N.ww m • _"=="~y': s' to rn rn z G) zQ j iy ~•O: o 1 1 - n
~ r z n 0 N
~ m U? 3 o ¦ tD rv -6 3 0 No ®sy~ 4 ~7 OD Oo N rn G~ C g
r ' or ~ z 00 1110 eeeeeeeeeeoeooe o o n o N I-J P o 00 > c
N Teens r , ro' p 3 c N) 02 z m

\_y
' m - - N ~ N M w N ~ 3
0 1NA nm1Z z D- v0 W ~ v 0 N~ NO X 301 ~ X r 0 r 01m -NON N z N m A r m rnr N m~ ~ r m 1 A n L
z NN m m mD m 1 < m 3 - -I ~ ~ ~ v m ~ _ E 0 D vWp ND?~D rD NA cN z D D va 3D ~ 1D Z r ci N v N A Z
z 0_{ =Wz r =r A A z A z~ rnA r zz m N W-D r E ~rti mrDr r r W~ ~ D 11 ~N zD N 0 r, v N ~ Ol ~r ~ v ~
m N vNr1 A m0 A A z m -'A ~ Er A O W~ v r 0 Z ~ OD = N W 0 m m m 11 ~ D D ~ -D z w 01 .a z 11 D m~ v i m m N F M _0 b.
v vA m~3 ~ - X p zm ~ -'z ~ D ~ v 0 ~w 013r ~ -m _ D O v AD z <<z I r-w ND 3 N A A 0 m N < N m N z D0 bv~ z ~z ~3 D D 1 v v m ~ a m ~ D D m 0 ~ r z z
z- 0 D - ~ 0-p ~ m m- G~G~m I N~t9U'~0 z D p vEv 11 iz zv N D ~ A r 1A 0 O N N- v v rn m sm E AO A 1 z ~ ~p n M ON
_ z ~ m-+ O z DO 0 N N D ~ I mA aw 0 -n = 0 m y m zc A _ 1 A ~ 0 - r11 _EA - Nr A N ~ ~ A N - n - ~ z ~ ~ A Nm z-,-~ N it m m D X v ~ 0 A~ w m 0
p r A v ~ I ~1 m-+N Am 3 m~ y=N N D mD AA O i m m~ i N D 0 A 1 z N A N A cn ~ b m m ~ 1 0 (1
D A Nm A NN D~ v D N3 3m Ar ~ 0 m _ .~_o ~-v D -oA ~ C o c N - - - - - - - - - - R/W
z ~ 3 ~ 0 _ m ~ m D ~ N --RNJ - -tn--------- r 0 O~ D O D mz 0 v DO ~D~ N Oz N z A Am 1 zv -Ap _ c m ---ni_-__-----_-- _
v ~ O v~ ~ O N U9 N N N m co m - m 1 A- z-- 3 m A m z ~ ~ - 0
D D _ zp ~ ~ m z ~ ~ ~W 0 N 3 ~N -(A AD _ - 16QJ-- . .-.-.-'---'76(d ____.i-._ c • N
v N rn vAV 11 v OD A D m z vD 1 00 - A . , ~ X16
m E N c m Z rr7 ~ , , - _ , v D N m D 0 ~ x z N m - v r 1 AZ 0 1111 77 N , 3 cm~ r N ~ ' . ' ' tr • : - - 07 - 750,_
0 Avm A-D{m ~ r N Z m = =D NN m rnm Z - - { Wmz Nv 1 0 ~D z o m _N 1 0 .
m mAD r nN ~ 3 W zD D ~ - D m EE ~ ~ r 0_ y r N_ E m m Nr ~ .
r Omm N _ 0 D~ N r A~ rn t m„64dP1.6m 17 -
3 "1L~ ~ N Z N z r W v O N ~ 0 mn - - ~ - ~ z m A m D -r D A 1 !1 D v -S D m= , .
A m c zz= (1 r N z " _ m AA AA D _ - , N 3mA vm 0 r m~ z ~ Nv m 0 _ ~ ~ ~ A z 0 A z-~--~-~ D . ,
r 0 Ol D Z 1 0 - v 1 N 0 c y , ~ kk XX k 0 1 'iIN r ---XX--XX--XX=XX-',~X--XX--- k DO { N m A E A ~ E- E~ _ m m N m m tl 0 t °XX °XX ---=XX-XX °--XX ~ ~-~._.X 1
D-v v{- v m D z = m 0 -XX°XX ~ k°kk-_._-,-~. r 0 m r ~ v N v ._-XX-----XX 0 A , ~ zD Der D ~ ~ -Oi = -Ni3 1 A ~3 XX 0 ~ Xkek; - XX = XX ----XX XX XX XX -
' ---na.....-.. r>z 0 ~0 Om Nmz (zl ~0 r - Dm ~ rn m~ 1
XX X>C, XX X
v ~ A D ~ m = 0 m 0 A r~ N m '0 ~ ' - - - - ~ . E A ' _
mrm D3W v A Z m z 110.3 x \
-----------~/lU - 1-- \
z m= D - z 0 i --~~l---.. - 1821---
0 cn m - _ _ _ _ X-----__ X.---fit - X-. _ - ~ ~ - - - - - ~ ~!~'t81- _ _ _ - ~ 50,
~ - - ..-_-T-x- - I'- V4O)
~ ~ •!1681 ?8' .2 ON
~ - - -
~ GI .7
• X• _ IN . 1 1ea.8$ m~w•.
- 1$790 / m~Xx . x184.3''; \ '
? m vw 2 v~N m D 0 x s'~ . 11 m z
1, ' N 166 4 . ~ \ ? ~ 2 - . ~ 1 m ~1~b1.;.. . ~ (1
pODDO z d - ~ . n Ilk-
--N r - 1 m 1 'r•.. N 0,0 ,A„ s - l z
NND~ J • - - 16~}-.___.~v-_ - ' r16 N~•=.? (D , ~.-(766).\\
w ~ I - RCPT \ \ r
AJ ~r I/ - _ _ 1 _ ~ / - 60" RCP
o D
x t
1 i
•I -!1681
69.8 ~ N -I Q 3 54.3 \
169.0 / / 0 , M 10 rn 3
i f 6~ ~ ~~x• ''1 Mz,
. N l I / 03 , ~ , 112.4 ? 1 r r m Z Ut
1 t I c 00 m~ ? ! r
D~
I. , ~ ~ < x \ -(rn p ' Do r
~ ; , ~ ~ ~ , (10 153,6
~ I I ~ 7G N•" t r ;l 3~
! ~ , A I I t;x~ ;ll ; ' ~ z-u
0 ' , a ~ II ; ~ JN cpp 0 m
c ~ ~ ~ ® GI 8' ,'r'n~-,(=~- ~ ~ ~ 15 m N r 0 ~ op , .7r; 6.Sg I'
m N A ya /N ; 1 1674 I ~ ~ \I 1 1! c. ® OuT - 57~ t t ~ 1'• ' 114.3 1/ 1 r f r
W A r ~ 7$6 ! 1 (1 ..D .1? I r ~ ! 1~1 V
m D N ~ ~ ',,I x _ 1 1
~ ~ 1 of t ~ is , I , 152.8 m ' i// 1 ! '
rN A~ ~ ~ I,~l X, N I I r~
~ t I ~ ~ ~ A r -1, rn0 D •II ,DD c'
' ~ i i ;II ; OG~m ID N U A
W c ~ ' ( I z I ~ rn
~ I , s , !1101
m ~,I t t ;il, - ~~---~-•y.1~~ -770-__ !
I I . x I ~ 15 ( ~ 'I O.l' II ~ .I
I I ~ ,,x ; .I I .I l51 I I r
, ~ I (d zNAc~A
N . N ~ rx' 'll ; ~i ~ mOm , ;t ~A 3
0' I m , 0 ~ G! E11' ~I N(1D~0 ; ~ , , , T ,.X:.Il. NiA ,
I op . N C ~ , ;1 DAmO IN ` 18766 ! ~ ~ I A Am
w ® 1$ x ~J.---~ Cpp N - -
w 6,8? ~ I t, ',I lN~; 1 NiZi - _ A i I 1 S6.gg z N z 1
0 I ~II ;l D ~ ? tx: ,l , z~ ~ A iU m v'. I 0
. v ~ m I MN~ ~ a 'r \ ,X uN I ~ i 1 / " D
I _ I.I I z O L L l: L
~ P ~ i
I;I tP ( ( ~ ,n; A E ~X I t I ,i~* 6 r A ~ t ; ~ r 760-' if
N X I. i -.t.-:- I r- -
I -t 1 ~ -11681- ~ ? 1 ~ _ N t: / 158 r!
1: ^ 36 - X I ~ 1,. Ip
w ~ I, p ~ - ~ I,~ ~ ;X
~ f II E - _ - ~I, ~ , ?
~ ; ~ ; 0 m I ; i 1! , ~ ~Yrr---~ 1------ (151 ' 0 i O
' I
z .f~
x ~ mX I . , 111 . 0 ~ /
o I = - \ 0 0 ~ / 4 K:
N I I o0 0! I ~ . z / , / m r X ; 0 ~ ,p O 11 . \ p 0 /f i / ifl / / i l/ r tr
~ i I I I /1, / n A W ~ 1! 1 ~ o k \ \ ' \ 1S0 \ ~ t~,h /fy ~ ! h t J ,
Z 199 i/8 111 ~ . ~1\,••, / ~ ,e/- ~
to D ~ ;0 r~ I \ r, Q r I, 6 RI ~ e. Old
z W ~ • O 177 ~ \ I 'I• \ ; 1'•, \ ` ~ d'
3•' A li A/ I x , . 1-1 - A mod'
A w N m I ( ~ \ \ s ~ , :J, A
1 R I~ , o \ ''I . ' ~ 1 r I N O I I v ~
A p R ~ ( c 6°0'1 I I ~ V ~ , ; Y , o, V4 4~ ON / i
m D X; I O ( \ \ ~ ~ ~~y , r I~ \ I ~
I p- _ \ \ r A I , ( c I~ O " m' ~ ~1
x ( ( I ~,.j ~ . I vx \ D• I
I ' ~ ~ ; - - \ \ w D l .I ri z ~ 0 ~ ~ r
~ ( I v \ - i \ i
X I, I Or, i i ~ X I R a -I. m . , I o , , r I ~ E i.
I \I ~ 6~ I I --im I I~ r, 00
~ I I ~i~ ~ N I 1 X ~ 10 '0 '0
X ~ D I pZ~- \ i~ ~
! ( J~' f ~ ,
i I .10~ \ , y t I @~
. I ~ '00 11
',,A stn`' ~,i r i. +
• . X~ ~ 710 ~ \ \ ` ' X ~ 772 - l68 \ \ C i~oi , i 10, 00, r 00
~ I v .
? ? ~ti / o / ~ Y obi m A ,1 I m~11' ` :00, z 000 00
A ,1 v v i / \ ~ v Z ~ ; _ANO I
yzR D v DX a 1 m - ~ ~ 0' 00, 00: (gym \ \.W ° 010
A Oi 5' BL ~ z - • m 1, D DG. 9EtBvgC1C ~ , \ , ~ z Z z y m ~ , ~ ~ ~ 0 a ~ v ~
m m I N = N ~ II /I ~ ~z Q1. ,L
/ I Am~i3 I_ , _ R zz - i -'Cim
D Am X _ II / DX zA z_ use j -
27013
1 = C m 3 \ X-===-._X . ~ 118 . (DIP) - ~ za^ s° ~ ~ i A N I 0~ ,
A 0 ~ C ~ ( ; X \ X-:..-..-_X.. Tab' -s ; X ~
(ml mi in I ~ ~ 188 184 ~```^,':-X-_::.__.,x ~ \ \ ~ p~, m _ - 186 . ` ' x<._~__ I
s N. N ~ - - _ - ~ ~ X°----.__ T~ , 78~ ~ x-----
~l~t` 28, ' ~ - - 776 \ .a
R 3 ACT/ A ~ ~ ~ ))8 ~ ~ " - (1A 4 t _ 00,
l0 4 A, d 0 n. ~ ~ i I DAB
8,,,~ / _ r~ h mzp
I _ _ a ~ - - _ „ I I Z
R~ w- - m N 01 p /I ~ h z i "'0E 1 o I 1 mm.
m 3 - A < N m X4'26' - - - -8" W--- ~ cn: I • ~ 1 ~ 49 U1 - ~ , u'... m
411,52' 1 c ~ ~ ~ -s (S04°16'49"UJ _ _ 8" Ul-- N 0 ~D A~ m 471,52') ~ - I
A Ri r N m is w \
I ~ - _ I-- E- N~ m z A 0 ~ R A i = - -
D~N-A Z / i- ~1 v 0 y I r A -
r~ v A N m c m L N 6, _ ° - -+2
m ~ c " ~ J to Rm~ - N 1 $ b 0 I' ~ O X
A 0 R z ~ nN•...... m I r A R _
N _ I N z
mp ~ E rZ Z r I m - PMD \ mz-0
Dz w ~ D i ~ ~ -+~0~z Ol 3m9 zzv
N N a ~ N - w N - m w A v I b i Z vv N I. n -~zD
c01~mr cE-0 ~N 3i ~R"'D -OVOVOVOA (13-0-'3-0 i -pm= z r0 ACp ~ (1 II 7C z 01x0 NDA DD A~NO m 00~'~iA -I L r-~n- 0~ ® 1 0 pCnic-i m X m m IA 01UJ0100010J-n r0 m N A A A ~ i n. M
A ~ N D A (1 A ~~DANN p1m0 r-z A mmNA Nwtuwtu~tum iI~~RDA ~ A znN -~'~Dp -1 0~ w r r_ 3 A = m m~ v I N N
~A mzN -{=0 DD zA3m ~ w@@.atnm DDOmz A ~1 = m c1 v ~ W ~m ON R N DN ~Abtn Nz Rz,~Nr~ 0 m Rim R
c = v r A -0 < m~~ A m zN @@4`@,~ R D -0 m_ Old ~ I ~ -N c ~ D ' ~o ~ rn~rr= _ G~mv -N ~9v m ,9 A rn R~ m N -{DZ N ~
z-+ ~ A ~;0, ;0;08`~N me v 1- LN D ~D w 3 ~0 A r 0 1- vD r c A cc~~' -+^N v_ Ni ONR NW~N~ 1 Dqq rA (1 r I
~ D~-O-p A ^G~m NR ~D z=c ~N°~^W AE A~m ~ ~ m(1 zm'"D (1 ~ c w r c- ~ ~ AD 0 cm 0-OA ~^^@0@ m N D D_@z ,
m~ -0 z ~ r ONXp ~ ~ ~ A Z D A rn ^ ^ ~ 0 v D"~~ Rm r A~ cAE ~ =i am v z cm DB.3522 FG. 1630
- D~R D c im_N z to ~Im X v RG~ rPN A ~ r -NZD m 0 my DD R A @ A r m A m ~ r r1-z rA
~N~mDN r p R RSA =PAZ 0 ON~ r OaZ mrR ~w A _~1N =G~ @ D D00 - D-r -s a m N N N -((1 m~n rz z NN OD~
~D D 1 6` AAD 1~E D vR0 ~ 0 zmm (1D_.. 0 A Ovp m-RmA AD A D ~ 3vA~ D - D m 0 D A
® RARCo R E Z_R N~pAm A^' ~ ~m AN _ Atmnmcwn`~ A D m~ mD ~N A m ~ X (1c01(1
m^N ~ m D~ 3RDDm @ d D= ~0 N- D Nz m0(1N NC, D -~rD
^"'N(1D ~ (Al ~i -zim()mm D z -OZ comma I i i i i ~ ~ N NN R z ~ m3 r D Ov D ~ ~ i ~ ~ I I ~ i m
NJOw~mA tl m @ `'zz m1 3 A "'0{ o~ i i i i I ' r ~ A~ N D~ I N - ~,1 mNm z z v @AAA ~ I I i~ ~ i I - ~~pp Q rn - 0 X i y
c~ o~ N 0 . Z to ® ® ~ o m 1 _ ~ ~ ~ v o ? o ~ o ~ g ~ ~ E X I ~ NN N ~ N N N ~ N o X ^ N ~m ~ A~ m ~1 _ ~ r~ N ~ I I ~ ~ ~ ~ R v~ i
_ ~ ID v zz OD 0~~ ~ i i i i i 0 I ~ O II IS, i ~ (r Kn
~ ~ o~ ~ ~ i D A I I ~ ~ ~ ~ I I 3 WN NNaHi 108 >+'IOala'ON
7 z L N ~ m =rn mzD m m~ m i -n R m A ~ mA ~Nv m 3 A r A = N
m D E N pp1I v -0 ~ ~ m 0 m i (1 N m 1 C' N ~ Dpm Q 0 A ~ Z p N r m N D D O N N ~ tom N m D 1- ~ ~ ~ -a m r ~ 0 D z N N m N N p O m - m -0 1 „ ~ _ v C7
~ ~ A- 0- 0 0 r p A - (1 m Q z~ AA 0 A 3 to m ~ R 0? D A E 3 A 0 i ~ ~ m „ ~ G~ DD x z A A m Q Z r -0 z~ A i A E N 1 D D 0 D 0 w A N. ~ z X~ A A p~ N O m- m D m A~ D R- ~ Z r D D 3 O p ~'p $ rm m Z ''tea
. Z ~ z A 0 z r m U ~ ~ 0 1 - ~ r A r v -a r 0 R- = N D c m m r 3 w~ 0 ~ N A ~ D 3 m 0 W p m= (1 m r r ~ A m A ~ ~ m ~ 0 A N A a N A 0 ID 13 m AW ROo m
D A ~ - m D 0 A A 0 D~ D m A Ol z N 0- A m X A ~ E ~ AA r v A N z 1 A r@ r r m r z z m 1- 1 A R A ~ 3 r 1 c D 0 - ~ A 3 m A z A AA r A r~ m m O) A r r 3 z- A{ m O N Q M N
' r D 3L~ A "0 m D- 1 0 O r O z R z n n D E z- m (j~ 1 w A A E D O A R r r r r D gq A<~ m p G\ ~ m m m~ z m m 3 z D{ Z z 1 A z
N m ~ D (1 m O t~ p D 0 -D i D z-- m A 0 m z Z Z c m z z = A z D- r i D - m r- r A m z < ~ z z N E v@ ~ D it pp D ~ r A _ m m{ p 7c D p ~ 1 0 0 O r~ L r Z 0~ D AA 3 z 3 _ i R r c m m m p m m m m o < ® -
1 Xp~ m00 D z ~ ~ i m m ~ r -r rn ~6` r_c a v m 0 $ ~ A r m M z
=w NzR m 0 ~ m z m~ AD-+ m
m c. mNz I ~ A i
v 4 mac i m I i 1 ~ D ~w ~ @3 I ~ X ~ ^ ~
A m~ ~Jm v i ~ g°® 1~ m ~ i~ x X • i m @ A D ~ ~ D m A v
D A~ mz ~ ( R ~ ~ i
N rw N ~ ~ ~
~ ~ ~ ~ 0 , o ~ o
~ q 0 3 -
~0 F r r v o G7+~ - T m D ®®®®®e1~1ee,,~~/, D o :E X N N p 00 z r z
~ 6 E ~ ~ f~ CI) -n -o N ~1 -i D Z
Z v , ~ e 0~1~ A~@ -D m n S:3 1 rn _ n m :3 070 ;u
~ ~ ~ m ®n ~ .r
-n < v ao : D ~ - N ® m :Z~
~ z -o - p ~i ~ . , ~ L fR ~ • r A ~ R L7 m UO 0) (3) Z (D
~N rs o.s o sy D 1 I n - n % Z / °e'Q rGe~ 0 m n - N W p m -1
r o' r c 00 00 o ®,B e® m -0 1 1~ rn c 00 00 ®,,®®e®eeee,ea,® O o o , o
l9 _ z o ~ ~ ~ ~ ~
N revs r r , 0 o 3 o IQ 0- z rn

BFE _ 133,0
\ ,
~ - _ \ - - _ ,
'133
\ ~ , \
\ ,
\ 819,1'
~1~ ~ ,
e ~
Nr~4'03'16" , / E
-r J ~
, i
\ ~ ,
/ ~ ~ , ~ , ~ r \ / I ~ ,
I 1 , 1 S 6 ,
~ 1 ,
~ ~ ~ - - , c r ~
c, /
~ a m , ' ~-i ~ ,
, 1 m~-' , ' m-3p,, ,v
, ~ v r ,lip ti• mN ~ \ ,
\ 1 ~ . v ~ v J ~ ~ ~ '0 ,
. v . ~ JJ r AA ~ ,
\ \ \ ~ \
-'1
~ v ~ ~ ~ ~ '6 \ ,
\ - ~ - fir. _ _ _ - _ - 1 \ ~ \ . ~ ~ ~ \ , .~J ~ 9- ' \
J , \ ~ ~ VA \~J A A ~ aL. A ,
` \ ` N ` \ \ N \ N r r D
v ~ ~ ~ 3 ~ v v v, / mA v A
v ~ ~ -1 v v v z~,O1 pmt.
=zz v
~ \ ~_bb''~•. \ r ~ ' ~ Jim nm
rn
z n
~v V v \ v l••. ~ ~ ,
, ~ ~ A vv ~ ~ ~ ~ , \
v ` V ~ v A .,~.v ~ ~ Cod ~ ~ ,
1 ~ v v v ~'y ~ F ~
1 1
.~~"-..s~ \ \ \ ' 'mom ' \ \

\ ,
n v v v.~ , \ , m ~ \ ~ • ~ \ \ ,
,
\ v~ A \ r ,~3 >
10,
\ ~ \ \ S ~ \
\ y'
m \ ~ a ~ \ , \ .r
m \ ~ 0-"-0:x.0 'r"~ m \
~ ~ ,h ~ r
, V \ Y
' ~ .
\
1 I I I I I + 1 I 7~ A \ \ \
I -I Cm^ ` \k~\ \
\ \ ( I I I I ' I I I i ~ \ \ \ \ \ \ \
\ I I I+ I i,i I I ~ 1 , I I J .i 1 ~ I ` A\` A\
\ \ I 1 1 I t 'I t i j \ `t ~ \ \ I t I I I ~I 1 I+ 1 S ~
. \ I I , I 9 \ ~ ~ , ~
- I ~ ~ \ \ \ Nm I i ~ i01~1~ la 1 ~ ` 1
\ \ ~ I I , ^ ~ i ~ I I I wR~ v~~ ~
\ \ \ f N A'IAIJ -1 N~^i ~E 1,
\ \ \ \ ~ I I ~ ~1~'i0 wi ~ ~ ~ 0 zm ~ \ \ I I I ,'I I I I A~D l zm ` d\
\ N I I D D ~ \ i 1 1 I I I I I I ' I 'Ir ~,N ~ + 1 . A c ~ m i \ 4 ~ I -I \ \ \ A I I , III i m -I \
\ \ \ 01 I I i 1 I I I r
, \ \ \ \ D I I I I i i I ~ i I " I t z I ,
~ \ \ \ p I I , - I ~ III I --------------yr----.- ~ I R9
\ ~ \ \ \ I + I 1 I I I ~1 WJ~ + I ; I
\ \ ~ I IIII w s I ~ :I p L7 I I; 1 11~ i 1 i , III ,tJ+N
I ~ II~ m04 1 1 I I ;1 t 1 1 OII pm 1
\ ~ \ \ i I I 11 1 11 I I~.. i 1 ;I -N '`I I I I I ' I I 1 1 '1 1 1 1' ' 1 1 1 I I 1 I 1 1 III AQ I I I I i t I t, a I C, \
Av V A\ I i i ; ; \ \ I I I I I I I I DMUE OVER AND I~' A I 1 1 1 1 1 1 7 1 1 1, Z~' I I I I 1 I I I I I c~'m
\ \ \ \ \ \ \ I ROUPkD POND. I I ; 11 1 1 1 .'I 1 1 .1 , I \
II. 1 1 1 1 1 1 1 ;1 , ~ , 1 1 1 1 1 1 1 '1 , \
` \ \ I + I I I I I I / I I
;
\ \ \ I I I I / _ 1, 1 1 1 I I .
_ -y
I, ! I ~ I 1 OI) , 13fd,8~
I ~ I, I 1 I , , • 1 3 ' J 1, , I , , 1 , Ilt, \
v 1 p, I; 1 I I % i4w`1; 0r ~ I i i I 011: \
~ ~ ' \ \ \ \ to r. ~ , m . I; I
\ \ \ N EGA ~ ~ ~r ^ I,
~ Olt 1 -'mom 4L.
N i I ' 1 1' III mfz 1 , 1 1 1
I
D t , , ' 1 1 1 ; I (I', nm 128.8, 10
\ ~ \ \ ~ ~ 'R~ 1361. I 1 I ( 10 1 I 11 , I I I II O19~,-'
. ~ \ ~ : , , , , ? ? ? tt Opp
\ ~ r r r r t ~II ^qD r
of, r- r r r / It: r-D,
\ \ ~ \ \ . \ 441. - ~i
A v ~T3 .73- J,
.126.2w',
\ x ~
- \ \ ,121.1 , ~ \ I \ d
\ ~ I A v`v ~ v x
A V A ~V ~ I 1 \ NN , ~ta. ,
- z n w o n NN •'NSl z 30 I I vm 'e', -
~~m ,Im-Iz N D~ ~ m r ~ r m-+ mr•..N m~ I I 0 ZNO~ 1 NN\~'i G1 m A m mD pm .i rn \ \ -10 -
~ D 3 -I A D I 1 c D•.,pWO ND?+D r ND ~N Z D _ D v01 3D rD,'•~I_ ~ I\ \ z-I ~ ,
z n~ m~z~ r =r ~ A Z A zr mA r ~z (1m rD r OJ ~N z N ~ D A D D ~0 Ni
m ~mm vNrm A '0 m(1 ~ A z Dm 1A ~ Er ~ 1 m z v -+m A -ID ~ vA mA3 A U Xm v D p zm D D =z
3 N 0 p A A ~m Nz z ~3 D b D -1 D m i N O b D AD ~ !1 ~ D5.3522 Pls. 1630
Z DZ- v~vA iz Z~ ~ N D ~ OA ~ A r ~A ~v$ mim Lm ~1E 0 z W AO DO ~A
n ~'D N=EA ~ m~ NID' A m~ N mA zc n A ~ A Nm0 -z=,-c A~ ~r m m D X vz ~ DO
m ~ r A A v i m (lA N { N-N DAA mD D m i m 1 D ~i A ml) ~
e A -A Nm D ~N Di ~ ~ D N3 3m ~ Ar zN 3A - (1 _m mD Z -{NO ~-0 D p D = AA 0
r - 0 Z OD ~ mz ~ N v z 03 _ z p z ~ N N A v , v DZ ~D c v ~ m N I i i i i
N A-~ -r~ ~ ~ AO D 3 p m z _ A Z p1~ i i i i mN ~m-+ D A z- z z 3 Dm Am 0AA 0 ~ 177
~ Z D~'~ z0 D G~01 v N 3 -+(n -{A m AD ~ i ~ i i ~ N n ov v -I m 1 z I I x - ~ v m o~ - 11D A D vD -I oo D 0~ ~ ~ ~ g~ m~~ E x N
DD z A z ~ ® X ~ z v N m~-p A m r - -z ~ goo I i i i i ~ v m N N c l~ Z m N~ OoQ -I i i i i 0 p 0 C `I~ n i r
_ ~ ~ 3 cmi ~0 ~ Nrm- D N 0 z (zl 1J - ~ i i i i ~
m O D 0 N z m D~ ~ ~ A ~ i - 0 Av m e r ~ _N m m z ~ m ~ ~ ~ ~ W,~z A-(0 -I ~C z ~ r -N tlA m m _ ~ ~ cn r D~- m D D -I 3 O I I ~ ~ ~ 13 •~a ~ NTJ3H1CtOra ~,10~210N y { N
Z Z m D n N 3 IA ~ -I 3 3 r = D m i ~ r 0_ m D A N ~ 0 r 0 ~ _ E m '0 N m cn r r A A ~ "0 m 0 m ~ 0 N N m N
m ~ r Om~i N - 00 D i 0 _ A p 0 A r~ z ~ A N m m p ~ D z D 0 i N ~ ~ Z Z r z ~ N p n m ~ L i 1 r ~ L i - 0 m 3 -t 0 D D- N ~ r v r (1 it ~ u+ qq v rn 0 r A 0 m 0 ? -I E~ 0 0 1 O i N (l 1> n O O n m I °a
l9 r AA z Ul v N ~ - ~ (1 - Ul D A r - _ - ~ - ~ = N 3 N a O N D D D X z A A m ~D z A 1) E N i D D (1 D D A AA C N m A m~ m D D~ (1 D D ~ A= z~ A A ~ 0 to O m m v D m A~ L D O P ~ Z r D r 0 3 3- w _ m e z D -I N v -S -n m m A ~ 0 z r m A ~ - D i s A m A r O 3 Cl)
3 m A p m L (1 ~ m'~ AA N z m p ~ 0 ~ ~ '0 ~ N N A O D 3 m 0~ N (1 m i 0 N~ m A m r r D A ~i D v p f D +7 z A ~ z ~ A v= _ m ~ m tp A D (1 cp z- c A D cN~ A A 0 D{~ D m A 01 r z z z N 0- A n A 0 m A b• z A~ MANUROADwRS IT 1 D p m m
-n 0 IA Z 1 0 - v -I 1 N- n p r i~- m r 0 1 11 N z -I A r W p r r m r A~ 3 m z A Om Ai z _ z ~N N A < p A 1J S r i c D 3 z- A K r { N E A r E E~ _ m m m -a nl m m O! A m D- { a 0 r r 0 r AA tl z n y, 0 Z •n n D 3 z t A Z D { A A z r
D_v m D ~ Z = A A A E D O O r r- r D A D m m m m~ Z~ m z r v r 0 ~ =t ~ N 0 0 m ~I D (1 'U A gy m z m = z A- R( nl r N- '0 v 1 D Z A c~ ~ z pp ~ c Z z A z r D D r D = r_ v r m ~ z~ { Z p z
~ r -I -i 3 A m ~ ~ m R -I p m Z D- D m 0 Z m D A A - m{ 0 D v c m m ~ r E~ m z~ ~{l~j N Z n r Z ~ 3~ 3 r ~ r S m m Z D 0 1 m ! z r- O D D O m m z <
-'0 m A r ~ rz D z ~ ~ -I m r r D ~ - r rn A z v~ D1 0 0 ~ 0 -1 v m 0 0 ~ r m p rn~N ~ 1 3 D-I 0 R (1 r
{ 01 ~ m 3 -IA ~ A z ~ m p -AD Azrn ~ p m -D r N m O m .0011,
AA m~ m W~ ~ v A ~-p r D I A A A N~ D 3 = 0 ~ m z ~ ~ I m _ ~ tl c A m ~ cr A 0~
~ ~No D z E N 1 ~ I c x
' A m z ~ ~ ~ m ~ ® I S ® Z ~ m ~ ~ x X m ~W z m= D- 3 ~ n ~ ~
N r A I 0
N 0 m ~ I @ A N O
0
oo F- e ~o~, r 'I -IG7 P - U m D
~ ~ ~ ~ v ~ ~ 171 ~~io1°® r- O -Ti x -0 (D - -I r Z
z ~ . O v cn o
°r '•0, z o a `DOS z z •
~ ~ ~ W ; n r n (A (A - c0 z m ~ • m •Z;z - r N, W W (1) ;u M
~ -0 v ~ ~ m A 0 tD 0 a~a~'~" o • • c0 Gn t) z ( .Zl • 15 tt? - ip • 3 I I _ C)
N r s ~ r - ~ n 0 N ¦ ~ z cn 3 o
- o ~ N 3 i r or C) M 70 U) 00 ®®B®,®111011 ®a®®® 00 0 ~ 00 -P. 0 - m
l9 z O C) oo C) a 3 o rj ,j'. z
° u~ revs r , ro ~

~ m-
A m m<{ N m m m -p N_ z ~ m fti ~ ~ r
m Q ~ ,ni 01 J J J N z D fil N a 1yN - ON- N ~ - i
_ (n r = z 3 ~ ~ ~ ~ ~
~ ~ Dm fti ~ 1) -'NO r m Z -Q Omm
W z ® ~1N m- D -I w J _ v r ~i
- l4 - my - D s~ D - D mz A N 0 A ~ ~ v v
N~ D~ Z m 0 N A-~ N A ~ 5' MAX FILL ~ ~ _ m N m~ A w D -,z z D D D N D Dz
G~ 0 ~ 0 (1 ~ - 3 ~ m D (1 1~ N ~ m Z - D 2,,
0 Dm 0 I E m N z ~ ~ z' r Z I D N m m N sED, DEPTH ~~ti m ~ I r n /
r Q I m ~ A ~ la rn n _ [1I SEE SCNED,
~ v I ~ ti D~ r 3 ~ Dv 0 ~ A ~ I 0 0 A c ~ A N 15' MIN. 2' MIN. / w ~ O
W I mA m 0 m~ D J c_ D D D W C z ~ w D A c 3 3.5' M
r ~o i~ A r r m 0 ~ ~ m r w A ~ A tti / 3 0` J~~ n r- v A ~ m Z z ro NO 000
D m ~ C Ill _ 0 - v „ N ~0 0 N m mm 0 O \
3~ I I ~0 0p-z3 W1 0 ca m A~ D z N - A r ~ ~ / mi I O N ~ m ~ - m -i N 6 ~ Z f110 fil ~ ~ cn A m m r
0 A - I I ~ A ~ mD m ~ wrnm ~ ~A / 0 3 A I -D ~ 0~ N m~ ~l ~ a 0 v N 000
m cn ® I ~r A A ~ ~ A -m ~ m ~ 0~• ~ 0 zAD D I r z_ D 11 ~ 0 z ( 0 A 00 N ~ p { I O •n r -n A m D 0 A m 3 I -O / 0 01
c 0 N I D r ~ ~ 8 - ~ r 0 ~ A 0 fTi I (1 ~ r I I A r ~ v ~ Z 0 0 / <w m 0I -~A S r m ~ m^ I ~0 00 ~ A~,
D w A 3 m m ~ D ca ~ ` m A - N ~ I 0 ~ p D _ r' n w I r D ~ m r l9 ~ m A( I W v S r ~ m y N n z DD A7 D
m m J -a v D A N m 0 I (1 3 ~ m I N z r~ 26" MIN. N z 1 N= I E E D D N a c = iii I ~ m D- v~ I D ~ m v 1 ~ I D r ~ N ~ w •D ~ i~ 0
m' I p i I A N A~ N Z I r 00 ~ m E r N ~ 6 ( o Oo A, z I m m D (l o I CP - N I m m ~ ~ 0 ~ n ~ ~N ~ OO 0 s
p n ~ I D N m I i A I m m~ { 0 ~ I A m 0 v 3' _ m ~ ~ I i1 z m -t
0 I I mA p ~ g ~ ( rnD D r m D ~ i- 0 < N 0 o O W J J JJJJ N N / ® -N I OO 0 N ( _ N D •n ~i p A ~ 1~ o Oo 0
N I C I r A lP A tP A N m ~ ~ fil v ~ N A N D I m I - z A- A N A ~ 1T1 m 0 OO m- D m D 0 A D D _ O I 00 ,p, v o N Z
~ p ( N ~ in ~ i~ ® -i ® D A w m E ( ~ r I mA 6~ J z ~ m W D I I D J J w ~ o D /~I - U C~ p _ ~ r 0 ~ ~ I 3 1.5' MiN.
I ~ m ~ (1 3 _ 00 0 A - I I z 1) 11 A A r m o Oo A z 0 0 m ~ 171 I O O OO 0 m_ N° ~ z
0- A z~ z in U ~ 0 0 w mp I I ~ zz A N N N D Z aX N z D 0 ~1 r ~ U m
I ov v v o a- m ~ - ^AN I • ~ pa NI N -N _ 0 m -t A 0 c n 8 c ~ I I N~ ~ A A N ~ m o 0` cn ~.wN -z
~ 0 D I -On n m -I N b fJ ~ I Oo ~ 0 0 m ? a -fl ~ D OO'~0 0 G~ ~ ~ x 3DN3~10mOZQ1;®~pDpi110E >~r (,f '23
~i ~ a~ m z- ~ ~ ~ (1 0 D - I (1 r r ~ lA I 0 _ I N D p m 8 rn OA~Zvm-1~Zpz1'02!Nm=3z v 6 0mN
~z I N v o - ( m 0` N N 0 D~ I 00 A r (1 N ( m 0 = cr ~ ~ rn o N ~ Dv J I N ~ -ov iA IS'MIN. 000069ANUlO~pFFZza< ' m= H
A ~ J N A• i A ~ 0 0 ~ O u 0 D N rn n 30afz-~ Ez 3(,0 ~m o mm
v E I w N ~ N A I ~ m ~ o Oo ~ D m a _ I J O -o o n p ~ m p m A ~ E N A N U~ \ Oo ~ 0 OO ) go Oo m~iA~A-4=m NumDZ {rn= 0 A ptl ozD~am mp-n n -4 M
~ N mA N -I I (1 n mA Nn m ~ Ac o A 0 r m I I n N .p, OO 0 aD v~ mz B 0~ 0 ~m 8 O O O ~Dmm~3 70~_Z N~
® -o NI ~ < ~ cn I m r m - D \ ~ D 0 ~ m m ' I N r Oo O0 8~ (1 zmDmrn3z cP m OQ mmpDm~~rn r~rbzi~DZZm -+rm- 00
171 D-nm m I mm mm mm mm ~E m mm \ N Wm OO 0 OOo0~0 00~0 (9 zrz(z~Az r~DO~=AN ~N
1 rn.~ ~D _ (I rr rr rr rr A c~A A Z o Oo m A 0 0 I'I D 3 3 I JJ JJ JJ JJ A' ~ ~ Ng m aD ~ - 0 i (1A N N ~ m m I wA WA Wip AlP ~ ~A 3~ V O =
~ ZI II N r \ - m ~ r~ r wJ Nm ~ A ~ (1 r 0 m~ D 0 3 -i =OA 0 ~ ~ I ~ 0 3 3 m A ~ ~D XN ~ o Oo a ~ I ~ ~m ~ ~ - o ~ O g OQ 3 Orr oqi:Az AA~pi: OA rc-z (1 NG~~I ( r ~'O QQ°Q)O,Q o°OQo (p (P M (P mMpciN~'~ ~mz
- A -I D Z N I N ( O 1) A r N ~ a OO rn 0 O A ~ 0 I I UA A~ -p D w ~ m 0 O O O cl D D O O AI pv
(1 (1 A~ 0~ -S D I -0 0 1) 0 (1 b v m N m m mp Z A ~ zz ~z z m u! m r 0 e- - I ~ N n ~ OO I'n~ O ~Qr~~-~= OmA:1gmZ rr M1r m y04~00~~ ~O~QQ nmz0Eb~ AnmziQ-+m =pN
p ~ I ~ ~p p -D. 0 o Oo 0 v ~ v _ 00 0 v O r~ 3 m I N c N ~ N c i0 O m = m 0 0 OO~'o OO~'O LuzppXr -4 A~ ~~'N
~1 m 01 I N J J E I I `t ® m ~ N M(P -riGim ,ijrnf o nA F_= m ~~o tr~,(Pp3' Dmp pmmrr - rrnz G~
r ~ „ m -z I I - D~ ~ o Oo 0 m N N 0 ~ I x 3 0 C~'0 0. O AN D OOo O ~rrD~3AZ -OZ~OOOl
® to ~ I I i tP -1 X 0 r I ~-L---- ~ . O 0 m mz D " -OA0 =-6m Z 0
N ~ ~ ® ~ 7 - 0 v 0 . m n~ ~ z I I I xW3 m ~O EU-<m {rA 711p ~'DO
m~ N N ( w w m Ill Q ~ N o 0 J J ~ I • . ro -(Amom~m AMzpm~L_ m m m O
0 AE mW I A A mA ~ I i w p-~ 00 0 O a 0 acm3EmEz A -r
A m ( m z I m A~ O 1p~ ~mm~m_ ~z~nWn~
D 3 AA ( N N ~ m~ 5'' rm I - O m m r Ili W r 5' MAX. N m 0 N D _ ~ OO
0 ~ WO D, m D x -~r N~Dc z N JII _D r A ~ ~A ~6`m mop ~ N ~C- m A 0 =3
N 1) N (1 ~ -f ( 3 - m 1n N 3 (A1 ~ ~ m cn w - 0 A r gc AWm m- i z - 3r ~ ~ E zA m z m c0
0 (1--~ ~ m ~ mm D r!!~ 0 r ~ _ 0 - p ~
D ~ r~ - m 0 Ai N ® ~ ~ ~A r p z ~ ~ I o = _ ~ J N ~m ~A'~ N r z0 - z I---~ ~ = D tl
fi ~ mz D3z ap ® I- i - i 3m~ ~ w 1 RO O z _ N- r I i 1W
0 ,Oi mm Omm= NN w Z~ r-(
r vA mm 0 I i m' ~0 A 3 rn - A ~ OA 1m m i I i i D r- 3
A3 0 N _ - N n
vz z 01 - - -m - mrn r i to i N r N ^m m 1-~ I m -Ors 6 r~ DD i i rn m m 4 m o
0. ~3 Jrm ( 9' W a 3
~'m zArA ~N 3p mz D vNE rL~~ rm T 0~ - NOD Dm NN m E
r r 0
y ~z MIN. q v, 7i w N~ m =A,~ X N m m m (1 0 b E - ~o ~ z W e (1 ~ m N (P N Ill
A ~ D 0 to 0 ~i o~r01 w D Ol A ADAm ~ Az
n 0 Acn NN rn ou w D ~ NzmX ~ 1~ „ m Om (1 A D mvl1N N 0 SHI
C v 0-m Z 0 ~ A D-1 m ~ N(1N N - 0 - 3 0 ~ ~ ~ - rn m AA_, zm ~ m v3 D mm ~ ~ - cla r mmA1 A m m O~p 3 ® -
mm 1) A A- c 3 z-,- - A vz A'DEm X rr m fCl ~ n~ z ~NDA ~ EO A m 3 r D- N N D mN m AAm D qq 3 z J J -I U~ D N r{ m 0 n
(10 +7 r A 6` (1 D < J m r r z r ~ Z .~~1)= 0 z ~ C = r 1) ~ Dm= N N Wm 001 z z n m rn U3 m r
0 OmAm 0'OW ~ ~b p i- ~ 0 p A -+0AA A ~ ~ r m0 ~r 0 A AD A., m ~ A r { D A zmD ~ J z- iD~ m
rn 3 ~ r m m ~ A ~ A ~ m D in N (1 0 3 N (1 A m01 a m zqq D -n ~ (>-(1 ~ ~ N A~ cn E 0 m m ANi A
pD mOD m-1 r ~ A -p p~ r 0 m{ D' ~ ~z O c N c z W Oa- D z D 1 r ~ ~ x 0~ ~ p m ND A Ol ~1 (1 m 0 , w A N m ='mN N~ m A (11)m~' a ~ N 1 A ~ (1 ..r tNr D N ~
(1 !1 m{ OEm m- ~ aD N~. ~ ~ A A 0 -0 0 ~ ~ D rn N Z
m pr ~ zym m 0 Otlm~ 0 cn 0 z~ ANN m y z m~ N~ ( ~0 ® IS" MIN.
3 OA(T m4 v W 0 N ct<~~,~}{ Nz~ m v ~ 0 Jo rn WHO 11 ~ rn rp ~ 0 N r m m
N~ DG~~ Am m D NOmD ~ D - - n N ®L m A= 1 r - N3 r Wi50 rn 1~ N m Ti
O A-+D en.1 1 c -+cn4 n c ~ D-11 ~0 AD ~ A m ~ ~v - 3 {`~F~ 3 A~~ - ~ mz rn~ z > Q3 p
a` A ~m r N A ' N~ f1T A 0 NN 3 m A 0^ J A 01 r N - D tl N~ Z ~ N 001 1'
is ~ O D (1 -f N ~ z ~ D o0 ~ ~ = cn rn ll p rn U1 r ~ ~ E {-i m 0_m D ll n Eb~cr(1 rn
N o v{ A r i N U' A A m 0 mOi 3' MAX. r ~ ~ I-
~ 0 m0 OAON 0< I= n N c r m ~ y r N c A 0 ~ D~ !il ~ h 111 oa ,l (J) °iOmrn
3 ~b ~ ~ N cN Z ~ r N U' ~ ~ ~ D ~o m = 3 0 ~ ® - ~ m 101$ -i r N _ r
- ~ mrr X N f- z ,ii N ~ D 6 ~ ~ 171 m N A 0 m ~ D z li r DOD='
E r 0 ~ m N N O N ra N m ® m Im N ~ o~oA m ~
E d` A rp m X01 Rl = z ~ Ilzi ~zmz3 A-~ O_0 O-4
_ m, p r _ ~ ~ Im e e i 3 _ pz ~ r-- N (1 r r -r SOD A-0 2,
m ~ z- z ~ c z ~ A i ~ 0 N ~ ~m 0 ~ 0 i r aN 0 r- -0 11 rn
E ~ 03 D= A m 0 n v m-Dp i v{ -I N N r a 01,0 0 (1 3 3 0 ~ A - m U) 0 A r A yr ~ _u UID mmA ro MA
~ m 1 m~ 7C D ~ a ~ ~ ~ D m m~ E E ~ N lP N 1 D r _ A ~ - A 0 z D m ~ - m 010 z1o -4;0 -0 4 (P 4-4
v a 3 m r z m~ r (1 -D E c_ ~ (1 m Nm A STEEL 2' m n
D D mm 3 D a ~ m A ~ ~ O~ N ~ A 0 0 - D r N 0 N n `27 9 -r 711
N N < -I v N® z m ~•n 0Ni ~-~r ~ ~ ~ OJ r z c 0 N X r1 A ~ n X~ w m
Or ~ m A 0 D ~ 12 11 - ( o - ~ ~ N A ® ~ { 15' MIN m 0 m N 3~
p z m N ~ A A 11C fTl z ~ (1 p _I A r m N v Dz rn E 0 A ~ 0 ~ ~ m ~0?~ 24 E m -po mm ~ D r =
z ~mDm II m ~ A- w _ Oi AE - rn AN= ENN X X X N 3 m ti! m rn
0 m - ~ -III D 6 3 ~ o mm
3 3 ~m ~ :III 2 X10 An ~ z - E mAD rn~ p1 A Dr < A it n O m Xi A n 'n p n _n
? ~ Dpi WO I=III ~~D 1 AD 0 pz 2 m - A-+ -III ~=A C3 z D ^ _ m.. A -4 f11
AO = o NOfN _ z 0 m I -III - o m e IN N (P -n m m
~r - m A z~i r ~ ~ m m-~ -III ~ A = A I> 0 O D O =-n m O O z z -4 z~ =
rN~ - mA0 1A Im ~ I ~-III _ z
0 0 JDm - -~m~ 0 I ~ ~ w~. -111 ~ ~W~ _ Im N ~ - ~ ADa = rn m Q IS"-24 D M
~ I-I I I o n g A= r _ 1) ~ c~ m D -n -n m Z D= A rrp D F
-III r - - mrn W~ ~0 I=1 I I~~ ~ z v„= n n A -n r z LUm
f iT Lu D G~ ~I 0 ,r E
l~ i ® III= ~ ' - ~ A tQ O rnm m
z ~ Z - j =N _III ~a cD n z A ~ = A STEEL 2' m
~ ~ ® ' I=1 I ' 0 0 = _ ~n770po A A 0 c-1= m3_ m on -~i0 A =p g~
~ m ~ g rA
~ W ~ D N ~ 1 mmm N w z A N D' C - in iJ 0 f v ~i RI ~ ~ ~ m v N ~ ~0 ;u E m A g'
N ~ m x D ~ zm { ~ n~ ~ N S A ~ ~ ~ vvn -n m -n -n a.W
- ~ ~ D ~ - ~ 1 ~ r1^Z N N m X m ~1 D - 3Dpp10 ~ E~ n z m ~m IOC
3 N v ~ r31D- 0 m m n A - ~ m
~ i ~ mA=Az D mr~ A 6' ~ 0 O 3' ~ zNmmm t0 ~ N~ Z m - 1 r 1 -1 b r-
- 0 ~ y 6' m lP 'AO rn (l m ~0 -n ~ m
0 Q - r X tl - g 6 N m m Ao
A A tv = v A m 0 ® lT z m D ~r A DC m mN
~ ~ v 3 ~ ~ ~m ~ i- G~ m = A O = u r
N N fJ m~ m N~ A A 0 m
N wm ~ ~ z le m 0 ~(1 ~~r ( N DA O C- z 0~ 00~ D A r r A
-n N DDO ~z - m3 ~ cD ~ N -I -II ~z - 3z D O b v
z 0 mmm II g r -i ~ z N N ~~A 10 _ ~ m ~ _ m r-n m b ~
p N A A~ A~ _ ~ ~ J ~eS o m z ~ (1 N N mm
e ° m m0 z~ - m r r= ® 3 AA E
(1 m 54 -III ~ ~ rn m ~ ~ A 1 E - X -~D Q caP _II 3 p m
C C -L -1 ~ Dv ® m
N N m
0 0 ~ A ~ ~ Am
A W D 6 e ~ ~ a 0` ~ ~ w N - pl ~m z m O f - t rC(Clt A
mA ~ D ~ AD r OZ tt~~ A ~D ND ~
c c m D 0 m0 A =0 3 3 p3 z AO AD r= ~ Dm r D mO N 3
~ r m A3 m {N N 03 ~r rD z cD m ® ® A -if x
E ~ ~ = D ~ - v Nc zm me D =m ~N D D mm N 'D3 33 (n r D 3 ~
-lA mi ~ 00 m r ZA z3 v D i6 zc OA ~ ° N _ -zi z mA m z (lm v~ ~r A 03 ~ - ~ (1 m A
cn OJ - v ~ - N - ~D 01 J ~ N A W N - 3 N m D t A w w 0 ~ N ON ~ c mm 3z z ~N vmv m~ ® N -1 -n N
Om = A= m A D ~v ~ ~i{ -pzm A~ In -0
A D D~ v m m~ 1~ z mOz D r ~ m A 1 - AA r L D Or vy m Am0 m m m ~ y ® I'-411 i~ T
~ v ~I-( ~ -cnm ~ ~ ~ •o y~ rE Ol D 3 A ~0 - - 3 v ~ 0 v 3 3X - 3 ~X ~X v DD m mN r ~ v D~' ~m mt1N m lA m L - L m L(P m ~ -N -N l~c i ti (P 0 m 2'-0.. 2'-0"
D -ziA E ND r A ~ z~ QA EAR i ~ i ~ ~ (p D ~r ~ D - m3 A~ ~~D n Dv roe woo
7~; r m (1 ~ D Dy = N m z Lz m ~ D '~L N J J J J J J J J J J J r ~ z m -U Am 4 m N -OZ~,m A~~ <OA mpm b z --F mD- b0 m-A z-
Al A (1 p! 0 m r ~ 0 ~_N w ~ N ~ ~ ~ ~ ~ ~ y+ ~ ~ ~ ~y ~ m ~m ~ p m pf ~0 r = N ; N A A A A ~ m ~ ~ ~ ~ O0 z74 zm,0e m
<'D v AA A z rn (1m mAA 0 19 ~ ~ ~ ~ 0 ~ 0 0 A - fR D AA Dn m„ mr A A A A ~D °z0 poiW -Zi
N z AA 0 z v 0 ~ m c~D m O A L A J J J tP N O` Ul N~ N z U" -4 m (0 ;u
m ~ A ~ ~ A A (P U~ A~ i nm 3 -I 3 ~m rL-~ W ~ N A U' O~ O~ 0 U~ JAO J = m N ~rm~ 'm= rM~ O
rN m 0 z m p~L b b N N ~ l4 ~ ~ ~ ~ ~ m D= D~ o v ~ i ~ ~ - A z D rn Oz ~ -u :I c1n 0
n D ca-~ A ~ 0-c ?~~0 c mr = ~ r 0 -p ~ zG~z J z r 3r ~ A D A D G~c~ ~ i ~ ~ ~ ~ ~ ~ ~ ~ ~ Nm ~ m
mW Az N ~ m 0 0 ~mc ~ ~ ~ ~ ~ ~ Jx ~ fl mF- m ZJ> N
~m ~ - z A c OAm b ~ -p m E-n ~ ~ ~ ~ D zXD ~ r "n m 1> z
A A Dm Z m 0 ~ ~v0 m J J J J z 3 D..- 74 r ~z b
~ D N'~ v -p ~D m w A N m ~ N ~ J w ~ ~ n ~ cJr ~ ll 0 r v = pA ni ~ Ni S W N 1V A ~ N ~ N q~ ~ O mJ i X mp :1 rm r
m m A'~ m D z v ~ 00 ~ 0 ~ ~ N N 0 0 ~ b ~ ~ ~ p 5;0 v A z zzi i m p{0 g g 3 mm m3 r 1 3 A -D A
~r N N N O)m,(] i " N ~ O m -1 u, m ~ ~ ~ N N N N -
D A m z ~0` 6., B., A A A A a ~ a ro ~ ~ z NO ~ ~ n A D'z0 N N ~ cn v v 0 v 0 A
N r 1 AA 0 = ~ A zNZ ~ v v 0 0 m D i m m 0~ O~ N m
~ z D z D
61 pr Z 1 (P AvZ ~ ~ ~ pp pp J ~ mm A a 0 O v a s ro ~ 0 0 ~ ~ 0 ~ ~ ~
Ai m m Apf N-~ z OZ zcW i Iri ~ O (P -0
~ ~ r N~"1 j5 r m t.
N A 3r 0 0 0 0 0 0 0 0 0 0 0 m U1D3 ~ ~ ~ ~ ~ b ~ ~ ~ - (00 m w m
J ~ - ~ W ~ ~ ~ V1 J J J N D -1 N N N t9 @ N W W !D W N O rte- p b O A
v~~+ N _p1 2' MAX, p D
~Nn ^P m z~~ m~, @ 0 ~ 0 0 ~ 0 0 _ ~ D m ~ m in a J <mi+ 3 m m n -u
~ ~ 01 ~ -i-i-i-;= mrnD rD . ~ J ~ VI N Q) A N D A z m n °n z ~
A ~ ~ ,N.r u u n n„ D Zr yD v D A ~0 A 0` w z ~ n A
NNW~A 3x .p. ~tPA ~ N m N ~ m_~_ z ~ J N
~N c O rrr Am 0 a 0 N N ~ ~ DD fll ~
~ ~ A C DDNNA g P n Q o z
~ m -I ~ N N m D i- N _ D 0 v ~ Ol ~ 0 0 0 0 0 0 0 0 0
m AAAA~' W m ~ N ~ a ;y n z m v m_ O 0n m A
_ ~ ~ -I UAAA~O ~ z D r ~ AAAAAy (11 0 r O m OO rn N
DpD r ~3 ~ N tP N N N N tP U~ N m 3 r z 0 3 0 g C 3
~ tJ - O CCC~- O A Ja t+ A A A A A A A S ~ Z 00' OA C ro m ro a ro ro m ro ~ A~ m m Z a OOoo~~O A Z
- - -i ~Z~m -I j ~ xj 3 N r ~
MIN,
~ ~ O X ~ ~ A ,-A~ A N N W ~ W ~ r z r ~ ' ' N 41 A ~ ~ N W ~ Np ~ ~ E EEBOARD N ® FR
p- ~ - mm r U? w J 3 ~ ~ ~O m O
M ~ 1V N N -1 D x m R ~ 'T' ~ W ~ A ~ N W ~ ~ ~ o o° _ al -U p
1~1 ~ A N r
p6 _ T 1> ID
~1 0 ~ - - _ ~m `-z - 0 ~ Z N ~ ~ ~ ~ ~ ~ ~ ~ ~ m
N Q 0 rm E 71 m
n m N z v t9 tD N ~ = O OA m NN
- _ _ ('l'~ (1 3 1~1 ill m= ~ ~ N N N N - - -I D m 0 0^ A A A A w w W Oa pl ~
W to tJ _ D tp v .N. ~ N N N N N ca N N N O A ® m
~ N~ /~~A ~ ~ ~ o v v v v ~ o v v N C O N E m -o -o m m
r r ll N N m o ~ a a a m 0 ~ ~ a o ~ ~ -n
J~ A b 6 ~ ~ b ~ ~ b - 70 CJ ~ - ~ m ~ W J w - ~ 8` N 4` lP J J
x.! m N N ~ - w N W ID W ~ X.J c
N ~ ~ ITT (1 -~p ~ ^z rQ m
_ J ~ O1 J t~ ~ ~ Ll ~ N A th \ 1 IC
~ A m ~ ~ ~ ~
~ ~ w w
L ~ ~ ~ - ~ 'U ~ TI G7 -P - -p rn D
~ o t9 ~ v fn D o :E C) Q m 00 Z r z (D 0
(0 6 n £ ~ m
0 IA OJ °i 0 ~ ~ ~ ~;r' _ m D N p (1) 0 Z (A CL z
v 0 a ~`~~~1'~ { Q f , ~ ~ ~ i , ~ ; , Oo / r~
~ ~ z y j a7. •Z•z r r- ww cD rn
~ m ~ 0 ~ ~ , . ;r ~~i~~~ p~ gg~~ r~+ /,y o ~rnrnz c~
~ IZ vl ~ 3 ,C o P s y ~ • o=3 i l n o - C) ~Q r) 0 --1
¦ cD N ~ 3 f ~C ~ ® f ®C G ®i • m a I I N cD C 00 ®,®®®®®/1911°°°®°° p b p N
[It~ ~ ~ z • ~ ~ -VP p Ili
reer~s oro, o aro ?na o 3 o~~a z rn