HomeMy WebLinkAbout681 Gun Club Rd - 193731300007INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION
Telephone: (970) 328-8755
P.O. Box 179 - 500 Broadway, Eagle, CO 81631
COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE.
PERMIT# 2520-06
BUILDING PERMIT# N/A — Town of Gypsum
OWNER: Town of Gypsum
PHONE: (970) 524-7688
MAILING ADDRESS: P.O. Box 130, Gypsum, CO 81637
APPLICANT: Jerry C. Law, P.E.
PHONE: (970) 524-7688
SYSTEM LOCATION: 681 Gun Club Rd., Gypsum, CO
TAX PARCEL NO. 1937-313-00-007
LICENSED INSTALLER: Jim Wilson, AAAA Septic
LICENSE NO. 03-06
PHONE: (970) 524-9524
DESIGN ENGINEER: Jerry C. Law, PE
PHONE: (970) 524-7688
SYSTEM SIZED TO ACCOMODATE USES ASSOCIATED WITH THE GUN CLUB: CLUBHOUSE WITH KITCHEN FACILITY;
RESTROOMS; RV CARETAKER UNIT AND 4 RV HOOKUPS;
INSTALLATION GRANTED FOR THE FOLLOWING: 2,000 GALLON, TWO COMPARTMENT, CONCRETE TANK AND 1,700
SQUARE FEET OF ABSORPTION CREDIT VIA 85 Q4 INFILTRATOR CHAMBERS IN A SHALLOW TRENCH CONFIGURATION
BURIED 18" TO 30", NOT TO EXCEED 36". IF STANDARD INFILTRATOR CHAMBERS ARE USED, 55 WOULD BE NECESSARY.
SPECIAL INSTRUCTIONS: INSTALL AS DEPICTED ON THE ENGINEER'S DESIGN STAMPED, SIGNED AND
DATED DULY 6, 2006. BE SURE 85 Q4 UNITS OR 55 STANDARD INFILTRATORS ARE INSTALLED. ENCASE THE
6" SEWER LINE THAT GOES UNDER THE ROAD WITHIN A LARGER PIPE OR CULVERT AND INSULATE.
DO NOT INSTALL DRAIN FIELD IN WET WEATHER.
• The design engineer must conduct the final inspections and certify the system upon completion.
• As -built drawings are required along with the engineer's certification
• Any Building Permit Certificates of Occupancy should not be issued until the septic system has been inspected and approved.
ENVIRONMENTAL HEAL V
DATE: 7/25/6
CONDITIONS:
1. ALL INSTALLATIONS MUST OMPLY WITH ALL RE UIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTENI
REGULATIONS ADOPTED PURSUANT TO AUTHORI Y GRANTED IN 25-10-104, 1973, AS AMENDED.
2. THIS PERMIT IS VALID ONLY FOR CONNECTION TO STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND
BUILDING REQUIREMENTS. CONNECTION TO, OR USE WITH ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND
BUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT, AND WILL RESULT IN
BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT.
3. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL
SYSTEM TO BE LICENSED.
FINAL APPROVAL OF SYSTEM (TO BE COMPLETED BY INSPECTOR):
NO SYSTEM SHALL BE DEEMED TO BE IN COMPLIANCE WITH THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS
UNTIL THE SYSTEM IS APPROVED PRIOR TO COVERING ANY PORTION OF THE SYSTEM.
INSTALLED ABSORPTION OR DISPERSAL AREA: SQUARE FEET ( VIA )
INSTALLED GALLON SEPTIC TANK LOCATED DEGREES AND FEET INCHES FROM
COMMENTS:
ANYITEM NOT MEETING REQUIREMENTS WILL BE CORRECTED BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A
RE -INSPECTION WHEN WORK IS COMPLETED.
ENVIRONMENTAL HEALTH APPROVAL:
DATE:
Department of
Environmental Health
Eagle (970) 328-8755
Fax: (970) 328-8788
El Jebel (970) 704-2700
TOLL FREE: 800-225-6136
P.O. Box 179
500 Broadway
Eagle, CO 81631
www.eaglecounty.us
APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
ISDS Permit # Building Permit #
INCOMPLETE APPLICATIONS WILL NOT BE ACCEPTED (SITE PLAN MUST BE INCLUDED)
FEE SCHEDULE
APPLICATION FEE $350.00
This fee includes the ISDS Permit, Site Evaluation (Percolation Test, or Soil Profile Observation) and
Final Inspection. Additional fees may be charged if a re -inspection is necessary, or a pre -construction
site visit or consultation is needed. The re -inspection fee is $55.00. The pre -construction site visit fee
is $85.00. Make all remittance payable to: Eagle County Treasurer.
Property Owner: Town of Gypsum Phone: (970)524-7688
Mailing Address: PO Box 130, Gypsum, CO 81637
Applicant/Contact Person: Jerry C. Law, P.E. Phone: 524-7688
Licensed Systems Contractor: Jim Wilson License # C1-06
Company/DBA: AAAA Septic Pumping & Drain Phone: 524-9524
Mailing Address: 2788 Gypsum Creek Road, Gypsum, CO 81637
Permit Application is for: FxT New Installation n Alteration n Repair
Location of Proposed Individual Sewage Disposal System:
Legal Description: NE 1/4, SW 1/4, Sect. 31,T4S, R85W
Tax Parcel Number: 193 7313 00007 Lot Size: 57.492 acres
Assessor's Link: www.eacilecounty.us/patie/
Physical Address: 681 Gun Club Rd (1-70 exit #140, N. frontage rd )
Building Type: rI Residential/Single Family Number of Bedrooms:
�1 Residential/Multi Family Number of Bedrooms:
[( Commercial/Industrial* Type of Use:
*These systems require design by a Registered Professional Engineer
Type of Water Supply: n Private Well Spring F-1 Surface
If Public Name of Supplier : Town of Gypsum, 2" pure Core under 1-70
Applicant Signature : C)_d' , 4*"e
Office Use Only
RV + spec.
n Public
Amount Paid: o,� � Receipt#: /-43525" Check#: ���g Date: /&
DEPARTMENT OF
ENVIRONMENTAL HEALTH
(970) 328-8755
FAX: (970) 328-8788
TOLL FREE:800-225-6136
www.eaglecounty.us
EAGLE COUNTY
July 25, 2006
Jim Wilson, AAAA Septic
2788 Gypsum Creek Rd.
Gypsum, CO 81637
RAYMOND P. MERRY, REHS
Director
RE: Issuance of Individual Sewage Disposal System (ISDS) Permit # 2520-06
Tax Parcel #: 1937-313-00-007; Property Location: Gypsum Gun Club 681 Gun Club Rd,
Gypsum, CO
Dear Jim,
Please find enclosed ISDS permit, number 2520-06 to conduct the construction exactly as indicated on the permit
and the design drawings stamped by Jerry Law on July 6, 2006. It remains valid for 120 days. The enclosed copy
of the permit must be posted at the installation site. Any changes in plans or specifications must be pre -approved by
this department and the design engineer. If you are receiving this permit and have not been contracted to perform
the installation, please contact us immediately.
Also enclosed is a final inspection completeness check list to assist you in making sure all of the detailed points of
an inspection have been properly addressed before calling the engineer for your final inspection. It is important to
pay close attention to the special conditions which may have been included to address site specific issues. All
components of the system must be exposed for his inspection. It is extremely _important to remember to rake all
infiltrative surfaces and avoid installing systems in wet or frozen ground.
In addition to avoiding installations during unfavorable site conditions, please remember our annual time frame for
ISDS installations, unless otherwise specifically approved by this department. Permits issued on or before
November 15 must be installed prior to December 1. Spring field activities typically resume around mid March.
Avoiding the winter months promotes better site evaluations, designs and installations resulting in the best private
wastewater system for our customers. If unfavorable conditions prevail between the installation and the final
inspection (such as snow) special precautions must be taken to protect the drain field area from the elements.
Please keep this office informed regarding the progress of your installation so we can provide responsive customer
service when scheduling your final inspection. The Temporary Occupancy Permit (TCO) associated with building
occupancy cannot be issued without the septic system being finally inspected and approved. Systems designed by a
registered professional engineer must be inspected and certified by the design engineer.
If you have any questions, please feel free to contact us at (970) 328-8755.
Sincerely, �—
Raymond P. , REI4S
Director
cc: ISDS permit folders
Chronological file
design engineer
Encl: ISDS Permit # 2520-06
Final Inspection Completeness Checklist
Engineer's design
500 Broadway, P.O. Box 179, Eagle, Colorado 81631-0179
DEPARTMENT OF
ENVIRONMENTAL HEALTH
(970) 328-8755
FAX: (970) 328-8788
TOLL FREE:800-225-6136
www.eagle-county.com
EAGLE COUNTY
March 6, 2008
Jerry C. Law
DBA: JC3
335 Donegan Road
Glenwood Springs, CO 81601
Dear Mr. Law,
RAYMOND P. MERRY, REHS
Director
A review of our records reveals that the Individual Sewage Disposal Systems designed by your
engineering firm require final engineer approval in order to be closed out. As this is the second
request for this information I would ask that you forward it as soon as possible.
Currently, these properties are in violation of the International Residential Building' Code, Section
R110.4, and the Eagle County Building Resolution 3.04.09, and further enforcement action may be
taken against the property owner.
1. Dauphinais ISDS #1955-00
(Former Feldman Property)
605 Willstone Place
Gypsum, CO
2. Town of Gypsum ISDS #2520-06
P.O. Box 130
Gypsum, Co
Letter of Certification and As -Built
Drawing
Letter of Certification and As -Built
Drawings
Thank you; for your prompt attention in this matter, and if you have any questions please contact me
at 970-328-8753.
Sincerely
Sharyn Vellenga
Code Enforcement Officer
cc: Raymond P. Merry, REHS, Director, Environmental Health
Andrew Jessen, Code Enforcement Officer
OLD COURTHOUSE BUILDING, 551 Broadway, P.O. Box 179, Eagle, Colorado 81631-0179
ISDS Permit #��6 Inspector Date 9 t 2_71 b C
ISDS Final Inspection
Completeness Form
Tank is _JQ2�gallons. Tank material
i/ Tank (1) is located ft and degrees from
Tank (2) is located ft. and degrees from
V Tank set level. Tank lids within 8" of finished grade.
Size of field ft $S units lineal ft. Technology
Cleanout is installed in between tank and 4mmse and one every 100ft?
"T" that goes down 14 inches in the inlet and outlet of the tank. Effluent filter on outlet- Yes or No
d outlet is sealed with tar tape, rubber gasket, etc.
aq
Tank has two compartments with the larger compartment closest to the house. a
Measure distance and relative direction to field. Se_c CA
Depth of field a _L/ ft.
0 / A Soil interface raked.
Inspection portals within each trench.
Proper distance to setbacks.
Chambers properly installed as per manufacturers specifications. (Chambers
P ( ambers latched, end plates properly
installed, rocks removed from trenches, etc.)
`f Splash plate(s) installed at trench inlets.
5 D 3 -�
Type of pipe used for building sewer line . leach field '5D 12 5 S
Other X.�, {2��
. o Cl-c, cA_"� . �M (�Le,e�. -kzj
Inspection meets requirements. UA`j-
Copy form to installer's file if recommendations for improvement were suggested.
ACTION TAKEN:
Setbacks:
Well Potable House Property Lake Dry Tank Drain Field
Water Lines line Stream Gulch
Field
100
25
20
10
50
25 10
Tank
50
10
5
10
50
10 * 10
c� fo Inspector Date t
ISDS Permit P-
ISDS Final Insuection
Completeness Form
Tank is gal. Tank Material Q - 0Ak_L
Tank is located ft. and ,degrees from
Tank is located ft. and' degrees from
Tank set level. Tank lids within 8" of finished grade.
Size of field ft units lineal ft. Technology
Cleanout is installed in between tank and house(+ 1/100ft).
"T" that goes down 14 inches in the inlet and outlet of the tank. Effluent filter on outlet Yes or No
Inlet and outlet is sealed with tar tape, rubber gasket etc.
Tank has two compartments with the larger compartment closest to the house.
Measure distance and relative direction to field.
Depth of field ft.
Soil interface raked.
Inspection portals at the end of each trench.
Proper distance to setbacks.
Chambers properly installed as per manufacturers specifications. (Chambers latched, end plates prop
installed, rocks removed from trenches, etc.)
Splash plate(s) installed at least in first trench inlet.
Type of pipe used for building sewer line , leach field
Other .
Inspection meets requirements.
Copy form to installer's file if recommendations for improvement were suggested.
ACTION TAKEN:
Setbacks
Well Potable House Property Lake Dry Tank Drain Field
Water Lines line Stream Gulch
Field
100
25
20
10
50
25
10
Tank
50
10
5
10
50
10
*
10
I
`
A/Al
�W w7
4 �•
W O
cn
f
l
}
ra-
M
f}J
•,l�,i f J
g
y
O
.A
..i,
C
IF .7w
P—'l�
Q-V
sz 00 r- �Z l
-Yyd
J
Ls. c-C
�� 11
m
Wes,
Gjpsum
50 Lundgren Boulevard • PO Box 150 • Gypsum, CO 81637
Telephone (970)524-7688 • facsimile (970)524-7679 • www.townofggpsum.com
Mr. Ray Merry July 6, 2006
Director Eagle County Environmental Health
500 Broadway, Eagle, CO 81631
(970)328-8755
Reference: Septic Permit for the Gypsum Shooting Sport Facility
Dear Mr. Merry:
Please find attached the revisions for the septic application which we discussed in your
office on June 15, 2006.
The percolation test was performed by me thusly:
--April 27, 2005, 4:20 PM completed the digging of the three test holes and filled
each hole with 7 gallons of water.
--April 28, 2005, 9:50 AM (cloudy, 45 degrees F) each hole received 5 gallons of
water and was allowed to perc to the bottom third of the hole.
--April 29, 2005, calculated the perc rates ranging from 6.0 mpi to 11.7 mpi. The
average of 6 times was 8.2 mpi.
The test pit was dug 7.0' deep. It consisted of 2" to 4" of silty loam on the top, with the
remainder of the hole being silty to rocky soil.
Design basis-- In the past, the Gun Club has used a closed system outhouse and porta-
jons to accommodate their personnel. They have plans in the future to: expand the club
house, add modern restrooms, develop an RV caretaker unit for security, expand the
shooting facility, and surface the parking lot. Although they usually do their cooking at
home and have potluck -style meals, I designed the septic for the possibility of a kitchen
being added in the future. The septic capacity also includes the flow of
1) 4 RV units with two people each at 50 gpd (no laundry),
2) Special event of 100 people at 5 gpd,
3) Special meal of 100 at 2.6 gpd.
Usage-- The members normally shoot every Monday night during tolerable weather. The
longest shooting event they have held is two days long. They typically hold matches for
only one day every two weeks: 2006 is scheduled for 6 trap -shoots, 6 cowboy -shoots.
IThe over design of this septic system is deliberate to minimize maintenance and allow for
future expansion. The Town of Gypsum Public Works Department will oversee the
COMMUNITY records for the septic maintenance. Please call 524-7688, or email
DEVELOPMENTJM@TownofGypsum.com if you have any questions about the design.
Planning
Lana Gallegos Very Respectfully,
Ken Long 4Z�e-
Jim
Engineering Hancock,
Jerry Law, PE Jerry C. Law, P.E. Town Engineer
Building Department
Randy Pete" Petersen
Dave Tym"ch
Administration
Anne Es6enskacle
RECEIVED
JUL 0 I'D' 2006
ENVIRONMENTAL
HEALTH DEPARTMENT
PROJECT tic r!g , sal v, s :31 ig5, r� ���.� � Gy ' ..
PROJECT J - ow7i 0-�- GWS.c, M 6(WA) C� L LLB PROJECT CONTACTS
project description t�iqpfic, �e�s � d , ec ;,O(C6�C,, A� AR,� q b c t�
date
task/action
follow-up
start
date
completion
date
eta C CZE
(U� -(17
do LL_
I
�Y
���1/�,a ;�
<� ref ro a
s ,�.P
�v� ,L o•.�
�- w
�� fL��
t• �i
Ge_el
✓Jl�
1,41
�S(il NJ 1 d GL 4- /`G+/
+Gw
a 6J t
/
t g s-L/
IS Y
✓d
r ,i y�
6� �✓ �
rf
✓
!8
61
iCA
s
r
e
N
�L
g
name
phone/fax
e-mail
e��psccm
R p, Box 130 FisuoyZ
Jink U)its�►
,qRaq
panlpihy ckrou,r)
documents e,
r I
notes
�
�
t
� I � � �� � � � i Ise a�i
� •, ;• , I
i � i
_ �� �
� � � � � I
x
NOTES
r
9,o cn>�rnw Nm!I
tonu CD = r0 Dm
' p s=zC)m>z0--1mD vow
3 0 �.mr*Izc�n�=Dr
OOP0zr-mm mOOrcn om
mcorn Worms\� *mmm
gc�<-p0 P Zo—iZ�OO5 rn3 0
3 �r+mD�DjO Z� ZO 1 0'
n rt O Orr,
D M n 0 m� r m� o U 3
D�IrZ
y O.0 rn2�O�— DDT. Qo 0
V < In z�mzCOo�z�I°
N° y CDo--';om�wZ'o
N O
� Z D�COC0
O yO-00560 o ?.a
'OEn
3p+�pm w—NZnmFnmZzon3moor-ow Z-i
�,
o
a
m aa�z58 LI)
p s>-m
sv ff0DO m O D m?o-UOM�
�, -1
CA
0-ri' SZr+ _-oZ
p �� ��� 0000Z V J �30� m
p m V O N NNNC R. o m
A) M M N 3
p d 3 n 0_ Of
X Q. 0 0
a M M(D r � o
'+w - c U P � P� �o Cto w =O � A
�F n �+ n `- a
hhz n Sn S ov COL D F—
r T
+gyp Q 3 `kn G 1 i� -1 (n L j'0 f m ci
UI 3 s
3 LA
3 E 0 0 3 0 0
ro
m
`+3n 4. O f f i ��� J�D
y o 'O rp ^ eo
�ifDc'o D
n D �br Ci ti� °° rn
Qo�nP 3-3
...3 rp O Q
E — auuoi4.:D a _-
-�
h_(A L °
m ,°
U, liz
y o
3,50
/� �G D A N //Vi/!
o rt 0 ZY (A)
7 fD O
oCD m, n x
__. n 47NVouta 24.4' CD Ql
<+ i rr7 O a l w
Q �k r-� C M C1 0
A C 3 rp �o n
3 3 ►' 1A Qwi N tE O
Z 3 o t3 0 t3 z /Ij B 1 :6j24.7' n
Ul 3 P Q D O o 3:� O r \�%� 57 rD
rD 7 n o Q of c _t
cn U1 `f U) 3 11 11 I j
cn(D li v I1 0 �� q�A I' O
e-f 0-(Jo Z II IU x Z �on.a.L�'fioA U c-i-
LTI
Q o tA ^ �►> 0 3 _0 O O Q
Z� Q UI II 0 3 9- O i a \ /� T
77
O 3' � N tl x +
P r 0 m 7-0
0 N
3 N 0- . ro f0 ; UI
oZ LA 3
0 Q C 11 3 Q� \\ bb OG �h0 \ \\
3 O cn II II o x
I o cn a (Q \ \
E 3 Q 3 fU CD
o s -4 co
Q ,3 N a; ch � ( \ 11 J
f 3 Q In o x x - • c
S Q -% \ LnkN CN Vi hs O 1 \
j
Q Nfo 3 m v m\ 3h
rtj3 Q �+ z w -4 Q+ ozo \
�+ UI n OD %O y 3 <
5°A Z
o � Q N II II n �, -30 0
O� t—v c(nD cn O
z 3;u `
In u, * f �Q h
�rn
OTNo�os� o-� om rD o
00 �M_ o
o c0
° o any o
(Dr L C)
N.
rn _
ig
��0oo a
p D O 7 _
�
v�
3. 0;?
0 l
a3 X a p..
QO O
.« EO
pOa D
x�rn°n
a.
cco°Q�
E(D =r MAN
C\ t
Oi O Q
O
4%Nt;
6`314
4 %NV
cOo m , --i WrC)NDm�
0 0=ZnmDZ�IrmD
0:3 IT1�rZ CinrIJDr
toil to Zfr'�m -nm�0M�r�1MM
I'*—17Z.D7�C�
�,-rfr Mp I DU C
OoDmnnmxr-m--o
CD 0 :3 < D> -< I r- Z -<;o
a0 UMAOmZOo=JDT.
O'< *%nZAM�01 o,
ho aO��rmrwZO O
�Z D5jc�COO
'*rt, 0(n 2>MC5600
p O Nam_-,Or-OKO-u
.-r Zc7ZmZ7mrmDr
Z
3������ <R-rnL/I0*
CD
Z�nmcn'
'0-0 45-0D0ImT o -n
cu 30—I Do 00 D
n �OmX.Z7cnfD �
O vim cnp
So N
2 Z rt
F
(D ��
N CD O
�I
CD
3
3-
O
Q
cD
3
a
0
h
0 0` to 0 (n
h h �
p rohS —S
MM7
D
U n0
N
nj
h 3 t Q
�O
n S
n
h�1 to 0
h,< 0-
SNP 3
D Z N 0
--3,+
N p
p i 3
n 3 T
TM
�oQo
Qv�
r•UIUIo
0000
-ham-h'fi3
to NNN
N t0 N t0
�+ C+ 1+ �F
cnrv�r�
m rDmm-�
p'opD
,+ n .+ n z
F SF 3-nm
U1 2? + Z? ..
`G mpto
h r
ro
3 O cF 0
O
O Q
-0
O ^ Z
D On D D
c
M N o
N
Q1 3
LA p
O o �
h
v
P 3
m H
r.
n
N
(.a < <D
Z 3�
o
3+>
�+
tD
3
3
o cD
<+ 3
n
e+ p-0
(O Z
Q>
.+
D
D
O T1
9-
UI 3 p
57n
p
o
0
-3
z
p
�' o
o£
LA
CD 11
II
II
p
'0 r
Y
co
N
X
(+ Q W
'0 Z
Ln
o
0
3
(.AQ
:3
'h
\
\
W
i N a.
X
Ul D�
3
II
-
3
'0 O
Q. O
o
\
p N
3 0-
-
Ln
!U
m
U1
t7
N
77
p
c3
tA
n
Ut
3' X
c+ c O
o Z
UI
Ln 0D
pNi
3
to
P o
0-0
c+
O :
II —
p
p
f
�U
S
30
O
oil 3
3
II
I I
X
C
P
CD
CD
oUl
f N
3
Q
JOD
3
Ln
0 N
S
3
c+
14
X
N 0-
v
h
U1
�D
XX
'33
3-1O
0
\
-
Lnk
D N m
3
II
II
�o
c0
3 p
�+
w
v
v
9- +
ro
to
OD
r+
CD
CD A c
r3o
�D
to
n
u-o
u
O �o
S
t
P
Q
Q.
aL
O O
O O
Z
O
VOS lOV2Jl 3NIl 11a3lSV-
l l \ M„ SO,OO.00N
L9'609
� r
O
v
f Tm7 Z
•
\ � O
i
A InN
m n�
>N
(7
C
L
r
�
z
^D
J
OD
m
O
x
rO
m o
z
l
<
m Ci
0 O
Z
m
—i r
50
Z
�
D
O
41
U) ca
m
n w
w
D w _,
ro;z
Do
�N
{n N
n
\
� N
O
D �
W
0
M„SO,OO.00N
,ZO'L88t
_
r
D
m
O
r
m
r
Z
m
(n Z
mm
(n
i
In
C C
m
-T
C4
6N1
C C
u
(D CD (ID
(D
(D
Q
C
O
I3
����-
Lo
..
C: Lin _
O
-7 (D
n
O x
-z 0 -p
3 Q
�".
kld3.LSV3
3„ 9S,O1.00S
3„99,O LOOS
AZ
WL
a
CD
Az
�No
M N N
CDm
n\
r
n 0 N
�_
W C
C)
o
CD
r
z-
IN
s
vC
v �y,y
r
p�,!
,«�` , .. '"fir .. �:. ' ' , ' <. . i► s;
I
- .
y Y
{.� t
,. •� 5 c ,. ,� ,: ,, ;;. _ : a .. it i 'i
n S
y
,
i
_w •�
AL
41
At N
.t .. f- h - 1 I!•+j�. s .... n . _ a'^.r ti1',. -. - .. .. .-:.. _.,,.� ...,.. ,. .. .. .,: ,-.: � [°• '.�f
,tea I
w.
r
A4t Its
J _ _. +�
t l
w Vie• r , t>,. „.
AP
.i,Pr � .� �•.. § a ._ .... r .. _ fir. «'�, # -:� , : � G _. ;. <y ,., : .. . __ ` r; .., � -
10
W
-
.
. fw
, wu
t
TL"
_
,
:.: r )) ..P^, <'; r'+1 . .[S}. �+ :. _ � . "�' 1 � •. r _ � ..� � r` ' -f,, ' Ins - v +!
:... ..:.. '.:. '... ..,: . S— , .. j y- , .: 'y. s.:.aa3�e . / r^ � ,. . .:Yti,: . f� '' •'+° H �s
l� I
R Y
.-.�,� P J4'Ai.C,. n:....... 1 :a✓i:F.. 1 F Cl : ... viS _ • .1. r .. 'f: -,..:.
c
1'
I
JI ^
yy 401
y.. •mil � `...'. , .�-
�`•,-.gym. T,,-,d 1 '�. ..;.n. � _ -: _ -.: .. s .. _' i �,. i. '. eP.^t ^:'7 ,. ,: .,. a "R; A ry'..
It
01,
i
r � •
_
-_-gym._... •�,_ •-.. 7• • � '
�,_ 1. -•._. — � `—�-_ `� ,. _ ,. ,, - ,. �, .:: ._;•�,. g
ft
,
r
I
r t ,
1
-
- i
u`
-
r
-r
,
I
"
` , Y
may. d•• i
•
, a '^ -. _ ". � t •, '' :sV,
�"
tiT
4 <
-
Ae
as-
„ 1
y
d
�F
a
!EL,r.,
7- + y
,
ill
Jr -
At
qk
Ak
Nil
NN.
40
Y
,
I
•..,t �, - �, r :..... ' ,,- ,. , :.:. ,.- ^•- •.-+..... -�• s.;. ,. `_ ,' .\ �. 'yam .wr:' ♦• .- -:o: r
t ,
:
I
LL �
r;
j ~ _
rF
y
Y
a
n
• l ,
a _ ,
4 •
N /
T \
,
s•
X
gAu,
M
�t
.
.l
Af
_
-
-�, � i l .. _ , . ,: � Via. - _ � \� . �. -•, '�. � _
i -
• 'n
y )
\t
,
�n /1
,x.
ti t
• N -
" C ,
,
w �,