HomeMy WebLinkAboutSWG2023-00337 - SWG Application / Design - 8/10/2023 a : 584
MASON COUNTY 415N 6THELTON:STREET,sHELTO70, EXT 400
SB ELTON:360427-9674 EXT 400
BELFAIR:360-275-4467,EXT 400
Public Health & Human Services ELMA:360-482-5269,EXT 400
FAX:360-427-7787
On-Site Sewage System Permit: SWG2023-00337
APPLICANT SHAWN BENSON Phone:
Address: 9509 39TH LP NE OLYMPIA, WA 98516
OWNER SUNRISE RESORT ON HOOD CANAL Phone: 1.360.970.9591
LLC
Address: PO BOX 323 HOODSPORT, WA 98548
SEPTIC DESIGNER Adam Hunter-Jim Hunter and Phone: 360-753-1226
Associates
Address: PO Box 162 OLYMPIA, WA 98507
Site Address: 24520 N US HIGHWAY 101
Primary Parcel Number: 422125001009
Permit Description: Table 9 repair reserve installation for Sunrise Motel
Permit Submitted Date: 08/10/2023
Permit Issued Date: 12/27/2023
Issued By: Rhonda Thompson
Current Permit Fees Paid: $1,215.00 (additional lees may be required upon installation of system).
Permit Expiration Date: 04/05/2026 (based on date of inspection)
Permit Conditions:
1 Proposed development subject to zoning requirements and approval by the planning
department staff per Mason County Title 17.
2 Permit must be installed by a Mason County Certified Installer unless prior written
authorization from Mason County is obtained.
3 Drain field installation not to exceed designed upslope and downslope depth specified on
design form.
4 Installer is responsible for obtaining Mason County installation approval prior to backlit;of
system components.
5 Installer is responsible for obtaining Septic Designer/Engineer installation approval prior to
backfill of system components.
6 Mason County Asbuilt Form, Record Drawing, and Installation fee must be submitted for
final installation approval.
7 Property owner is responsible for making sure there will be no driving/parking over
drainfield and tanks.
THIS PERMIT MUST BE ONSITE DURING INSTALLATION OF OSS.
PROPERTY OWNERS ARE RESPONSIBLE FOR DETERMINING AND MARKING ALL PROPERTY LINE AND EASEMENT LOCATIONS.
THIS PERMIT MAY BE REVOKED IF THE SITE CONDITIONS HAVE CHANGED SINCE THE SITE WAS INSPECTED AND DESIGN APPROVED.
FINAL INSTALLATION APPROVAL IS REQUIRED PRIOR TO TEMPORARY OR FINAL OCCUPANCY OF ANY RELATED STRUCTURES.
For Final Inspection visit: masoncountywa.gov/healthlenvironmental/onsiteloss-inspection-request.php or call:
360-427-9670, extension 400.
121 S bSo . Uct;e
OFFICIAL USE ONLY
SON COUNTY PUBLIC HEALTH DATE RECEIVED
% �(' . 3�
C4�N�QfiT EWAGE SYSTEM APPLICATION DVy1TIN 5 C co
o �'
'� 41O kJ 415 N 6th Street(Bldg 8) Shelton WA,98584 A ♦ PE
y C y
�S�eV��VE� Shelto 360-427-9670 ext 400 BelhlL364]]5-046]ext 400 STAG �L� -COSI 7 Z N
.J VV VV �/W✓ i 1 A
�
\g/y APPLICANT PHONE > D
SHAWN BENSON 3609709591 m m
MAILING
STREET STATE ZIP CODE r
9509 39TH LP NE OLYMPIA WA 98516 a
ADDRESS
-STREET CITY ZIP CODE w
SU 24520HWY N US 101 SHELTON WA 98584 A
,�` NAME OF DESIGNER PHONE
ADAM HUNTER 3607531226
NAME OF INSTALLER PHONE
TBD TBD
g
CHECK ALL APPLICABLE ITEMS DRINKING WATER SOURCE
R
O NEW CONSTRUCTION 0 RV HOLDING TANK ONLY 0 PRIMAIL INDIVIDUAL WELL N
❑ REPLACEMENT SYSTEM 0 INSTALLATION PERMIT ONLY ❑ PRIVATE TWO-PARTY WELL Z
L� TABLE 9 REPAIR 0 SINGLE FAMILY 11 COMMUNITY.PUBLIC WATER SYSTEM RI
O TANK(S)ONLY 0 COMMERCIAL SYSTEM NAME. EI aDSFOT
❑ UPGRADE TO EXISTING 0 OTHER: BEDROOMS LOT SIZE I I
vl
(] EXISTING FAILURE "Recordmowing required 0.86 CO
BFSFRVF ARFA TO RF INSTAL I Ff1°'e"m:mlat"n,- "°""°1N6'"°°`°" r lc
DIRECTIONS TO SITE-SE SPECIFIC AND ADVISE OF ANY NEEDED INFORMATION FOR ACCESS(ex.locked gale} 0
HWY 101 NORTH THROUGH HOODSPORT TO SITE ON THE RIGHT.
I—
qhe -4 01Untl iYl 04- hCS{ Yv P O hfi _1 rp
pp
SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS 1
OFFICIAL USE ONLY BELOW THIS LINE
UPGRADE/FAILURE SOURCE(for Ripening purposes)
❑VOLUNTARY ❑MAINTENANCE/PUMPING 0 BUILDING PERMIT 0 HOME SALE OCOMPLAINT 0 OTHER. _
INSPECTOR SOIL LOGS COMMENTS/CONDITIONS
TO-'.70 V CI ctis CT-fiat I )
IN'2= 0 3L1 Cp S I I
suf-Zo Al C7C. S (ripe-I ) 1, ,
1.41.
SOIL CODES:
=VERY G=GRAVELLY S=SAND L=LOAM S=SILT C=CLAY E=EXTREMELY R=ROOTS
INSPECTOR SIGNATURE DATE APPLICATION EXPIRATION DATE APPLICATION APPROVFD BY DATE
krantey`oi Li 15173 k / c( z,G Ft ta^'i i471717--3
THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED/Yn/x015
DESIGN FORM—PAGE ONE Assessor's Parcel Number: _d i a -- s{L -- ci L o_i
A design will be reviewed when 3 copies of each of the following are submitted: ,
"Completed design form that has been signed and dated. " Scaled layout sketch, including all applicable items on checklist
" Scaled plot plan,including all applicable items on checklist. "Cross-section sketch, including all applicable items on checklist.
This form may be scanned and available for public view on the Mason County Web site.Maximum paper sire: Il"S 17"
PARCEL IDENTIFICATION
Permit Number: SWG 2-oV5-OO?j-7 Designer's Name: ADAM HUNTER
SHAWN BENSON Desi Designer's Phone Number 360-753-1226
Applicant's Name: K
95D9 39TH LP NE PO BOX 162
Mailing Address: Designer's Address:
OLYMPIA WA 98516 OLYMPIA WA 98507
City State Zip City State Zip
DESIGN PARAMETERS
Treatment Device
❑ Glendon Biofilter 0 Sand Filter 0 Mound lciSand Lined Drainfield 0 Recirculating Filter.Type:
IVAcmbic Unit MakeModel BIOBARRIER 30 �0 Disinfection Unit Make/Model fi Other:
Eli
Draineld Type
❑ Gravity M'Pressure 0 Trench 0 Bed 0 Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms 52OMEAMS I EM"°.E._ t/ Schedule/Class 40
Daily Flow: Operating Capacity 1986 V gpd Length 66.5 ft ✓
Daily Flow: Design Flow 2648 V gpd Diameter 1.25 in
Septic Tank Capacity 3000 gal Number 20 ✓
Receiving Soil Type(I-6) 1 Separation 2 ft ✓
Receiving Soil Appl.Rate 1 gpdft2 Orifices
Required Primary Area EXISTING ft- Total Number of Orifices 440
Designed Primary Area EXISTING ft2 Diameter 1/8 V in
Designed Reserve Area 2660 ft2 Spacing 36 in
'French/Bed Width 10 ft V Manifold
Trench/Bed Length 266 ft fr. Schedule/Class 40
Elevation Measurements Length 50 ❑
Original Drainfield Area Slope 0 % Diameter 1.5 in
New Slope, If Altered 0 % Preferred manifold configuration used? 1.y Yes 0 No
Depth of Excavation Up- inoe 57 in ✓ Transport Pipe
from Original Grade Draw-slope 57 in ✓/ Schedule/Class 40
Designed Vertical Separation >12 in V Length 100 ft
Gravelless Chambers Required? 0 Yes 0 No ItOptional Diameter 2 in
Pump Required? Sr Yes 0 No Dosing and Pump Chamber
Pump/Siphon Specifications Number of doses/day 24 ✓�
Difference in Elevation Between Pump Shutoff and Uppermost Dose quantity 1"100..3333' gal
Orifice i2°° ft Chamber Capacity �"" ✓o1 Z� gal
Uppermost Orifice Higher 0 Lower than Pump Shutoff Pump controls: Please check those required. gK✓rGt�
Capacity ii Total Pressure Head 45.312 gpm timer Ii7Plapse Meter I'Event Counter
Calculated Total Pressure Head se s78 ft If Timer: Pump on 110.33 GAL , Pump off 1 HR
Comments
THIS DESIGN IS FOR A RESERVE DRAINFIELD AND TANKS FOR THE SUNRISE RESORT. THE
RESERVE COMPONENTS ARE ALL TO BE INSTALLED AND FINALED.
DESIGN FORM—PAGE TWO Assessor's Parcel Number: `lc „2 a I /9) -- 1_CL -- s;_1'—Dv 9
Permit Number: SWG
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
g Test hole locations Er Drainfield orientation and layout Reference depth from original grade:
g Soil logs 12f Trench/bed dimensions and I' Septic tank
❑ Property lines critical distances within layout g Drainfield cover
g Existing and proposed wells g D-Box/Valve box locations Reference depth from original grade
within 100 ft of property 10 Septic tank/pump chamber and restrictive.strata:
❑ Measurements to cuts,banks,and locations 0 Laterals, trench/bed, top and
surface water and critical areas g Observation port location bottom
❑ Location and orientation of g Clean-out location ❑ Curtain drain collector
curtain drain and all absorption 12' Manifold placement ❑ Sand augmentation
components
Er Orifice placement Other cross-section detail:
• Location and dimension of Ef Lateral placement with distance ' Observation ports/clean-outs
primary system and reserve area to edge of bed
6 Other Information
Pi Buildings II Audible/visual alarm referenced Yes No
• Direction of slope indicator Ef Scale of drawing shown on scale Ig 0 Design staked out
g Waterlines bar ❑ D Recorded Notices attached
g Roads, easements,driveways, 0 0 Waiver(s)attached
parking 0 0 Pump curve attached
g North arrow and scale drawing 0 ❑ Evaluation of failure
shown on scale bar Non-residential justification
❑ ❑ Waste strength
❑ ❑ Flow
DESIGN APPROVAL
The undersigned designer must bet . I , • s a er at time of installation ',Yes 0 No
7/25/23
Sig'at .�� Designer Date
The undersigned has reviewed this design ' behalf of Mason County Public Health and determined it to be in
compliance with state and local on-site regulations:
(C.VV1 le I7,7IzTh
Environmental Health Spec alist Date
CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION:
/ The design is stamped"Approved'by Mason County Public Health.✓ ��,
The Onsite Sewage Permit has not expired,the Permit Expiration Date is:
✓ Drainfield site conditions have not been altered to adversely affect conditions of design approval.
Please Note: The system must be installed by a certified installer,
unless prior authorization is obtained from Mason County Public Health.
An Installation Fee is required.
This form may be scanned and available for public view on the Mason County Web site.
Updated Date: 12/7/2015
MASON COUNTY HEALTH DEPARTMENT
ON-SITE SEWAGE DISPOSAL SYSTEM DESIGN
SITE C: PARCEL d. 42212 50 010 09
DATE SUBMITTED'. 9/20/2023 LEGAL/LOT N
SUBMITTED BY. ADAM HUNTER
APPLICANT: SHAWN BENSON
ADDRESS:
I.CALCULATIONS
NUMBER OF BEDROOMS=
RESIDENTIAL GPD FLOW= 0
IF NON-RESIDENTIAL-GPD FLOW 2648
WILL BE AS FOLLOWS:
GPD=
APPLICATION RATE= I GPD/FT2
REDUCTION=LenvLS Ob<vN�� nn o-a. .
DRAINFIELD SIZING
ABSORPTION AREA= 2660 FT2
TRENCH LENGTH OR BED CONFIG.= 1 OFT X 150FT AND 10FT X 116FT
SAND LINED BEDS
II.WATERPROOF SEPTIC TANK
COMPOSITION AND SIZE= 30ecGAL TRASH FglOA ED BY MIOROFAST 30
NEW OR EXISTING NEW
III.DRAINFIELD CROSS SECTION
DEPTH TO DRAINROCK BOTTOM=
ROCK DEPTH BELOW PIPE= 0'-6'
SEPARATION FROM TRENCH BOTTOM TO IMPERMEABLE
MATERIAL/SEASONAL SATURATION=
FILL DEPTH=
TRENCH WIDTH=
IV.PUMP REQUIREMENT
DOSING VOLUME IN GALLONS= 110.33
GRAINFIELD
PI k
NUMBER OF DOSES PER DAY= 24 vwi,.c.i A
V.PRESSURE CALCULATIONS
USING PIPE CLASS 40
ORIFICE 1/8
46k,
SFp1
B Rec.FiVoOZ3
2
ft
9/20/23 IC
a APPROVED RE*/A S E D
? JEC 27 2023
..:'� T '�jti N : , L_`G4 -L H"' T
nv»..,.». .�\'-^ :E
LATERAL#1 =
SQUIRT HEIGHT(FT)= 5.00
INOIS(2j OPIF CE DISCI IARGE RATE=:11 ml X ORIFICE CIAMF I SR)SQ1x
50 ROOT ORT DIAL PRESSURE HEAD)
ORIFICE DISCHARGE RATE= 0.41193
LATERAL LENGTH IN FEET= 66.50
ORIFICE SPACING=
DISTANCE FROM END CAP=
NUMBER OF HOLES= 22
LATERAL DISCHARGE RATE= 9.062
LATERAL#2=
SQUIRT HEIGHT(FT)= 5.00
ORIFICE DISCHARGE RATE= 0.41193
LATERAL LENGTH IN FEET= 66.50
ORIFICE SPACING=
DISTANCE FROM END CAP= T 9
NUMBER OF HOLES= 22
LATERAL DISCHARGE RATE= 9.062
LATERAL#3=
SQUIRT HEIGHT(FT)= 5.00
ORIFICE DISCHARGE RATE= 0.41193
LATERAL LENGTH IN FEET= 66.50
ORIFICE SPACING=
DISTANCE FROM END CAP=
NUMBER OF HOLES= 22
LATERAL DISCHARGE RATE= 9.062
LATERAL#4=
SQUIRT HEIGHT(FT)= 5.00
ORIFICE DISCHARGE RATE= 0.41193
LATERAL LENGTH IN FEET= 66.50
ORIFICE SPACING=
DISTANCE FROM END CAP=
NUMBER OF HOLES= 22
LATERAL DISCHARGE RATE= 9.062
LATERAL#5=
SQUIRT HEIGHT(FT)= 5 00
ORIFICE DISCHARGE RATE= 0.41193
LATERAL LENGTH IN FEET= 66.50
ORIFICE SPACING=
DISTANCE FROM ENO CAP=
NUMBER OF HOLES= 22
LATERAL DISCHARGE RATE= 9.062
Il9/20/23
,,..
i - l V E 1..
1, = DEC 27 7( i
qL Y N4seh{ I -,
N _ t.
..,
LENGTH DIAMETER FLOW FRICTION LOSS
SECTION (FT) (IN) (GPM) (FT)
AB 100.00 2.00 45.312 3.3415
BC 1.00 2.00 27.187 0.0130
CD 2.00 2.00 18.125 0.0123
DE 2.00 2.00 9.062 0.0034
EF 66.50 1.25 9.062 0,8082
TOTAL= 4.1783
"TOTAL HEAD LOSS "
1)FRICTION LOSS THROUGH SYSTEM= 4.178
2)ELEVATION DIFFERENCE = 5.500
3)ORENCO ALTERNATING VALVE = 15.000
4)RESIDUAL = 5.000
TOTAL= 29.678
tYL
sizoizs
114
I, APPROVED
DEC 27 2023
r, L+r 4.'T, -F ELT'
?
Ff .r
!'
i " J
....: 1
Performance Curve
130 120 "--........, A=405011 EF5/405012EFS
B
Ha C=415012EFS
ap
C=415012EFS
vo 0=420012EFS
0
!0
0 C \
20 B
p IA .
0 PO 20 30 ao sa 80 ?I 80 go 100 Iro 120 Isp
Gallons Per Minute
NO-LEAD:The weighted average of the wetted surface of this no-lead product contacted by consumable water contains less than one quarter of one
percent(0.25%1 lead.
A.Y.McDonald Mfg.Co. Toll Free: 1-800-292-2737 sales@aymcdcnald.com
P.O.Box5 8IA FHours:
s-7.0-a m.-5. www.aymcdonald.com
Dubuque,IA 52004-0508 Hours:7:00 a.m.-D00 p.m.,CST
A.Y.McDonald considers the Information on this assembly drawing correct when published.Item and option availability Including specifications are sublect to change without notice.
APPROVED
fill
seal. 9/20/23 DEC 2 7 2023- -
- - ,z; �`hSCM •�., t ��tt -EA,Tr
s E,.
"4'J
t .�`.
2d'"
C O<%1> 00000 0 ® 0 &, o �— ___
m m
p A A A A X O D 0 v * m \\\
_ 70
0 0 ° 0 m m W 0 x F < < m r > m m
o 0 0 0 z z ~ s - o p < < i 0 ° m < y
o `= m m 0 m 0 0 0 n 0 0 0 , m - m
< < 0 0 o 0 o y_ 0 o 2 77 m - 1 S m 0
y c c - Wo A m n 0 ° A m m m 0 n z m m / v,n
'n = ° A o n i n °o o s < 0 ° m A o 111 3 m y m
y ° u o ° n m N X m 0 A Dz o
o 0 = m r0 m x o m oyy A r m £ \, z „
Sml m n S 9 9 O_ A N m m D m�+ �\
Y 4 m /Z u (j A m L, N O y / m O
n 0 v O o x O O ; > W O -
O a D 0 0 ➢ ➢ 0 z O y A D CO m ° 0 o
Z xmz
y 3 T m x A x 0 ' m c �!i m
m ° n A
or c 0 O O m 0 O G / ➢m' Oo o o 0 O 0, En" �j, o A
a ° 0 m > o n _ y
€ ° n z m " o C o t
0 0 0
8 m o 7> n t �I
N m C > ti A 0 ° D '�� /
A i 0 o p y o O !11 r x
A O
m v O ��
ym O m Z a A O0
_ J
CZi A y fmi, m ~ O O
p y O Z O co \
D no Z y Z O
A Oz m - m Ili
O D 2 z A ? M O o ',.
oO N m t A II a
o n
z m c n
o a ! 0 m i �'o
0 NC W 0 o p �" c — I
n °° U --� - I
O �...O. az z o / III m
0 o m
n _ z o I m
o m of ° III °
3 N m ° _ ,# . i @ fr 0 III o
o ° m o r Y!! m
A r
o m �., Ir = Il-. 0 K
Il II la n
i 0
m A i
➢i 0 n 0
A m0 jli 2 �I®
1 1 \ o
n D 0 A
V F I A
jjj A Y Z m
m ^.;�� 8 0 D '� m 'II- ___
I
������ a d R z , /9,3
d fi I 4 °i it y 2 7n
z co ss o m L
m O '!f € y 'I,o o ylli
m N -� m 2 slim 91
�` 'it
w If
_ p Ilo
0 0 {I ' m
yo m n A Z ^ j m I�I ° 11,
b y m m r, m y0 x F 0 m I�i m u 111
00,
x 0 C ,0 Z m D m n I
02 C mn = NOH ca z `G o O N
my,
m� ° m p � m m m m > ilw I ; I
o x R f Cocrzm A F m n iIg
m m m i o v 0 m c o y o 0 0 3 ilN III' 0
z < on m e n 3 IIw
z 0 i m o nz H x r y m _ �ey
mo � m D1111 i1 �
2 m a A N m 0Ili
v mn < 0070 0 vn m1 I!m I,
i o
w ° oy n z ° is `" II-to
m r a" CM "
zcrrOm n m z a t , III
~ z o ta o n > o ~ 0 0 t' l ;CI
A $ y .?jr. n ism 0
n m o� z om 0 m n II • I7C
F 'IS% _ n z o n
z a z o
_ _ m �S=
z z
f O m O D T 9 5 . O
s o 0 Z
AZ m
O m n £ 01
9 � �
Om O
H n m A
8 A
x m[tl - -, z nas
O A
m O as 8
m �� Z a0ao ~ y O a
Z ° Z a P t O Z..
o_ a wz A Npo m 0
vO 5 - zm A ° c . .
n Ri
a i
R - o - - 2 m B s
o
qO p zpm y o - - I '�l
ZD z m
S rflup C y
0
F.
ku
re al
U Y p 10 aS Q� NI
L1712
d O 'am w C III
re Li 0e VDo Fe a a u \0 / w w V] 0
p J J Q Z_
// a O
Z LL > W F \�' \ F m m ? Q m
W ¢ <
, U\ C O a 0 Q^ ii cc W coO LL 3 W > o f1'6 O m >
J ` d D a 0 F3 ¢ Z I z
W z
O
V V0 \ O 2 N p aRj
Z
o o a Tr w m 3
o� m WW �,: re n1 0-
n
u c ' O E� z Ka y m a
J O
4 aQ ` � o ao I;
-r\ '.'y 0 0 Ca
0 Q
F o 0 a 0
tt E Z m
s o a w — `
a a
0 I a
o 1-2
w
Um O
t 0_
0wz O¢h ccwccaa w
NU 4 _9 o O-
N W -¢ O .F OO CVO
U
r U, a. W rr
4 ` �,-) < r_>
O
N
O
N
m
try;. J
- l.y^^ 45..
/ V
-
'r-q.
ry --i iU o o 1 _rl
f
iN co
0
O
Wo O a W$ 6
tt 0 0
0O m Uj
m F N w E J O
O w F a m z Q
wco 2
_ O 0
re E r Q Z W co
Z j O t/i O a Y_
Y J > tt v' Q r cc O N a 00 0 u 0 Z Q O
Z a ~ LL O F K F O U K U ~
trl U LL F Q a Z j a j S O = U 0 F a
r M K O Z o I w 2 Z F U Z F w a O 6 Q w w
O w U Z U'_ aO FLU ? F F_O 1- Z Z O J Z F w 0Z O a p Q w w O
m ptil 2 d' O w O w a O u0i _, o U O F OH
aw u w aw _ O w w oo z Zoa m 'm_ 0 0 CD
CC al 2 0 rc la La W W p 7
O O. 2 p I- rc r r J w 0 < w w 0 o f z a o a J EC
W OZ W OF O `� m w w a w w a III�— ES u o w a p o zoo w i o rc
H O w i F w h i s 0 0 3 F CC
L a a w F a - z > > F - x ¢ z ° w
r Y F CO W F Q F ¢ O F O E...- F 3 w U z o z w 57 w p U m ce
w < 2 > w d Z u o > z ' Ja o D-
u) a
Z C F U `� al
y Z uwi m w a r u, rc a a LL u woo z
x15 w x ¢ > J o " o H w I- w Z o m
z Y p f/1 Cr O K Z o > j LL ° o w0 w w o o > z0 O ¢ a
O O W a —
F. o S p a o 0 a r s - Zo i M z w a ¢ t z zo r
% a o p Y m o n O 0 Z
O
H o Z o j 5 w Z UO O w w o Z a rc w a o S E y w 0 w a o o y a
a S X (a7 ¢ Q W U K ; I. la N z I- m o r O w F a w w w J o N z
W w a
w Q w 0o U Z O _Z a a 3 cc LL a ? o z a o a w a0 Z
H ' ca p p o La Cfl m O a F a 3 CC 'a to ° a Lb W G J L.o o m W w a z w " � � l a 0
CO m Ea
0 3 U W W o N O uj
F m o o a s z a o LLD 0 Z - a z i � a ,
Z I w C' n tt Z I > w `° 0 (7 F H w 0 a o w 3 < w o z ti o o y w w
O Z U a a U tt ? W - o m o f F _ a Z i > > m i a w o rc rc
U D v a wN J ui F O O > ¢� m E z o o s ¢ 0 0 a a z 0 a o a m
J Z S y Z W Q V' w O O � u o � i ao az ap w � wu- m � w � or
W F a J Q - 0 > w Q J m x z s 3 o m 3 o z w N a w h w
d J J F x O fL Z F 0 a _ w o a w O a . _.a LU a i
W > O Y U a a Z W W p w °w E F a F > m z O F rc o 0 o a a o a
Z O O Q Z U a 2 2 - j F F o w w o a w E arc H W o o f rc zz O F as a a 6 0
W^ 0] 00 0 M m In d d Q Z ZO w F F o a w a w > o u 0- a o Ow u ¢ o o w r p
(J r o F > z a Z a -I Q m a z E v, Z a 0 u
w w m
Z 3 rc O W J J N - J w z 0
z w z a o 0 z
Z 3 ¢ J < 0 ¢ o w ¢ a 0 Ho ¢ ? u 0 F x x F z