HomeMy WebLinkAboutSWG2025-00234 - SWG Application / Design - 6/20/2025 MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584
SHELTON:360 427-9670,EXT 400
L 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: SWG2025-00234 C 00 fVq)
APPLICANT JESUS ET UX VICTOR NICOLAS Phone: 360-970-0128
Address: 2133 MONTANA BLVD SHELTON, WA 98584
OWNER JESUS ET UX VICTOR NICOLAS Phone: 360-970-0128
Address: 2133 MONTANA BLVD SHELTON, WA 98584
SEPTIC DESIGNER JIM HUNTER* Phone: 360-753-1226
Address: PO BOX 162 OLYMPIA, WA 98507
Site Address: UNKNOWN
Primary Parcel Number: 320305103005
Permit Description: Conforming repair 3bd ATU to pressure trench
Permit Submitted Date: 06/20/2025
Permit Issued Date: 09/12/2025
Issued By: Rhonda Thompson
Current Permit Fees Paid: $825.00 (additional fees may be required upon installation of system).
Permit Expiration Date: 06/26/2026 (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 backfill 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.
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/health/environmental/onsiteloss-inspection-request.php or call:
360-427-9670, extension 400.
OFFICIAL USE ONLY
U N TY DATE RECEIVED: / /0,c--- C >A ' MASON CO �p796 cn
AMQYj1T RECEIVED ^ 5 RECEIVED BY:��/`��^ CO Cn
�� Public Health & Human Services ((`�:(i`_�/,(" J I(Tv//��ti u)
Environmental Health 360-427-9670,ext.400 or 360-275-4467,ext.400 (/�
415 N.6th Street Shelton,WA 98584 S W G 73
CLEAR FORM ON-SITE SEWAGE SYSTEM APPLICATIO % L--- 6 I II - cn
. 2 4 29 m
APPLICANT PHONE " J r
VICTOR NICOLAS 360 970-0128 By ' ` t c
MAILING ADDRESS-STREET CITY STATE.ZIP CODE — C
2133 MONTANA BLVD SHELTON WA 98584 En
SS-STREET CITY,ZIP CODE ••
SITE AE
2133
MONTANA BLVD SHELTON WA 98584 I N
NAME OF DESIGNER PHONE O
JIM HUNTER 360 753-1226
�
C31
NAME OF INSTALLER PHONE a
C C,
CO
PERMIT TYPE(select one) DRINKING WATER SOURCE O o
ffRESIDENTIAL OSS ECOMMUNITY OSS El-COMMERCIAL OSS E.PRIVATE INDIVIDUAL WELL ED PRIVATE TWO-PARTY WELL Z 2
p Ifft PUBLIC WATER SYSTEM S�P N4 c Al
TYPE OF WORK(select one) E
E NEW CONSTRUCTION/UPGRADES REPAIR/REPLACEMENT OTHER DETAILS(select all that apply)),/ CITABLE X REPAIR
SUBMITTALS El SURFACING SEWAGE LI EXISTING FAILURE 0 SHORELINE W
cc
ffiDESIGN FORM(REQUIRED) El r
SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE WAS LOT CREATED AFTER 4/1/2025- 0
EWAIVER(S)(IF APPLICABLE) 3 ❑ YES 0 NO (7
X
DIRECTIONS TO SITE AND SITE CONDITIONS(en locked gate)
LAKE BLVD, RIGHT ON CALIFORNIA, LEFT ON MONTANA TO END ON RIGHT.
r
0
-1
SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS.
OFFICIAL USE ONLY BELOW THIS LINE
UPGRADE/FAILURE SOURCE(for reporting purposes)
❑VOLUNTARY 0 MAINTENANCE/PUMPING ❑BUILDING PERMIT ['HOME SALE OCOMPLAINT ❑OTHER:
INSPECTOR SOIL LOGS COMMENTS/CONDITIONS
Z 91M
RECORD DRAWING AND INSTALLATION REPORT
SOIL CODES:
V=VERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS REQUIRED FOR FINAL APPROVAL
INSPECTOR SIGNATURE DATE APPLICATION EXPIRATION DATE APPLICATION APPROVED/ISSUED BY DATE
IlikotArVill (67)2-cOl1 Cfzc,f � 'C 't1l'-°:S
THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE
Revised:4/14/2025
, DESIGN FORM-PAGE ONE Assessor's Parcel Number: 32030-51-03005- --
A design will be reviewed when 3 conies of each of the following are submitted:
''Completed design form that has been signed and dated. '1 Scaled layout sketch,including all applicable items on checklist.
Scaled plot plan,including all applicable items on checklist. 'd 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 size: I 1"X 17"
((((���� PARCEL IDENTIFICATION
Permit Number: SWG JIZ- C01.., L1 Designer's Name: ADAM HUNTER
VICTOR NICOLAS Designer's Phone Number: 3607531226
Applicant's Name: PO BOX 162
Mailing Address: 2133 MONTANA BLVD Designer's Address:
SHELTON WA 98584 City State Zip OLYMPIA WA 98507
City State Zip Designer's Email JHANDASSOCIATES@HOTMAIL.COM
DESIGN PARAMETERS
Treatment Device / '61.i,,4-S4
❑ Glendon 0 Sand Filter 0 Mound 0 Sand Lined Drainfield 0 Recirculating Filter 12 ATU NW-iI,:S'R ❑Other
Treatment Level(check all that apply): J A JB J C I BLI J BL2 J BL3 J E J N
�� Drainfield Type
❑ Gravity Ld Pressure ( Trench 0 Bed 0 Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms 3 Schedule/Class PC YO
Daily Flow:Operating Capacity , .-i 0 gpd Length 67 ft
Daily Flow:Design Flow '3 Le 0 gpd Diameter 1.5 in
Septic Tank Capacity(working) !. gal Number 3
Receiving Soil Type(1-6) Separation (o ft
Receiving Soil Appl.Rate O i LP gpd/ft2 Orifices
Required Primary Area (ito V ft2 Total Number of Orifices 51
Designed Primary Area (0 0 '3 ft2 Diameter 3/16 in
Designed Reserve Area 1 Q ft2 Spacing 48 in
Trench/Bed Width 3 ft Manifold
Trench/Bed Length 201 ft Schedule/Class q 0 0
Elevation Measurements Length L 2- ft
Original Drainfield Area Slope T % Diameter 2 in
New Slope,If Altered t. 1., % Preferred manifold configuration used? 0 Yes 0 No
Depth of Excavation Up-slope Z.- in Transport Pipe
from Original Grade Down-slope q " in Schedule/Class X( e
Designed Vertical Separation 12 in Length 335 ft
Gravel-based Drainfield Required? 0 Yes El No Diameter 2 in
Pump Required? l 'Yes 0 No Dosing and Pump Chamber
Pump/Siphon Specifications Number of doses/day 6
Diff. in Elevation Between Pump&Uppermost Orifice 10.100 ft Dose quantity (oO gal
Drainfield Squirt Height/Selected Residual(hea 2 ft Chamber Capacity(flood) 1200 gal
Pump controls:Please check those required.
Uppermost Orifice I2(Higher 0 Lower than Pump Shutoff VI-Elapse Capacity @ Total Pressure Head 29.895 gpm d Timer Meter ld>rvent Counter
Calculated Total Pressure Head 17.762 ft If Timer: P o c1 S,'2- ,Pump off q(S
Comments APPROVE
SEP 12 2025
MASOM COUNTY Ft4VMRONMENTAL HEALTH
RET Revised:4/14/2025
DESIGN FORM—PAGE TWO Assessor's Parcel Number: 32030-51-03005-- --
Permit Number: SWG
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
171 Test hole locations a Drainfield orientation and layout Reference depth from original grade:
0' Soil logs 0' Trench/bed dimensions and E Septic tank
0' Property lines critical distances within layout ®' Drainfield cover
N Box alve box locations
g Existing and proposed wells D- Reference depth from original grade
within 100 ft of property 67 Septic tank/pump chamber and restrictive strata:
0' Measurements to cuts,banks, and locations a Laterals,trench/bed,top and
surface water and critical areas a Observation port location bottom
0' Location and orientation of 0' Clean-out location ®' Curtain
drain Sand augmentation
for
curtain drain and all absorption RI Manifold placement
components l' Orifice placement Other cross-section detail:
1 Location and dimension of L Lateral placement with distance a Observation ports/clean-outs
primary system and reserve area to edge of bed Other Information
II Buildings 0' Audible/visual alarm referenced Yes No
0' Direction of slope indicator 0' Scale of drawing shown on scale Pi 0 Design staked out
0' Waterlines bar 0 0 Recorded Notices attached
0' Roads,easements,driveways, 0 Elevation benchmark and relative 0 0 Waiver(s)attached
parking elevations of system components 0' 0 Pump curve attached
0' North arrow and scale drawing
0 0 Evaluation of failure
shown on scale bar Non-residential justification
❑ 0 Waste strength
❑ ❑ Flow
DESIGN APPROVAL
The undersigned designer must be notified : jell1j f e of installation 0 Yes C' No
Ofik
Signature :f D esigner Date
The undersigned has reviewed this design on behalf of Mason County Public Health and determined it to be in
compliance with state and local on-site regulations:
CCM °I (1'0//c
Environmental Health Specialis Date
CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION:
✓ The design is stamped"Approved"by Mason County Public Health. /' h4
✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: I� f j�
✓ 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. Revised:4/14/2025
PAGE I
MASON COUNTY HEALTH DEPARTMENT
ON-SITE SEWAGE DISPOSAL SYSTEM DESIGN
SITE#: PARCEL#: 32030-51-03005
DATE SUBMITTE 06/20/25 LEGAL/LOT#:
SUBMITTED BY: JIM HUNTER APPROVED
APPLICANT: VICTOR NICOLAS SEF 2 ?025
ADDRESS: 2133 MONTANA BLVD MASON COON
SHELTON,WA 98584 rYENWRONMENTAL HEALTH
I. CALCULATIONS RET
NUMBER OF BEDROOMS= 3
RESIDENTIAL GPD FLOW= 360
IF NON-RESIDENTIAL-GPD FLOW
WILL BE AS FOLLOWS:
GPD=
APPLICATION RATE= 0.6 GPD/FT2
REDUCTION=LEAVE BLANK IF NO REDUCTION TAKEN
DRAINFIELD SIZING
ABSORPTION AREA= 603 FT2
TRENCH LENGTH OR BED CONFIG. = 201 FT
II.WATERPROOF SEPTIC TANK
COMPOSITION AND SIZI NUWATER BNR 500 TANK
NEW OR EXISTING = NEW
III. DRAINFIELD CROSS SECTION
DEPTH TO DRAINROCK BOTTOM = GRAVELLESS CHAMBERS
ROCK DEPTH BELOW PIPE= GRAVELLESS CHAMBERS
SEPARATION FROM TRENCH BOTTOM TO IMPERMEABLE
0 MATERIAL/SEASONAL SATURATION= >1'-0"
FILL DEPTH = 1'-0"
TRENCH WIDTH = 3'-0"
IV. PUMP REQUIREMENT
DOSING VOLUME IN GALLONS= 60
NUMBER OF DOSES PER DAY= 6
II
V.PRESSURE CALCULATIONS
J
USING PIPE CLASS 40 Y' La LS
ORIFICE 3/16 r „ ,� '
cw.,n Tait.' c. !.
.1,2.,: f.-) 2...st.
�``' ,,, •sue
' S i Alt,.!i
I O' 1,11t 4f S R ^!q fiffER
LICFNSEn bFSr, rR
E';P zS: 03/22/2G
PAGE 2
LATERAL#1 =
SQUIRT HEIGHT(FT) 2.00
(NOTE(2):ORIFICE DISCHARGE RATE=(11.79)X(ORIFICE DIAMETER)SQ2 X
SQ ROOT OF(TOTAL PRESSURE HEAD)
ORIFICE DISCHARGE RATE= 0.58618
LATERAL LENGTH IN FEET= 67.00
ORIFICE SPACING= 4'0"
DISTANCE FROM END CAP= 1'6"
NUMBER OF HOLES= 17
LATERAL DISCHARGE RATE= 9.965 n
c,
0
LATERAL#2= z
-r1
SQUIRT HEIGHT(FT) 2.00 0
ORIFICE DISCHARGE RATE= 0.58618 z m
LATERAL LENGTH IN FEET= 67.00 -p
ORIFICE SPACING = 4'0" w S
73
DISTANCE FROM END CAP= 1'6" m p Iv O
NUMBER OF HOLES= 17 z ^.)
Z ^'0
LATERAL DISCHARGE RATE = 9.965 �'' m
),-
LATERAL#3=
SQUIRT HEIGHT(FT) 2.00
ORIFICE DISCHARGE RATE= 0.58618 i
LATERAL LENGTH IN FEET= 67.00
ORIFICE SPACING = 4'0"
DISTANCE FROM END CAP= 1'6"
NUMBER OF HOLES= 17
LATERAL DISCHARGE RATE = 9.965
LENGTH DIAMETER FLOW FRICTION LOSS
1 SECTION (FT) (IN) (GPM) (FT)
AB 335.00 2.00 29.895 5.186
BC 1.00 2.00 19.930 0.007
CD 5.00 2.00 9.965 0.010
DE 67.00 1.50 9.965 0.458
TOTAL= 5.662
"TOTAL HEAD LOSS "'
1
/*'%1
/ 1) FRICTION LOSS THROUGH SYSTEM = 5.662
'W.f.,
1 r: 2)ELEVATION DIFFERENCE = 10.100
;4, ..'`'.P; 2.000
3) RESIDUAL
���, s 4 1..:5':,�•1,, I .
TOTAL= 17.762
4�. 4 {'.ati s, �,)
19', Stu._,3 %.
0, pm', rR;Y;Tcn
i.
LICrt•iSri)(1c.S! -4
c5ci=5.t_ C3":i_
E .t'ff!`•:S: 01/2.2./1,q
MYERS ME45 SERIES
•
•
•
•
CAPACITY LITERS PER MINUTE
0 50 100 150 200 250 300 350 I5
50
1 z
40 •
E s/i1 HP 9
Z 30 z
/ 6 T
� : ± __
• 0F. I 3
0 0
0 10 20 30 40 50 60 70 80. 90 l00
CAPACITY GALLONS PER MINUTE -
APPROVED
SEP 12 2025
MASON COUNTY ENVIRONMENTAL HEALTH t�°.,<i�,�•-.`�,.,, .
RET f, = +
j� S i at:73 • :r>.
•
p 'S: WI/22/7_4,
I
r\
,d'
i�
•
Z1*--.' --------......„,N.,
-------....ij-...,
CO
-Al gg z
8i _ T1 � i............,,,.,..„.... ....
�
�• q-ii� C, v 2F. jro ,1` ` _
• 5 ��
�i NI i „i ' N coo -�-1 _ i '��
DJ
F z In 1�" -` r
is hi li ..r
__. „, r...) 0 Igni,c. 1 -------—....,„
8 `f
•-_-_-ii _L....._________...-------------.. •-'
'I. 1 .•
I Jo
ial q,alpl 1Z 4..w..Mil .
fl ��11
'j I �� �`1 ,��••• 1 Ill
1 i
1 li ! i 1(1,-5
s F�•(� . i :. {1 (IA
, ,.,
' ' m•it-. o -7)cR 4 Imo. (7 y''•,,. �+w ;
F �__���! 1 .�c'?rye %; y .\ ti'6
W / j'( ..
r�tiI. ••� __ �I �'T ,tl'r}h� 2 ,��, ` U � y Eby•
ra..�Li N A':O S•F\�..y4 •I - r 1G I °s �L
t i-, 0 t.,..
•
/'-5O —• --- 1 I 1''�,
*— ,r,_
, :: •••iml•••••••0.,
' :
m i 'if i ( .,f6 ill
..i, .fs
r- 1 ki: C i ,.,..!
1 l • I i
0j�S i I ; I p l
2 r-- 4% ,
L�� I .1i.
73 ! IC.: IBil, p a. , 1
CD p ,
i A / .11.. i
•
z ., ,
` � l� i • 4 ., , , . Ior‘'z`
H7
o 1icLCi ' ii I I b NA 1 r
-I r CD m Li 0 p i ' 1 'i-. !�I• f'
i ILI
0 N z 5 Z 1 1 fr i rill I p r i c,�
,
m 1 1'2O Z t r�- , it* !' (Jl f 'V.�f -..
w C o --Cn
0 it; slti` ' • !� l
m m ; ' i 1 -
C �1] S it
> m t
z - „I ib z it I
� y F
•
10
iD O N mp ` l i i ! 1 .I
...1) D 0 t { i al } , {m CI) f I
n 1 ` S
mH"� Z ; E I
o 1
aF-,1 i "i -
n
0 o
•
ti
w ���j �,
a W ��-r ,
s .
Q w .1 9 ,.-)--,tip.
•
Z co w w A Ve �., ' �`�'` 1 w I—I a
C7 w > r w''�sy. �. 6 ° o
W > .1, 4a ,�! w O 9
1 nS, cn a- o
J c� j
���1r4,�, w C/�
Ll_ N Vti 0 O LL
'\ / I W <
T"' V' N (-w ^ N 0
,--
is) d FF--�� ^' Q >
CO
o Cl- _J r a ' U <
in
l U W a 2-
1- O Nr. i."\ U) Z CD
0
z ✓1 O zOwrn D 9
.$
0 ? N co> wQ
z O2 0 Lc-) 'L W 0 cv f' C)
O Z Z
o a_ Z (n 0
U . 0 W0 O N ,_ _ U C� j_j m U Qw _t
z W LL w 1 Q / ►-� O 0 v) w 0_
Z !) L - Uw in
na = Jo
o
o U < a. —
0 -co W UU) Q o
Q o 0
cn
w v W
cn } I-
_tee; CC r
j_ - ,; fin y! w X W W
,1 i' nr > 0 0 w D
1 it M° Y > Y z a_
d:R, a, ui J 0 0 0 >- W _
�C O
11�1 - �""-,,I)T'I 0 0 U COm Q °
�+ 1 • I- I I- 0 J
1 1 a -1• n Ii i- -i 0-
a� 1-Iblb11=1=11= / z I- Q' Z W
II.. 0 § 1- 0 O Q Q.
0
i, J 0 J Lu
W_ w LO Z LL
/ /\ 1 0 11- ;(j 0 0 D
N a Z o w _1 <
ow O1• E Z0 m Q W
/ W mMpg z O o
„6-,0 LL a cn z
Z J _
_��
W : • Q � O
� cc
7 ■ a_ O aw
2 CI co
Q_ m a
0
w Z
tL U Z Q
OM 0.. C ¢ 0 W
0 F- m W F- Z W 2 0
N w O
w 2 2' , Cn Z d ¢ z -'
=COZ O co
= cn
Z CO
}}
ZZ O W WW = O Z
U Z Y J x Z
O O EL a D
O W > cn n ¢ w OWQt- wa F- (/) 0Z
U
-J j W Q w ❑ ? Fx OU < 0 c CC
0 O Z -
Q o Z oo � Wx a co ❑ J o F- wu) oQwF
U w CD O O � z = � CO 0 D I ~ Qct � ~ I--
a_ a F- o I-- w < 0 co o U w 0 ¢
o O W 0 w o Q w CO a CO O h up o o ; w
co 0 0 I- OU CC 11 Z U)) ¢ W o cc Z FW- Q m z o '
in 1- rY a 2 co OU " 0 E m ❑ Z ~ w as W CC m O
Q W LL' ❑ Q Y w ¢ z O cn o -' - D cn
J W Z U W W WWO CO
W < (� W Y I- COV Z _ Z U W F H ¢
D J - (n } Q Z Y _l U 0 ¢ W 2 W U. 0 u) D < D J ( W
J cn Q Z J W W x -J F- CO 0 w O = w 0 W O
I-- Q Y a- < 0 O U c0 F- < < CO w 0 LL 0 z et O g m (/ 1- = W �
0 W z O W ~ z -
CC
W W F- Y Z J O W W 0 ~ Z ~ CC
W
�- < ww Z x 1--
0 z z OcnO ❑ ¢
Z I-- F- I- I I- W ~ Uj LaLI O F O F- O x in o z 0 Z w Z l U W m ("'n
W o U J cWn Z Z -' ui 0 WW W o F¢- CC ¢ oa 0 z `) oW
Z U ,n F- I > O m z w a CC a z W
I--
O z W Q J 0° a ¢ Q = - ° � � OcnZ � crwZ
0 O F- Z W x O w O p F W ,2
cn z (� O (n J
O ' < m < � O 0 0 00 ❑ � 0 0 ? � z o w w w . P o p- E U o w
U Q W W Q JO 0 cc
ooOW a ¢ � YQ o � ~ � z a ¢ m 0zZ ¢
F-
U cc IL
���// u- w `O W Q < > _O ci y' wwo W Q � w F¢- Z Qw c5 z = � Qo OWwo
IL O CO (n J Z Q w x z
W 0 z LL. 0 J F- (n W 0 CC F- F V F- Z
~ N a> Z w Z o W > FL- Q Uzw W oC � w I- = w CC W � rt JQ0 ocomz
z m o `- U W ❑ ❑ ¢ LL 0 rx cr 0 _, m z ..... H CO w cn ¢
_ , < a w W U U H > O m OF- Ow uz' m ~ w x ¢ w o OW Fx z z
O ~ _ _ Q Z Z W I U F- W = m m rw- = O o co w 0 ¢ a) i s U d J o w }- 0 w
U ZH Q_ < Y CO _1 u O O > I- u) OWo CO wD W < Q2 o w2 0 0 co z � ¢ 0LZL, O ¢
_ J O ❑
.J 0 z Q_ o >< U W W � � � Q COO- � _O FI- �_ co Z w = m � 0 OW W wO
2 2 2 = ~ O Q J m � � mW WW Z0 0 = � 0 < p ¢ JWw DuJ ( cn
U U U U it W 0 ° 2 w- n Q (0 HQmx C Ja W ¢ � ° o a0 ¢ pCC o = aa .5
W ZZZZ Y > i W W Z W W p g00F_ _ ¢ 0 Qz ¢ 0 W n. w up W c00r Ww
z W W W W U Q W - F- H 0W1 � ~ c=n ~ < w ¢ > ¢ 1i cn � m ") < z0z
Q W O O ow � c� o- CCp ¢ ¢ Zw W ¢ ? `- 0J o ¢ ww0
W f- I- I- I- CO U (f) d W Z Z = O § z (0 J J m cn Ir < W W J Cf) CO = U cc x
F J Q 1- w
w OW W < ZO Q > J U' U F- IX ,-,LL O 0 ¢ (n U O� ct x
J Z n (n w Z U F- _)
O co 0 ¢ z O ? 1- m 0 ow ? 0 w w w W O
W x Z CC Q W E. O Z ¢ O o H U Z Q O Z F-
W = p 0 > z ¢ z F- OU 0 ¢ cn w 1_ a - w J 00 0
O - z j z J as cwn w (n J m 0 0 I z ¢ 2 0
Z ¢ LL. < 0 ¢ Ow ¢ ¢ D F- a a z 0 0 H x x F- z