HomeMy WebLinkAboutSWG2024-00054 - SWG Application / Design - 2/13/2024 MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584
ak SHELTON:360-427-9670,EXT 400
BELFAIR:360-275-4467,EXT 400
Public Health & Human Services ELMA:360-482-5269,EXT400
FAX:360-427-7787
On-Site Sewage System Permit: SWG2024-00054
APPLICANT FROST FREDERICK W JR &JULIE C Phone:
Address: P 0 BOX 71 SHELTON, WA 98584
OWNER FROST FREDERICK W JR&JULIE C Phone:
Address: P 0 BOX 71 SHELTON, WA 98584
SEPTIC DESIGNER JIM HUNTER* Phone: 360-753-1226
Address: PO BOX 162 OLYMPIA, WA 98507
Site Address: 4360 W Cloquallum Rd
Primary Parcel Number: 419022190100
Permit Description: Repair-3BR Pressure
Permit Submitted Date: 02/13/2024
Permit Issued Date: 03/06/2024
Issued By: Jeff Wilmoth
Current Permit Fees Paid: $805.00 (additional fees may be required upon installation of system).
Permit Expiration Date: 03/06/2027 (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/onsite/oss-inspection-request.php or call:
360-427-9670, extension 400.
OFFICIAL USE ONLY
MASON COUNTY PUBLIC HEALTH DATE RECEIVED:
o(-- — `a,
ONSITE SEWAGE SYSTEM APPLICATION A RECEIVE B C
415 N 6th Street,(Bldg 8) Shelton WA,98584 lipv ' ^ ) ! V 0 M
�j�y O
<
Shelton:360-427-9670 ext 400 Belfair:360-275-4467 ext 400 S W G a_o �A — �, 5�
Z cis
13
APPLICANT PHONE
D >
JULIE FROST 360 359-5248 rn rn
MAILING ADDRESS-STREET CITY.STATE ZIP CODE I—
PO BOX 71 SHELTON WA 98584 c
SITE ADDRESS-STREET CITY ZIP CODE W
4360 W CLOQUALLUM RD SHELTON WA 98584 m
NAME OF DESIGNER PHONE I-tl r-
JIM HUNTER 360 753-1226
NAME OF INSTALLER PHONE +--
CHECK ALL APPLICABLE ITEMS DRINKING WATER SOURCE
C
❑ NEW CONSTRUCTION 0 RV HOLDING TANK ONLY 0 PRIVATE INDIVIDUAL WELL C I C
If REPLACEMENT SYSTEM ❑ INSTALLATION PERMIT ONLY 0 PRIVATE TWO-PARTY WELL O
O TABLE 9 REPAIR Eft SINGLE FAMILY I2/COMMUNITY/PUBLIC WATER SYSTEM Z I5j
0 TANK(S)ONLY 0 COMMERCIAL SYSTEM NAME:f tifyh li.:/<t ,t Li)r, cr t
❑ UPGRADE TO EXISTING 0 OTHER: BEDROOMS LOT SIZE I,"-)
❑ EXISTING FAILURE "Record Drawing required r� W
for all Installations" J I-
0
DIRECTIONS TO SI E-BE SPECIFIC AND ADVISE OF ANY NEEDED INFORMATION FOR ACCESS(ex locked gate) r
X
[11A c , 1p
,,7,,J \M`{ C ( l isk-e, <01� o I-
_ � Fo lc-
SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS I ,
OFFICIAL USE ONLY BELOW THIS LINE
UPGRADE/FAILURE SOURCE(for reporting purposes)
O VOLUNTARY 0 MAINTENANCE/PUMPING ❑BUILDING PERMIT 0 HOME SALE ❑COMPLAINT 0 OTHER:
INSPECTOR SOIL LOGS COMMENTS/CONDITIONS
\ - Oc___( L.
r r i • ' I2�
SOIL CODES:
V=VERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS
INSPECTOR SIGNATURE DATE APPLICATION EXPIRATION DATE LIGATION APPROVED BY DATE
W
W 4.0° 3.5�`f '3— S-25 (A)(L KI-Th 3._ ce-zkC
THI FCiRTM'MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSIT REVISED 12m2015
DESIGN FORM—PAGE ONE Assessor's Parcel Number:.4 i__c -- 4 -- a.6_I 21
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 size: 11"X 17"
PI;C AEL IDENTIFICATION
Permit Number: SWG to;Ai - 00 05` ,, Designer's Name: JIM HUNTER
Applicant's Name: JULIE FROST Designer's Phone Number: 360-753-1226
Mailing Address: PO BOX 71 Designer's Address: PO BOX 162
SHELTON WA 98584 OLYMPIA WA 98507
City State Zip City State Zip
DESIGN PARAMETERS
Treatment Device
❑ Glendon Biofilter 0 Sand Filter 0 Mound 0 Sand Lined Drainfield 0 Recirculating Filter,Type:
❑ Aerobic Unit Make/Model 0 Disinfection Unit Make/Model Other:
Drainfield Type
❑ Gravity El Pressure m Trench 0 Bed 0 Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms 3 Schedule/Class SCH40
Daily Flow: Operating Capacity ;;1i O gpd Length 200 ft
Daily Flow:Design Flow 3(.12 0 gpd Diameter 1.25 in
Septic Tank Capacity 1200 gal Number 4
Receiving Soil Type(1-6) A Separation (o ft
Receiving Soil Appl.Rate 0.6 gpd/ft2 Orifices
Required Primary Area Ca J 0 ft2 Total Number of Orifices 100
Designed Primary Area (Q00 ft2 Diameter 3/16 in
Designed Reserve Area 1S l A- ft2 Spacing 24 in
Trench/Bed Width 3 ft Manifold
Trench/Bed Length 200 ft Schedule/Class SCH40
Elevation Measurements Length ( 13 ft
Original Drainfield Area Slope —1 % Diameter 2 in
New Slope,If Altered 1 % Preferred manifold configuration used? 0 Yes 0 No
Depth of Excavation Up-slope 1 " in Transport Pipe
from Original Grade Down-slope Z i4 -. in Schedule/Class SCH40
Designed Vertical Separation 24- ' in Length 65 ft
Gravelless Chambers Required? ilif Yes 0 No 0 Optional Diameter 2 in
Pump Required? VYes 0 No Dosing and Pump Chamber
Pump/Siphon Specifications Number of doses/day 6
Difference in Elevation Between Pump Shutoff and Uppermost Dose quantity 60 gal
Orifice 4.2 ft
Chamber Capacity 1200 gal
Uppermost Orifice 1tHigher 0 Lower than Pump Shutoff P n�lssl eck those required.
Capacity @ Total Pressure Head 58.618 fiP
P
iiTier lapse Meter Olvent Counter
Calculated Total Pressure Head 11.211
oiln
Te ri 1np o 4. ,Pump off 9,4, S-
Comments Y�
MASON COUNTY ENVIRONMENTAL HEALTH
JBW
DESIGN FORM—PAGE TWO Assessor's Parcel Number: 6 -- -L -- _a-. a
Permit Number: SWG
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
if Test hole locations E Drainfield orientation and layout Reference depth from original grade:
[ Soil logs Ei Trench/bed dimensions and Er Septic tank
f71 Property lines critical distances within layout ®' Drainfield cover
g Existing and proposed wells D-Box/Valve box locations Reference depth from original grade
within 100 ft of property [ Septic tank/pump chamber and restrictive strata:
Er Measurements to cuts,banks, and locations 0 Laterals,trench/bed,top and
surface water and critical areas 9' Observation port location bottom
a Location and orientation of 9' Clean-out location 0 Curtain drain collector
curtain drain and all absorption 12i Manifold placement 0 Sand augmentation
components ®' Orifice placement Other cross-section detail:
9' Location and dimension ofEf l� Observation ports/clean-outs
primary system and reserve area Lateral placement with distance
to edge of bed Other Information
g Buildings El Audible/visual alarm referenced Yes No
El Direction of slope indicator 0' Scale of drawing shown on scale Er 0 Design staked out
E2i Waterlines b ❑ 0 Recorded Notices attached
9' Roads,easements,driveways, P
PPROVErtk
❑ ❑ Waiver(s)attached
parking O ❑ Pump curve attached
6' North arrow and scale drawing
MAR 0 6 2024 El 0 Evaluation of failure
shown on scale bar
"`A'` Non-residential justification
MASON COUNTY ENVIRONMENTAL hEALTr ❑ ❑ Waste strength
J B W ❑ ❑ Flow
DESIGN APPROVAL /
The undersigned designer must be notified by ' 1 r installation 0 Yes EI No
Signature o signer 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:
• ' bli t��t4 -(e -214
E S -ntal Health Specialist 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: 3` S-"-25
✓ 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
i
PAGE 1
MASON COUNTY HEALTH DEPARTMENT
ON-SITE SEWAGE DISPOSAL SYSTEM DESIGN
SITE#: PARCEL#: 41902-21-90100
DATE SUBMITTED: 02/07/24 LEGAL/LOT#:
SUBMITTED BY: JIM HUNTER
APPLICANT: JULIE FROST
ADDRESS: PO BOX 71
SHELTON,WA 98584
I.CALCULATIONS
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=;.LAVE BLANK IF NO REDUCTION TAKEN
DRAINFIELD SIZING
ABSORPTION AREA= 600 FT2
TRENCH LENGTH OR BED CONFIG.= 200 FT
II.WATERPROOF SEPTIC TANK
COMPOSITION AND SIZE= 1200 GAL.CONCRETE
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
MATERIAL/SEASONAL SATURATION= >2'-0"
FILL DEPTH= 1'-0"
TRENCH WIDTH= 3'-0"
pPROVE .
I -( 3 -z�
MAR 0 6 2024 Est„��
Ca�}NTY �,Eri=T'� A..•0,
kAASJN ENVIRONMENTAL ti
� 51uu273 •j
0: _ DAMES ItM LATER e
LICFNSFD DESIGNER
EXPff!ES: 03/22/--“,
PAGE 2
IV.PUMP REQUIREMENT
DOSING VOLUME IN GALLONS= 60
NUMBER OF DOSES PER DAY= 6
V.PRESSURE CALCULATIONS
USING PIPE CLASS= 40
ORIFICE DIAMETER= 3/16
LATERAL#1 =
SQUIRT HEIGHT(FT)= 2.00
(NOTE(1).ORIFICE DISCHARGE RATE=(11.79)X(ORIFICE DIAMETER)S02 X
SO ROOT OF(TOTAL PRESSURE HEAD)
ORIFICE DISCHARGE RATE= 0.58618
LATERAL LENGTH IN FEET= 50.00
ORIFICE SPACING= 2'0"
DISTANCE FROM END CAP= 1'0"
NUMBER OF HOLES= 25
LATERAL DISCHARGE RATE= 14.655
LATERAL#2=
SQUIRT HEIGHT(FT)= 2.00
ORIFICE DISCHARGE RATE= 0.58618
LATERAL LENGTH IN FEET= 50.00
ORIFICE SPACING= 2'0"
DISTANCE FROM END CAP= 1'0"
NUMBER OF HOLES= 25
LATERAL DISCHARGE RATE= 14.655
LATERAL#3=
SQUIRT HEIGHT(FT)= 2.00
ORIFICE DISCHARGE RATE= 0.58618
LATERAL LENGTH IN FEET= 50.00
ORIFICE SPACING= 2'0"
DISTANCE FROM END CAP= 1'0"
NUMBER OF HOLES= 25
LATERAL DISCHARGE RATE= 14.655
LATERAL#4=
SQUIRT HEIGHT(FT)= 2.00
ORIFICE DISCHARGE RATE= 0.58618
LATERAL LENGTH IN FEET= 50.00
ORIFICE SPACING= 2'0"
DISTANCE FROM END CAP= 1'0"
NUMBER OF HOLES= 25
•
LATERAL DISCHARGE RATE= <�C ,.+ 14.655
pPROV 0'0A •.7
MAR 0 6 2024a1� � 2 -l 3 z�
Mp�JN COOP(ENVIRONMENTAL HEAL?r -,
� °` i1
•
r0 5100273 rj 11
DAMES R HuNTER 1/
LI MI5,p DESIGNER
EXPfl ES: 03/22/Z4
PAGE 3
LENGTH DIAMETER FLOW FRICTION LOSS
SECTION (FT) (IN) (GPM) (FT)
AB 65.00 2.00 58.618 3.497
BC 1.00 2.00 29.309 0.015
CD 5.00 2.00 14.655 0.021
DE 50.00 1.25 14.655 1.478
TOTAL= 5.011
"TOTAL HEAD LOSS `•
1)FRICTION LOSS THROUGH SYSTEM= 5.011
2)ELEVATION DIFFERENCE = 4.200
3)RESIDUAL = 2.000
TOTAL= 11.211
APPRQ VE
MAR 0 6 2024
MASON COUNTY ENVIRONMENTAL HEALT.
JBVN ' :
tiggt
• i t Z t3 -2
S�r4 ,4I6t
i ce' 0«" Sf 17
i,k• N `
f� 51wv3 ,e\tl
•or o. TAMES R.MIMYTER
EXPIRES: 03/22/1-(-
a
MYERS ME45 SERIES
•
CAPACITY LITERS PER MINUTE
0 50 100 .' 150 200 250 300 350
50 15
40 12v)
? 30 P 9 z
u�l 0
20 6 T
O 1—
1- p
(0 3
0 , 0 .
0 10 20 30 40 50 60 70 80. 90 100
• CAPACITY GALLONS PER MINUTE
APPROVE •,
MAR 0 6 2024 A it e/ist/MASON COUNTY ENVIRONMENTAL HEALTH 1, 2 -l 3-Z
JBW ", �41
• I'�, Z � , 0
• _ O�•5 5 f 00273 41 •
l�'MESI<
4%,...``;;e of§ER ",.
i
1 I ',
• ____ .. . .._ ... .
— -r ,,, ,y,_.,
t --i -H;‘a il tr.,-� _113v. // ��—
;‘,
; '; ICI1 %I COI 17, pio (-0, I,.
! , i 1 I"1 LO: r ,‘,. 0
1---,,
. , •fric-- FL . ,.. tx
• . ' ar, A ° -A rE p
,o, 4.
, -,
T"-.� 3 C [ it 4 o, I� •
•
' f Z.! 11 c ,.. 4 n
Irg . , - 1,- A 1 q Ai i..1 I , , 14 A:
i ' ' v., _ , \ !
: 1111111 ,,,,1 .
, 1 . . f Jr- \ \\ 1. li-k \ \ ,
. ?0 r , ,
r" le
_ -lei •o C' I �CO1 l
f 11 11111
ip
Cry t ) 4iJ-
I
---� !
7414,1.44-_,illii .
:i 00 1 I I ' \t, A.-- \
•
01 i ' ; .,-- r ir I r /I i 1 \ 1 1
o - 0 C. i I ?" \ i 1 i
iQ A 4 1 """ LI I 1 I �I
p; V o 0 - jJf 6
d • i �uJ �� ' _ j f 1X1
L
i . i
I 'III,1 1 ; is , { ; , 4 pi G , �,��4 `
, :
\\(' i \
D Urk I . . i �� ' t
<- t \
O rI !:Ji1! !1c ;
i�tit - ;! ,i ' 1 i i'il.141g't 14 t 1 •\
IIII�1 r s 1
-fr 1,-) r ,,.. .
_ , i
, ,_ _ , r, „
IY
, P t i
_ >-n ;a (J ? i
0 0
ileglil m
4
I,. "� m z co ��
to cm
DJ o0.,0 �
z m
m 0
a -n
x m
b
i w
-I
D
r
r
D
0
Z
I cn cn p 7 m •%ti
- r t
'n m -0 m 0 �7 % .-il,
tcn Z Z
0 m r g1N N ►x -0f Z •lic tt
N C- 2 O Z , mu. sr.F m o �it
0 o T z c ?Cr7 --I N t'43 N.'V ' ' _
cn o
�d !... ��
mm 4-
z v)o
O0 O
(-
`I--�+j Z
63 O> O
n C4
O 0 -
-n s
W
a W
g W
m W
W
0 = a
J U o w
Q CC w w CO Z Q J _
-IO
✓ (1 > a U C, O
LLI
O J J • W
J_ t- U C21 Q _j H o
W
LT_ s 7 2'JLAU
LLI o--4z 0 0 Uo
V /�\ W W Wa.
O
a
tirI O z mtY
o
W w ' W f. 2 1 o
0 CO
-J
0 W M > w �"'"' ^ U_ Q O
CL a > O. Op O 0 JQ W W D o CD
o V z U o O j O o 10
0 Z E 10:3C C/0
f-0
LLU a- Z HI < = (n > CV co
z 00 W W
cn (/)
W O ? w CO CID C)
Z � W W ,�jN Q I-
I _1 W o - VD W
0 }o Z CO o
> O 0 0
I
a O I Z U UUm► � Q
0cM W a Qw;� u p W w II-
a
O J n O co U t-
1 C
II 1111111
411/
`+ S r
'♦ � y� Imo% � o
Inn=n=n=n=n a=n=n=V. �,` �r'(S LL'
ali'ienalimna'o li dre lil! / �+ \�S, ' '6, (n
nnuminuml=nnn=n=if=u=I NN
�gilliillrillv11e=111el�ial lil g�l�lj \ 4F`` Lt0 #4.M O D
moll=II=1I=11=11=II-11=11=11 Ict
'�
nl I=II=II=11=11-II tl=11=11 0= f AINA, t I O 1— O
nnl II=Ilcll=11=7I 11=11=II=1=1 11 '','''�a.x..„ g .d
I=i=n=uGl=n=II-�1=n=1�1 `I
nm l u$u:niT fi6'airOLj �: t el.? 3 b^ �.' 0 w =
n=n=n=n=n-I,EySn=nllul ,k ,'� "b* v� ✓�.a.� Vf W W
a=n=u�l=u=n u-n=n=n�j i •r1s ;4- U) F-
mllli>unli;=17fu1frLn'n°il°irll ��7 y� J X }
mil lilall:Tll:$nnn:u.ilaIr�i / -St`-eSb.` , emu•5 j w
\ ' ,` Ste + j 2 Z J W j
O -I U 0 p_
'`� �h.i, f Z 0 0 Op 0 Q 0
\ I-
3 / z U J >
/ / / 0 ( 0 _J CC
110 _I MO _I1, a N0 LL ..I W r 0
W
a I
0 oQJ/ / W WHZ
1, wO
(na
a m
a
w
U Z Q
O LL O w E o
d l Ce2 H _1 W
LA- O m Cn W Z W J 0 W
Z W 2 m < z 0_ ¢ Z m
O w 2 F— D W Z W O 0 0
LL F- [n 2' z 2 2' w I—
F- J
O z
"'I Z O' W CL > ILI W O Y 0 O Z Z 0 2 Z
0 o } Z > a cn Q F U z w Q WO O [E O Q n o
a U I= z t-
W Z cf 2 m 0 Z 0 ¢ L = O N ¢ Ow w cc 0 OO CD Q
o 5 O W ¢ � W co o 1- I- O z x cn � 0 aQ > w
CO O O x x z cn J o I- w w F
W W Q V O Z I- 2 0 < O _I Q F- W Q Z I- ° W O CO
O D Z I- F- H z D x < o U ~ O
Q CC W ~ CC w O w H ¢ O cn J OD O w ' 0 I- J LU
0 O ~ wc� U ~ � Q u UJ cn I- < ZCC CO o oc� � x
Q H LL o o cW_n O z >- z O a ¢ m J _,Z w• 0
W J Y Q O 0 (n U Y O H 2 H w O LL J d' O I—
Lu Q = O W ~ z ~ W> Et O CO <Z W 0 cz
Z U F 0 co L J wUFO QUcxq �
Z ~ Q 2 W -� W Z (n (n ~ Z Q m Q W cn Z O = W o W ¢ O i
W O co Q
0 O O w Y H Q O = o Q � o = o � IQ- 0 = = 0 Uw m YD Zc~Ono z5- O• a
U = w
O Q O W v 0 U w Z � ui '`�'' 0 U ? � Na oZ °�'° �
0 _J o Q p < Q Q O J oNm¢ � � z J ¢ oZ � ooZ
CO I U W 5. C7 w U W m acn < = - aLL � � z � 0 � �
I~i - co w o J 0 0 0 o Q > FO Z 9 Z it:, w a � o ,r v cc z0 U w ¢
CC~ No �' cy Z w o g Y Q <r. rn o w a ¢ � z o _O z Q � z aE Q � O Z z <
O O N N U W O w = 0 Q cc w I- Z o 2 <n Z w D 2 0 O w 0) O
Z H , W U C7 F- w F- Z w D 2 w O -J I- .- o C[ I- r z
O _ _ > N IY E. Z W Z W W CO O W .a1
Q O J J o O } Z
} Q. W J ¢ cn O
U Ct Q -� I LL1 ' LL (n (n o W I- J (n C.L 2 U co Q Q
C� I- �- Q > Q m W z
Z o 0- W M Y •m w w 0 Lu 0 W Q o o m ¢ z o } z Q v z o 2 z
J W >> W W I Z p Q U w w Q O m F J W w w 2 < 1-1-1 cn o IL ¢ ¢ co
J 7 (� J I 1- 2 0 CC Q J m 2 m CC F Q >O p cn w ~ J CO --I U J J > W � aW
O
2 = 2 2 -j J 0 2 W 0- Q W OOi_ ow N g � a ¢ � � � c0 � zm ¢ zz � ¢
U U U U I L W UH WI- cn w O Z W O W Q W W z cn cn o O w a9 c�
W Z Z Z Z Y > �- d a- Z_ W. Lb. 0 a ¢ CC U H = co I- z oW W e 0 F....0
w w w o
Z W W W W U g d H 0coH cn Od w � ¢ Z > > co '2oo crcco
( (( tY Q (r W Z D O O fy r W w x o ¢ J cn
W F- F- f- 0 W CD Cr) W d Z Z wamI 0 _I (0 owQ wC w < � -I W � ¢ � Q 0.5
0 Q U o = Q p Z Q D w a a w 0 U cC w
-C O Y �. 2 I- ¢ O Z > ¢ W CO () W I- O I-
S Z C 0 L Ii Q O Z Q W Z Z I O J W H Z W Z
(n Q
Q W W D
W O L F Z J Q m U F- Q W. Q CL I- J0 cn Q O w 2
U- O m V 0 F > J Z_ D CO W Z OW ¢ Q' H W cn Q ~ ',
o w J O q Z w = D u) J p I 5 ZO 15 w N ¢ w w w
W = _ W 12 cc
Q o O U w o w P
O zQZcn > w wU Z OU) ¢ cn a &I HI• 0 0
~O I-- OZ n z 0 Wd' 2 DI d 0 2 Q u) O O = D w = O
Z ¢ W ¢ 0 < OW ¢ ¢ D f- d Q Z O O F- 2 2 t- Z