HomeMy WebLinkAboutSWG2023-00029 - SWG Application / Design ein" . MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584
SHELTON:360-427-9670,EXT 400
360-275-4467,EXT 400
Public Health & Human Services BELFAIR:E LMA:360-482-5269,EXT 400
FAX:360-427-7787
On-Site Sewage System Permit: SWG2023-00029
APPLICANT Jim Belleville Phone:
Address: PO Box 3158 SHELTON, WA 98584
SEPTIC DESIGNER Adam Hunter-Jim Hunter and
Associates Phone: 360 753 1226
Address: PO BOX 162 OLYMPIA, WA 98507
Site Address: SE Ashley Rd
Primary Parcel Number: 320357590041
Permit Description: New SFR -4BR Pressure
Permit Submitted Date: 02/06/2023
Permit Issued Date: 02/15/2023
Issued By: Jeff Wilmoth
Current Permit Fees Paid: $525.00 (additional fees may be required upon installation of system).
Permit Expiration Date: 02/09/2026 (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/onsite/oss-inspection-request.php or call:
360-427-9670, extension 400.
OFFICIAL USE ONLY - __.
MASON COUNTY PUBLIC HEALTH DATE RECEIVED:lz , ' a
ONSITE SEWAGE SYSTEM APPLICATION AMOU EIV RECENErV6 C cn N
415 N 6th Street,(Bldg 8) Shelton WA,98584 0 CO Cn
Shelton:360-427-9670 ext 400 Belfair:360-275-4467 ext 400
SWG Z3 —C 0O Z3 o
53)cii
APPLICANT PHONE Z
JIM BELLEVILLE 3604811507 > X
m 0
m
MAILING ADDRESS-STREET.CITY,STATE,ZIP CODE r
PO BOX 3158 SHELTON WA 98584 c
SITE ADDRESS-STREET.CITY.ZIP CODE w
co
XX ASHLEY RD SHELTON WA 98584 m
NAME OF DESIGNER PHONE
ADAM HUNTER 3607531226
NAME OF INSTALLER PHONE IQ
CHECK ALL APPLICABLE ITEMS DRINKING WATER SOURCE 0 lj
it NEW CONSTRUCTION ❑ RV HOLDING TANK ONLY 0 PRIVATE INDIVIDUAL WELL C E/3 V"I
❑ REPLACEMENT SYSTEM 0 INSTALLATION PERMIT ONLY PRIVATE TWO-PARTY WELL a {
❑ TABLE 9 REPAIR 0 SINGLE FAMILY 0 COMMUNITY/PUBLIC WATER SYSTEM Z I V`
❑ TANK(S)ONLY ❑ COMMERCIAL SYSTEM NAME: 1
❑ UPGRADE TO EXISTING 0 OTHER: I
-------- BEDROOMS LOT SIZE - tI
❑ EXISTING FAILURE "Record Drawing required 4 1.17 t�
for all Installations" I(n1
CJ
DIRECTIONS TO SITE-BE SPECIFIC AND ADVISE OF ANY NEEDED INFORMATION FOR ACCESS(ex.locked gate) r '
n
PHILLIPS RD TO A LEFT ON WILLOW RIDGE LN TO SITE ON THE LEFT. x
C
O r IC
/
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)
El VOLUNTARY 0 MAINTENANCE/PUMPING El BUILDING PERMIT El HOME SALE ['COMPLAINT ['OTHER: 1
INSPECTOR SOIL LOGS COMMENTS/CONDITIONS
1
6 - .1j )- &"51-
0 -7-, ( c- D il Le fi C `` 11
(f FEB 0 3 2023 I,
gy
SOIL CODES:
V=VERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS
INSPECT R SIGNATURE DATE APPLICATION EXPIRATION DATE AP TION APPROVED BY DATE
n6ch ci 2 :2-GT-Z6 f (got ,Z-/S-
W L
THI O AY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSIT REVISED 12n/2015
DESIGN FORM—PAGE ONE Assessor's Parcel Number: J' _0_3 j— `7 b _ 5'O0 1-/
A design will be reviewed when 3 copies of each of the following are submitted: I—
'"Completed design form that has been signed and dated. "Scaled layout sketch,including all applicable items on checklist
'l 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"
PARCEL IDENTIFICATION
Permit Number: SWG 2O)-'3 —Ls: 'O;2.a Designer's Name: ADAM HUNTER
Applicant's Name: JIM BELLEVILLE Designer's Phone Number: 360-753-1226 •
Mailing Address: PO BOX 3158 Designer's Address: PO BOX 162
SHELTON WA 98584 OLYMPIA WA 98507
City State Zip City State Zip
-. - . 'DESIGN PARAMETERS .. , ..,.
Treatment Device
❑Glendon Biofilter ❑Sand Filter ❑ Mound 0 Sand Lined Drainfield ❑Recirculating Filter,Type:
❑Aerobic Unit Make/Model 0 Disinfection Unit Make/Model Other:
Drainfield Type
❑ Gravity EYPressure IK'Trench 0 Bed 0 Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms 4 Schedule/Class 40
Daily Flow:Operating Capacity 270 gpd Length 54,48,43,33,22 ft
Daily Flow: Design Flow 360 gpd Diameter 1.25
in
Septic Tank Capacity 1200 gal Number 5
Receiving Soil Type(1-6) 4 Separation 6 ft
Receiving Soil Appl. Rate 0.6 gpd/ft2 Orifices
Required Primary Area 600 ft2 Total Number of Orifices 66
Designed Primary Area 600 ft2 Diameter 3/16
in
Designed Reserve Area 600 ft2 Spacing 36
in
Trench/Bed Width 3 ft Manifold
Trench/Bed Length 200 ft Schedule/Class 40
Elevation Measurements Length 30 ft
Original Drainfield Area Slope 4 % Diameter 2
in
New Slope,If Altered 4 % Preferred manifold configuration used? ®'Yes 0 No
Depth of Excavation Up-slope 9 in Transport Pipe
from Original Grade
Down-slope 6 in Schedule/Class 40
Designed Vertical Separation >24 in Length 165 ft
Gravelless Chambers Required? 0 Yes 0 No itOptional Diameter 2 in
Pump Required? lfYes 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 10 ft Chamber Capacity 1200 gal
Uppermost Orifice It Higher 0 Lower than Pump Shutoff Pump contro •Pie se check those required.
Capacity @ Total Pressure Head 38.688 gpm I' p to
e ®'Event Counter
Calculated Total Pressure Head 16.891 ft If Timer: on 6 !p , ,� 4 HRS
Comments FEu 15 2023 I,
MASON COUNTY ENVIRONMENTAL HEALTH
DESIGN FORM—PAGE TWO Assessor's Parcel Number: ,?jaQ 3 5-- 7 j---- ..2 Q (/1
Permit Number: SWG
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
El Test hole locations ® Drainfield orientation and layout Reference depth from original grade:
12f Soil logs El Trench/bed dimensions and
Ei Septic tank
62i Property lines critical distances within layout ®' Drainfield cover
Ef Existing and proposed wells Er D-Box/Valve box locations
within 100 ft of property Er Septic tank/pump chamber Reference depth from original grade
and restrictive strata:
Ef Measurements to cuts,banks, and locations
surface water and critical areas Ei Observation port location 0 Laterals,trench bed, top and
bottom
a Location and orientation of Ef Clean-out location 0 Curtain drain collector
curtain drain and all absorption Q( Manifold placement 0 Sand augmentation
gmentation
components
ErLocation and dimension of Orifice placement Other cross-section detail:
ESprimary system and reserve area Lateral placement with distance Ef Observation ports/clean-outs
to edge of bed
Buildings Other Information
Er Audible/visual alarm referenced Yes No
Pi Direction of slope indicator
Er Scale of drawing shown on scale Er 0 Design staked out
E21 Waterlines bar ❑ 0 Recorded Notices attached
Ef Roads, easements,driveways, p p I
0 Waiver(s)attached
parking H E '�'' CI®' ❑ Pump curve attached
North arrow and scale drawing FEB 1
ff 0 0 Evaluation of failure
shown on scale bar ?��3 r.
MASON COUNTY ENV;RO!1�,1�_ Non-residential justification
tNTAL HEALTH 0 0 Waste strength
JIB W 0 ❑ Flow
DESIGN APPROVAL
The undersigned designer must be no ' to by ' r at time of installation ',Yes 0 No
2/2/23
Signa o Designer 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,iter? gulations::N
( * ( a 2- I S�-23
Envir nm; l� eaith 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: 2 - mil-2
✓ 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
PA,k I
MASON COUNTY HEALTH DEPARTMENT
ON-SITE SEWAGE DISPOSAL SYSTEM DESIGN
SITE#: c- _
PARCEL#: 3�o3 J -7`� y( ci
DATE SUBMITTED: 1/24/2023 LEGAL/LOT#: LL030331 LOT 2
SUBMITTED BY: ADAM HUNTER
APPLICANT: JIM BELLEVILLE
ADDRESS:
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=I EA VE BLANK IF NO REDUCTION TAKEN
DRAINFIELD SIZING
ABSORPTION AREA= 600 FT2
TRENCH LENGTH OR BED CONFIG.= 200FT TRENCH
II.WATERPROOF SEPTIC TANK
COMPOSITION AND SIZE= 1200 GAL.CONCRETE
NEW OR EXISTING NEW
III.DRAINFIELD CROSS SECTION
DEPTH TO DRAINROCK BOTTOM= 0'-8"
ROCK DEPTH BELOW PIPE= 0'-6"
SEPARATION FROM TRENCH BOTTOM TO IMPERMEABLE
MATERIAL/SEASONAL SATURATION= >2'-0"
FILL DEPTH= 1 0"
TRENCH WIDTH= 3 0,
IV.PUMP REQUIREMENT
DOSING VOLUME IN GALLONS= 60
NUMBER OF DOSES PER DAY= 6
V.PRESSURE CALCULATIONS
USING PIPE CLASS 40
ORIFICE 3/16
r'•,•# 2/2/23
APPROVE
s F
Ee 5 2
sw Y.1 !i� ' SOIV CO023 t.
. I UNTV
sr: 4. ea e ENVIRpIt,AiFN
J • Je w rAc YEti�rH
1 ADAPT J.HUNTER •'+I/
::.24
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= 22.00
ORIFICE SPACING= 3'0"
DISTANCE FROM END CAP= 2'0"
NUMBER OF HOLES= 7
LATERAL DISCHARGE RATE= 4.103
LATERAL#2=
SQUIRT HEIGHT(FT)= 2.00
ORIFICE DISCHARGE RATE= 0.58618
LATERAL LENGTH IN FEET= 33.00
ORIFICE SPACING= 3'0"
DISTANCE FROM END CAP= 1 6„
NUMBER OF HOLES= 11
LATERAL DISCHARGE RATE= 6.448
LATERAL#3=
SQUIRT HEIGHT(FT)= 2.00
ORIFICE DISCHARGE RATE= 0.58618
LATERAL LENGTH IN FEET= 43.00
ORIFICE SPACING= 3'0"
DISTANCE FROM END CAP= 2 0„
NUMBER OF HOLES= 14
LATERAL DISCHARGE RATE= 8.207
LATERAL#4=
SQUIRT HEIGHT(FT)= 2.00
ORIFICE DISCHARGE RATE= 0.58618
LATERAL LENGTH IN FEET= 48.00
ORIFICE SPACING= 3'0"
DISTANCE FROM END CAP= 1 6,.
NUMBER OF HOLES= 16
LATERAL DISCHARGE RATE= 9.379
LATERAL#5=
SQUIRT HEIGHT(FT)= 2.00
ORIFICE DISCHARGE RATE= 0.58618
LATERAL LENGTH IN FEET= 54.00
ORIFICE SPACING= 3'0"
DISTANCE FROM END CAP= 1'6"
NUMBER OF HOLES= 18
LATERAL DISCHARGE RATE= 10.551
•.a 2/2/23
Pp h
17 0
`�.: ADAfBJ.HUNTER
• � C
� I'I�I'ni`•.k'.,'1i tSF'S'i t1��2... t�.
2 Je R�N4/6 (
,: NEAP rN
PAGE 3
LENGTH DIAMETER FLOW FRICTION LOSS
SECTION (FT) (IN) (GPM) (FT)
AB 165.00 2.00 38.688 4.1157
BC 1.00 2.00 28.137 0.0138
CD 1.00 2.00 19.930 0.0073
DE 30.00 2.00 9.379 0.0544
EF 54.00 1.25 9.379 0.6993
TOTAL= 4.8905
TOTAL HEAD LOSS "
1)FRICTION LOSS THROUGH SYSTEM= 4.891
2)ELEVATION DIFFERENCE = 10.000
3)RESIDUAL = 2.000
TOTAL= 16.891
l PoRokatS : ,,t, 2�2�23 �jgso co FFe
• <I.I.. NT Af� �O`
< r. : ►ip
► Jail, MFNTgL . ge
+
.A.. ADAb1 J.HUNTER V►
' •I•srIViTii5r .ii r•
. SI
MYERS ME45 SERIES •
I
CAPACITY LITERS PER MINUTE
0 50 100 ." I50 200 250 300 350 . IS
50
40 • 12
•
Z 30 Z
CI
6 62
pa 20 .Q.
aF a
l0 3
0
0
0 ID 20 30 40 50 60 70 80. 90 100
CAPACITY GALLONS PER MINUTE
P P
F V E
2/2/23 � FEB
,frIRO
,_ Ilr
�• , a 2023
y 4t , NMFNJe� TgL
HEILTHy < •
5101412 ••cs%
...-.1 ADAM J.HURTER .,"
0000000 .000
0 ° g o 0 0 0 0 0 03 ;
v D ' p p pv -0 -0 1) j
II
O _ v O O O O p o
m
m m m m
0S. - C m 0 0 0 0 m o L
0 N if) gV E
l XI
< 0 = 0 MI 0 0 a 0 < D O 'o
m m 2 -I O m m A
0
0 `=-' m m Z c 00 q
in A Z Z r 0 f�
_ r
co p v m Z II m Z C)
`in o m , O 00 m
v co c z_ Z _
-i m mm GJd
r `n m z
p • m
n
...-
coh C c0 ,Z7 �� ``\'\\�•
N m 0 O V r�6 1 1�'
r AO 'yd (
.
h� n
w
0
, o
c.,, 2:216
\, i
/� I C i 0
W ti \ , ,
/ -... . m
Isr
. ' C.A.)
r O
rn
z 110,
/ \titek�N.
� / b
ioo.
_ _
/
/
/
/ C...)
/
/
0
/
�,.
" 0 , -
- ��-�i
7 - 0� C '•WI
,
i •
ii - - gam
� i C i�
ma
• ioo4%"-•
T
tip ••c.pi..%
.,� y y O ),S',L
if
0 N xi m v m m p A v En -I is l O'.' I..t .;:t1S'4if. !
N rn mm A0 = .2 > +
pzo m � pmSTU) ym +'^ �I��++~ >/
_ 0 D c z m D V) NJ A � w5�++
° O -< xzZc' Cz .>;a>" + I\)
d mr Co ro o < p0 + '��
m � n 09 (n00 = y -1 ++�+ N
r -ip x z > ai1T 8 � N
o CO
e D Z F ,ZDj " 3 c Z p C Z
._....r lI 0 o m 0 Z O .X
`{ m D O m Z ° D v m L. �' ° X W D ° m cmn (mn
v r D ,, /n z x ;< 0 c m
PHILLIPffi m r 0 0 < rp A y rn m
'
..
° Oxo m0Om K GK G K G H n m r _inm O x c y -1 7 m O cn? o mz D > DO � ° m .,
I m m m = � m * tim2mp � O O O % mD y -o < Z m
-1 '/ mm
D OOO ; w O < O < mO < mo < U) ND ZCmr A<
mNDmzZ In m > D A. D O m gDoo O m 3
D. m m
om z ZZOZ➢
-� o = O -i O F
� < < m Z O -I mr-
6 73
A cc,
r r r '- O pZ O m r0 0 0 m m 0
p O C of p K °D > > z = m m _ w
rn m m 0 �J D m C N x m O Z Z N
,_3 N w...., m v O m Z m < < O M
P g 0 O 0y x � K o D v) m ° r 73
O X p W< m N a r D m D m f�T1 A Z O
A
0 (1) r . 10 2 Z o D m co • -• ii.1 -<
-. r Rlp DO < A - ? mp NJ —
N
o 0 m •<m D F m __ zp 0 z 0 m
o m { ry 3 D.-� 0 7 c 2 m z W z C
A m 0 m Z coin -1 O m Z p O m (n
N o Z o r O m O m O c O XI
_. � Q. D O p < m
m
v - m 0 D ▪z D mDpD NJ 0 C..) 0 W O—V m W -1 to z I::- n� 0rZO mS C O ' N N . N N .
+ NtNt0 + N + Nmu > gD ' O
S(�
m -
0 ' T1 T,
✓O rO D
z
sn * —
� O
i
o ;�
N
,_
,> •
. b�
y�
v
b
N co �� I N
Wcv
ci_wN .r ,, cal
-
LL U �.~,t`.••' tx u:er �2 Q
J /U\/\//•�� _ �ia` •y r 1141V.
z; _ •`Q Cam/)<rn !n �\� S,rj�, 0 QOS* :; L c\rn
V ¢ f rS4( O a ¢ 3 w Cr vl
vl
o
" Z J } a IL c� W � _
JLa 5
0 ,, J a
u_ O L.L Q w m ¢ -' c
= W x w �
C a. Z y
O
U ti w d
M O 0_ Q
U
y w ch co
J Z
O >
Qp
O 0
o - Z Ft w
CL
U u~i a
w
W o 0 U
d z
z W aI
Z V w LLJ U
o I J
0Z <t
v if;
W cn
/ u)
ce
D
I I III I. 0c..4(-)ci.
_III-1 I I-ao2,°0 ¢ JZ z Xm p p
w V
w
} a
LUw=III=1OaO JceI-1 I I-90 'o0c 0 0 -J
/ Z J H O w
I —I?I—� r�r �� 1 0 o z O m
O ¢ p
\ . U 0 W
Q r
J >
N/-/ Iii- w w CL I.L. a_
LL
L ((]] {. J W � 7% Z U Z 0 W
Lii
/ MO-to , xIZ< l F / / 0 O oz S
co
E _/ MII o Z m Q W
/ / y O C7 2
116-,0 0 k -- , o z
Q co a
2 Ilk inomOnui n W w
2 CO co
\ a C] m I
7. •
0
w Z
w V Z ¢
o O n w 2 °
0 a a > ° w
I- CO ill u) w Z W 1 J O
W = VH' m Z d < Z W
x F- U W Z ^q m 0 0 °N) = }
LT. > w w W O Z Y Q z Z U x Z
> K ca ¢ H 0 CO ¢ w0 O w o ¢ d p
H w U. H Z H 0 H Z § U H
m a z ¢ I D 1 o ui Q U. w CC O n ¢
CC = 0) H 0 H H 0 z i co a 0 o Q
O ° I- 0Z ° ' o H Z cn O wH
Z = < 0 J <
H W F' H W U` )-
z O z H I- CO z ° x ¢ G ¢ u) I- z >-.p w H O CC o w w ¢ o co -I ° U O P p F 0
H w W CC U H H CO Qw W < CO co O w ° u) J W
J O O w j ce LL O ° w O K Z v� Z O d ¢ co J ¢ W p
Q Z U J O U) H } H W °i� ¢ W cC u) H
D co
CO Q. ° ¢ Z '--I W < Z 0 U cn w occ } W W o m K
CO1.1 ¢ r n0 ir ° w'
O W Q W Z Y H ( 0 `�' z ¢ W d LI 0 CO 3 < 0 J H a
(D O U �- ¢ ¢ Z J W Z W W I W O O = LL1 J w
w w a U u) H ¢ ¢ m ¢ W U LL cn z W 0 m 2 H = 0 2
H• CL 7 W ty H ty H Y H w O w ¢ 0 H O H }
¢ >. cc W m w w W 0 Z Z J Z /n "� - z (riU) o 0 ¢
cn Z d I- 00 CO 2 O H >O 2 H 0 x >i O cn z z w z H o w E co
J
Q 2 g H } Z 2 - W w w o < w co w p U c) w
L1J J H (nJ U p Z H 0 ¢ o d Z Z U
0 Q H a < O Z U } o CO Z ¢ Q v Z o 0 o Z
O 0 H D w Q F w —, om a < H 2 a w O z ui o vai J
CC W i H > F a.W ° Q w O Z OJ uj w 0 D W 0 w Z U w ¢
Z 0 0 IW- Q ~ O ~ W w Z >0 H D w z o a w w o O H O U Q W
F- W Z W ~ cn = z } Cu
O Ow W a Q Fw_ Y O o Z H H z Z Y U O Z Z 0
O w m 0. Y Q w C1 Z w W z a m u> < Z H W z z z w O W
w F- = Y 0 Q W x 0 ¢ Ui W H QQ 7) 0 ¢ O U W w °
N Z I- O ? ¢ • U w 2 3 V m H H " O J ce w W o > H H =' H 0 Q
U O > J z O ¢ w CD v~i o W o H a 0 et a o O CO N z
U o Z ¢ Q Q U CC w w 3 m VCr CC ° Q z o z Q LL o W cn o¢ F-
U w C7
o w X U v > CO >>- a w W o m = H ¢ w �n OX o H ¢ ¢ M
w co Q O O > — > 0 F" o co cc W = o O o Q D W LL 0 U U m ° Z Z o Q
r~^ co111 Z Z > >� Y N Q a _ID w ° W p w Q = w W (� Z cn ¢ C� W H U
�/J O 0 ' K J z } Z Wcri Z O cn W 0
1 O W w W w J O CO I-
ce 0 H J H O J Z Z_ W w H p H W W W U)
Z 2 Z } w U C� H H W ( 0 w ¢ ¢ > > m Z a W 0 I CC to
OS 1 Q CL N 21 - Z w a m W z o o E O ¢ o U J w W o . 5 U ¢
0 1- H Q Q 1 W 1 U• = j g v w H = ¢ wp z ¢ o w a. a w zU c=q W
Z 0 a- W v y CO —I CO C7 0 0 0 x ° Y H x H ¢ o z > < W m
_I W > W W c° Z W ¢ W w ¢¢ Z o w Q Q W Z ¢ W Z H o W H z z
J > Cn J 1 rl 2 = 0 J CO W o Z U) W m (0 O Q W w co o g W J I O U 2
I S S S -I -1 U W H d ¢ O ° m Q O Q > J Z 0 U) W Z ° 0 ¢ CC U < x -
U U U U Li_ W 0 W Q- Z _ W W , z 0 -' OJ <R.
z _ H w O O ill H H p w vwi ¢ W W O
W Z Z Z Z Y >
Z W LU W W U Q CL 2 — D F— f— w x = w < ° z Q p o H U z ¢ ° z H
ty
Q W C7 O O Hcn � < W W � oo o off w o 2 o (O WHO8
/W� H F— H 1— co U cn d W U) Z Z HO ~ Z I- z >Z M g J a w = Q c o_ 0 0 0 w o 0
r1 Z ¢ w ¢ 0 ¢ O w ¢ ¢ 3 H a ¢ z 0 0 H x x H Z