HomeMy WebLinkAboutSWG2025-00165 - SWG Application / Design - 6/8/2025 MASON COUNTY 415 N 6TH STREET,SHELT967 ,E 98400
SHSTREE ,S 42 TON, ,EXT 584
ul BELFAIR:360-275-4467,EXT 400
h E' Public Health & Human Services ELMA:360-482 529,EXT 360-427-77870
On-Site Sewage System Permit: SWG2025-00165
APPLICANT HENNESSY ROBERT S & RACHAEL M Phone:
Address: 2597 NE WILLIAM E SUTTON RD BREMERTON, WA 98311
OWNER HENNESSY ROBERT S & RACHAEL M Phone:
Address: 2597 NE WILLIAM E SUTTON RD BREMERTON, WA 98311
SEPTIC DESIGNER ROD LEFT* Phone: 360-698-8488
Address: PO BOX 2954 SILVERDALE, WA 98383
Site Address: 2161 NE Tee Lake Rd
Primary Parcel Number: 323355000044
Permit Description: New 4-bedroom pressure system with sand-lined drainfield
Permit Submitted Date: 05/02/2025
Permit Issued Date: 06/18/2025
Issued By: David Anderson
Current Permit Fees Paid: $720.00 (additional fees may be required upon installation of system).
Permit Expiration Date: 05/02/2028 (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.
•
()(:;,-Cir
OFFICIAL USE ONLY
MASON COUNTY DATE RECEIVED: Ucc.
1 ' 25J . Das, 1' c rn
AMOUNT RECEIVED it i1 /e RECEIVED BY: r / /� CO CD
,f Public Health & Human Services ,�`ri I,"/' ('`,�-��/``�,
Environmental Health 360-427-9670,ext.400 or 360-275-4467,ext 400 ��� �� /i."/1� _ L u��/Vn (n Q
415 N.6th Street-Shelton,WA 98584 1` Q xi
z u
ON-SITE SEWAGE SYSTEM APPLICATION
m r7
PHONE m
APPLICANT r
Robert Hennessey r .---,-_-) C
MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE WI f g
2597 NE William E Sutto Acil o ' Bremerton _ WA 98311 co
SITE ADDRESS-STREET,CITY,ZIP CODE CV
2161 NE Tee Lake Rd Tahuya WA 98588 I
NAME OF DESIGNER PHONE I CAD
Rod Left 360-698-8488 CTI
NAME OF INSTALLER PHONE 0 I CD
o
c� �, <_ Io
p CD
PERMIT TYPE(select one) DRINKING WATER SOURCE � Q
®RESIDENTIAL OSS COMMUNITY OSS COMMERCIAL OSS ij]PRIVATE INDIVIDUAL WELL MI PRIVATE TWO-PARTY WELL Z
im PUBLIC WATER SYSTEM
TYPE OF WORK(select one) I
Si NEW CONSTRUCTION/UPGRADES EIREpAIRI REPLACEMENT OTHER DETAILS(select all that apply) ❑ TABLE X REPAIR
' SUBMITTALS ❑ SURFACING SEWAGE 0 EXISTING FAILURE 0 SHORELINE coZ
ppfl DESIGNFORM(REQUIRED) ® rSEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE WAS LOT CREATED AFTER4/1/2025? 0
EWAIVER(S)(IF APPLICABLE) 4 1.38 ❑ YES Q NO 0
DIRECTIONS TO SITE AND SITE CONDITIONS:(ex.locked gate)
Redesign to change system type
o
SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS.
OFFICIAL USE ONLY BELOW THIS LINE
UPGRADE I FAILURE SOURCE(fa reporting purposes)
❑VOLUNTARY 0 MAINTENANCE/PUMPING 0 BUILDING PERMIT ❑HOME SALE' 0 COMPLAINT 0 OTHER:
INSPECTOR SOIL LOGS
COMMENTS I CONDITIONS
TffX: 0.z)1. (IA coeds c17tti)
13- cs' e4Codic (Tye(1 4-cp fro to
TN1 l a•66'L E6645 (Ty, 4I to 600,1
rtwo.q" L55
1- fff t4(0 5 (Trtc(I to 6dflpl1
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
APPLI ON APPROVED/ISSUED BY D.4 E
5(5 ( to 37Z ( ?Or 6/(( ZGzr
THIS FO M 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: 323355000044 -- --
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. '1 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 pa'er size: 11"X 17"
9i kdriFJd$1:..., lll CI_08 4 's.
Permit Number: SWG 20z s- co I(05 Designer's Name: Rod Left
Robert Hennessey Designer's Phone Number: 360-698-8488
Applicant's Name: PO Box 2954
Mailing Address: 2597 NE William E Sutton Rd Designer's Address:
Bremerton WA 98311 City State Zip
Silverdale WA 98383
Ci State Zi' Designer's Email info@acmeseptic.com
__. .. .y ;
Treatment Device
❑Glendon 0 Sand Filter ❑Mound 0 Sand Lined Drainfield 0 Recirculating Filter ❑ATU 0 Other
Treatment Level(check all that apply): ❑A 013 ❑C ❑BL1 l]BL2 ❑BL3 ❑E 0 N
Drainfield Type
❑Gravity
!Pressure C1i'Trench 0 Bed 0 Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms 4 v Schedule/Class 40
Daily Flow:Operating Capacity 360 ' gpd Length 30 i ft
Daily Flow:Design Flow 480 - gpd Diameter 1 ' in
Septic Tank Capacity(working) 1250 . gal Number 5 J
Receiving Soil Type(1-6) 1 - Separation 5 - ft
Receiving Soil Appl.Rate 1.2 • gpd/ft2 Orifices
Required Primary Area 400 _ ft2 Total Number of Orifices 33
Designed Primary Area 400 . ft2 Diameter 1/8" to
Designed Reserve Area 400 - ft2 Spacing 48 in
Trench/Bed Width 3 ft Manifold
Trench/Bed Length 135 ft Schedule/Class 40
Elevation Measurements Length 53 ft
Original Drainfield Area Slope 3 % Diameter 1.25 in
New Slope,If Altered 3 % Preferred manifold configuration used? 0 Yes 0 No
Depth of Excavation
Up-slope )' ".-rs. in Transport Pipe
from Original Grade Dowa-stope 36 M 1'6. " in Schedule/Class 40
Designed Vertical Separation 18 in Length 280 ft
Gravel-based Drainfield Required? 0 Yes 54 No Diameter 2 in
Pump Required? Ri Yes 0 No Dosing and Pump Chamber
Pump/Siphon Specifications Number of doses/day 8
Diff.in Elevation Between Pump&Uppermost Orifice 15 ft Dose quantity 60 gal
Drainfield Squirt Height/Selected Residual(head) 5 ft Chamber Capacity(flood) 1250`� gal
Uppermost Orifice Higher 0 Lower the*,'chimp Shutoff
Pump controls:Please check those required.
Capacity @ Total Pressure Head rt.S gpm 12r Timer 0 Reanse Meter ❑`vent Counter
Calculated Total Pressure Head _ ft If Timer: Pump on 304 al S ,Pump off 3hrs
Comments
Revised:4/14/2025
DESIGN FORM—PAGE TWO Assessor's Parcel Number:323355000044 -- --
Permit Number: SWG
w ,r �fiyi(7r�5.a < a s ^ t . r4,rai`g., wol 4,1
` `o„w ,
.7 P'at. .. ' X - '`Y.,.;. '" ' .� ., a rr. t> S%n ..a�:P,.;s'
rg x
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
6Zf Test hole locations 66 Drainfield orientation and layout Reference depth from original grade:
61 Soil logs 1d Trench/bed dimensions and &I Septic tank
6Zf Property lines critical distances within layout Eli Drainfield cover
6Zf Existing and proposed wells 6Zf D-Box/Valve box locations Reference depth from original grade
within 100 ft of property g Septic tank/pump chamber and restrictive strata:
12f Measurements to cuts,banks,and locations Ig Laterals,trench/bed,top and
surface water and critical areas 62f Observation port location bottom
0 Location and orientation of 6I Clean-out location 0 Curtain drain collector
curtain drain and all absorption g Manifold placement 6Zf Sand augmentation
components 0 Orifice placement Other cross-section detail:
GI Location and dimension of 0 Lateral placement with distance g Observation ports/clean-outs
primary system and reserve area to edge of bed Other Information
671 Buildings 6Zf Audible/visual alarm referenced Yes No
g Direction of slope indicator l.i Scale of drawing shown on scale 0 d Design staked out
g Waterlines bar 0 g Recorded Notices attached
6d Roads,easements,driveways, p Elevation benchmark and relative 0 [I Waiver(s)attached
parking elevations of system components l' 0 Pump curve attached
6g North arrow and scale drawing
0 tf Evaluation of failure
shown on scale bar Non-residential justification
❑ F Waste strength
❑ Gd.Flow
le' � � .D,�SIGNP�R�O[��.: 9<
- ,f.;ixaar'arX^999'r*: isaes.� aof';ar. �a.xvrr�,.+it., c
The undersigned designer must be notified by' taller at ' of installation Ed Yes 0 No
6•/g•Zozr
• ture of Designer Date
behalf of Mason CountyPublic Health and deter et in
The undersigned has reviewed this design on
compliance with state and local on-sit e ations: (7/ 7
[U7S iff4s0
Environmental Health Specialist Date Ne0UN UN 8?0
P 7yFN�/ Zjr
CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONK .•4 I',C.,, F
,/ �1
✓ The design is stamped"Approved"by Mason County Public Health. q�r
S/? / to ti
✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: 7
✓ 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.
1 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
Pump Selection for a Pressurized System -Single Family Residence Project
H EN N ESSY/32335-50-00044
Parameters
160
Dsdr3geAssertiy Size 200 ides .
TraspatLe gh 270 fed
TraspatPipeCLass 40
TraspatdireSva 200 kilt, . /
DstiedI gVaNdvtala Ncre 140
Madaer4mmut 35 fad
MaifddLa(1 53 feet
MaribldPipeClass 40
Maibd Pipe Sae 125
NurbaalLatrals pa-Cd 5 120
Latrd Legh 30 fed
Latrd Pipe Class 40
Latrd Pipe Size 1.00 i e1 es
Ortice Sze 1'6 ides ti 100
OrificeSpadrg 4 fed a)
ResiddHead 5 fad X
Ca
FbNMetr Ncne iidts I ., /
—
'Adiai Fridml rwvs 0 feet
ctt
i 80 ,
Calculations u
Mrirn ,FlavRalepErOtifice 043 gmco
N urger dO1ii..e.paZcre 40 a I Pf5oo5l
TdalFloNR ale paare 173 I m Ts 60 i
Nuth iLatralsperZcre 5 "'��_
0
%FbvDilfieial1s7dastOtifite 0.7 % I— �_
T asportVdody 1.7 i ``1
Frictional Head Losses 40 �__
Loss Mull Dismage 06 fed I �`
Loss inTraspat 1.5 fed \
Irn.stlarf,Vde 0.0 feet
LcssinMailed 0.6 item 20 j
tral Irssintas 0.1 fed
IinstmrghFbrmehr 00 fed
'Ardor FricknLcsses on fed
Pipe Volumes
Vdaspatta,e 47.1 gals 00
dTr 10 20 30 40 50 60 70 80
Vddtvtritid 4.1 g4s Net Discharge(gpm)
VdcfIatrals pa-Zcne 67 gas
TdalVdune 57.9 gas
Minimum Pump Requirements PumpData Legend
Desig1FlavRab 17.3 gpm PF5:05Hig,Hscd Blued Rrrp SystrnCuve ,_-
TcslDyrnrricHard 428 feet 50 GPM,1 lP
115230J 108:1-1.200'73013 6CH z PurpCuve —
Ft rpOpirrd Rage --
OpeafrgPort 0
II/1_ Desig,Pdrt O
IP:44r Vt.
�/ i 4'. A
d! ' 2�
I • ^ Pp
1
.mom
' _� __ ROVI
S LrCENS •• QNER �,
�1,W JUN
Orsnco Systems' EXPIRES 12f 95 1
Incorporatedaonging de Wry de / 8 2025
MASONEOuN�'ENVlRp t
„��,��,.,� D�fi f�ufENTAL
HEALTH
d
d..
Mason County WA GIS Web Map
. \ -- . ,.
1 /h.
,,, ,
i / /// /// ,.
, / // ///// / N
(--------N,,,----
, //// // / \
.\
1\,.. \ / / if // i t
. 6, I .,_____„_____ , i / ._.---, , ,./)/
/yam�,.'-r \
/"jam'I cC Laks ,r
�— r e
+17
_ )1 . 7/ 4.-----', i (1/
i \- \r . ,/ / i i
, ,f, ,/
.it !-IP- .' ;
1 r �.��^ ( __— 1 fT /
w
C
v i
1
a .: l II I
6/12/2025, 4:28:35 PM A■ PR l ` - 1:12,236
0 0.1 0.2 0.4mi
'1 0
I I r ,' I ' � , , , , , t f
County Boundary JUN 18 2Q25 0 0.15 0 0.6 km
No Filled MASONCOUNTv ,..
Tax Parcels (Zoom in to 1:30,000) Sources:Esri,HERE,Gamin,Intermap,increment P Corp.,GEBCO,USGS,
FAO, NPS, NRCAN, GeoBase, IGV, Kadaster NL, Ordnance Survey, Esri
Japan,METI,Esri China(Hong Kong),(c)OpenStreetMap contributors,and
the GIS User Community
Mason County WA GIS Web Map Application
Mason County disclaims accuracy,reliability,or timeliness of website info,not liable for losses from reliance on it,https://wwwmasoncountywa.gov/disclaimer.php
* t o l l , * * I t f f f f
�I � Oyi mDmlooOZ10411 } / goo boo Qoo c mmDDX � A pmCOAA� mZ � Nr=� �� o00 O�
mmpz ,im p � mmmmp �mN< y ,I ZQ� • ro ;I'�o o ern
< c) �c) „N
m OZ ' rm0 � � 00C0 �NZpI -+!T'xt -i! t �^?�t V)L
Ar - 0iCmrm -iD - Cz -i )oz m m m m,w m,N m _- _rn
DNQ � Dm00S0mrnz2 � I� 0) A A m1
Z C SI � OCOJAmNrrm 3 Z • • ' ; 1- 1- r- -I_
CI 0 K CN
y { zyZCmi { yOOmZDA� �np N ; 0 0 0 �O
my -II N zAOizNNAZNzOZ -I m 3
mZmzCao �, amAm 'ImOD �� DAu� m 3' m >c
00)
AOiD3mvo 30zzFZDrmr Li A 06 ' oom
COmroDAmZO � ryO �zr� r n Z t o 0 0 0 Dn
ZrM0 3Nm C ` m ) 0A -IN { (04o
D D D nz
NNO � mZ1- - ZmCmmAy00) 0 1 y \ xi
m m m Lr-
m '� z � 3o0iN � < A � mzC <mm D w 0 w
° ADm > C mmD D � ADm0Ap i D� > `, z z z z0
0 -1cm0 ; m00pWZmpm;:i y � gnu v 0 0 pv
NDC00100rOmZmZONNAmm R m �8N -nm
� z000 - z / zmD . 0O5 ;) Z � A p g� ,oz o A O�
Iu! 00 omm m .1D O - mz)-IA W (0, COu) cn yv
D Z D r1. D� al{ ZDA A "{ c -I1nm C � 0 - ANMO ') z �r- -orZ X', ��
? -I rpDZ00D3A $ rmmA-1m m y, „oc, p p
aiZN3 � DNDa -� D � DZy � �mm O m� zZ _
mm A I < �IAfiDC 0 - CO
CO
OM 0p { � mDm1I � zm LiOT,u1m � ; 00 °ci `i -•04- >
A � 0r � p < o� • D
O N C 0 < it CA C7
j
oA $ m � 9oDDp � m � DnmA � rO z Zm =y ;.-�o s4 rn
z � -10 < mOmzn 0- 10 D m)0 °N
y
) AIOV
mZ ? ; zZ p � m � Z p- � -I m `: m
-
• om < .c00 D o
RI RI mOCOzI r m m <rm77 A Zm m,
033mN0D 0 I O�m � z 00 w
0 v \\ , ; `° A
D Ar11 - 7 mA `- r < �-1 - q 0�
01 .c .. ZD m m Apno > 0 01
01
00 N N �i
-1 ? m m ° D z• DO 3 ZZ
m m 11 OAND m nip a„,.
,
� ''
0 D ell
< 5 Ao- 3 w )3D z o• .a
C AA ° A AAlzDDm o o
D
z U _ � . 01D < r0� C IQ o
r I � � 002 0 zZ pz Z cn 1
co ;
zAz m -\ z .
,
o
m m D Z
p 0 0 0 Om m o o '••4_
N y � 2 ev
0 N < m
,I Cm z0 M
AA ,
Dv 1U N �,�, w
� ' D
-1 0 m 0
N
m y W ', 1
0 0 ,
ca
u �I u ii cn 74 , o
'D cNn ccz r ,' :
1 � 9 Z I Nna m ter'
D 0 o
m y cn 0 -1 r r Z N w
C M C m , raq m 0 ••11
- m > c r Z n % 111 ,
_I n N A Z p D \ • 1
r %, 3114 c,
Z z N N rn o A\ ��,11lk �1 A ,%I 0, 02
A . TI m �'� 11 0
D N m N`- t y.11/11' fin,
r
V N` /��!
•
•
—I > D
tOf Is 0 m m *. ,
m -v
Q •. C Y , e1 I ,',
I- I cK xi r A
m CD -0 _ � o ,
c (f)
AO , m ' `n
/
p0
ii 9 M C)
Y
----------------
...i. 281 V Oa 8
Z urjth
. 1'-‘
m o U
1.1
i....i
cn j:ftui °
riliciolii
)-- .
Z mil-
,....._. g.-� z slAc331 ;s
(11) g 0 i.
-71 ---I cn GI) Noy Fg o m _
� 70 QYQN a x 8 c
C2 r-A) 1'l O C = a n m f=')
(0 � CD 4z Z =o z ��'
cmi� . w ° � 0 . vt o p = I A * .
Cr) ina o C = -
-13 93 co w Di i n) o g o rm-
r
� OO co m y z
�x0V.
coH z p
—i > D D
co D m p m m
02
O -, w
z w 2 N
m w m
—i9 z c
m cn z z
m
cn
' c go m m
(n o
A
z0 rn
z Q— (
• T� (� n
ca" Arn o �+'
A T wl'0
Z
mco aor-k
ik..!.:.
c7•4.
0111, c_,.. ).
c)e. .
---N.......
11)
......'.......:'.......:....:,.;.:,.
.....
lk
////I)
D •
O, i
:.:.
mv
O"t
�Ji
aJ
ibb
‘, ici CO
A
CI
Z No< C
y
fri
A % ( „,\
pI
crt
c
Y N
A% �. N7
0 .:;0,:,. .7,:,
. O
,..k.
, ,
... .kb.
.c
... •.,11.
x is �41.N1 m • / N
xi%,ch m 411141's-,1% cS T 0 4.4*
i A
+\z // illp% 4
I-4 \A 14 �1///'/////
G /'////
\ o
r
klir: 1111
\0.
11
11
=
-1
CO Z.,
m, T m ii'
v j J R S
/ Z
CN
T
O
N
O r
MIlli
z 9 rn
Z A D `' m Oz
m N r m Z
m r
U 0 °li i p D Z C7
mDD C) ii,iilil Zr7C '�
K{z • p z Alit - --I
m<T. Alit C N -1
��`�o H O � z--Ii m
Zm�m -I z O n
Zrn�
H r a C�'� g _ c �D D
yob • z fTl m if Hi
z� m C�
z— 2 _
m
DAD m s }_ ��M
N m T JCD
• o mp
j ! LIH
a co
Z
I
o r/ _N
•
-mi v S: Z j o ,z 0- u
D m N C r S - a
., N' , • ,,„I W `\III
• m M rn a `z
-I 1 r. . ' .' . ' . n
H a I rn I
•• ' • • ".• '.:.•"...;•:.:•:".:';•,:•:. .,•':•:.' ;':::•:.•,:'i.:.ii.,:'..; :! ' 1! ' I• :' \ 0 r- .-; r.,-.-1 ,',,
4
Z r- y
m om S A
T
18
7
Co Z Z Z s r I,�A poo A
zi`s x PI1111111111
� 'o', Paz p z
t. Ili ' A$ o
a at
o,Z„qa u ya u G y� o o Qm
HOUt;
� g _'Uljvzy- >-0 pv OD lxy D01m fS vq'- Of� mm2 8> OND < SD Vn Z
m }�y_ !1 !11 OmD9 �� by ovp yy D oOm �3 1ai y mD m ymywi� A --3 oFZ 1Afy rvZ 1mAv D 0� AAy ImX<�1 W_O mm ZoD m tm ay mII12:
DZZ `n D • � ��J �y5. i Q-1° Hi IO[mjA A ZO Or Ol- P:;(A/ll_ i'l m° y r S4, y0 i yi r / W 1i ONr i[~ A�SpOi O O my Am vy� < O m : �a �r�� f� F ytimp0- y04' D D1 0 1L`-_1
•' � m HHO
> DZZrDylZll �Z.,ZO; ;n IZII ° N ! _ Q �"`� # * ' ■ S1^' rNoty0mv2A �Zy- z ° y �1e' O 0 w mO-T� A1O 0X O-01D vyCN. �y DO D y � AA1mr _ CO yAr9;,v zZ =m p Dyi ZOr I �!^O 0, rZ � zPA: D <y %3 ; dZ mZm O� m0- ra y;prmAa mm ZZ Z� + 0 OCOZ <m pAy I°I12 Olmn O C�"Jm IR 3AaP,p N � Em av 6h.m Dv yy U, nOZy,p_ mmo fm 4i Nn q '4- DDDS-+ Ay-1>1m 2ln Z g 1§ m
m° 1p, z1y m3 1m m 0r * yZ o<y n 1SZg< 0 IO �� m1 rmil O C z ;z6m •A z �D1-. O OW 8.T4y0 m my AV W 0 ,C.�7y 0 ImWD gy j'1 ^�•
��PPPPPP A .t.* pOm F(4:1, ,, Nm Dm g1pg 63Z pA =TO ;38 m g D1mp.z Ay1Ov2 p� (�/� i'I
� g ZZfn A AmC1�m may m_ Z1 m yOZ 3 Am O S � O A� y
4 DNQT PZv CNN " L1f 1r gN Um rmr NZ 1.,.;i 1� ~Am 2m yA m;Mn �<n FDrar- El-. 1
g AyOm y2 m W 1 A OArm1 °Dp �O �mA Nv ;Mn
110pp �` �QEO 1M i1rm0 m0 mI 2 I lx AD OZ AO< 2 ym my Wm °I ,Ai1ZyAy �OCOD •1 Q T.
2FA �ryd z- y O" � LJ� 00 ;Am rm 2m �°pp O,A1m p � m mgm Or ;nx a � � .�.
Hi q11 om> Oy 20m1 5 FA mi Plp,, SOW OD 2N m0 Dz 7Dc t1:, 2pq 1.
tt F A CW yz1113 W m5 01 °m Oz<pm hi
Zg 4 OA I y m *. ZD110- --'
a4 8n�'�Q�{ mmm mg mm;m m 0 x0 yz ZC1=m; 1Dz n6 Zm0 Am m =D z65-4 S -mmyGl
Fig ���^ OV0 ARI yCZ .w 0 S� Oy � m1 ZyN VO Oyr . I0 DS A0<mA _Wm;
n�4F W m m D O< AD rCoZ 2 A- D mW y Z< 01m°N< AZyym I. .'I. ,•�.
Z yQ� Zjm oZ o�ov Cm ; a1n NOo Oz 0„. D< 6 0- A _m ° 0m%
bi ''''- m-° 11 yN
pS vDZ m CO QZC •
- O D-m =10 vom D q.L, A£ 0f01 z% AN D y 0< m� 01 O 1 D" ' -1 C Z< Z OyA DO �N <mZm;y .. . •
Rg °�� n i
0z0 -20 0z m 0Om 1, m Ty°m ♦ ♦ co . .
p0 ;Z . y DZ 20y On A�O Z° O y� 0p1p • 1'. .' D m1 O D D Oy u,%' m Dm A °1m ♦.10 Z I- AD 2ev r y(7 °1 ° v m1 +gym1 OD ° Zm�C mm 9 m g r� am , m t>i� OOv D z �m0 10 9i.1
y ° DZG)OA lq
1 ' 3 $y� 3p Zi' . m ti0 2u < m CSN wA y m [ l 111 �\ �:r�
- E�„ 14 sr �Z m Z 0 �Z Omm 0 03D mI. O ; rx
o z No ai ° m = z[rm (m1�,mi D ` J u> iii::::: Z
D m ' Z O 2 ` /
ZN K O A= ZD TCID,'A n 6. mi r�r�
Dz .mo'n ' Ao � .� I 1 I
CD z o1-
ccz O
m co
TrnmDpm �i1/— _','''{�1 m O1 N + ,1Tom mOy •1N(.�rQ rf~il >➢� z �b- O'n mr'�mm l„ cA n �� mo D Ao c c S y m a, cZi°°o 4� .+ _1% ': �...mZ z ;r vz v �g i� T y n c r Z Z'-+ • cn D O o 30 �G o °g v m Ii
p . •
1m 02 yA NZ C � 00 N c ° D z Z O �Am •' �Dl�•r mP
mOm A ° o O rm<� �MCO _
Z W = r jUJ
Am NO oo A p"p o m m 0 ��D m i m F z m O m m ym T W D A zi o A > 0 • xx.zg X
p 1 m ° m 6 to r m o Z IDnn 0 p N , -•I D C -_7
m Q M al m m p m°m A 3 22 < bA 80 y D C gym-) D Z O .j.' DCZ_1 /L^.,
Y O cn ND cn O m Dp mm 8 ,z, v0 mm c z I W •.'.�. t'.:.i �-n �.1J
m
O Apo c m O m 1A DZCC A W m •t:. .' C)D-m
m _in CNJi z gm >� y mm "WIL z g m m ° tsi •'� cONI
C--Imc r
b p D5 ? m c �♦' ♦ O
O '� Oy O D m c m mz A cmi p� ° _\mo �' ZC3Z TNI
O 3 z v c o v Pig
1 m O$$ 5O m Z T m o
0 0VII ZT m $ m A0 ).• 2 0 ° i / if l/ mm cm '. • �•
�mZ —I
rn p A N W _ P m T mHm
A OZ z 0 x p 2 m6 A m O I mIam Y — zv 2 % 4ti �. .. _ .n_ 3 mCCA',S °z y A i m mill A p Z / m"�'♦., •' ♦ Z�m isui -aA� m0 z m > < m' O�
T ~ (n SZSm ° p o AW o m z O5 m y W`. . . !~cam F ik`' c .••co co • • UI
O . m • * N �/
li
co coQDo z < Vk r''.°/cor- X A o J�1'
co T y z 1T. r0 z WI,/
rTi
cn
xa