The URL can be used to link to this page

Home My WebLink AboutSWG2024-00352 - SWG Application / Design - 8/21/2024 HELTON,WA MASON COUNTY 415NBSHELTON: , 0427-97 ,EXT404 bHELFAIR 360-27S4470.EXT 400 BELFAIR:360-275-4467.E%T 400 Public Health & Human Services ELMA:360482-5269,E%T 400 FAX:360427-7787 On-Site Sewage System Permit: SWG2024-00352 APPLICANT ALTA FOREST PRODUCTS LLC Phone: 1.360.871.1985 Address: 810 NW ALTA WAY CHEHALIS,WA 98532 OWNER ALTA FOREST PRODUCTS LLC Phone: 1.360.871.1985 Address: 810 NW ALTA WAY CHEHALIS,WA 98532 SEPTIC DESIGNER ADAM HUNTER' Phone: 360-753-1226 Address: PO Box 162 OLYMPIA, WA 98507 SEWAGE INSTALLER BRUMFIELD CONSTRUCTION INC Phone: 1.360.268.3318 Address: PO BOX 600 ABERDEEN, WA 98520 Site Address: 780 W STATE ROUTE 108 Primary Parcel Number: 419240000010 Permit Description: Repair: Commercial (1950 GPD)-Pressure system with sand lined bed Permit Submitted Date: 08/21/2024 Permit Issued Data 10/02/2024 Issued By: David Anderson Current Permit Fees Paid: $1,260.00 laadiuonal mes may be required upon instalauon or system). Permit Expiration Date: 09/17/2025 (based on date or inspewon) 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 Drainfield installation not to exceed designed upslope and downslope depth specified on design farm. 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: masencountywa.gov/health/onvimnmental/onsite/oss-inspection-request.php or call: 360-427-9670,extension 400. OFFICIAL USE ONLY MASON COUNTY7MLIC HEALTH • • w D ED ONSTPE SEWAGE SYSTEM APPLICATION N D r PKLN D o 0 415NMh9670exBM9Bl Sheitlfair3WA,B8567 <_ y Shelt9n:36W17-9670 ext4008elfair.3M1•DSi467 ext900 cLA//- z 0 JYYV �8�+ Z N z D FAILTA NE FOREST PRODUCTS - DAN DIXON 3602864795 m m 0 1NGAGOREW-STREET,CITY.SLATE.IW C W E10 NW ALTA WAY CHEHALIS WA 98532 3 03 SITEPDDnw-STREET CRY.➢P CADE 780 W SR 108 SHELTON WA 98584 z NAME OF DESIGNER PHONE ADAM HUNTER 3607531226 NAME CF INSTALLER PHONE BRUMFIELD CONSTRUCTION I p CHECKAILAPKI EREMS OFUNKINGWATERSO R 0 NEW CONSTRUCTION 0 RV HOLDING TANK ONLY O MNATE INDIVIDUAL WELL af REPLACEMENT SYSTEM 13 INSTALLATIONPERMFT ONLY 0 PRNATETWOP RTVWELL �Q 2 I /` Q TABLE 9 REPAIR 0 SINGLE FAMILY COMMUNITY? BUCWATER SYSTEM TANK(S)ONLY 13 COMMERCIAL SYSTEM NAME: Q UPGRADE TO EXISTING O OTHER: BEDROONS04 LOT9DE 0 EXISTNG FAILURE '"eiertl Oi'w'E 1°RONiO 1?5 GPD 51.62 M.wm.NULBNW DIRECRMSTO SUE-BE SPECIFICANDMVISEOFANY NEEGED INFORMAK FORACCESS(ex.b 9e ) o SR108 TO SITE ON THE RIGHT PAST THE CASINO lc) 0b SREMUSTSEMGGEDEROYMAINNOADANG MTNOIESMDSlBEP4GGFD WITH TESTNGLENUMBERS I OFFICIAL USE ONLY BELOW THIS LINE /Q NpGMCE/FNTANYGOIIRCEIM��MANGWRWW) 1 ? O VOLUNTARY �MNNTENANCEIPUMPING 13BUILDINGPERMIT QHOME SALE 13COMPWM DoTHER: C INSPECTORSOILLOGR COMMENTS ICCNDRIONS TM2:0— h" Irb c3 rS �t . 13 .76' e4pa love- SSG Dg (� L� Dd �D AUG 21 2024 D r3 6 — fug,. �r SOW CODES: V•VERY G=GRAVELLY S=SWD L-LOAM SI.SLT C•CIAY E=EXTREMELY R-FOOTS INGPECTCR 4IONATURE MW APR "ONEMRATKINDAW ]FPL BY DATE l Y l �ZazS z�Zaz THIS FAM MAY BE SCANNED AND AVAI A LE FOR PUBMC NEW ON THE MASON COUMY WEBSFFE REVISED WO015 DESIGN FORM—PAGE ONE Assessor's Parcel Number: A design will be reviewed when 3 conies 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. I Cross-section sketch, including all applicable items on checklist. This form maybe scanned and available for public view on the Mason County Web site.Maximum pape,size: 11"X f7" 77 (� p� ['7PARCEL IDENTIFICATION Permit Number: SWG CUZ f � (/O� (, Designer's Name: ADAM HUNTER Applicant's Name: ALTA FOREST PRODUCTS-DAt Designer's Phone Number: 360-753-1226 Mailing Address: 810 NW ALTA WAY Designer's Address: PO BOX 162 CHEHALIS WA Saw OLYMPIA W 98607 City State zip Ci fate Zi DESIGN PARAMETERS Treatment Device r �9 ❑Glendon Biolilm, ❑ Sand Filter ❑ Mound Sand Lined Drainfield [2Recirculating Filter,Type: ❑Aerobic Unit Make/Model ❑Disinfection Unit Make/Model Other -''.S 1� Drainfield Type ❑Gravity St Pressure ❑Trench 6YBed ❑ Sub Sur e D Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 1950GPD Schedule/Class 40 Daily Flow:Operating Capacity 1462.5 gpd Length 60 ft Daily Flow:Design Flow 1950 — gpd Diameter 1.25 i❑ Septic Tank Capacity 5850 gal Number 12 Receiving Soil Type(1-6) 1 — Separation 3.33 it Receiving Soil Appl.Rate 1 gpd/ftr Orifices Required Primary Area 1950 Rr Total Number of Orifices 408 Designed Primary Area 2400 — ft' Diameter 1/8 in Designed Reserve Area NIA ft' Spacing 21 in Trench/Bed Width 10 ft Manifold Trench/Bed Length 240 ft Schedule/Class 40 Elevation Measurements Length 20 it Original Drainfield Area Slope 2 % Diameter 1.25 in New Slope,If Altered N/A % [referred manifold configuration used? 17Yes ❑No Depth of Excavation Up-sloce 54 in Transport Pipe from Original Grade Downslope 44 in Schedule/Class 40 Designed Vertical Separation 18 in Length 540 ft Gmvelless Chambers Required? 5Y Yes 0 No 0 Optional Diameter 2 in Pump Required? 69 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 81.25 gal Orifice it Chamber Capacity 4875 gal Uppermost Orifice 91ligher 0 Lower than Pump Shutoff Pump controls:Please check those required. Capacity Q Total Pressure Head 42 gpm SYrimer E Elapse Meter El Event Counter t HR Calculated Total Pressure Head 1083 ft If Timer: Pump on 81.25981 ,pump off Commens DESIGN FORM—PAGE TWO Assessor's Parcel Number: Permit Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch f ( Test hole locations IZ Drainfield orientation and layout Reference depth from original grade: E9 Soil logs 9 Trench bed dimensions and 9 Septic tank SZ Property lines critical distances within layout I7 Drainfield cover lZ Existing and proposed wells 9 D-Box/Valve box locations Reference depth from original grade within 100 ft of property 9 Septic tank/pump chamber and restrictive strata: JZ Measurements to cuts,banks,and locations ❑ Laterals,trench/bed,top and surface water and critical areas ♦a Observation port location bottom IZ Location and orientation of EZ Clean-out location ❑ Curtain drain collector curtain drain and all absorption Ef Manifold placement ❑ Sand augmentation components IZ Orifice placement Other cross-section detail: [Z Location and dimension of Y Lateral placement with distance Eg Observation ports/clean-outs primary system and reserve area to edge of bed Other Information IZ Buildings 9 Audible/visual alarm referenced Yes No 1Z Direction of slope indicator E9 Scale of drawing shown on scale Design E9 Waterlines ❑ esi staked out bar 0 ❑ Recorded Notices attached E9 Roads,easements,driveways, ❑ ❑ Waiver(s)attached parking ❑ ❑ Pump curve attached E9 North arrow,and scale drawing ❑ ❑ Evaluation of failure shown on scale bar Non-residential justification ❑ ❑ Waste strength ❑ ❑ Flow DESIGN APPROVAL The undersigned designer i tst notified by installer at time of installation IfYes ❑ No 9/26/24 gnatore of Designer Date p The undersigned has t s design on behalf of Mason County Public Beat and dete} ned�Ibd�yfj� compliance with state a on-sit ]a[ions: ""rspyCov '`TQ? cc® = 10/'ZA?(17 F NnFphR 16Z4 Environmental Health Specialist Date O,/q't'MF,yrg2 yFq(TH CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDTTION: ✓ 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: 12/72015 PAGE 1 MASON COUNTY HEALTH DEPARTMENT ON-SITE SEWAGE DISPOSAL SYSTEM DESIGN SITE#: PARCEL M 41924-00-00010 DATE SUBMITTED:08/13/24 LEGAL/LOT M SUBMITTED BY: ADAM HUNTER APPLICANT: DAN DIXON-ALTA FOREST PRODUCTS LLC ADDRESS: 810 NW ALTA WAY CHEHALIS,WA 98532 I.CALCULATIONS NUMBER OF BEDROOMS= RESIDENTIAL GPD FLOW= IF NON-RESIDENTIAL-GPD FLOW WILL BE AS FOLLOWS: GPD= 1950 APPLICATION RATE= 1.0 GPD/FT2 REDUCTION=LEAVE BLANK IF NO REDUCTION TAKEN DRAINFIELD SIZING ABSORPTION AREA= 2400 FT2 TRENCH LENGTH OR BED CONFIG.= 4.10FTX60FT SAND LINED BEDS It.WATERPROOF SEPTIC TANK COMPOSITION AND SIZE= 3-2100GAL.SINGLE COMP. NEW OR EXISTING= NEW Ill.DRAINFIELD CROSS SECTION DEPTH TO DRAINROCK BOTTOM= WA-GRAVELLESS CHAMBERS ROCK DEPTH BELOW PIPE= N/A-GRAVELLESS CHAMBERS SEPARATION FROM TRENCH BOTTOM TO IMPERMEABLE MATERIAL/SEASONAL SATURATION= >1'-6' FILL DEPTH= 1'-3' q TRENCH WIDTH= 10,-0' IV.PUMP REQUIREMENT DOSING VOLUME IN GALLONS= 86,667 NUMBER OF DOSES PER DAY= 24 V.PRESSURE CALCULATIONS USING PIPE CLASS 40 ORIFICE 1/8 AppR sizsiza ® Q 'A1o14 . :, •t NCCUN VE so OCT 0Z ryfNV/Rcw,,� DUq fNTq�IVE4L / Y FWYI.WIi11lM 'A ' 1'N:•'fflV'Ii AFC.•: 26 LATERAL#1 = SQUIRT HEIGHT(FT) 5.00 (NOTE(2):ORIFICE DISCHARGE RATE=(11.79)X(ORIFICE DIAMETER)SO2X SO ROOTOF(TOTAL PRESSURE HEAD) ORIFICE DISCHARGE RATE= 0.41193 LATERAL LENGTH IN FEET= 60.00 ORIFICE SPACING= 11 9" DISTANCE FROM END CAP= 1'1" NUMBER OF HOLES= 34 LATERAL DISCHARGE RATE= 14.005 LATERAL#2= SQUIRT HEIGHT(FT) 5.00 ORIFICE DISCHARGE RATE= OA1193 LATERAL LENGTH IN FEET= 60.00 ORIFICE SPACING= 119, DISTANCE FROM END CAP= ill. NUMBER OF HOLES= 34 LATERAL DISCHARGE RATE= 14.005 LATERAL#3= SQUIRT HEIGHT(FT) 5.00 ORIFICE DISCHARGE RATE= 0.41193 LATERAL LENGTH IN FEET= 60.00 ORIFICE SPACING= 1.9. DISTANCE FROM END CAP= ill. NUMBER OF HOLES= 34 LATERAL DISCHARGE RATE= 14.005 LENGTH DIAMETER FLOW FRICTION LOSS SECTION (FT) (IN) (GPM) (FT) AS 540.00 2.00 42.016 15.692 BC 1.67 2.00 26.011 0.023 CD 3.33 2.00 14.005 0.013 DE 60.00 1.25 14.D05 1.631 TOTAL= 17.359 "TOTAL HEAD LOSS 1)FRICTION LOSS THROUGH SYSTEM= 17.359 2)ELEVATION DIFFERENCE = 72.000 3)RESIDUAL = 5.000 4)ORENCO ALTERNATING VALVE = 12.000 TOTAL= 106.359 9/26/24 ApppoVA T4 MASUOCT 02 ?014 NCOUN)yfNV/RON DUA MfNTA'H fAUH '181'X31'S 26 Technicai Data sheet O.renco S T E M S Pump Curves, cont. 450 100 400 ....F050 PF90 Series.0 .5 HL 0 -5.0 hp 90 ... ....... PF15 Soria%SO H4 1.0-1.5 bF —1 350 'ft 80 300 S 70 .. ... ... 60 250 N 50 — 200 .... — 50 PF51115 1400 — PF'S'M' O WD 3F .... 20 — ———— ti F5007 50 P ID — 1' 0 0 D— 10 20 30 40 50 60 70 8W 0 1 40 50 0 9 0 90 100 Flow in gallons per minute (gpm) Flow in gallons per minute(gpm) 9/26/24 olpp MASON Orro -"7v? llzb Tell WMI _t. 26 O✓AN�f*k*ek", Omnco sWemse•M-M-9 +1 viww.orenco.cam Grenc • Technical Data Distributing Valves Applications General Automatic Distributing Valve Assemblies are dead to pressurize multiple zone Omnco's Automatic Distributing Valve Assemblies are mechanically operated distribution systems including battle fillers,send fitters and dminfields. and sequentially redirect the pump's flow to multiple zones or cells in a all tribution field.Valve actuation is accomplished by a combination of pressure and flow.They allow the use of smaller horsepower pumps on large sand fitters and drainfields.for example,a large community drainfield requiring 300 gpm(18.9011 can use a sk-line valve assembly to reduce the Top View pump flow rate requirement to only 50 gpm(3.141 Coupling Orenco only warrants Automatic Distributing Valves when used in conjunc- tion wim High-Head Effluent Pumps with Bblube®pump vaufls to provde pressure and flow requirements,and to prevent debris ham fouling valve operation.An inlet ball valve,a section of clear pipe,and a union for each outlet are provided for a complete assembly that is easy to maintain and Distributing valve mentor.Ideal valve location Is at the high point in the system.Refer to Automatic Distributing Valve Assemblies(RIP-VA-1)for more information. Union Standard Models Clear pipe V4402A,V4403A,V4404A,V4605A,V4606A,V6402A,V5403A,V6404A, V6605A,V660% Bell valve Product Code Diagram Elbow V ®HJ ® A Side View Tkvnt,, Ta6ew�.n� rnaii. 02 2.,vb. 03 am elm w= 4orr,stvs m= soa�re:mv EIbM m. 6 mnw:lbu 4 = 4a OWve ilktl, YlYJhm 8 = Baabd6M•w.U6m hi'vMel eean.MM: 4 = 1.M pit a = 1.50 i m Bottom Viaw DOrkerowt.< Materials of Construction 9126/24 All Ali Bch.40 PVC per ASTM specification Unions Sch.80 PVC perASIM specification lve h. PVC ASTIA specification AppROVE �ear Pipe �Sph0 40PVC rperASTMspecification $. 014 xWYJ xv.... nrvu,c•+ra•\u26 SONCOUN OCTocr o 2 7YE�JANMENTA(NEA6 771 01 Si In.,814 Alrway Aye.,Sulherlin,OR 974M USA•800J18-9843•541459- 19•www.omnoe.eom A194i Wl lM.2AO8w17 Po9s1 02 GrenC • Technical Data Sheet Specifications Made] Inlet Size,in.(mm) Outlets Size,In.(mm) Flow Range,gpm(Usec) Max Head,ft(m) Min.Enclosure V4402A 1.25(32) 1.25(32) 10-40(0.63-2.52) 170(51.816) V81217 V440M 1.25(M 1.2504 10-40(0.63-2.52) 170(51.816) VB1217 V4404A 1.2504 1.25(32) 10-40(0.63-2.52) 170(51.816) VB1217 V4605A 1.25(3Z 1.25(32) 10-40(0.63-2.52) 170(51.816) RR2418 V4606A 1.25(34 1.25(M 10-40(0.63-257 170(51.816) FIR2418 V6402A 1.50(m 1.50(38) 15-100(0.95-6.31) 345(105.16) BR2418 V6403A 1.50(381 1.50(38) 15-100(0.95-6.31) 345(105,16) RR2418 V6404A 1.50(38) 1.50 m 15-100(0.95-6.31) 345 005.16) RR2418 V6605A 1.50(38) 1.50(A 15-100(0.95-6.31) 345(105.10) RR2418 V6606A 1.50(38) 1.50(A 15-100(0.95-6.31) 345(105.16) FIR2418 m wft.�Haan.c Me next Hige,-simtl d.m Table 1. Automatic Distributing Valve Assembly Headloss Equations Model Series Equation Operating Range,gpm(Usec) V4400A it=02541- 10-40(0.63-2.52) V4600A 1i=0A85x O15B 10-25(9.63-1,57) V6400A 1t=0.0045x V+35x 0-e -9 15-7010.95-4.42) V66704 1t=0.0049x9+55x0-en'q 15-7040.95-4.44 35 V6600A g 30 25 20 V44c A V6400A 5 15 V4600A 5 1 v 5 0I E 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 Flow(gpm) APp&OVFD 9/26/24 MASO OCT 02 2024 NCOUNryENhRO 'z. A NMEyT a. DJ Al P xrR-SF-VA4 Orenco Systems®Inc ,914 Airxay Ave.,5uthetlin,OR 9]E]9 USA•800-348-99 , ' eR.wm Rex.ID,O M7 26 Pere 202 ) § ( M M � § ) �• � - � § ; : , ! ! § , § f ! ) 4 § � 0 § | 0§ ! § ! mm` | ° a : ■ � : : 1 , ! : � ) t § ; § lB70 k \} \ ¥) \ / ) t \ @ MM ! @ \ \ ƒ 0m �f % ƒ / 0 \ / .. � . _ \ � | \ ; . $ Git \ « ; \ - � / § I/5 ! ! §§ ( )| \ ! § § - ` § ! !;|_ § - 0 % 0 ) \ � ) | § §- ( \ (}{\ \ § \ | | ) § | | ) ( l • . , . . ; � ` |))�( | ( � � i ; § r !ƒ ! ! , . , °- � • . , 1 , | ! ` , ° , § § , | ' 4 , , !2 | luni | ! ■ : l :: - : � § / \ , iA / § m2 ( D pm 0 m �" z y 3 � � M m $_ a g ° m 0 0 C C ffl n Z O 0 0 Z 0ivmD $ $ � g o s m z m mz m PO C m m H -0 � T m O -mj� . mm m '� o O m Px sm y 0 �" m v m 3 0 C1 r m 3 yC 0 yy � m oz m 4 Do opFy z ym ^ y D 5 m O 2 m is0 � � m g � N D yo m � �^ c=i3 m � m m O Dr m 3 Z N = N r cm 0 " u zDz § 2 - m ° Fox O O m N r m Z 3 ? O n � mpw � m ° $ 9P y :-I M- m a A o ,'tmj V O D N Z 0 P FFz E ° p O 0 w 3m m I O w m fA m m cDiS �i ° �y^ mF QO $ CP x 0 0 z R Sao � G7 O m A A w 0 m Z � A � m m � m yo r 'gyp im n � n � `a� `cw o 0 M 7 z m $ m fn O w A E KO z _ w 3 m m D c Pm = v rn K A D < 00 m m N n T O D N = W. ° O v D 3 w O m 0 D i 0 0 N O r N 0 mm � m0 a m Aa o om D N o m u m S >0 y 1 g C w ° Hm P �Ec M z m = � F mP P PP D m A D f y D N O o z �^ em o � F Ay m T m � PN y mzm o 0 0 Z a N r < O Z " c K m m 0 i m m i m 3 m O O N N N ° m 3 0 0 'z � z m € og H � a Z zm9 D 7 07JJ z o m q 0 zzv PD9 m y � z ys � Dz z m p0 � < D 2 N 3 m A Z On g � ° � m T P O O m C K O �] P � N Z C r m m y � S m D O O iz RM , O m 3 O !^ �o Ny0 m > T Tm N m < M. Z i7 m M Z z O O O = C ° � 9 P m y m N m r y D m 0 G1 3 '�- Q O Nm _ 0Cc vy cg 2 mm 10 m ° s Z 0 o y D � m 70 F m Ill M m m z C i m F_ A 1 Z C 2 C O j C O •� O N < y O 5 a 'o m Cl) qq �` 2 m N A 9 �A F2 zy ° �' �' ymm O m s yDA -DmiAm m 0 3 D 3 1 P £ D N° m L 0 . o w e° D Dz m f 2 K 3 A y 9 O P PFyP m0 z NO '� 'r_ y� 5 y g � mw� Kyw F_ E1 O y m O m D P w C m O T m yi M. M ° O L] W m m F D ° T O m n C N Z y0 m m m y m P T O Z C Z P O m •° p O y C T A Z m 0 N m A T y Q m m o A y D 3 2 N y P m 0 T A O m Z p v !D' w O j P T p Q m rs z C z N y Z C 0 C K 2 K y y D y D O y O T '-1 z O O N m D 9 w N m y O °y yz 2 w x ° m ~ < Z. P T O N 0 m ; 2 y T l�l m 0 Z K O A 9 P O D N m S w P m z ° = z O 3 N z 0 m T P O 2 y yC 4Z K N Z C T y� m 'm- '� 0 T O v T 'Z mymmy° O ° ° m w Om ? z ° Q C � T c, 'y � a B p i 0 C � m �y E O KZ 0 0 m T p 0 0 m $� 0 m x Z x i z 0 0 K n o b z S § o z f D yA %0 < 0 N ; < 0 m 5 U m N < p p z W � O m < A z m o K D O Z A K A O m m o N O 0 9 O m D _gg CSC s i ° m 0 F $ y = S m m m p • gliim R g 00 m mzm4T O j m $N T<D mO m mO� m D S .m (1 mrmNOm t m v~ m w mO ° ° w w g