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Home My WebLink About008-174-03-0101-SAN-2024-033 _ Department of Safety c°""ty � Sawyer �' _ � � = &Professional Services, � - . S = Sanitary Pertnit Nucuber(to be filled in by Co. �,f,` r= Industry Services Division ��'K .��` �(�� . � 1 S�Ita� PeY,mit AnnliCatl�n State Transaction Number �' rr PWTS-022400259-C In accordance with SPS 38321(2),Wis.Adm.Code,submission of this form to the appropriate govemmental unit W is required prior to obtaining a sanitary permit.Note:Application forms for state-owned POWTS are submi[ted to Project Address(if difterent than mailing address'� the DeparUnent of Satety and Professional Services.Personal information yo�provide may be used for secondary purposes in accordance with the Privacy Law,s 15.04(1)(m),Stau. 1355N Sunset Beach Dr. I.Appiication Inform9tion—Please Print All Information Property Owner's Name Parcel# Gregory Peper 008174030100 Property Owner's Mailing Address Property Location 6000 Adams Rd. Govt.Lot City,State Zip Code Phone Number Fitchburg WI 53575 '/., 'h, Section » II. e of Building(check all that apply) Lot# T 37 N R 9 E or W lor2FamilyDwelling—NumberofBedrooms 3 �gt2 SubdivisionName Block# Sunset Beach ❑Public/Commercial—DescribeUse ❑City of _ ❑State Owned—Describe Use CSM Number �Vil ge of = own of �gewater III.Type of POWTS Permit:(Check either"New"or"Replacement"and other applicable on line A. Check one box on line B.Complete line C i a licable. A. ❑New S�stem Replacement System ❑Other Modification to Existing System(explain) ❑Additional PreVeatment Un1t(explain) B' ❑ Holding Tank ❑In-Ground ❑ At-Grade ound ❑ Individual Site Desi gn ❑ Other Type(explam) (conventional) C• ❑ Renewal Before ❑Revision ❑ Change of Plumber ist Previous Permit Number and Date Issue ❑ Transfer to New Owner Expiration ��71� � � ,([� + �, 7 IV.DispersallTreatment Area and Tank Information: Design Flow(gpd) Design Soil Applica[ion Rate(gpd/s� Dispersal Area Required(sn Dispersal Area Proposed(s� System Elevation 450 �p 450 450 99 g Capaciry in Total #of Manufacturer Tank Information Gallons Gallons Units � � v � � New Tanks E�cisting Tanks � o :; 2 � y� `c'� a U v� H cn w C7 0. Sepric or Holding Tank ��fl 1600 ] Wieser X Dosing Chamber 60� V.Responsibility Statement-I,the undersigoed,assume responsibiliry for installation of the POWTS shown on the attached plaos. Plumber's Name(Print) Plumber's Signat e //n MP/MPRS Number Business Phone Number Rick Brown L- /(/�,� 231251 419-0739 b Plumber's Address(Street,City,State,7.ip Code) PO Box 637 Spooner WI 54801 VI.Co ty/Department Use Only � ppt ved ❑Disapproved Permit Fee Date Issued Issuing Agent Signature ��"� ❑Owner Given Reason for Denial $ �w'� �l� 1 �"`� �",�'tZ'�'�'i-�t��-�,�2,�p_ Conditions of Approval/Reasons for Disapproval � !'� � � D � �� ; � 3��{ �`-� _ _ � �w ��l ��- : .�.�: �_- � .�� .�hk� S�.!3� MAR 0 1 2024 �r'(— �Y — (� �� '�� sAw�r�R counrr�r tW 'MlNtSTRATJOM Attach to complete plans for the system and submit to the County only on paper not lesa[hen 8 1!2 x I1 inches in size SBD-6398(R.03/22) NO R�Fl1NDS AFTER 1SSUE OF PERMIT -i� `3�� .:, 1_pARl11/.�.�� Wisconsin Department of Safety and Professional Scrvices � � '�,� Phone: 608-266-21 12 Division of Industry Services �` � �% Web: hrtp i/dsp,.��i��_v 4822 Madeson Yards Way ` � �$ �� Email: �.'<,i�;�i.consin�:�� PO Box 7302 Y � p= jJ� ivtad;son, wi 53�0� 2a �_ `� Tony Evers, Governor AR�,F, �,�� Dan Nereth, Secretary Zs.sion.� February 27, 2024 CUST ID NO.: 231251 identification Numbers RICK BROWN Plan Review No.: PWTS-022400259-C PO BOX 637 Application No.: DIS-022404916 SPOONER, WI 54801 Site ID No.: SiT-i26527 Please refer to all identification numbers in each correspondence with the Department. CONDITIONAL APPROVAL J PLAN APPROVAL EXPIRES: 02/27/2026 %�EssioNn� � v�s!c>� � �� s�r;�;�c��s MUNICIPALITY: TOWN OF EDGEWATER SAWYER COUNTY SITE• � �.F ��,�:z.:�.,�, PEPER 1355N SUNSET BEACH DR. BIRCHWOOD, WI 54817 FOR: Design Wastewater Flow Value: 450 Mound Component Manual - Version Z.1 (May 2022-2027) Bedrooms: 3 Pressure Dish-ibution Component Manual - Version 2.1 Limiting Factor(s): 24 Inches (May 2022-2027) Maintenance Required: Effluent Filter SITE REQUIREMENTS • A full size copy of the approved plans, specifications, and this letter shall be on-site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. A Department electronic stamp and signature shall be on the plans which are used at the job site for construction. The following conditions shall be met during construction or installation and prior to occupancy or use: • A sanitary permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.19, Wis. Stats. • Prior to the construction of the dispersal area, check the moisture content of the soil to a depth of 8 inches. Proper soil moisture content can be determined by rolling a soil sample between the hands. If it rolls into a '/<-inch wire, the site is too wet to prepare. If it crumbles, site preparation can proceed. If the site is too wet to prepare, do not proceed until it dries. • Inspection of the private sewage system installation is required. Anangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. I45.20(2)(d), Wis. Stats. • A state-approved effluent filter is required. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required. • All piping shall conform to SPS Table 384.30-3 and SPS Table 384.30-5 • Insulate building sewer beyond 30 feet per SPS 38230 (11)(c) • Well setbacks to meet chs. NR 811 & 812 • Tank Installation to follow all manufacturer's recommendations. • Verify property line(s) prior to installation. • Pump Floats to be set and verified per the approved plan. OWNER RESPONSIBILITIES • The current owner,and each subsequent owner,shall receive a copy of this letter including instructions relating to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's manual for the POWTS described in this approval and Wis.Admin.Code 6 SPS 383.54(1). • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard,the property owner must foliow the contingency plan as described in the approved plans. The submittal described above has been reviewed far conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed and located in accordance with the enciosed approved plans and with any component manual(s)referenced above. The owner,as defined in chapter l01 Al(10), Wisconsin Statutes,is responsible for compliance with all code requirements. No person may engage in ar work at plumbing in the state unless licensed to do so by the Department per s.145.06,stats. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. In granting this approval,the Division of Industry Services reserves the right to require changes or additions,should conditions arise making them necessary for code compliance. As per state stats 101.12(2),nothing in this review shall relieve the designer of the responsibility for designing a safe building,structure,or component. The Division does not take responsibility for the design or construction of the reviewed items. Inquiries concerning this correspondence may be made to me at the contact information listed below,or at the address on this letterhead. Sincerely, Fee Required:$250.00 Fee Received: $250.00 ��2� �� Balance Due: $0.00 Refund Ex ected:$0.00 Katie Petzel Division of Industry Services Phone:608-574-1 I 89 Email:katie.petzel@wisconsin.gov MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name: Peper Owners Name: Gregory Peper Owners Address: 6000 Adams Rd. Fitchburg WI 53575 Legal Description: Sec 17 Town 37 Range 09W Township: Edgewater Counry: Sawyer Subdivision Name: Lot Number. 1&2 Block Number: 3 Parcel I.D.Number: 8174030100 Plan Transaction No.: Page 1 Index and title Page 2 Data entry r'ROVE page 3 Mound drewings . ....�,��IY AND PF.: seawces Page 4 Lateral and dose tank ,�visioN oF i sTav sek,- Page 5 System maintenance specifications Page 6 Management and contingency plan Page 7 Pump curve and specifications Page 8 Site Plan Designer: Rick Brown License Number: 231251 Date: 12/30/23 Phone Number: 419-0739 Signature:�' �/'�--� Designed Pursuent o the Mound Componenl Manual fa POWTS Version 2.� ��j'�i 2-��) „and both SSWMP PublicaUon 9.8 Design of Pressure Distributlon Nelworks(or ST-SAS(01/81)a�d Pressure DisVibu6on Component Manual Ver.2,� (�..—y J pZ2-2�, ) Version 7.0(R.11/12) Page 1 of 8 Mound and Pressu�e Distribution Component Design Design Worksheel Slte Infortnatbn (R or C) r Residential or Commerclai Oesign Nole: Send fill(D)wkulal"ans assume a 300.00 Estimated Wastewater Fbw(gpd) Tabb 383-443 in-situ wil treatment for 1.50 Peaking Factor(e.g. 1.5= 150°h) ��rorm or<_�;r,�ne:. 450.00 Design Flow(gpd) 7.00 Site Slope(°kj 98.50 Contour Line Eleva[ion(ft) 2�.00 Oepth to Limiting Factor(in) 0.60 In-situ Soil AppliwGon Rate(gpd/ft) Distributbn Cell Information 60.00 Dispersal Cell LengM Along Contour(ft) = 7.50 Cell Width(ft) 1.00 Dispersal Celi Design Loading Rate(gpd/ft�) 1 Influent Wastewater Quality(1 or 2) Are the laterels the highest mt in the distribution r�� Pressure Disribution Infortnation neMrork7 Enter Y or N (C or E) e Center or End Manifold 3.75 Lateral Spacing(ft) If N above, enter the elevation ft 2 Number of Laterals of the highest point. 0.188 Orifice Diameter(in) 2.75 Estimated Orifice Spacing(ft)= 10.23 fl�/orifice 2.00 Forcemain Diameter(in) 150.00 Forcemain Length(ft) Does the forcemain drain back7 DY 80.00 Pump Tank Elevation(ft) Enter Y or N 325 System Head(ft)x 1.3 24.47 Facemain Drainback(gal) 19.17 Vertical Lift(ft) 5376 5x Void Volume(gal) 2.70 Friction Loss(ft) 78.23 Minimum Dose Volume(gal) 0.00 In-line Filter Loss(ft) 28.84 System Demand(gpm) 25.12 Total Dynamic Head(ft) Latenl Diametar Selection Manifold Diameter Selection in. dia. tions choice in.dia. o tions choice 0.75 125 x 1.00 1.50 x x 1.25 2.00 1.50 z : 3.00 2.00 x 3.00 z Gallondlneh Glculator(optionaq Troafinent Tank In(ormation Total Tank Capacily(gal) 1000.00 Se tic Tank Capxity(gal) ToWI Working Lpuid Depth(in) �Wieser_ Manufacturer gaUin(enter result i�cell 849) Dose Tank Iniormadon Efflusnt Fllbr In(ortnatlon 600.00 Dose Tank Capaciry(gal) Po lock Filter Manufacturer 11.82 Dose Tank Volume(gal/in) PL-525 Filter Model Number tWeiser _ �Manu/acturer Project: Peper Page 2 of 8 Mound Plan and Cross Section Views — —? v�--10 f � J : � Obaervadon Pipe _� K 5 :,.;.�'.>:.,i:}?:...:.;::�i�:�ii A ;�.i�`:':::�i':'i;`:.::'•.�...rt W . : . I.�. —� B . . .�. . . . . . . . . . . . ......'.'.'.'.'.'.'.'.'.'.'�'.'.'�'.'.'...'.'.'.'.'.'.'.'.'.'.'. I :':i$I�.�.�.'.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�i i:�i.�.�.�i.�.�.�.�.�.�.�.�.�.�.�i.�.�i.� -� �- 1 � Mound Component Dimensions A 7.SO R E 12.90 in H 1.00 ft K 8.49 ft B 60.00 ft F 9.50 in i 7.32 ft L 76.98 ft D 12.00 in G 0.50 ft J 6.67 ft W 21.49 ft 450.00 (ft�) Dispersal Cell Area 889.18 (ft�)Basal Area Available 7.50 (gpd/ft) Linear Loading Rate 6.00 (ft) 1N0 B Obs. Pipe Placement Mound Cross Sectio� View Aggregate Dispersal Area Finished Grade 10129 (ft) —� z G � * H , .,.;.::;,.:�;:: 1 1 F „'Dispersa�Cen/" 100.00 (ft)Lateral 99.50 (ft)�` — `: ` . invert DisPersal Cell []i : � t Elevatron � �� > ��, u�� ,�� ,; ��: � ✓l//�llll ltll� �d � � f � t1 2, ��L � � � ��iiJi!l�lll�?�1��.�i<��`� ., . � J. �� S�'i� :5�.'S��`.��"�� i �iiJiJlt � li:a� . . 98.50 (ft)Contour Elevation 1.0 %Site Slope Geotextile Fabric Cover Shadfny Key y $ t— Disparsal Cell See Wteral details on t�� Topsoil CaP o� 1.5 ft ..; .�::: . . . . . . . . . . . . Page 4 iw number.size. 2� Subsoil Cap �a Q:;:;:�`;:'/i�"''`�;';";`';%;:;' � and apacing ot laterels. ASTM C33 Sand " � Laterals are equairy y � `r.'cii;�;%`[i�.`::�:�i;:;�}:;�:i:' 8 0 Tilled Layer � S 0 ft ;�.5?Yviwi La�eral :::.:•: F spaced Gom me � � �9f�� v p � � distribution celCs � :::;;;ri'::`.:%::;;:�{:.:;2;;r:;:....��. centehine in the �----A -� dishibution cell(AzB). P�al� P�� Page 3 of 8 1 End Connection Lateral Layout Diagrom x« seent o�yr •.Turn-uPrallv�Iwofoi��nwlpup J <—-- P MIKwYsreidw+kY IFx—�I ��sbWdon�MDa�omdlMlMr+1 S �WM!sGaoeO Fpcv maY�comaclfon Wa tw p cross�o matlluN N J�n pdM. LeRerels dfacemein Sch 10 PVC per SPS Tede 381.30b Number of Laterals 2 Orifice Diameter 0.188 in Lateral Diameter 1.50 in Orifice Spaci�g(X) 2.79 ft Lateral Length(P) 58.59 ft Orifices per Lateral 22 Lateral Spacing(S) 3.75 ft Orifice Density 10.23 fl�/orifice Lateral Flow Rate 14.42 gpm ManNold Length 3.75 ft System Fbw Rate 28.84 gpm Manifold Diameter 1.50 in Total Dynamic Head 25.12 ft Forcemain Vebcity 2.94 (Usec Dose Tank Information ��,��ming taDel and bckirg device and � sea�ed warertqnt Ekctrical as per NEC 300 atW ' SPS 376.300 WAC �4 in.min. Disconnect �_ � Tank canPonenl is Properly vente0 - %= �— Attemate autle[ location Forcemafn diameter Weiser Manufacturer � 2 in. Ca c 600.00 Gallons Volume 11.82 gaUnch A Weep hok or antb Dimension Inches Gallons B si�hon device A 32.14 379.93 B 2.00 23.64 C r~�ekva�on(ft) C 6.62 78.23 � 80.83 D 10.00 11820 p Tofal 50.76 600.00 �Dou Gnk ekvation(R) 3"Bedding un er tank. 80.00 Alarm Manuafacturer SJE Note: Switches Alarm Model Number HW 101 coniaining mercury may not be used in Pump Manufacturer Goulds this system. Pump Model Number PE51 Pump Must Deliver 28.84 gpm at 25.12 ft TDH Project: Peper Page 4 of 8 Mound Svstem Maintenance and Ooention Soecifications Service Providers Name Rick Brown Phone 419-0739 POWTS Regulator's Name S er Coun Zonin Phone 634-8286 System Flow and Losd Panmetera Design Flow-Peak 450 gpd Maximum Influent Particle Size 1/8 in EsGmated Fbw-Average 300 gpd Maximum BOD5 220 mg/L Septic Tank Capacity 1000 gal Maximum TSS 150 mg/L Soil Absorption Component Size 450 fl Maximum FOG 30 mg/L Type of Wastewater pomesdc Maximum Fecal Colrform >10E4 ciu/100 mL Service Freauancv Septic and Pump Tank Ins ect and/or service once eve 3 ears Etfluenl Fitter Should ins ect and clean at least once eve 3 ears Pump and Controls Test once eve 3 ears Alarm Should test monthl Pressure System Laterals should be flushed and ressure tested eve 1.5 ears Mound Ins t for din and see e once eve 3 ears Other Miscellaneous Construction and Materials Standards 1. Observatlon pipes are slotted and materials conform to Tabie SPS 384.30-1, have a watertight cap, and are secured in as shown in the mound wmponent manual. 2. Dispersal cell aggregate conforms to SPS 384.30(6)(i),Wis.Adm. Code. 3. FUI gravity and pressure piping materials conform to the requfrements in SPS 384, Wis.Adm. Code. 4. Tiilage of ihe basal area is accomptished with a mold board or chisei pbw. 5. The mound struc[ure and other disturbed areas will be seeded and mulched to prevent soil erosion and help reduce 6ost penetra6on. Laterol Tum-up Detail Finished ............. ........ ..... Grade � 6-8" Diameter Lawn -� Threaded Cleanout Sprinkler Valve Box Plug or Ball Valve DisUibution �i Long Sweep 90 or Two 45 uegree Bends Same Diameter as Lateral Project: Peper Page 5 of 8 1 PAGE60F6 Mound Management Plan IMPORTANT: The ov�mer of this mound system shall be responsible ta Ns perpetual operalion and maiMenance pursuant to requirements of SPS 3fl2-384,Wisc.Admin.Code. Pursuant to SPS 383.52(2),Wisc.Admin.Code,this system stiall be considered a human health hazard if not maintained in accordance with this apprwed managemm[plan. Furthertnae, all inspection and maintenance activities shall be peRortned by a registered POWf3 MaMtainer in accordance with SPS 383.52(3),Wisc.Admin. Code. Maximum Discersal Area Ooeratinfl Limits: Design Fbw= 450 9�� BODS S 220 mgL''; TSS 5150 mgL"'; FOG 5 30 mgL"' Inspection Checklist INSPECT EVERY 3 YEARS o type o(use o age of system o nuisance fadors(i.e. odors,user complaints, efc.) o mechanical malfunction(i.e.,pumps,valves,switches,tloats,etc.) o matenal fatigue(i.e.,leaks, breaks,corrosion,etc.) o solids vdume in anaerobic treatrnent tank(s)and any distribution appurtenance(s)(i.e.,distribution/drop boxes) o neglect or improper use(i.e.,exceeding design capacides,prohibited adivities, etc.) o exteM of ponding in disVibuaon cell prior to dosing o dosing irregularities(i.e.,pump ro-cyding,float switch settings,etc.) o electrical components(i.e.,wiring,connections,switches, contrds,timers,alarms,etc.) o dis[ribution lateral or lateral o�ce plugging (measure lateral distal pressure-compare to design specification) o wrface discharge of effluent or sewage back-up into structure served Maintenance Checklist MAINTAIN EVERY 3 YEARS(or when necessary) o Sentic and dose tanklal shall be pumped by a ceAfied septage servicing operatw licensed under s.281.48 W is. , gtats.when the volume of solids in the Wnk(s)exceeds onothird(1/3)the liquid volume of the tank(s)a as required by Iocal ordinance. Disposal oT contents shall be pursuant to NR 113,Wiu.Admin.Code. o Effluent filter(sl shall be inspected every 3 years and shall be deaned when necessary to remrne any accumulated solids according to manufadureYs specifications. A servidng period will always be greater than 12 months. o Distribution laterals shall be flushed once every 3 years or when neceuary. System maintenance reports ahall be submiked to the proper loeal govemment unk in accordance with SPS 383.55 Wisc.Admin.Code. Report any component failure or maHundion to: _ Name of individual or campany: Ken WaY S@NIC2S php�e_ 7�5-2�-7767 ��i yo�,e„w„e„t„�t: Sawyer County Zoning P�fB: 715-634-8288 ��i�,��ryi a�,�: 10610 Main St. #49 Hayward WI ZiP: 54843 My detective part ot this system shall be repaired,replaced,or removed pursuant to SPS 383.51 (t),Wisc.Admin. Code. Repair or replacement of failed or malfunctioning components shall comply with SPS 383,Wisc.Admin.Cade. No produd fa chemical or physical rastoration of ihe POWTS may be used unless approved by Me department in accordance with SPS 384,Wisc.Admin.Code. Condnaencv Plan In the event that any failed VeaVnent component oi ft�is POWTS cannot be repaired,ft shall be replaced pursuant to a plan submitted to tF�e appropriate agency fa ieview and approval. A failed mound dispersal component may be re-consVucted within the originally approved area after removal o(all failed components. Svstem Abandonment If use of this POVYfS is discontinued, k shall be abandoned In eccordence with SPS 383.33,Wisc.Admin.Code. GOULDS PUMPS Residential Water Systems ��unoNs Mm� spedaty desig„ed for che fo�o�w;ny uses: Ge�era�: • Mound Systems • Single phase • EifluenVDosing Systems ' �H� • low Pressare Rpe Systems • 115 and 230 volts • Basement Draining • Buih-in d�ermal overload protection with automatic reset. • Heavy Duty Sump/ • Class 6 insulation. peY,�a��y • Oil-filled design. • High strength carbon steel shaft. SPEORCAT10N5 PE31 Motor. ��_��: • 33 HQ 3000 RPM • Discharge: t Y,'NFT • 115 wf[s • Temperature: 104°f (40°C) maximum, corrtinuous when ' Shaded pole design tuAy submerged. PE41 AAotor: • Solids handkrg: '/4" ma�umum sphere. • .40 HF 3400 RPM • Automatic models indude a float switch. • 115 and 230 vohs • Manual models available. • PSC design • Pumping range: see perfom►ance ctw�t or curve. PE51 Motor. p�� mP: • .50 HP 3400 RPM • Ma�dmum capadry: 53 GPM • 115 and 230 vottz • Ma�dmam head: 25'TDH • PSC design PE41 Pump: • Ma�dmum capadty: 61 GPM AGENCY USTINGS • Ma�omum head: 29'TDH PE51 Pump: �� • Ma�dmum�padty: 70 GPM • Ma�dmum head: 37'TDH c us Tested to UL 778 and CSA 22.2108 Standards By Cai�adian Standa�ds Assooation M��s �r Fie+MlR98549 '� e�aocis:ec3,.ec.�.r[s, VESt H►�..�o..so 35 i o 2 GpM Gaids Pumps a LSO 9007 Registned. � PEei �� -- i � ,� 25 PE3t —_ z v � < 20 � J F �5 � f �� S � �O �O 2O N �{! 50 W �O Gp1l,t YU � 0 5 10 15 m�/h CAPAGTY c�� x��rwc�xE. c"ECK°°x"s""°`c''e�. pAGE 2 OF �SOIL EVALUATION Sca1e�1"`'" SYSTEM ° �O '� � PLOT PLAN SITE MAP � PROJEC7NAME: �,on� �o' °Es�cNct°'"r 1`� � Greg Peper AMcfi 0eaqn 11aw W WNions/a�oN D� vaoJECT�oo�+ess: 1355N Sunsat Bsac�Dr.BNd�wood W I � Pipe MabAal I ASTM Steiderd Rabbs 3B4.3P3 3 38C.3Q5) N gN�rys.wr. 4 / gySymEaL$ BMEWIrm: �� FT FarmMYn: 2 I e�.��,�„�,,,, rov d oroaem s�ate iraaoaTnrrr: �.�a 51ow GnAw�(%> 1.0 weM 6Y�IM aW4cmM): O ��ti Show 9round elmtlan conbixs at aW1aEb kNervals. N 7e�1eE Nr-. � � , ,. ) �b,.v N-�„- ,,....� CULC✓�, , ,c;f�1' ,, x � �� Se� ��s�i� ��' � � �� p��s�°�,��''� � � .cs� Qi �� i1 i� ' � �l� ' � f � ��- � � � ��, � `I v� , yv�,�.,.Q �? V,� a,� _''' .. _ _. _ _-- /�;,✓,- , I V 1 ��;s�" ,� I �,r,�11 �.L S�� 1 '' � � � /s��, 1 > I ' QI - q �� -- � �� s' ,� 3 - 9�. �