Loading...
HomeMy WebLinkAbout022-1040-60-000 \� \7 % \ \ * # o \ C c \ � \ k * � 6 ƒ \ c } ) / \ 2 / o - k - - { \ \\ L \ j \ E \ \ 4 \ § 2 7 0 ? 4 0 5 « ® o . / ( 7 \ \ / \ / -0 / g / \ . < - \ f e � :r 3 =- \ \ k ƒ ƒ \ \ \ o % ^ cc \ ) - \ � 0- G 0 / \ / F- \\ / a a ■ -� m < 2 E 2 2 § ■ \ \ 7 / j § \ ( 0 \ ) ƒ k } / » T Cl) 0 / � \ / / � \ < A . / \ = j \ ) 2 / 0 0 0 . § / a 0 # ƒ \ { \ ® \ @ R � \ \ \ \ J § 6 \ } \ \ C 0 j / ƒ \) \ o } } \ } k / @ k 4 L . 2 E \ ) ) k $ § / 3 m k ) 3 3 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 399431 GENERAL I NFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. 's }8 C'mo K . Permit Holder's Name: City Village x Township Parcel Tax No: Olson, Gerald I Kinnickinnic Township 022- 1040 -60 -000 CST BM Elev: Insp. BM Elev: BM Description: r TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI I FS ELEV. Septic �o X3 6 — Benchmark , Dosing Alt. BM Aeration Bldg. Sewer 11. i 1 Holding St/ t Inlet 13. 9 q t.sr St/Ht Outlet TANK SETBACK INFORMATION TANK TO , P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet }� .6 Septic / Dt Bottom , Q .D r4 Dosing t, �+ �[ 8 I Header /Man. 5-20 qR. 1 1! U Aeration Dist. Pipe Holding Bot. System S. (8. 1 Final Grade 1 PUMP /SIPHON INFORMATION / Manufacturer ^ A �/s 0 De and St Cover ,1 q Model Number � ^ � 3� .w i,[ fi D , ( P I 9F dG . ` F TDH Lift •v Friction Loss System Head T Ft 3. x•53 lea Forcemain Length / Dia. Dist. to Well r afl z 3s + I I L SOIL ABSORPTION SYSTEM B Width 1 Length No. Of renches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth 01- MENSIONS 5 pO �( � .���` SETBACK SYSTEM TO 11 P/L c BLDG WELL LAKE /STREAM LEAC AA nufacturer: INFORMATION CHAMB Type Of System: � I�/ , Il�b ! ,N1 IT Model Number: DISTRIBUTION SYSTEM Header /Manifold Distribution ( x Hole Size x Hole Spacing Vent to Air Intake I if Pipe(s) [�. ! / -3/ 11 ^ 11 Length 2.5 Dia Z Length A t ! is Spacing 2 .5 5 SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded /Sodded xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil Yes No [] Yes No COMMENTS (Include code discrepencies, persons present, etc.) Inspection #1: U // Inspection #2:�/ / Cr Location: 322 Sherwood Forest Road River Falls, WI 54022 (SE 1/4 SE 1/414 T28 W) N ( Lot � Parcel No: 14.28.18.224B 1.) Alt BM Description = WA �� R � �� 2.) Bldg sewer length = Z 2 1 - amount of cover = Lr,t 3. Contour — Z "� � � � � Z Plan revision Required? [ik Yes X No U of er ta'de r addit ional information. S13D -Al ( Insepctor's Signature Cert. No. 0 T Olt 1 � i _32,2 afety & Buildings Division Permit Application 201 W. Washington Ave. Sanitary PP PO Box 7302 In accord wi Comm 83.21, Wis. Adm. Code Madison, WI 53707 -7302 Personal information you provide may be used for secondary purposes (Submit completed form to county if not [Privacy Law, s. 15.04(1) m ___ state owned.) Attach com lete plans (to the county copy only) for th 5Q 4n; ot ,erfiWless than 8 -1/2 x I I inches in size. County State Sanitary Permit Number 0 Clrkck i ,vivision to previbgs°application State an I. D. Number - C r 3 9 y o n r I. Application Information - Please Print all Information `' E FEEIVtU Location: Property Owner >Name ` / Property Location 6 R Al— 0 B S O N � Cf I q ?,Rol 1/4 1 /4,S/ T" N, RASOW W Property Owner's Mailing Address 5T Lot Number Block Number City, State Zip Code F1 ne;Number NAM@ OF 9SN4 3� YQG z ATV EQ Fki.�s � Fyn 2 ( s��; '. y�. r. ION aw I1 Type of Building: (check one) 0 City VCR J Ji. 1 or 2 Family Dwelling - No. of Bedrooms: . 0 Village j A6 b 0 Public /Commercial (describe use): B�fown of 0 State -owned A - T /y/yr t N/VI G III Type of Permit: (Check only one box on line A. Check box on line B if applicable) Nearest Road _ sN-Awavp F ©R ST R A) 1. ❑ New System 2. ep acemen 3. ❑ Replacement of 4. ❑ Addition to Parcel Tax Number(s) /y. Z� / z 2 y � System Tank Only Existing System 09;Z /0y0 lv D O o D B) Permit Number Date Issued ❑ A Sanitary Perm was previously issued IV. Type of POWT System: (Check all that apply) • Non - pressurized In- ground 5Mound (, )G 90� ❑ Sand Filter ❑ Constructed Wetland • Pressurized In- ground ❑ Holding Tank ❑ Single Pass ❑ Drip Line • At -grade ❑ Aerobic Treatment Unit ❑ Recirculating ❑ Other: • Dispersal/Treatment Area Information: ` S H2 3 1. Design Flow (gpd) 2. DispersalAre 3. Dispersal Area 4. Soil Application 5. Percolation Rate 6. System Elevation 7. Final Grade Required yf� Proposed Rate (Gals. /day /sq. ft.) (Min. /inch) Elevation 01 70© 17 /o . 5 0 -o) Pa. X18,7 ✓ loo. S VI Tank Capacity in Total # of Manufacturer Prefab Site Steel Fiber- Plastic Information Gallons Gallons Tanks Con- Con- glass New Existing crete structed Tanks I Tanks Novo �S° / boo / j a 99 ❑ ❑ ❑ ❑ VII Responsibility Statement I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (print) Plumber's Signature (no stamps): MP/MPRS No. Business Phone Number Plumber's Address (Street, City, State, Zip Code) 6 �7 )q le S R A- t,) ; 5-1 a VIII County/DepartmenYUse Only ❑ Disapproved Sanitary Permit Fee (Includes Groundwater Date Issued Issuing Agent Signature (No stamps) Approved ❑ Owner Given Initial Adverse Surcharge Fee Determination ) � zs , 6L <,L, IX. Conditions of Approval /Reasons for Disapproval: 1. Effluent filter to be installed and maintained per manufacturer's recommendations. 2. The existing system shall be abandoned per code requirements (Comm 83.33). 3. If the existing tank is put into use, a form for the utilization of an existing tank shall be completed to document that the tank is not defective. Safety and Buildings �.. PO BOX 7162 MADISON WI 53707 -7162 f�, TDD #: (608) 264 -8777 t isconsin www.commerce.state.wi.us /sb www.wisconsin.gov Department of Commerce s� '" 9 e Scott McCallum, Governor Brenda J. Blanchard, Secretary August 24, 2001 CUST ID No.226375 A POWTS Inspector ROBERT W ULBRICHT ZONING OFFICE ULBRICHT & ASSOCIATES CO ST CROIX COUNTY SPIA 655 O'NEIL RD 1101 CARMICHAEL RD HUDSON WI 54016 HUDSON WI 54016 CONDITIONAL APPROVAL Identification Numbers PLAN APPROVAL EXPIRES: 08/24/2003 Transaction ID No. 670378 SITE• Site ID No. 634914 GERALD OLSON - RESIDENCE Please refer to both identification numbers, 322 SHERWOOD RD above, in all correspondence with the agency., TOWN OF KINNICKINNIC, ST CROIX COUNTY SE 1/4, SE 1/4, S14, T 8N, R18W FOR: DESCRIPTION: REPLACEMENT MOUND SYSTEM / 450 GPD OBJECT TYPE: POWT SYSTEM REGULATED OBJECT ID NO.: 808744 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. The following conditions shall be met during construction or installation and prior to occupancy or use: + The administrative rule mentioned on the cover page and page 1 is obsolete. The current rule is s. Comm 83.33., Wis. Adm. Code. A 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. 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 Safety & Buildings 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. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Sincere ly,r`,i 'a / FEE REQUIRED $ 175.00 r FEE RECEIVED $ 175.00 BALANCE DUE $ 0.00 �- 4 EL E PAGEL POWTS PLAN RE . WER II , INTEGRATED SERVICES ? SMAR. ''code ; 7633' (608)266-2889, M - F, 0630 - 1500 HRS PEPAGEL @COMMERCE. STATE. WI.US cc: GERALD OLSON t �L13RItHT- & ASSOCIATES CO. ` f O'Neil Road • Hudson, WI 54016 Reg. nes►rers of Engineering systems ,affy 715- 386 -8185 Private Sewage ConsuNanfs C oll ditlo No? ? of 0 M Oft? �� ,� 1 PROJECT INDEX a pN�S� ^ QNpE SEE GoRRE 1 an . D. # - - -- Date Ul f • l J o Owner 6,EPig 10 - D /S OA ) Y • Phone 7 1S z1-.2- s - S3 5�Z Address 3 Z2 511& R,9 • , 01 . 044 e j Legal Description M;er pf. ya ,46 F4-�, PrAu (9 z Z- 1.6 sro • loo • o Town of County S T C R C0( X, C.S.T. Z��S3 Installer�7(LTNFc�v: //— Local Authority/ Supervision — PROJECT DESCRIPTION 1- REpi4�5/s1FW T X960 Ts 1-t:6 , e 1 - -3 2 -� S v T 5��4 so,t� S�¢ T uk'�T X4-7_ 31;1 �- L-o,u G— N> A4 Lv o v vv 2rs,;u 6.- 1 ' .SIJA 10 �i l� I'S PALIo o S 8, B�DC,S° ON' ALL NON- CONFORMING �aAFEi►.. A NKS SHALL �,..��� c, C ON v ''•,,,, . TREATMENT T 1 , ... .... . THE r BE ABANDONED PROPERLY .4 , _ ROBERT W. FOR IL ULBRICHT RECEIVED � " 0 1 1 601 N, - HUDSON WI . CORRECTI NEEDED AUG 16 2001 SEE C ORRESPONDENCE 'SAFETY & BLDGS. DN, PLOT PLAN VIEWS Pg.2 SYSTEM CROSS SECTIONS & SYSTEM PLAN VIEWS (REVERSE SIDE DETAILS INSPECTION PIPES & FABRIC /TOP FILL DETAILS) Pg.3 PIPE LATERAL LAYOUT (REVERSE SIDE SHOWS DETAILS OF LATERAL CLEAN OUTS) Pg A DOSING CHAMBER CROSS SECTION& SPECS. Pg.5 PUMP PERFORMANCE SPECS (REVERSE SIDE SHOWS PUMP DETAILS) P9.6.OPERATION, MAINTENANCE REQUIREMENTS (REVERSE SIDE SHOWS SITE & SPECIFIC PROJECT DETAILED INFORMATION,UNIQUE TO LOCALE AND GOVERNMENTAL UNIT AREA) The attached plans and specifications are based on the following approved manuals: "Mound Component Manual For Private Onsite Wastewater Treatment Systems " (Version 2.0 SBD- 10691- P(N.01 O1 and "Pressur Distribution Component ent Manual For P i ate Onsite Wastewater Treatment Systems" (version2.0) SBD- 10706- P(NO1 /01). li p Lr\ 00 0 � �` _ P OWN o , 1 11 � IoW, -, tj OQ 3 Q3 N pm mD G � D �.i io �\ m CO m 0 Q n � C °� cm n p O z N'GAZn o z co O o£ y zo MY — V; C v Z b n (YIN m c CA - Z7 1 zA �o �� s �,� woOD /-aAL T ��. P f6 . � zo - CPO'SS SEC T100 e F MoukiD wiTti 'I3ED Bev a j " ro t -- ,, A g �e r 5 ATE v�sTR��uT�da 9 G TNi ckAj Fs 9 Pi p or- T °P sort. w/ 72F^ /,fi/fz- sysrEM • iO �•pS EI v r a Vu FOR a 59, M ToE ,u H L•i'&) E T ��• • U&3 i Fd M R SlOpE, F O R CE Elr:.OATAOO UAJM -R M hi p.► Bev - 7- - 7 FT. — F-LEVArioN -5 -~ Gv.j f0�/e Gi.ue. E, X /0 Fr. IN o 1 AT£RM5 �19, ( 5 Top o F Rock 'I ?, 5 G. F T. H p �'y IATE RAIS y 3 �, 0 FT, • To o PLAN VIEW OF Mou�D -- Wirtt 13E:D CE OT RA L > F oRm MA A FT• `lam �O Fr -- K /o F Fir -- T r 1 O �� V w FT Fr 0 W 2 9 r o � F Bis v F % D�.v1 /I-v To PVC cAppep z d(3 SERVhTIO� A g 9 RE5ArTe - - .v t9 o� PERMAAj EuT M AR kERS RmqumED BASAL hReA ` 'D AP�y �h5rE SOIL 10 MrVATIOE C APAciry s Sq, Fr. PRopoSP -v BASM ARej = B x ( A z q S + / a v S Q. FT, Observation pip Distribution cell Fill material s.. (AS TM 033, flnp .- Cover material aggregate) i' I 4(- Slope Tilled area Force main Figure ( Cross- section of a Mound System Water tight cap 4" min. dia. Top of leaching Repair couplings U6 amber ��- Slot 6" min. in. Infiltrative surface 4" min.. Walter Closet Collar Barp/e min. dia.) Figure 8 - Observation Pipes v 7 0 � c > o G V /f S7 C 3.3 . -D 0-/ ' Y6 I r ISTQj `rj (3U O�J Pi E L�4\I CE OTR AL, MAC i Fo L. D P � Z \ Fr Fr • X -� _.� INc NE• CErJTR�}I_ rnl�cE MAIr`1 -- 3 00 Fr P V C Y12- VARI*h(3LE T O TAL V( tc) Uolum y GAI 'V STAPJ -rO M& v0 /U�yL-- AMET�R LAT�PAL " r ° F T�va�C'K ►N�H�s � /�� CQ CEAjTRhL MAMIF D Z jj FoPcE MAIN I�LF{ES • ' or I-Iv lE v p i p,✓ / Z I.uvERr ELEVATiok1 -oF LATOW 5 SEA PEU SIDE F op, �—� GI �, z O e I � pER FoR hTE D �E /U s;Ty • R�Mo�� X411 �R ;II f3 uRR5 ! y • � �e�ES IoCATEb o,v (301T'OM E- Q v Ail Y SPACED 1) i 5TRi Borio" 'DISc. RAT Ir o R r;Ach LAt'ERi L 7. 1 Z CYAL /Mid. T 17 iSTRiBOTIoO 'D15c"^R &E• FATE POR 1Vr;TwoRK 3� �8 G�4 �M1��. �•� MI*N I'M UM CID OWE- OF elf /Ub - F�l RUC 13411 of6 O SEPTIC TA NK & PUMP CHAMBER _...._ ......._ -. CROSS SECTION AND SPECIFICATIONS CI VENT PIPE 12" MIN. ABOVE GRADE sH- ? l0 ' FROM DOOR, WINDOW OR "WEATHER PROOF • FRESH_ INTAKE JUNCTION BOX APPROVED t � WITH CONDUIT MANHOLE COV 7 5e.4 4 0 W1 PADLOCK t-• PUG - -- WARNING LAB. MIN. INLET - ---- SD vi GAS - -._- _ T 'Ir TIGHT i , I '� 5c D.40 fEL I SEAL APPROVED PVC Pip i R I ALM JOINTS W/ 3�o SOLID M 0 0 C 1_ 1'7 -!o D 0 i ON PIPE 3' ONTC SOIL SOLID SOIL PUMP OFF ELEV . g�'� + + i tA F1 ' - t - 1 _ OFF '�'� RISER EXI � v D ( l 1, 0 RMITTED ON AN G 1 � TANK 0 f �,�� IF MANUFACTURER g� 3 APPROVED BEDDING UNDER TANK HAS APPROVAL ( o SPECIFICATIONS CONCRETE PAD SEPTIC / DOSE ESEi� TANK MANUFACTURER: 3 NUMBER DOSES PER DAY: TA NK SIZE SEPTIC /07-f� GAL. � (GdC� /'�iep�%)DOSE DOSE VOLUME INCLUDING CoSO GA L . F LOWBAC K : 13-5 GAL. ALARM MANUFACTURER: AM , - f (o CAPACITIES: A SD . MODEL NUMBER: i � L, 1 ?, S INCHES = 30-0 GAL SWITCH TYPE: F1,0A r - - B = 2 INCHES = 3),'5 GAL, PUMP PIANUFAC'I'URER: MEN& g.3 MODEL NUMBER: C - - INCHES = 1 3S GAL. SWITCH TYPE: p /��46� /o D = 0- INCHES = 1 92- GAL . REQUIRED DISCHARGE: RATE � GPM PUMP & ALARM WIRING AS PER ILHR 16. 23 WAC VERTICAL DIFFERENCE BETWEEN PUMP OFF AND DISTRIBUTION PIPE /U + MINIMUM NETWORK SUPPLY PRESSURE . FEET + —3-1-9 2- D FEET FORCEMAIN X , 2(P FT /100 • FRICTION FACTOR•. FEET TOTAL DYNAMIC ' _ '� FEET HEAD Q , FEET INTERNAL DIMENSIONS OF PUMP 'TANK: LENGTH L� / / ' ! (0 WIDTH �J v f/ DIAMETER /-- LIQUID DEPTH L 10 SIGNED: LICENSE NUMBER: - ,DATE: P/C SPECS C& l a of= s7E Pl(-u - SEPTIC TANK, per COMM -83.44 (2) (c) shall be equipped outlet attached a 9 PPed with an � fliter). Tank shall an approved device (Zabel ground locking manhole pproved above cover f re 12 months or less) inspection & servicing ( by e a y lice nsdd service pumper. ME40 Series �® 4/10 HP Effluent and Drain Water Pumps Performance Curve MODEL ME40 EFFLUENT PUMP CAPACITY LITERS PER MINUTE 0 50 100 150 200 250 300 350 40 12 35 10 U) 30 W "Z 25 8 f Z t t 20 c� 6 x ` ( O' 1 1 � O 15 J 4 1 0 10 F- 5 2 O IL I 0 0 10 20 30 40 50 60 70 80 90 100 CAP CITY GALLONS PER MINUTE , ,ti C&r F.E. Myers, A Pentair Company • 1101 Myers Parkway, Ashland, Ohio 44805 -1923 419/289 -1144 FAX 419/289 -6658 Telex 98 -7443 K3326 7/91 Printed in U.S.A. i 1 ME40 SERIES 4/10 HP Effluent and Drain Water Pumps POWER flr FLOAT CORDS PLUG DIMENSIONS Quick-conned, watertight Replaces switch assembly fittings are interchange- for manual operation. able, replaceable from 1 W MPT pump exterior. ® (38.1mm) Discharge - O MECHANICAL FLOAT A SWITCH�__�'�� Mercury -free, 90 angle N (Q'`W>r- operation. - .__------ - - -- -� 5.66 - - �- - - -- (144mm) - - - --� 11.68 I� --- - - -_. (296.5mm) — MOTOR HOUSING oN.. Cast iron for efficient } heat transfer. OVERLOAD SWITCH Built -in to protect against overload conditions. _ 4/10 HP MOTOR a - 8 R 1600 rpm, 60 Hz, 115 or 230V, single phase. Oil- cooled and lubricated. ROTART SHAFT SEAL Carbon, ceramic faces. �v PERFORMANCE CURVE CAPACITY LITERS PER MINUTE r I O 50 100 150 200 250 300 350 40 12 VOLUTE/IMPELLER SEAL 35 RING 1 o Maintains high efficiency 30 and reduces recirculation, replaceable. 25 e z ENCLOSED TWO VANE 20 6 IMPtE LE High efficiency, passes HIGH EMC>ENCT ABS 3 / " spherical solids, with VOLUTE ' 4 stainless steel wear ring. Corrosion resistant. Passes 10 3 /" spherical solids, l W 5 2 BEAST WASHER, SLEEVE NPT discharge. BEARINGS 0 Enhance smooth operation o 0 10 20 30 40 50 60 70 e0 90 100 and extend pump life. CAPACITY GALLONS PER MINUTE K3319 5i92 M" F. E. Myers, A Pentair Company Primed in U.S.A. 1101 Myers Parkway Ashland, Ohio 44805 -1923 419/289 -1144 FAX: 419/289 -6658, TLX: 98 -7443 Pg. 6 of 6 Mound System Management Plan Pursuant to Comm 83.54, Wis. Adm. Code Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Slats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1/3 the liquid volume of the tank. If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products are used they shall be approved for septic tank use by the Department of Commerce, Safety and Buildings Division. Pum p Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary. Mound and Pressure Distribution System No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October- February) dictate that the mound be heavily mulched for frost protection. Influent quality into the mound system may not exceed 220 mg /L BOD5, 150 mg /L TSS, and 30 mg /L FOG. Influent flow may not exceed maximum design flow specified in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the initial test when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and any levels above 4 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. General This system shall be operated in accordance with Comm 82 -84 Wis. Adm. Code, and shall maintained in accordance with its' component manual ISBD- 10572 -P (R. 6/99)] and local or state rules pertaining to system maintenance and maintenance reporting. No one should ever enter a septic or pump tWk since dangerous gases may be present that could cause death. Septic and pump tank abandonment shall be in accordance with Comm 83.33; Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8- inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. Contingency Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank; pump, pump controls, alarm or related wiring becomes defective the defective component shall be immediately repaired or replaced with a component of the same or equal performance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced in its' present location by increasing basal area if toe leakage occurs or by removing biologically clogged adsorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. Questions on the operation or maintenance of this system should be directed to your county zoning or health inspector. SF.F. REVERSE SIDE Pg.6 FOR MAINTENANCE REQUIREMENTS SPECIFIC To 'TlltS SITE, DESIGN, AND COMPONENTS Y 1 L PAGE 6 REV_E_ RSE SIDE OWNER's•MAINTAINCE OF SEPTIC SYSTEM ~` POWTS (landowner) is reponsible for proper operation and maintenance of this system. Regular periodic inspections and servicing is necessary for the safe healthy operation of this system. The owner is required by code to submit all necessary maintenance /inspection reports to the controlling authorities. SPECIFIC CONTACT AGENTS 3 9L yG O v 57 7 - 612,01 , x G0V ry * Governmental authority/ inspectors: 2-eV40 04VT * Licensed installer, responsible for providing an operation/ maintenance "Users" manual: * Licensed service / inspection agent other than installer: Tjp j - C DU.v s'�9.v� Ti�T /Q�v 3F6 �t3a * Electrician, for pump, electric controls, wiring units: 7 3 3 (, w�v 7 -) IMPORTANT OWNER MAINTENANCE REQUIREMENTS 1. Winter traffic (sledding, shoveling, etc.) across the area shall not be permitted, or frost can /will penetrate into the cell, freezing up the system. Discontinuos use in the winter (a vacaction trip, resulting in no water use) can also lead to freeze ups. 2. Water conservation needs to be exercised! Or system can be hydrolically overloaded and destroyed. This system was designed for a maximum wastewater flow of Z gals. daily. 3. POWTS are not designed to accomodate wastes from a garbage disposal unit, or any other unnatural sources of waste. Any introduction of such waste materials will overload and destroy this system. 4. If a power outage occurs, or a pump fails, it may result i'n a temporary overload of effluent being pumped into the cell, which may adversely impact the cell (leakkge). It is recommended that a licensed pumper empty the dosing tank, allowing the pump to return to dosing the correct amounts. Consult your installer immediately for advice. 5. Neglect of the vegetative cover (the cells insulation & erosion preventive) can lead to failure. Compaction or heavy traffic also can destroy t he system. It IS NECESSARY TO REGULARLY WATER THE VEGETATION OVER A SYSTEM!! Effluent in the system beneath IS NOT sufficient alone t0 maintain a grass cover. 6. Periodic inspections by the owner, or his agents, is necessary. Inspection pipes and ports have been incorporated into the system: on the mound basal area (effluent level inspection pipes), cleanout terminals on the pressurized laterals, at each tip - for flushing and cleaning the laterals out. The filter system in the tanks (via a locked above ground cover /manhole). Only a licensed properly quali6ied person should be performing this work which � involves health & severe safety risks. s. Evidence of effluent and , p in in the system's treatment cell shall also be regularly g g y_ inspected. ye /f y I _ Wisconsin Department of Commerce SOIL E )(ALUATIO,I REPORT Page of Division Df Safety and Buildings ' p � P. in accordance with Comn7 g.'Wis. Ad r � County j Attach complete site plan on paper not less than 81/2 x 11 inche o in-size. Plan must i but not limited to: vertical and horizontal reference point (BM), directj.6.d L ! parcel I.D. ` percent slope, scale or dimensions, north arrow, and location and Otstance to neare, x ` — �(•'� Please print all information. ', COt Reviewed by Date �Fi Personal information you provide may be used for secondary purposes (Privacy Law, s, 1y oa' ((mg Property Owner Property Location, 114 1/4 S T..;2 N R S 1W W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# City State Zip Code Phone Number ❑ City [I Village [3Town Nearest Road. ❑ New Construction Use: 09 Residential / Number of bedrooms Code derived design flow rate S!> GPD ® Replacement ❑ Public or commercial - Describe: Parent material /e, L / 4� L Flood Plain elevation if applicable / V �r� ft. General comments a��' f'G�Ot��!/` =%� � �Y 7�fi� 5Z' /��'iICC /��' «dYt S1 IS & A -W &-1 and recommendations: ✓✓ •` ` SU r/ Dorm- 5 'W -X 3 )50 /i /hi ��.� .5a 1jor!,Gnj w' c2 Sc - I A0r� - on 14 f , WC e00' &n 7 �rP/ s� tf : u uxe wu j © F] Boring Boring # ® Pit Ground surface elev. 9 7' ft. Depth to limiting factor ���� in. Soli Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fti in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 `Eff#2 3 1 9 -'2? .� G' .-� ✓ JX .54,E 1r ,F-1 / o -sf �, ✓ 1c) i5 ` /r✓ 77 V � �h rn ���tv� � �• - -�' / -tea% � � � .� � u . F-z I Boring # Q Boring q 7. 5 R t �o) �.� ® pit Ground surface elev. _ ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 s © - 5 , S YY\ — — 7✓ , t baiYUA u ottk tr 14 P 1 0a ` Effluent #1 = BOD > 30 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Name (Pig int Signa CST Number CRQ &1 .1S Address Dale Evaluation Conducted Telephone Number 21,- 3J 1 '1 c� / i �? Page of �:e� � Parcel ID # " 9 �_ Property Owner C'L?C G� � C am ��'� 11 -31 Boring # ❑ Boring 7 �• ® Pit Ground surface elev. ft. Depth to limiting factor - in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM in. Munsell Qu. Sz. Cont. Color Gr S Sh. �J 'Eff#1 `Eff#2 F-1 Bonng # Boring E] pi Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 E Bo Boring Boring # Ground surface elev. ft. Depth to limiting factor in. El Pit Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz, Sh. 'Eff#1 `EfW2 ' Effluent #1 = BOD, > 30 220 mg/L and TSS >30 < 150 mg/L ` Effluent #2 = BOD < 30 mg/L and TSS 5 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608 - 264 -8777. SBD -8330 (R.6/00) i x x �;r IP s \\ \\\ ((11 s a � +t .. 0 'dl�y A 4 1 0 . N i ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner uyer Mailing Address Property Address S °'+r (Verification required from Planning Department for new construction) City /State A--" ��- 0) ' Parcel Identification Number � � A / � 4 o t 000 LEGAL DESCRIPTION Property Location SE i /4, i/a, Sec. 1 T a 6 N -R L6- W, Town of l� Subdivision . Lot # Certified Survey Map # 53 L l 9 411 I. , Volume . . Page # 6 rP Warranty Deed # 3 a 5 6 ° . Volume 6r . Page # 9 Spec house ❑ yes K no Lot lines identifiable 1R yes ❑ no SYSTEM MAINTENANCE Improper use and maintenance of yours eptic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a mastcrplumber, journeymanplumber, restrictedplumber or a licensedpumper verifying that (1) the on-site wastewaterdisposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge - Itwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 days of the three year expiration date. At e� 9 // 9 / o l SIGNATURE OF APPLICANT DATE OWNER CERTIFICATION I (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. SIGNATURE OF APPLICANT DATE * * * * ** Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department. * * * * ** ** Include with this application: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed a r 44n 'a f N � aI � f� !rte i � •�) ��ti}. ��, t � � « � �` � �•, M • F 4 ay� � ra 4 M t, Lo\ 4 .: f•� s IM, vn �{ DOCUMFNT NO. STATE BAR OF VISCONSIX-FORM t Aff4A#M OW va 542 PA-1;!291 This SPACE REU RVED PON RECORDING DATA 335260 RECASTERS OFFICE an YRAKED, grade wwdmoseph Meier and Marsha Meier, husband -_ 1 ST. CROIX CO., WIS. e 2nd Rec'd. for Record this and- own - Xi94____ Grantor duy of 36 pt A. D. 19 T6 anu Gerald on And niane ir_ Olson, _hu&band__,and_,__ t 8130 A M. wire Grantee, b Witnesdeth, That the said Grantor for a valuable consideration of Dads and - and ­1 _($44,_M.W 1 conveys Croix ys to Grantee the following described real estate in --County. RETURN TO-)?4-_ State of Wisconsin: 7) That certain parcel of land located in the M of the Tax Key 0 This is — homestead property. SF4 of Section 14, T28N, R18W, Town of Kinnikinnic, St. Croix County, Wisconsin, more fully described as follows; Commencing at the East 1/4 corner of said Section 14, thence due South (assumed bearing) along the East line of the SE 1/4 of said Section 14 a distance of �� 1317.34 feet to the Point of Beginning of the parcel to be herein described; thence continue due South a distance of 1045.57 feet; thence S 89 V a distance of 624.92 feet; thence due North a distance of 1045.57 feet; thence N 89 E a distance of 624.92 feet to the point of beginning, the above described parcel containing 15 acres, more or less, Including the Easterly 33 feet thereof presently used for Town Road purposes. T RMS41.1. Note: Bearings base on East line of SA of Section 14 assumed due North/South $- M �o z Together with all and sin the hereditaments and appurtenances thereunto belon or in any wise appertaining; FEB And Joseph Meier and Marsha Meier warrants that the title is good, indefeasible in fee simple and free and clear of encumbrances except no exceptions and will warrant and defend the same. Executed at River Falls, Wisconsin this V-.5 day of August ' 1916 SIGNED AND SEALED IN PRESENCE OF (SEAL) Jos" h Meier X�41 (SEAL) (Ma ruha Meier (SEAL) 'SEAL) Signatures of JOGMh- Meier and Marsha Meier. authenticated this- day of August 19 N cy Murry - Bafkla Tit?- Member State Bar of Wisconsin Vr'0tft*r-PMT1 Rommtred Unde Ore. "606-riz. STATE OF WISCONSEN .Coway. Personall came before me, this day of the above named to me known to be the person— who executed the fore instrument and acknowledged the say". This instrument was drafted by %-WCYM. BARKLA, Attomay c4m, . Wy % Notar Public The use of -witnesses is optional. 1#7 Commission (axpires) (U) Names of persons signing in any capacity abouldba, tyl at primed below tbak sigs"ures. •MXAJM DZED-STATE BAR Of, WISCOVISIK. fORIg NO. I r 334962 CERTIFIED SURVEY MAP JOSEPH MEIER Part of the SE 1/4 of the SE:1 /4 of Section 14, Township 28 North, Range 18 West, Town of Kinnickinnic, St. Croix County, Wisconsin APPROVAL OF THIS MINOR SADIV1 /5&1 j,4 • S Ec 14 -28 -I DOES NOT MEAN APPROVAL FOR SEPTIC SYSTEM. REFER TO H62.20 IU W 7 I 4;24.92' N. 89 24'40 "E - �A C xU sT I N C. SCALE Fn lk M "= 200' I I i STCAD In I O I 15 F- * 10 Indicates �_ A G R E S � N x 24 iron pipe stake z v ; APPROVED weighing 1.13 # /ft. 4I W o 0 I ST. CROIX COUNTY I 0 I COMPREHENSIVE PARKS PL' I AND ZONING COMMli +c.: ° AUG 1 9 1976 W � � S 89 z au W Note: Bearings base on East line of SE 1/4 of Section 14 W assumed due North /South �) Description: That certain parcel of land located in the SE 1/4 of the SE 1/4 of Section 14, T 28 N, R 18 W, Town of Kinnickinnic, St. Croix County, Wisconsin, more fully described as follows; Commencing at the East 1/4 corner of said Section 14, thence go due South(assumed bearing) along the East line of the SE 1/4 of said Section 14 a distance of 1317.34 feet to the Point of Beginning of the parcel to be herein described; thence continue due South a distance of 1045.57 feet; thence S 89 24 40" W a distance of 624.02 feet; thence due North a distance of 1 0 4 5.57 feet; thence N 89 24 40 E a distance of 624.92 feet to the Point of Beginning, the above described parcel containing 15 acres, more or less, including the Easterly 33 feet thereof presently used for Town Road purposes. State of Wisconsin ) County of St. Croix) I, James L. Murphy, Registered Land Surveyor, do hereby certify that by direction of the Owner, Joseph Meier, I have surveyed and divided the lands shown hereon and that this map and description is a true and correct representa eof; and that I have complied with Chapter 236.34 of the Wisconsin S Ordinances of St. Croix County in surveying, div iding, mapp' esc said lands. JAWS L. Dated: 16 August 1976 Mli:;F 1 286 5 0 2 . 1 i Vol. Page James L. Murp` St. rZ oix County, T+s. istered Land Su rE'� FALLS �,�'�, Certified Survey Maps wrsc. ;�` `- ;?'..r4 }� s ',�" �� •�."(lt a at �«vt� ..� �s a � rte Vii... ,� wed*`•; '� �:' ,•` •fires 4.3,,' r ,, ':� 'fig �' ` •' '+ 'w z ^.,° a ,a' a- .�"�. <:,•v ; ' .... ,rak F $ ma ° R�. `*f �fi.` -.' kt.�. - , "�`' •'+ T'.. ..aE',$S�w�.s e(:ii; Y , 1..: {`: ,erg ... r 4,.✓ �. g 2 s k 6 t• r. * zi t ,'. _e . a` # { �,, x t e t c £ rt • r ''.''.- ,rtsr. "t.` .. °We ^. A { by`•4- m^i<- �,,,,. x `a ".. t 1. r e1: s ti iM.,f„+z..s v+ y,-u• a,�' ��`) jf ' � t � `�' f. 6 f -, s 7 " +t' :� ti , � � �,. ,� :: a .� I �'�a+s •yi �, ._:�£ [ Y •S . t y t .y�3^ar{: ti'. ,C 5 �.. w� p •'; 4+ X,yp h'" 'R' ` apC- a ^{..% _,t n P „ �•� r°�i�`.lr � 5 -.;`f fi 'f ., h+SOs �.'tu"` �.i +. .•; y �.`:t�.� k � '� fiii } ,; 3( e 'R �t �c €�� e�R.^ s`�t*t'x _ s•r s �-y: ZT i .. Y'.. . �' - 'tr � .a" 4. t �. � O � ": J "F X� � r �'^��.4 � +� [ A S � 4 ^ .�s-4 t 3 � ; i .r y �" � g •"s � C 1`��f ^"�,„` t�' . � ': t r � C t� '� ' ^ �4y, F 6 "'�, `,, rs.' x �,r �. :, r �'1. x w�ar'� 'SF Sri+, �, *. �� . $ F • y R a +°' .v .,r - £ .:• z....wt'r .-z ,?k b x < "2' •r C'' i h' r r ".t Y n rs yra .. �. .i+ „ 4 m, r Y k fi t• � . -. Q � k x st .{s .3rg z� :: > ' fr � 4 ,. �'ij� '�.� `�' d �� .� a�"r 'vx',€^ tV ���7- ` -f�` � sr i - : yr � :'„'.d6 [ '.` r s :• ; r - . _ ✓ $ .+ � �.. r �tC,, � e � fY. �h 'fin 't. `, ,. '$0.,r - �, Y "a° .N 'k �',• s y � 1 ,� , � s _ ` "f F '�P �...' t r ��v wr, �, - ��`i�`�s,R,�. '�` -Y 3 aa3' r y' i s c ' r: '" d, ' ^d`� � t 4. � v ^ '�' a •+R- ' - t"�' ,r r .,a" �4" y+� � s s. t 5 �' •f nR � '� - ,. r. fir, � h b ..���: "� '``.'��•} "` x+}Y ,Y`'•' a l �• l `..� �,�� ` .. t � , r F ,'j'�.� s r �.J $ � x - s •�'iS >r� �`: L t 4 •' 4 �� "s �' ` , ���` ,r � "s }' '" � ; � �. " � - a w . ,� >:; a..w� t j`` f � ,a , c � `-� s ,r ,� #� _ � �. ,�� c �-+ ";,e's•,�! � f. � � � i^5+�� y1'..:;: S �, ,u� ci`y.:Y ,�'` k" i .F � :1<, �� .,;a '��� , a -•y! � - �F "� �' e r r ' un+P� � � :�, 1t a;: s � „"s r ' °' � r, 'q. �.fi � R ' �;- s . -,'b'� `' a• ' k.r qf, ev.� � s e� �r r y 'cam �'� � '�' � �• 7 ' "'h., ,� .: .r r{ag..f '' H �z" s sk . �' /•`3" s� # r4 s s x :t _ ,t - � � t t t 7i ' .N < t r" ie e e 4• ,� 1 3 .ir C a e +y , w, 3 '.'FSi4� ���� ��3•r`�" r a` ° � s - � t e �' r -r - '" 1 t� .. 7R T.r v ; ; 3 9` 1., 5' - 4� .r �, Ar' i t- .t• '.rye S t � ¢ -. *»'� i'` w ( T.. '�' -*-w 4s !i z••s" ! ? .3r - t ' `� ♦ d Z ,�j �, �M1 r f' =+}4' is S - � `7 4w x J 4 •1• z41 tl - �` r �� y.•. iea� ti - •' � �$�y i 9x6, �, ;. 5 at. �R �_.:.`A%` '�"`�' �w� � -� v ,y � .- AY U��:�,�F. - ra:. �� r� t ;:xo- =s.�. S 's 'ts �... , x . r .. #` yS3•_:sr 4_ �J5 a,a.: �5y .s t.r�''t � w d.. -. � .,�.,{ *+°x, .€e _ ',_, h t ' °� +iL' a� ^r� s' '++k �, '• �'a`E •- sqe'�? - K�,< r � E .. L+`,i al:r'� +°a° "• x'..,'t !ten . -' �¢' ,,.� . -F: f._:'t ..�; irw`... .. YV' ='c. � ,. r •�a �' ^ a �"!' �'' r ,..�'r" t - Y � 1 ,.? f�: :F +, i �I,�pS'& dti.. ,. ::_ ;. t, .+, � -c4''� ,. �,'#: ;?:. � dr '��.;. s. ' +'- ;:.... at� , x+i<; � �y. ��r .a4F x• '•++a` =�i' i'i fT•L ,i u `F � #3 'T' 1 �' h. , e .4Y , •:'�.�' �w�'%1!�. q +,^ qM � ��< i�o-r _3.v: .ig,k: �' .'>n •• "''�� "!.::�.+e .,�� �+ r { ju �„ .:k" +.` r" "* q.Gy=` -._ .h �:� ?':., �#` y�`.zL �d'°,� �:iviyr � ; "..+7 r.. yF �:�..• �e'� ��cN - r . ` �s � � 3 �` a �� W"i'��' '�, w: 5�.K e� � ... :: +�q ^ � .�`. 3�::.. =� r' :rf.., n u- .�•c t . fz - �' ,y < '�, � .� # ?. - '. y � a ,'�.'��. ,Y f -. .� , %s .'f+ 3,` s.u'+ :z`S" ++ '4• 'e5 : :"�'1' L .?C-': �. ..'�, ^9I �'" :,.(�Y �. ��'. 'ip`. :� .N'�..: .�;1, 3 ! F S �I I ��., 4g+. :. ., t 'n ♦ °.Y t!?.;' t � y . '. 3 5" - _ � i. ;FT` !�'t� '. =t:^f t'}'4'} ti 3° i'W4 ��y"l �. ay � v ' x �.. >rt � � +� _.'4. 'z t: � F R y . •- � ,.e $ � � n ��:_''; � ��" s. .:.g yep+ �_„` i `E: a ' +^ J "wv�. Jif. r3+7 R a r . 4 . i - e• ;,`.Y .R .'��`� t� < p +LnT t :_Y�_ ,.�+a.i� A' q 'Y.. 4 "S•�f S'.°a,. �`" `� - +a.> .�+ r . a3'_. €T.�i`• -' '_Y" t4 °i S S �—* f f3 ° y -t s '3y; } i ' .h r- +a4 , #, 'd`r ,,eX„ -. .7 zT v -r } + z� = .,y!�jeF _'., � � � y a - t t:o s f v d ,- i,'+•c,�, } � fR„• #` i'�' e " I �+i # �,.• uE 2°�i„v{„1` � � n� `. ,. -�` 3,. 'x�.'i s+m`: n 7 j , ...t.. +r ,v �s` `: •... , q, .:c, L _.'' .y,,. v. §^• SCR. ar,}w u e .k - - 3 ,. .ti• R s L y .�- .. � w.+:::. � :a F� . r :,yX :':; `�• .: L 1 -' 6 � �" .Y ..., ��` r � �, S'`�" _ -_�L ��.. na5y rt. F:.Fr a,F- ':end, v ^ ? , "�}.. ..�4 .R: 5 ��!��nLflw• . �(yl:� � W , x .�`.t ^$4. -F'aT d..- :f nF.1 'S. R"%X' . •+ 4`,- 'S - i,.¢J i ° -' -'�' a� :: tT �.) '- R � y a ,'�"F "� � �•'..;n# 3 . "aY S '�`� '�' � y� "� a$r'a' g�r" } e � , , , �d.>a g' a L s,..; ,< - .. a.,,. ��:a,. .. v.. + � ,, ,. : .a ,:,.;Y:. ti a�:.: °:- ,, � :�.:'. .y"�'� :.'ti .'i ... rke • "l�+ �1 k h, i , R,s�',� _;•4.. ,. #�,. g .' r. ''Fr. _ „t - r ' "i #' *t y x• b-- `�'§?t; t +' d .Y S. n,. ' }v I r f', � 44�ye ..r�,. x >'y ,s�, ar , � �.'�" .+"3�.. �` k''r+. '�` '.+i: .#. r r. ;.,` >a, . � a ' -;'q .a:.. ✓� x- �"i�.t`n 'S r3`, �;+ fi <; � ,r." y;�r � +Y. �- 'e�`>, �' �a�a :�_:•.su. ` �`,.r .s:Y •t sit y, y', r;�«. � R p ly - 1 T� F. ,iTi P' "t'T �R� 4 f . e'# r � - ... . 1 . �»S • q - : R r � „y rF:.: iy !''$ W 1,.5 &``+,n 2� wr - z �' ° i.' s �� F:;� -- • - rTt �`'�r c � r is }' ' •V.. +�+T� - 'IFS ''u' � Y .Sid �+: sd �+<,. - ¢ + , r w.r - a`4`+ h' 3 , r - , .� .�• _ t ; ^_�, r .mil k % ,. }'= a ' '� : R '�.e�v+ '�„r., � � ,F. n•�» � w .: � . k;,� �' #"°�*�'� C z k � � N ��, �`; � a� `<Ya>�' %'" ' '''; a c:- � t�y,.w '' r �^ . r ! �„R . ed .�#j ,.a'•�k t , 1 r ,, =-�,3 '� � ��y ?� ,;, A �, _ 'r?�.�•. .6. C 'k4 1a. k'�2 T Z . - � ,{}..R TT., y "f Y,:.d•,S`` 'rS l - .,��'- a��•`�`5. .!Y.+'Y�- .,ry¢P -F- F F ;•: 4 < : r yryyry 7 '�' M..:{..;c r � �; it .? id y. -�� � b � M. � 't•!.; � s« ..a. Y`. c ,y'.�'� _.�ffa �r fi ..'' -e+ �. ,� e.,' 3 '•t"�,, �• �f; „..: ` - :s +� ,4; ''�. •rt,: � ,". .: r, =t � a y+i+'�N'�� g' � a '*' i :. �; � � � i # r��' � �' '� ` a�33t. =- y , "� �,;t , r . 1' :-� a,iz, i i�., � :? . • $,.9 5 n _.S;{ � _...� _ "i+�'Fp,x�'� � � 4 i yI .. E ,v - r` c .n' . - � . �, 0.s, '•T +�` � - f Y Y��1 ua. �I.y,�y'.� p �+,,,���+`pr►'-" ��:*F `� �' �_ � �?�' :• ..• $t` '.� `� '�,r # ;$, ,� � ..f' �,�s�r,,�3t Fa`. �; ms's." � ����.'v h s : P ;'tom i s •—. �n�. ,.,f` '"�'. A �J3� }a -��!' .. r�.. -, v a — � I . _ — - -.