Loading...
HomeMy WebLinkAbout026-1286-08-000 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division Sanitary Permit No: INSPECTION REPORT 552373 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Parcel Tax No: Oeverin , Kenneth J. & Am aro Richmond, Town of 026-12 6-08-000 CST BM Elev: Insp. BM Elev: BM Description: / Section/Town/Range/Map No: O /0 0 ~f S~ ~~Cd'~/ O7- 34.30.18.1430 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS FS ELEV. Septic Benchmark Ie 2S rj 6 (7 d Dosing Alt. BM d lo, bD Ad~ _ Aeration Bldg. Sewer 3•S_ 02. e K Holding St/Ht inlet /O "501 y0 qq 2 fN /l- 7 r TANK SETBACK INFORMATION SUHt Outlet TANK TO P/ WELL BLDG. Vent to Air Intake ROPE Dt Inlet ih 4-XA01-e '6~ Septic > et v f/ Ihi Dt Bottom / u GIs. / Dosing Hea r/Man. Aeration Dist. Pipe 3 Holding ot. system ~9 /Z S daf oK 2•S /03. of I final Gra PUMP/SIP INFORMATION P Manufacturer Demand St Cover GPM A I- /k4 Model Number VO ~O& Z TDH Lift 2 Friction Loss ! Systemkiead TDH Ft oy'- ,-Y _ p 10 1 _~4 Forcemain Length Dia. n Dist. to Well b ~`a^ - ~(`-0tL( SOIL ABSORPTION SYSTEM _s-kW J - rZ_ BEDITRENCH Width ` Length / I o. Of Tren es rf-DIMENISIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS 5 SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM L CHIN Manufacturer: INFORMATION CRAM OR Typ O System: >7 ~ ~Y( ~ U Model Number: 1 75 DISTRIBUTION SYSTEM /6g Q c! Head anifol Distribution Ix Hole Size x Hole Spacing Qn Cake ~ Pi e s Z Length _ Dia ~ Length Dia Spacing SOIL COVER x Pressure Systems Only xx Mound O At-Grade Systems Only Depth Over Depth Over n xx Seeded/Sodded rulched Bed/Trench Center Bedrrrench Edges Topsoil B 0 Yes Mr/No N Yes L ilo V r-'b COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1 Inspection #2: G 2-4,/ Z~ / Location: 1236 121st Street New Richmond, WI 54017 (NW 1/4 W 34 T30N R18 ) unse iJ.d 8 ar I No: 3 0.16 1430 d 1.) Alt BM Description = ` D /,11 f CBYEIr Z UA 2.) Bldg sewer length rV 613- GQ,..t" CO- = - amount of cover Plan revision Required? 0 Yes No Use other side for additional information. Date Insepctor"s Sign ture Cert. No. SBD-6710 (R.3/97) PLOT PLAN PROJECT Oeverina Homes LLC ADDRESS 1433 Cernohous Ave Suite A New Richmond Wi 54017 NW 1/4 SW 1/4S 34 /T 30 N/R 18 W TOWN Richmond COUNTY ST. CROIX SYSTEM ELEVATION 102.4' BEDROOM 3 CONVENTIONAL AT-GRADE CONVENTIONAL LIFT HOLDING TANK MOUND XXX SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE 630 HOLDING TANK SIZE LOAD RATE 1.0 ABSORPTION AREA 456 # of chambers none BENCHMARK V.R. Top of sgrvey iron ASSUME ELEVATION 100° Filter BEST GF10-8 ❑ BOREHOLE O WELL *H.R.P. Same as Benchmark IL/ - v I 0,a j _ _ 121 st. ST. 'ar 3 d ✓t room W al 2.0 Acre Lot Grading is to be done to !a' divert run-off away from 314' Property Line system ~i>! Huffcutt Combo Tank 1000 CFO 102' 1 Li 101.4 Well is to meet all ~ WDNR setbacks 101 PL-aW 1 fJ&---D I'' 1 a- y ~ - /~Ja v i \ LoMC.~~7Z - ❑ ❑ 100' SST/-7-f. B.M.*B-1 B-2 5% Slope Area 15' below system is to remain undisturbed 209' Property Line 0 v Scale = 1/4" = 10' 260' Property Line T Dra;no9a L/ ~ Easem an t ~ E I 82,748 sq.ft. 1.900 acres I ,g' ~ 1 I I Q ~ S0579'15'E 7 / t r # ? } ,32.21' f / 33+ ( 09A~, ~G+ 82,779 sq,ft. j 5 lbs./lin. ft.) w 1.900 acres ' S ~ 6`j Lp v Z" r 597. Z.8.0.=998.7 ft. l w v j CCD t c U ) t~.~ o I •S94 of tTI N N \ i O 03 I. Drainage 100 Easement ( - J ~ z Iro ~ z ~ ylv w . ~ 1 ! 1 r S 88.31 C) i 97,977 sq. ~~A 1 M OD 2.249 acr C) 0 y 39., m ~ -cp ss z z 0) CI) a• I i 1pp Drainage • ~s- Easement r~ L.B.0.=999.7 ft. S244. `J 14 j 11260' 1 82,720 sq.ft, 1 f 1 N ( 1.899 acres i z t I ? M i Safety and Buildings Division County commerce-W1. / 201 W. Washi n Ave., P.O. Box 7162 / i scan s i n Madi n, 707-7162 Sanitary Permit Number (to be filled in by Co.) Depardrtent of commerce ` 1 _ t5_~! State Transaction Number Sanitary Permit APP cation o S~3 In accordance with s. Comm. 83.21(2), Wis. Adm. Code, submission this formy,~~t~e,appropriate mentdl unit is required prior to obtaining a sanitary permit. Note: Ap cation forms (64 qa a gwned POWTS ar Project Address (if different than mailing address) for secon / submitted to the Department of Commerce. Personal informs n,CyopNl►i mad W t u ses in accordance with the Privacy Law, s. 15.04 l (m), Stats. x"44 _ I. A lication Information -Please Print All Information 4 70 -Lop (V e ( reel # ' Property Owner's Name l l4 { / J ^ 4_`1 roperty hoeation Property Owner's Mailing Add s 3 _e, Gov"t. Loft City, State Zip Code Phone Number 1/14, %"f Section (circN; 3 II. Type of Building (check ail that appl Lot y) Subdivision Name 1 or 2 Family Dwelling - Number of Bedroo - 6 K 46 ( 1310 - CL ❑ Public/Commercial - Describe Use ❑ City of - - CSM Number ❑ Village of ❑ State Owned - DcacAbc Use Town of ^ at5 7 ot. - Ill. Type of Permit: (Check only one box on line A. Complete line B if applicable) A. ew System ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System (explain) B. ❑ Permit Renewal 11 Permit Revision List Previous Permit Number and Date Issued El Change of Plumber El Permit Transfer to New Before Expiration Owner IV. T e of POWTS System/ComponentlDevice: Check all that a 1 ❑ Non-Pressurized In-Ground ❑ Pressurized In-Ground ❑ At-Grade ound> 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil retreatment Device (explain)- - V. Holding Tank El Other Dispersal Component (explain)-- [I P V. Dis ersal/Treat nt Area Informatio Dis ersal Area Propo System Elevation l / Design Flow (gpd) Design Soil Applicat Rate( sf) Dispersal Area Req i (s p Capacity in 'total # of Manufacturer VI. Tank Info °o d Gallons Gallons Units ~ $ New Tanks Existing Tanks ~'7 ~j y w C7 a Septic or Holding Tank Dosing Chamber 6 3 U VII. Responsibility Statement- I, the undersigned, assu sponsibility for installation of the POWTSNIsh wwn o Numbethe Bplans usiness Phone Number 1111 Plu is Name (Print) Plumber' nature _ r- /10P '7 Plumber's Address ( tre t, City, State, Zip Code) VIII. Count /Department Use Only Permit Fee Date sued Issuing nt Signature Approved oved $ 1?//Z- - - wne Iven Reason Denial - IX. Condit' easons for Disapproval- 3 J~ nGw ~$~iPi I . '$eptic tank, effluent fitter and ,dispersal cell must all be servtces Pmaintained as per managetnent plan provided by plumber, ' ~ j 2. A#'se&tJCk- equ*ertleflts mtrr~t be,tnaiMaintld yr ~Fi. 41111111 !t ac o cow e e system and submil4b the County only on pa er not Less than a If2 x t t inches in n SBD-6398 (R. 01/07) Valid thru 01109 e a .6 S 4a anxra,Fn~ Safety and Buildings 141 NW BARSTOW ST FL 4TH o~ - WAUKESHA WI 53188-3789 Contact Through Relay www.dsps.wi.gov/sb/ IF www.wisconsin.gov ~~°ssroNP~s~ Scott Walker, Governor Dave Ross, Secretary June 04, 2012 CUST ID No. 226900 ATTN.- POWTS Inspector SHAUN R BIRD ZONING OFFICE BIRD PLUMBING INC ST CROIX COUNTY SPIA 1432 120TH ST 1101 CARMICHAEL RD NEW RICHMOND WI 54017 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 06/04/2014 Identification Numbers Transaction ID No. 2092523 SITE: Site ID No. 780070 Oevering Homes Please refer to both identification numbers, 121ST St Lot 8 above, in all correspondence with the Town of Richmond agency. St Croix County NWI/4, SWI/4, S34, T30N, R18W Lot: 8, Subdivision: Sunset Ridge FOR: Description: Mound, 3 bedroom Object Type: POWTS Component Manual Regulated Object ID No.: 1374937 Maintenance required; 450 GPD Flow rate; 30 in Soil minimum depth to limiting factor from original grade; System(s): Mound Component Manual - Version 2.0, SBD-10691-P (N.01/01), Pressure Distribution Component Manual - Version 2.0, SBD-10706-P (N.01/01); Effluent Filter The submittal described above has been reviewed for 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 enclosed approved plans and with any component manual(s) referenced above. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s. 145.06, stats. The following conditions shall be met during construction or installation and prior to occupancy or use: This system is to be constructed and located in accordance with the enclosed approved plans and with the "Mound Component Manual for Private Onsite Wastewater Systems VERSION 2.0" SBD-10691-P (N.01101) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems VERSION 2.0" SBD-10706-P (N.01/01). M ~f The building sewer and distribution network piping shall be of material iri ap84.30-3 and 384.30-5, Wis. Adm. Code. u% rs In the event this soil absorption system or any of its component parts malfi4`i~cti n o as to create a health hazard, the property owner must follow the contingency plan as described in the approv ans. In addition, the owner must comply with the operation, maintenance and monitoring duties as described in section VIII of the mound component manual. A copy of this information must be given to the owner upon completion of the project. All holding/treatment tanks are to comply with SPS 384.25(7)(a). SHAUN R BIRD Page 2 6/4/2012 Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required. Access to the filter for cleaning must be provided per SPS 384 product approval conditions. A Sanitary Permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. Owner Responsibilities: • SPS 383.52 Responsibilities. The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. SPS 383.54(1). • SPS 383.52(2) A POWTS that is not maintained in accordance with the approved management plan or as required under s. SPS 383.54(4) shall be considered a human health hazard. • SPS 383.55 The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. 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. The above left addressee shall provide a copy of this letter and the POWTS management plan to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sin ely> Fee Required $ 250.00 This Amount Will Be Invoiced. When You Receive That Invoice, Julia Lewis-Osborne Please Include a Copy With Your POW17S Reviewer 2 , Integrated Services Payment Submittal. (262) 397-6005, Fax: (608) 283-7481 WiSMART code: 7633 julia.lewi s@wisconsin. gov Note: Effective January 1, 2012, all codes under the jurisdiction of the Division of Safety& Buildings will be modified. Code references with prefixes starting with "Comm" will be replaced with "SPS" to recognize the relocation of the Division of Safety & Buildings from the former Dept. of Commerce to the Dept. of Safety & Professional Services. Additionally, all S&B codes will be renumbered and addressed in a "300" series. For future reference, the Wisconsin Commercial Building Code will be addressed by SPS Chapters 360-366. t Cover Page RECEIVED Shaun Bird MAY 2 3 2012 Bird Plumbing Inc. SAFETY & BUILDINGS 1008 192nd Ave New Richmond Wi 54017 715-246-4516 Date: 5/18/12 Owner:Oevering Homes Location:NW1/4 SW1/4 S34 T30 N,R18 W Lot 8 Sunset Ridge Richmond System type: Mound System Manuals Used: Mound Component Manual Version 2.0 (01/31) Pressure Distribution Manual Version 2.0 (01/31) Page# 1. Cover Page 2. Mound Plot Plan 3. Mound Cross Section 4. Pipe Cross Section/Pipe Layout 5. Pump Chamber Cross Section 6. Pump Curve 7-8. Maintance and Contigency plan 9-11. Soil test 12. Filter Specificatio a cross se tion Shaun Bird Signature License numbe 16900 .yes PLOT PLAN PROJECT Oeverina Homes LLC ADDRESS 1433 Cernohous Ave Suite A New Richmond Wi 54017 NW 1/4 SW 1/4S 34 /T 30 N/R 18 W TOWN Richmond COUNTY ST. CROIX SYSTEM ELEVATION 102.4' 3 BEDROOM CONVENTIONAL AT-GRADE CONVENTIONAL LIFT HOLDING TANK MOUND XXX SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE 630 HOLDING TANK SIZE LOAD RATE 1.0 ABSORPTION AREA 456 # of chambers none BENCHMARK V.R.P. Top of survey iron ASSUME ELEVATION 100' Filter BEST GF10-8 ❑ BOREHOLE O WELL 11 H.R.P. Same as Benchmark 121 st. ST. Pro 3 Bedroom House 2.0 Acre Lot Grading is to be done to 314' Property Line divert run-off away from system Huffcutt Combo Tank 1 102' B-3 Well is to meet all 101.4' FK WDNR setbacks 101' j 0 0 100' B.M.*B-1 B-2 Slope Area 15' below system is to remain undisturbed 209' Property Line ~~a,% Scale = 1/4" = 10' 260' Property Line Mound System Cross Section and Plan View Dimension Feet A r J t t B 7 t ti 1 D ...}•r'.•r.r.••.}.yr..r} r} .+•.}r t ~irY r•'}r. y.}i~r~ iilr^i'i.F risisi .r.r7•.r..Ng' } ii f} + M1 L}}}4 }r ;}7 N r.r }}r risi1 i I : r }i}}} } r r r } } r s}L L.r r i ~ifiF1 {ti} } .r f ( E 0% A i....i ::r"ii}{,LL. , r}r~ iSLsr +~,^S" it}~~{ ~5 i t t }}};.rYr} i.~1 'tF 5 i r~ff r}#; }rLr}. s rid. ~r r } } £ # i t n .r }r. } F y1 W t ~V 1 G r ) S I H I v I I 1 r. I J ~i. ~r I K t L ` --------------------------------rte W K B Z L Slone % - = Topsoil = ASTM C-33 ON = Clean aggregate = 4 in. sch. 40 pvc I Ca Material sand fill p %2 to 2 %2 in. dia. observation pipe Geotextile G H Fabric }y#;'} Ft D E Plowed Surface X Ft Contour Slope Direction GENERAL INSTALLATION: The mound area is staked out along the design contour. Existing vegetation is mowed and raked off the site. The mound basal area (L x W) is plowed with a moldboard or chisel plow. Plowing may not proceed if the soil is wet enough at the plow depth to form a ~/a inch soil wire when a sample is rolled between the palms of the hands. ASTM C-33 quality sand is placed immediately after plowing. Sand is placed with a tracked machine keeping 12 or more inches of sand under the tracks or is placed overhead by a backhoe. Special care must be used when placing sand of less than one foot thickness to minimize compaction of the plowed surface. After the topsoil cap is placed, the entire mound is seeded and mulched to promote vegetative growth, limit erosion and protect from freezing. The observation pipes are slotted in the lower 6 inches and secured in place with rebar or a closet flange. 10/07lgj Page of Pressure Lateral Layout Two Laterals - End Manifold C~ 4 'Threaded 1 Cleanout Lateral Turn-up Plug Manifold M X L Long Force Main Sweep 90 j Bend Distribution Network S ecifications Pressure System Construction Lateral Diameter 2. In. Manifold Diameter In. Laterals are constructed of Schedule 40 PVC Orifice Diameter 3 In. pipe. Orifices are drilled perpendicular to X Orifice S acin In. the pipe with a sharp drill bit and face down. L Lateral Length Ft. Lateral turn-ups terminate with a threaded M (Manifold Length) Ft. eeanout plug and are enclosed in a 6-8 inch Force Main Diameter In. diameter lawn sprinkler valve box accessible Force Main Len th Ft. from finished grade. I Grade 6-8 Inch Lawn Sprinkler Valve Box Page of 03/05 lgj Septic-Dose Tank. Cross Section And Pump Performance Specifications Tank Manufacturer Pump Manufacturer , Tank Model Number p Pump Model Number Total Tank Capacity Alarm Manufacturer PAC P~r-~e Max Bury Depth Alarm Model Number L-t/ Switch Type i_"", Dynamic er Total Head (TDH) Feet Filter Manufaetur Filter Model Number G lo - Elevation Head U Distal Pressure 3100 Network Loss Minimum Pump #'erformance Required Force Main Loss GPM= @ 115-1 Ft TDH Total Outlet Manhole Min. 4" Above Grade With Manhole Min. 4" Above Grade Locking Deuice. Inlet Manhole With Locking Device < 6" Below Grade Sealed Watertight Securely Mounted Weather-proof 1 Junction Box Finished Grade Vent Min. 12" Disconnect Above Grade Mew' With Vent Cap r,r r r,r,r,r r,r ~ rir,r r > r > > ' a'a': a': • , : + .'a Outlet Filter Inlet filet Baffle - - - - - - A ' t/4" Switch Settings and Reserve Capaci t3' Weep Tank Volume = s--- UPI Hole Dimension . Inches Volume Gal. (reserve) A' , Off El vation C (alarm) B 2 3 Ft Bottom (dose) C , S 7~ I Ft Elevation (dam) D ; D Total :4, Ar a a , a a , a a a e , < , , , „ e , e „ „ „ e , , , , , , , , a , a < s e < s ,'ii„ < , , , s , . GENERAL INSTALLATION: The septic/dose tank is bedded and back filled in accordance with the manufacturer's product approval specifications. Maximum depth of bury as specified by the manufacturer may not be exceeded without prior approval. Manhole covers exposed to grade have an effective locking device (padlock) installed. Piping at the inlet and outlet is of approved material, connected to the tank with watertight fittings, and laid on stable soil to prevent settling or sagging. The force main is sleeved with 4" Sch. 40 PVC to bridge the tank excavation and the sleeve is sealed watertight. Electrical service complies with NEC 300 and Comm 16.28. 02/05 U Page of AP LaserJet 3100; 1 Tlb J9L amet t. he r~'It "'I it ~.o it 9EH SERIES SUMP/EF'F'LUENT PUMP 11.65 i i a.ss O 0 spacifiaawns mm IM>r~ >i mm ca MR N/ "US MBMi =W lEIrIwM[EIINQi~N ~ UL IRti am FA at ftw 11!11116 n 1~ tv >K t+.l 1tt ow plslxA 98i.01W 506330 NASA 410 115 3114 13M 1000 70 64 55 41 32 13.6 24 01 4.11 x1161:p9t 9814.0 509340 LL4SA 410 230 39 6.5 1000 70 64 55 41 32 13.0 21? x 9.N x 11.6424!1 SH.0A-FF6 509350 WA 400 115 3N i" 1000 70 64 55 Al 32 13.0 29 77 9.11 x 11.64:!" UM VC 280 34 64 1000 70 64 55 41 39 130 2P 27 6.11 s 11M aL94 Canbruous OutyRMad-"Lilpe0i~trhsEdwat~rPum0saisrae6wn0nuo~eadWYasbnpasdxYarennwitliin9~t0~46~~• FLOW- LITERS/HOUR Constnllction o 1000 2000 3000 Motar 1 blaring EPOXY Coated Cast Iron Impeller Material Pol Carbonate 1o Impeller Type - Closed Vane , 30 Volute ABS W Power Cord WW-A 7.5 4 20 Mechanical Shaft Seal Nitrite with carbon and Ceramic faces a° a Fasteners Stainless Steel Shaft - Stainiem Steel Bearings Upper Sleeve and Lower Ball Beatings 0 20 4 60 so FLAW- GALLONS/CE CURVE Little Giant Pump Co. PUMP PERFORMANCE C 115V 6OHZ Pt) Sex 12a1i- UWASM Cft C HK 73137 ` PILm s 405.047.2511-Fan: 40S.22a.19901 F.-ad: caslomerAerYlma~llkWtlaat.ao www•LittleGtant.PamP-GOUT 43 Form M235 -07)03 1.0000 POWTS OWNsWS MANUAL & MANAGEMENT PLAN[ P,0` as ~ Imwl=ol>ce+lwnoN 81lSTfJ~ SPagWAT~~ r Sap~tfc Tasik C qNA Owner 8epdc Tank ~aw a P~armtt# &llcre FDb~n' Via' S7"' ❑ W-ma t PIftR11Y = - fI NA ~F7f `MadN ' - o Ha Of Until Putrip Tank C d[ 61e,6920 0 NA N~mrberaf NA flow Pomp Telttic m79e~r1 twar t x IA J~ amgdW' ~ Pump f ~ n NA' Sao Ap 1flow 9ANNIX PurnpModest DNA ttfllce~ t kmft R. Sru dl~algWW FRW 1 Not Fftr Fade. OR d~ [~lreWW (COWJ FOG) low rng/L p o Ocra-' ~0 Pmbreaded effiMd Q ~ca~a tNvttttetY ei ra9e ' tNs Stool ernes Ownwid (6 Q J 00 mp/L 0 In-UmUnd WA 13 J" vued Qx ss'nk*Q malL Q At-grade Tod[ VJW 8ollett ) sly d-U-000ml 0 ed Fecal Idaoddittutra EttblerrtParWet 81101e 3~ tr~tadiarnetsr' Vdare>nNOr~r~~sG~wsal~..rrr,~t ' %FskW farprareatrrr aa~r. ~+IIiW1'ElMl1Nt~ seevtae F sanrftta Ev"t inspect condWon of UwKs) At feast once awry Ct rrecarethe s) (Maxlnmum 3 yrs.) When cornblead sludge and m 4*11 s one~d (V of tank volume Pump out conlants of flank(s) At meast once every O m s} (Maximurn 3 yrs.) Ingped daperaal call(s) ~ At EOM 4rICe OVWY Cieari nA'mue3ret tU6er ,n9pa t pump. pump Wnffcfs & alsrm At Wiest On M SVWY m3 monetftt--AM Ka1 DNA At least once evaary Q tnoeaths lim(e) 0 NA Aush ftWou s and prrewraa WM At feast once awry Q rnixrelft 13 year(*) 0 NA ,.r At merit =We every CI HMWM © V=W(s) O NA MAWTENMCE mkt nVAICTICOie of the "*"W llasrteae or inspeomm Crum" anal gbpersat cats shall be msda by an heat WUM am- ylnQ png dim lY*sW plnrnbar; aft~ Pluvnbw Rmx&&ftd slower. PC1W M b PoMV"R'i$ ftelbow t 4*W Tank Iraapeeeea rat trfdude a vlsuad inspts/lton of tts, its) m r R'lae'Q ar t+enla~re swvkftOpwmW ~ rte' eraaiar oe'. rrtarnetrr+efhe erolunse of r~ombUaad siud~e and[ son and to ebeaok liar say trar~rc uA p Wa ar oVUW t on this gMund surface- TtW dspWWW awl(s) shW bs Vb&Mft !ea draelc #W srAluW* fowls in the oba wvadoe pips. No to dl K* for any pant of &%AMt an ft Brts<rrmd Offib e- Tda► pon&V at aML d an ttie atlrfpC+e m~ g glan *X~ *M rogtd eel the Insmsdlats nerl(lmoabn of tlss loam rdguW&xy eauihoft W the ~ of shAV& and scorn in sly tank equals orb (10 or cools of the tank vctume, the ~V et~tiro cwl0etl~e Of 1liti tmlNltc tie filth b'!F $ ! ~Q and of In siyritte oh- NR -i43, '1+11aioaMlt AtMMintetr IIiw~ I Coats. _ and any pn l~ The sarfti ' of tafRtrent Mn, rradWf"m' pinwited POVM Wl"Po . n sd by a ael~ea Prnvt~ ~~errrma~l ortlt~ ~Itlrlf~i►8is ot12 lnvfmifms or,itlwt~ haft be ~ . A 3elVk* npoet Md be prwit fo that loaf negulob xy su>iW* WWII 10 days of cwnP eerenti 'l-ART UP AND OPMATH?N ~ f ar new axiskmaw, pdar lea ate stew Pty dxI(*.bV4MW9 =k(S) for the P of pdft prodUM or rte' c1loadawthart may OW111061jamP s ngva r den O the WO(*). If I*h tuft Wnb " +~t~d fFle ttmfellerrls sf ifte tttei7l~:} tatr+owld by $ a aerrrJtdng opacrior prbr m tree. i - Page ,od_ rJ "I no[ occurrnrtreri sTgonditions are frozen at the infiitr'ative Surface- start UP Sy rrt owe outages finks OW1 1 above normal highwater levels. When p:yww is tesoxed the e=ess ra wi p PUMP Celt(s) in one large dose, ove~d'ng, the i(s) and may result in the wash!!+erater Will be dt~ to the dpi bacipp or surh os diadmge of To avoid this situation have the canton" of the pump to* tenxswdd bya mite Q prr"ri poWor Co the effluent pump or contact a Plumber or POWTS Maintainer to S"* Servicing maw assist in mantr* opera "corrtrcLs to restore normal ieveis within the pump fa~nL. ti~ do P'm'p vt es s tally andd PWS l tells. Do not drive or palk OM M ~ or. ~ ftub orcnpac t We ru ova b'~ ~ within 45 feet down saps of any mound or at-grade soil absdrpdon ar ea- ~ Reduction or-ertminaaw of the tFDNar kv from tare wastewater stream may impmve,ttle perldmom and Pig the He of tIm POWTS: ant1Wod s;-baby ;-cWarette butts; condoms; cotton swabs; degrt ls: (dental ttOw d'Lapw. d s"kftifs; ,Fos: fi uddsi&n driatrl (sump pip) linter, fil$ and vegetable peelings; g=W bKbiaides; meat scW!_,; ~ ng produ ' pesticides; sanitary napkins: tampons: wader softener brine. AM]IHNMF.NT When the taken out of service the foliawing steps shall to taken to Insure that the When IDIOMS falls and/or is petm8tler~y systern is properly and safely abandoned in compliance with ch_ Comm 83.33, Wisconsin Administimli a Code: • AN plpfng to tanks and pits shag be disconnected and the abandoned pipe openings sealed_ The ooabants of an tanks and pit shall be removed and property d-mposed of by a Septage-Setvkft Operator' Attlee pumping, alt tanks and Ptls Shall be excavated and removed or their covers remawedand the voice spate hilted with soli, gravel or another inert solid rnaterI COr 17PIGENCY PERM if the 1147NM Wis and cannot be repaired the'fOltowing measures have been, or must be taken. to provide a code compliant repbownent system: O A suitable replacement-ams has been evaluated and maybe utilized for the location of a repla moment sad and show not absorption system- The riepincaement area should be protected from disturbance and CampacUon be infringed upon by requited setbacks from existing and proposed structure, tot hies and wells. Failure to protect the replacement area will riesuit in the need for a new soil and site evaluation to establish a suitable replacement area Reptacernent systems must comply with the rules in effect at that time. advances in POWrS Q A suitable replacement area is not available doe to setback and/or soil iimitatians. SauTitl9 tedmology a holding tank, may be installed as a Last resort to replace the fated POWTS_ The site has not been evaluatod to identify a suitable replacement area. Upon f2fture of the PI a soii.and site evaluation mush be perfonved to locate a'suitable replacement area- if no repUux rent area is available a aotding tank may be installed as a last resort to replace the railed POW T'S_ of the biomat at -X'wSound and at-gmde soft absoWdon systems may be reconsuucted in place following retrrovaf 17e Infiltrative surface, Recconstruuc tiI of such systems must comply with the rules in effect at thattime. <NVARh1NG>> SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL CIASSES ANWOR INSUFFICIENT OXYGEN, Do Nair ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESUCT. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE. ADOi 014AL COMMENTS POWTS 114STALLER POWTS MAiNTAIMER Name c~ Name Phone Phone LF_ SEPTNGE SERVICING OPERATOR UMP LOCAL REGULATORY AUTHORITY ntame Agency C ! n\ Phone - Phone rtas documeu¢ was dr4% by gbei Stoft of ft GM011 LaW. Marquette and Waushara County Zoning and Sanitation speMOles This dommed insets the mkdm-- rbgW&eM@nts orrxi, C MM a3_2ZPXb?(7j( &(0 and 83.Ss(1). (2) & (3), Wiswnsia AW.*9stratiro Corte, uss of this doewnent dam not guarantee tb!.- performance of the PO WTS. C t2~1t) ML 3 Filters - Progessive Protection for the Dr. airfield Starts with the case... The function of an effluent filter is to protect the drainfield, by preventing solids from leaving the pre-treatment tank. Our, progressive lines of defense start with the specially designed case, because it's a key component of our system of true filtration, and not just housing a set of interior screens. The ability to build a better effluent filter comes from the j. q knowledge that a function of the case should be to first limit the l volume of solids that even come in contact with the filter. (Figure 1) The ML3 filter case has a set of built-in baffles designed to divert solids and gases before they even enter into the case. I Solids and gases that rise up out of the sludge at the bottom of the s , ~x tank and do find their way into the case are then directed back into i the tank via specially designed vents in the case's side. If solids do make it past these first two lines of defense, they will meet another: an open area, or quiet zone, (Figure 2) within the case. This is radically different from other brands of filters currently being offered-all of them have restricted flow channels but the ML3 Figure l includes in its design an area that actually works to slow down the movement of effluent, effectively promoting the settling of solids. To understand this principle, consider what naturally happens in a creek, stream or river: when flow is restricted, such as when the channel narrows, the velocity of water increases to the point where even large boulders can be picked up by the force of the flow r and carried downstream. Conversely, when the channel widens, increasing the flow area, the velocity of the water slows down and sediment drops out and settles back to the bottom. ML3 designs take advantage of this natural principle that settling will occur when velocity is slowed. rigure 2 The importance of the case to our system of true filtration has been shown. The ML3 design continues inside the case with the first true gravity filter designed for effluent applications. Solids are exposed to the entire surface of an effluent filter at the back of the settling zone, (Figure 3) not to small flow channels that can become easily blocked by a single square of toilet paper or other solids commonly found in septic tanks. FaciafArpa =123.94+irt' In the ML3 filter, solids are exposed to all 123.94 square inches of filter cartridge interface, with 96.37 square inches below the outlet invert. With this much area of exposure, flow into the filter is passive and thus moves slowly into the filter. Again, slowing the passage of effluent allows solids to continue the settling process, again reducing the number of solids even entering the filter itself, which extends the life of the filter beyond other brands. Figure 3 "Oe Ends with progressive filtration.... There's a big difference between the function of screens and the functions of a filter. The ML3 filters are the first true effluent filters in the onsite market, designed with a series of baffle walls that create three separate sets of weirs, both over and under, the baffle walls. Other brands offer a screen with one-size apertures, usually 1/8-inch- or 1/16-inch. These single apertures are presented with all sizes of solids in the effluent-large, small and in-between. This shortens the service life of the product, by overwhelming the screen with all these different sizes of particles. ~E Bear Onsite's ML3 filters are designed to include three progressive stages of filtration. In the ML3-916 model (Figure 4), the first baffle wall blocks particles greater than 3/16-inch, allowing only particles smaller than this size to pass through to the second baffle wall. The second baffle wall blocks particles greater than 1/8-inch, allowing only particles smaller than that size to pass through to the third baffle wall. This third and final baffle wall blocks any remaining particles that are greater than 1/16-inch. It's like getting three filters for the price of one, and because fewer and fewer particles pass through from the first baffle wall to the second, and then to the third, the life of the filter Figttre. 4 is extended way beyond any other product in the marketplace. L3 filtration better for the installer and homeowner... The average homeowner doesn't want to take the time to understand how onsite septic systems are designed to work. Yet, they have an expectation that it WILL work, with a minimal amount of maintenance, service and expense. With this in mind, Bear Onsite's ML3 filter includes an alarm feature unlike any other in the marketplace. The housing for a Vertical Reed Switch is molded internally within the filter, protected from unfiltered effluent that could trigger false alarms. Therefore, when the alarm is triggered within a Bear Onsite ML3 filter, the homeowner can be assured there is truly a need for a service call. Filter Sizing; Chart Single Family Case & Lid Color Code Application in Other than single family applications in Primary Secondary Tertiary Cartridge GPD GPD <300 300 - 600 601 + Filtration Size Filtration Size Filtration Size CBODS C BODS CBOD1 ML3 910 3350 3000 2500 2000 7/32"d in 5/32"" in 3/32"" in ML3-916 2750 2750 2000 1500 3/161" in 1/811 in 1/16th in ML3 925 2750 2750 2000 1500 -1/611 in -1/101 in -1/25th in ML3-932 2750 2750 1875 1500 1/20th in 1/26 1h in 1/32 nd in ML3-948 n/a 3000- 2000- 1500 * -1/2511 in ^'1/36n, in ^'1/481h in ML3-964 n/a 2750- 1875 * 1500 * ^'1/291h in -1/45[1 in 1/64 1h in ' Audio Visual Alarm is recommended due to the extreme level of filtration and the subsequent short service interval for these commercial/industrial filters. See the system in action by isithig m-A-.Be.-tr0tisite.corn Warranty information available online at www.bearonsite.com/filters.htm Products shown protected by Patent No. 7,682,512. Other patents pending. u.. r~ ~w.l rx i>fe. ?7~~41L IL,TE S {653-45IS3) .'eQ'nZ.'t':!''3}Al+vtw:>j> :i,,.s(.; SI .Lt'F-fY%. 20()% d A ST. CROIX cotiNT'.Y SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHW CERTIFICATION FORM OwnerlBuyer Q Mailing Address _ ~=L Property Address _z 3N ('tlerificafion required from Planning & Zoning ll arhrtent for new cons-,.__.-~ tructYOn.} - City/State - Parcel Identification Number 01 -Property Location f-J Sec. T 3qN x._1_w, 'T'own of /Zj_ Certxfied Survey Map # r Page # Warraiuty I)eed # Volurne _ , Page # - - Spec house Lot lines ideat~abl yes no SYSTEII~ M TEN CE O'Vf'NER CERTIFYCA IQ.tV Improper use and maintenance of your septic system could result in its premature failure to , t every three ank handle consists of pumping out the the system can aff res ect the function of the septic tank as a treatment star I sooner, if needed by a licensed pumper. cwastes. Proper What you put uutu potulbll'ties are specified in §COmltl, 83.52 1 g in the waste disposal system. Ownex and in chapter 12 - St. croix County Sanitary maintenance owner and by a master plumber ourne The Property owner agrees to submit to St. C.:roix County planning & Zoning Department, certification form., signed by the j ynlann plumber wastewater disposal system is in proper , restricted plumber or a licensed pumper verifying that (1) the on site less than 1/3 full of sludge. operating condition and/or (2) after inspection and pumping (if accessary), the septic tank is I/we, the undersigned have read the above re U tandards set forth, herein, as set b the gairements and agree to maintain the private sewage disposal syseen! with the Certification stating that your s tics stem artment of Commerce and the D y has been maintained must be compartment of Natural Resources, State of Wisconsin, Zoning DePMtMnt within 30 d y y xpiratia s otthe three year. a feted and returned to the St. Croix county Planning 8r '/we certify tfmt all statements on this form am property described above, by virtue of, a warranty deed hole to the best of my/our knowledge. I/we acn/are the owner(s) of the recorded in Regiiriter of Deeds Office, lVumbfr (if bedroams___3 ~ o'SIGN~ OF APP I ~ CANT(S) DAT ***Ariy itlfbranatinn that is misrepresented may F, y xesult in the sanitary permit being revoked by the Planning & Zoning Department. Include with this application a recorded warranty deed front the Register of Deeds reference is made in the warranty deed, Office and a COPY of the certified survey map if (REV. 08/05) ! 111111 IIIII 11111 11111 IIIII 11111 lltt 111111 IIII IIII 9 0 0 5 7 3 1 900573 STATE BAR OF WISCONSIN FORM 2- 2000 BETH PABST REGISTER OF DEEDS Document Number WARRANTY DEED ST. CROIX CO., WI RECEIVED FOR RECORD THIS DEED, made between Sunset Ridge, LLC, a Wisconsin 07/22/2009 08:00AH limited liability company, Grantor, and Kenneth Oevering and Amparo WARRANTY DEED K. Oevering, husband and wife, Grantee. EXEMPT I► Grantor, for a valuable consideration, conveys to Grantee the following REC FEE: 11.00 described real estate in St. Croix County, State of Wisconsin: TRANS FEE: 413.40 PAGES: 1 Lots 6 814, 20 and 21, Sunset Ride in the Town of Richmond, St. Croix County, Wisconsin. Recording Area f Name and Return Address: Oranzo Oevering~ PO Box 179 New Richmod, WI 54016 7 026-1286-06-000;026-1286-08-000 026-1286-14-000;026-1286-20-000 026-1286-21-000 Parcel Identification Number (PIN) This is not homestead property. ~day of 2009. Dated this k Sunset Ridge, LLC, a Wisconsin limited liability company * * B : * * By: AUTHENTICATION ACKNOWLEDGMENT Signature(s) STATE OF WISCONSIN ) COUNTY OF ST. CROIX ) ss. authenticated this Personally came before me this 1-1 day of a_ the above named Sunset * Ridge, LLC, a Wisconsin limited liability company to me known to be the person(s) who executed the foregoing TITLE: MEMBER STATE BAR OF WISCONSIN instrument and acknowledged the same. (If not, authorized by § 706.06, Wis. Stats.) THIS INSTRUMENT WAS DRAFTED BY Robert L. Loberg Notary Public; Ststte r cousin My cornmiss' n i Loberg Law Office sw/ SFA7235 g f not, state expiration date: ) (Signatures may be authenticated or acknowledged. Both are not necessary.) .7,7 *Names of persons signing in any capacity must be typed or printed below their signature - ~ ; "y~ WARRANTY DEED STATE BAR OF WISCONSIN ~~JCQ ~i 5 FORM No.2-2000 1 of 1 "l I 1- Drainage yck G. o `f~' 7 V I I Eosem an t I 82 ,748 sq.ft. 1.904 acres ~C~ ,l so,5*29'fs"E ! I } 32.21' 7 / 33• j 09A -'f ~G+ 82,779 s ,ft. 5 Ibs,/im. ft.) ( I w 1,900 acres to u) ! Ss>>S L.8.0.=998.7 ft. l C', w g ! '9• # !m zr. h o o~ m Ch IS. ° I - Drainage s?~8!• 1Q0 1 Easement I C.B. O X998.7 z !0 Z I +vjV 1~ r i i t o I ! 8 . s e8'31 97.977 sq.ft. p OD o I 2.249 acres 0) En y -P ( ( 6s~~3 » ~;vo 66' a: y !Z ) 9 f n' 4 in a !0/ I m I o V/ I w ' r n fi i to I Drolnage g f 9} J 100. Easement ~mv L.B.0.=998.7 ft. 4524• t .J ~q j ~-N89 20'58"E - 1 U) t12.fi0' 82,720 sq,ft, E j q 1,899 acres ? I ~ ~ f J'T7 1 iAvw A ~r^ •~rwwwwwwww>Aw~~~w+~ ww~w - 114 w M r M Rog N ~ w tl w M 1-_ * V ~ ~ ~ ~ ~ ~ W • Ai r ~ i © r ! ~ i i K t r 'v ~ ~ Q 3 of WisaywriDepartment of Commerce ~S~I . EVALUATION REPORT Page Division of Safety and Buildings in accordance > fY~~ C ty Attach complete site plan on paper not less than 8 112 x 11 inch t iro size. Plan must include, but not limited to: vertical and horizontal reference point 'W" d~ n and Pa I.D. Q 7 G~^ /1 f2~ percent slope, scale or dimensions, north arrow, and location an ji _terne2r4)t r@#0 L o LJ O w Please print all information. ST. CROIX COUNTY R ~e y Date Personal information you provide may be used for secondary purposes ( r yr :yNI4 Property Owner _ Prope o e, . Govt. Lot" 11 SUA/4 S T3 N R E Z(oW Property Owner's Mailing Address Lot Block # Name or CSM# , CAY State Zip Code Phone Number City 0 Village own N est Road 0 ax-A New Construction Use: esidential / Number of bedrooms Code derived design flow rate GPD ❑ Replacement Public or commercial -Describe: Parent materials Flood Plain elevation if applicable _ - - ft• General comments / 'z r and recommendations: / 71-1 Bo Boring # ring IT . Depth to limiting factor ~ in. ` it Ground surface elev. Sal Application Rate Horizon Depth Dominant Color Redox Description _ Exture Structure Consistence Boundary Roots GPD/ff° _ Gr. Sz. Sh. `Eff#1 •Eff#2 in. Munsell Qu. Sz. Cont. Color _ 2 17--30 3 0-7 t Y-n Boring # Boring 1,01 Depth to limiting factor - in. Apit Ground surface elev. ~ Soil Application Rate - Horizon Depth Dominant Color Redox Description _ Texture Structure Consistence Boundary Roots GPD/fF Gr. Sz. Sh. -Eff#1 •Eff#2 in. Munsell Qu. Sz. Cont. Color l r,rt w l G a t S:, 5 - r I = mg/t. and TSS 30 mg/L • Effluent #1 = BOD > "s0 < 220 rrxlll. and TSS >30 < 5 Effluent ##2 BOD < 30 m CST Name (Please Print) nature CST ST Number Numb Bird Plumbing, Inc. Shaun Bird _ 226900 Number Date Evaluation Conducted Telep Address 715-246-4516 1008 192nd Ave, New Richmond, WI 5 17 `j Property Owner _ Parcel ID # Page of ❑ Boring ~ Boring # pit Ground surface elev. D t ft. Depht; i< :imiting factor - in. Soil Application Rate Horizon Depth Dominant Color Redox Descripti on Texture + (:tur- Consistence Boundary Roots GPOIfF •Eff#1 *in. Munsell Qu. Sz. Cont. Color >z. >h. Eff#2 D w S r^ 3/ S a 016 Z'- 052 Z g-/ S/ c l Er- Q L12 -LIr- 30 ` ~L r y CADS rYA, t~s -Yr_►' fi a c, 7 1 ❑ Boring # ❑ Boring Pit Ground surface elev. ft. Dept i :a limiting factor in. Soil Application Rate ❑ Horizon Depth Dominant Color Redox Description Texture !Arrrture Consistence Boundary Roots GPD1fP in. Munsell Qu. Sz. Cont. Color s 3z. Sh. •Eff#1 'Eff#2 ❑ Boring ❑ Boring # Ground surface elev. ft. Dep' o li Baiting factor in. ❑ Pit Soil Application Rate Horizon Depth Dominant Color Redox Description. Texture Ar uajre Consistence Boundary Roots •Eff#I t'042 in. Munsell Qu. Sz. Cont. Color k:>r. Sz. Sh. • Effluent #1 = BOD$ > 30 < 220 mg/L and TSS >30 < 150 mg/L " Effluent #2 = BODS < 30 mgA_ and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider. aid employer. If you need assistance to access services or need material in an alternate format, please contact the der ar-ment at 608-266-3151 or TTY 608-264-8777. SBD•8330 XWOO) Soil Test Plot Plan Project Name Sunset Ridge LLC Shau ird Address 838 Summer Pines Circle Hudson Wi 54016 C M #226900 Lot 8 Subdivision Sunset Ridge Date 4/15/05 W 1/2 S W 1/4S 34 T 30 N/R18 W Township Richmond Boring 0 Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of Survey Nail/Iron System Elevation 102.4' *HRpSameasBenchmark Scale is 1" = 40' unless otherwise noted 0 J 314' Property Line 102' 40' [jB-3 40' B.M. B-2 -il-0- ,S 25' B-1 RQ' 100' 5% Slope 209' operty Line 260' Property Line y Y ^ UNPLATTED LANDS r? N 89'50'54' E 1018.75' I D I I IL----~ N m e_ &x _ I TI I I \ _ 5. T. H. ~65~ ~ ~'u S L ese `a3$3 2 33! I ° I \y--_--_~\\ ~gn \°5>~9•f \ o° andn95e=~ Iv 1~ Y s \ ° sre aer, •P Q5 s . I .~z' ~ ;r J e w,~ F p 1~ uti g H-2 an ' _ R o I ~ s HII~. D>; a>\~3',. a,°° i F i I es_ ° m m 5' 3- 3 u o 8 m Ic I 'z I ~ 1AI~ i g4 n, o_ °o 3 a $ 3 w In t o ~ ~Iv m 0o R: ~ , m o w°° ~r ¢ io I^ L I " y1 I ~ , "I "u t° u rota °mF F Ia I ~ ~yt o 1 V) ~ s I ~ I serer ^ so ,o I /:ya 3 £ n v 1 1 i I Rg J ~°m 1 I I $ I I P I I I I /y ~ I g I I 3.scptl8" , o f pD '_1` $Y';;~ ~ I ~ II v° I © a ~ s0 lip I I I a~ / i oy _ ~'a o+ j 3 ~1cLL I\ i I - N o 0 N N aea I I t _ _ Io O 4 I n I _ a4 1 UOOm F° I I ~ i I ~ / J In Cl) I I I , _ gN N I I I a~ J A S j N I I I ara / {o to I to I I \ / I I Iv I I g "o N89'59'59"W 694.55' I° I " I I ~ i I I ~ m I I Ix a I I c.~a I I m l° I' o£ I I I IL `C An - -12 - - - - N87'49'24"W 324.40' - 6°0~ to I I^ 13 IIn I~ any R 121ST AVENUE I (5875758-E J24.39) 'I I~ In I; lO 1 I IN T 15 Im ; I f~l N ° rn ~ q ---rl I I v Ie I N I OzD I o C7 I i~ SI € e" Ib In to I I ° X fTi Iro I In jo ml°j 1' h I`^ Iti I I °n ,P < 1v I-' I 13 I-. I '0 e">4° I ,m~ i I I T Z a rn ~e` I I I m~ °J -°_E i I I