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HomeMy WebLinkAbout018-2013-16-000 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: (ATTACH TO PERMIT) 574341 0 GENERAL INFORMATION 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: Oevering Homes LLC, aka Oevering Pro ertie Hammond, Town of 018-2013-16-000 CST BM EI v Insp.BM Elev: BM Descri tip o� / Section/Town/Range/Map No: �0 0 • v /o� ' o r�•Z r �'T" -2a h CC ' 08.29.17.1117 TANK INFORMATION 'ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION — 7.D HI D FS ELEV. l U Septic /U00 Ben �' CorV 5 � r Dosing �0 / 71 Alt. BM Aeration l Bldg.Sewer /.O Holding St/Ht Inlet St/Ht Outlet TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Inta a ROAD Dt Inlet Septic o � � Dt Bottom / (J v►ti S, Dosing Header/Man. 3.� Aeratio Dist. Pipe 3 �� 5� Holding Bot. yst a,: 5 Final Grade PUMP/SIPHON INFORMATION Manufacturer icy Demand St Cover • 5—r A .• GPM 7�1 Model Number P ?j TDH Lift Friction Loss System Yead TDH C� „Ft Force iq 1- )en°t ia. , ry Dist.to Well o / [J s - (ZVI i F SOIL ABSORPTION SYSTEM BEDITRENCH Width r Length No.Of Trenches PIT DIMENSIONS No.Of Pits Inside Dia. Liquid Depth DIMENSIONS �)��' SETBACK SYSTEM TO XDG WE LAKE/STREAM A-- AMJBER CIG Manufacturer: INFORMATION Type f yste I / 4 M_ ,__ OR * 5 - DISTRIBUTION SYt&EM Fiader 0010 i Distribution x Hole Size x Hole S acing IV t Air Intak Pipe(s) 4 <N� t Length Dia Length t3��_ Dia Spacing SOIL COVER x Pressure Systems Only xx Mound O At-Grade>141stems Only ' ' Depth Over Depth Over xx Depth of xx Seeded/Sodde xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil : c Yes No Yes ;.] No COMMENTS: (Include code discrepencies,persons present,etc.) Inspecti 1: / ' /I T Q Inspection#2:�/ z'/ Location: Parcel No: 08.29.17.1117 1696 100th Av Hammond,W 54015(SE 1/4 SE 1/4 8 T29N R17W) Cornet Stone Ridg L� 1.)Alt BM Description= ' �v MM��/� ' fQQ.1� �K -,-"dS hrPV- 2.)Bldg sewer length= �`T.��� ���,(, h,Q�'/� �a yl• /"10� ,y�� -amount of cover= ya af>JQ �Zj i -- IL- ------ -_ - - - - - ---- Plan revision Required? Yes L VNo Use other side for additional information. � �M SBD-6710(R.3/97) Date Insepctor s Signat a Cert.No. PLOT PLAN PROJECT Oeverina Homes ADDRESS 1433 Cernohous Ave Suite A New Richmond Wi 54017 SE- 1/4 SE 1/4S 8 /T 29 N/R 17 W TOWN Hammond COUNTY ST.CROIX 7/21/14 BEDROOM 3 MPRS Shaun Bird 226900 DATE CONVENTIONAL XXX IN-GROUND PRESSURE CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE 630 HOLDING TANK SIZE LOAD RATE .5 ABSORPTION AREA 900 # of chambers none BENCHMARK V.R.P. Top of fence post ASSUME ELEVATION 100' Filter BEAR Filter ❑ BOREHOLE O WELL *H.R.P. Same as Benchmark All piping shall be SDR 30/34,within 10' SYSTEM ELEVATION 93.4' of tank.piping shall be Schedule 40. 170th St. ` M. B-2 Scale = 1 /4" =10' well is to meet all WDNR setbacks 2 Acre Lot 10% Slope 100th Ave c� Grading is to be done to divert run-off away ❑ from system B-3 B- 1 9 4' ' 9 2')�t Pro 3 /� Bedroom Huffcu t House � 44 Comb Tank Area 15' below system to remain undisturbed an i to be properly bed de and provided with loc ers with approved I �0,�_ warning labels . 439' Property Line PUMP PERFORMANCE CURVE PUMP PERFORMANCE ri IRVE EFFLUENT MODELS 31r,Irr&3W SOLID PASSING CAPACITY • ►O■E■■■©®o ®©wn"o"o�.©� ■\■■■■��■®000�ovo®�®o■ov�v�v®vo ■■■■■■�o�eeeee°■�vo©o�000�vv©� ©�■a°o°a°eels°oo�■ -� mmv"oSIM GIVEN■■ o®ease°°°�°io°eeom°e°aster■ ■E■E■■■�®°eet°e°ae°see°e°a°°°° otter . EGG■■■■ „ tt�°°eo°t°e°°°°ee°o°et°t°° ■G,, m® NEE WINIEVIVINE \\\\ENNIN ■■■■■■■ 0\■\11\\E■ME■OMEN ■\■11\�M\■O■MOM■ ottmm�a000aoao.000 0mmmom°aom0mmo■v0 n`N\\II\1\\\■HMO■■ o©ommm°°oo�o�oo� ��N�11■I■���■■M■■ p°�mmm�se0o0m®®©m \ \ 0o�■v�■vaaoo0o■t®0om ■■■W oo©tsov°aoo0v00v0 ■I■MMN■■■■■ 0o.o0otvovoo�o�ov0 �■M■■ 'I�\■ 1111►MM\\\ME■M e■°.ev000000mov �®, aeaa0oaao0omi®0v0 ®\\\II\&I MOEIV■■■ °ee°a°e°e°a°aao®°a°a°sao� \Nfi\11\�I\\G ■■\■EE aaaa°aaaaaa°as0o .. s%'ZINI1d6\\HOMO\\■■ M■►-1■I MISS Pow, M■■\■ 0■\1\1.0 11►\►R\■■■■\ ' ■■i�� �■■■MM■■■■ _ . expiosion proof pump,see FM0219. SEWAGE AND gum ®0 OEM oo����omm DEWATERING O®000© 0000©0000©�u700S000DO 0000000000000000©ODOSS©000 ®0D©00000000©00000000©©000 ■■■■■■■omssssov000vov©ovoo©oovomo omsassssassso0oovo©oov°0°° omsassssssssasssovovv����° ,u■■mom v©assassssasssasssoo ® ■ .. m��JS^rn-��� DOD v®sasassasssssasss©000 vvsassasssssasasssssaso ■'�N■■ �__®®sss°s°s°asses°assess® ■���■■►�■■■■■■■■■ No NEW No MOEN , ���■■n�■►■■■■■■■ A. ■■■■■■■ . . Q M 99 \O■\\V■■■NONE mom Model 293/4293 should not be cona", Safety and Buildings Division ( / �3 201 W.WasW n Ave.,P.O Box 7162 Saitray Pa aitNumber(t)be Sod in by Co.) M%or 71 Stame Transs�cdon Nnmber a ermit Application � In arxardanrx wiffi is.Aden.cow, n of ibis form to the apploptiate unit is required prior to a saujimy pa Note:Applies forms for state-owned POWTS are submitted to Project Address Cf n. flan malieg address) the and professional SavieL personal information you provide may be used for secondary voloom in with the law s.15.04(lYm'L Stats. L infpcmayloa-Plwe Print All Information _ y�W Property Owner's Name 1�ocbdoa / �,,,,le Property owoer'S Mailing Address Property _3(. ='4, Section ` 0 city., Code Phone Number stow 4 h II. of BaildioiS(cheek all that apply -- Subdivision Ntsste err 2 Fanny Dwelling-Number of elk <. ❑PubHeC4mmaciai-Describe Use k-o'J Se. 10 1 a city of CSM Nmmba ❑vbDage of 0 State owned-Describe Use / wn of 3L dporift (Cheek only one box on fine A. complete line B if applicable) A sys. ❑Replaom®t system ❑TreaooentlHoldmg Task Replacement Only ❑otber Modi&bun w aisting stem(explain) B. 0 permit Renewal 0 Permit Revision 0 Chance of lumber 0 permit Transfer to New Iasi previous Permit Number and Dote bsued Before Bxpirerion owner 1 / IV. ofPOW'I'S gout nent/Device: Ch thata 1 ❑Nan-Primed In4round 0 pressurized .Grade ❑Mound>24 m.of soabk sal 0 Mound<24 in.of suitable soil ❑Holding Tank ❑Oiher Disposer►Component(explain 0 Pretreatment Device(explain) tVL Drs 1llfrea Area Information: Area Proposed( system Elevadon ign Flow(gpd) Design Sot1 Dispersal Area Required(st) Dispersal ! C Tank Info cwaarY in Total f of M=Ufmcuaer Craibns Gallons units �ig x New Tanks �ti 1� t �I RG GS oho vsi w C7 P, ✓ Septic or Rahlog Tack Dosing 0mber VI EL Responssbil Statemen ersilae t-1,the medd,asama for ies�adoet of the POWTS shown on the attached plans. Pfimber's Naoe(�) pis MPMIPRS Number Business phone Number Plumber's Address(Steel. .Mile, VU Co et Use only_ 0 Sigmhme rA(proved ❑=7en Reasea fcr Decrial F v / g o ns for Disapproval f-7, a�.' n e, awwe 1.= 'Septic tank;effluent fitterand 3� r dispersal cell must all be services/mairitained r- (,( �} �� e„�,r.n.`a- r,,Pz . es;per management plan provided by plumber. a PK APP code/ordinances. o .�;ar►a r A Aaaei,to csupiebe plan IeV 60 sralm acrd aebmiR m the Comb'0* Per�W less a..a 11 isK3n is rue A w` i SBD-6398(IL 11/11) �� �o �a�-' d�' S •'i" V `'''R DIVISION OF INDUSTRY SERVICES � 141 NW BARSTOW ST FL 4TH WAUKESHA Wl 53188-3789 ` K Contact Through Relay www.dsps.wi.gov/sb/ ow www.wisconsin.gov 0 SSto's S Scott Walker,Governor Dave Ross,Secretary August 12,2014 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:08112/2016 Identi<ficatton Numbers Transaction ID No. 2442687 SITE: Site ID No. 804696 Oevering Homes Please refer to both idontifitiun nuPtbers, 1696 100TH Ave above,in all correspondence'with the Town of Hammond !agency- St Croix County SEl/4, SE1/4, S8,T29N,R17W FOR: Description: At-Grade, 3 bedroom Object Type:POWTS Component Manual Regulated Object ID No.: 1496705 Maintenance required; 450 GPD Flow rate; 42 in Soil minimum depth to limiting factor from original grade; System(s): At-grade Component Manual, Version 2.0, SBD-10854-P(N.03/07,R. 1/12),Pressure Distribution Component Manual-Ver.2.0,SBD-10706-P(N.01101,R. 10112); 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 approve ns and with the At-grade Component Manual,Version 2.0, SBD-10854(N.03/07,R. 1/12), and the Pressure Dis OOplpppent Manual- Version 2.0, SBD-10706-P(N.01/01,R. 10/12) ��P APpR0�++�HHC*,/ P-' TofS D , In the event this soil absorption system or any of its component parts tf Sitr` ,9ft Vi0���6� Lazard, the property owner must follow the contingency plan as described in the ap p�afll 1 r owner must comply with the operation,maintenance and monitoring duties as described in sectl�dll4Y!W4F at-grade component manual. A copy of this information must be given to the owner u n co pletion of t4%project. Maintenance information must be given to the owner of the tank explai cleng of the filter is required. Access to the filter for cleaning must be provided per SPS 384 prod LFt p i ditions. 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. SHAUN R BIRD Page 2 8/12/2014 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 construc iian/installatiom'uperatiorl. 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. 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. Sincerely, Fee Required$ 250.00 This Amount Will Be Invoiced. When You Receive That Invoice, Julia Lewis-Osborne Please Include a Copy With Your POWTS Reviewer 2, Integrated Services Payment Submittal. (262)397-6005, Fax: (608)283-7481 Wi12 763 julia.lewis@wisconsin.gov Note: Effective January ?, 2012, all codes under thojurisdiction of the Division of Industry Services (formerly Safety&Buildings)will be modified. Code references with prefixes starting with"Comm"have been replaced with"SPS"to recognize the relocation of the Division of Industry Services from the former Department of Commerce to the Department of Safety&Professional Services. Additionally,all IS(formerly S&B)codes have been renumbered and addressed in a "300" series. For future reference,the Wisconsin Commercial Building Code will be addressed by SPS Chapters 360-366. RECEIVED Cover Page It 252 n 14 e INDUST RY SERVICES R VlC ES Shaun Bird Bird Plumbing Inc. 1432 120th St. New Richmond Wi 54017 715-246-4516 Date: 7/21/14 Owner:Oevering Homes Location:SE1/4 SE1/4 S8 T29 N,R17W 1696 100th Ave Hammond Manuals Used: At-Grade Component Manual version 2.0 SBD 10854 (N. 03/07) Pressure Distribution Manual version 2.0 SBD 10706-P(N. 01/01) Page# 1. Cover Page 2. At-Grade Plot Plan 3. At-Grade Cross Section 4. Pipe Cross Section/Pipe Layout 5. Pump Chamber Cross Section 6. Pump Curve 7-8. Maintance and Conti cy plan 9-11. Soil test 12. Filter Specifications Shaun Bird ND VjCES Signature S zRvice License numb 26900 PLOT PLAN PROJECT Oeverina Homes ADDRESS 1433 Cernohous Ave Suite A New Richmond Wi 54017 SE- 1/4 SE 1/4s 8 /T 29 N/R 17 W TOWN Hammond COUNTY ST.CROIX 7/21/14 BEDROOM 3 MPRS Shaun Bird 226900 DATE CONVENTIONAL XXX IN-GROUND PRESSURE CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE 630 HOLDING TANK SIZE LOAD RATE .5 ABSORPTION AREA 900 # of chambers none BENCHMARK V.R.P. Top of fence post ASSUME ELEVATION 100, Filter BEAR Filter ❑ BOREHOLE O WELL *H.R.P. Same as Benchmark All piping shall be SDR 30/34,within 10' of tank,piping shall be Schedule 40. SYSTEM ELEVATION 93.4' 170th St. B.M.* B-2 Scale = 1 /4" =10' well is to meet all WDNR setbacks 2 Acre Lot 10% Slope 100th Ave Grading is to be done to divert run-off away from system B-3 B- 1 94' 93.4' 93' 92' Pro 3 Huffcutt Bedroom Combo Tank House Area 15' below system is to remain undisturbed Tank is to be properly bedded and provided with lockdown covers with approved warning labels 439' Property Line �4 W' LK rft 4 v. L i k+�-�q L RtL{'Y6 4f 41►fiWf4Kl {Rf'L Ff W+ a%♦ -Y. X'^Jro S. ✓ li .X i.r s %A°J i:J%dr%.,yiYkJ• % 1 4✓ <1� 44 J4NX' /aY } trWV l4Y .Y � Wl"L 4 f; ; L F ;tlf; W b44 {4 ? f/.Y•. +4 + US.y pip A'a 4, 1✓ K K 4t ! d Ts p%J fp+X J"f Va X p � - J p a tfi ; \• J df Y rit4 �•- aI K r: W Y�` ♦ l f -t ,pT.K .' JqJ fX � ♦ P ,h 'Y pf 1 e1-SyJSp XJT X fe<-4 1F. fyX'�.. ' PAN Oil 4 JX--}}d J X "fJ ; t,11a f 4 - eKpK. i !✓% YXi ipK W •p •}l}f}fi f M t c t f p k 4f;. IS Rlkl � 14 M'441f 41 L%R t; • rief) TJ-1X4I x9 T4 r T♦ Y � ♦ 4 if 4 h+ '4 ; �f ; K✓r �.L ♦ r -`y✓y� 4{L { R 1J % L 4t. <f4 ' :r 1d J4 id : f rs P ✓5 •X ,. ;/R'4 rWl}}{W tR•`Rl ±l�! W ;P f4 ! 4.f Ll Y ✓ r r ! ya{;f {' pity p►YTliJ 4X �'at.SJ y% J t 4 TAT fa.i#'i-J i�iJSk p f lS.�'t t�TJT�%I�%6 , 4M;I IR-fiyR 4�4-F*Y lif;.; f ?r1' P t t.�X�/4l} J ♦BtrtrY.T � * fbf}�}1•;! 1T J S % 4iJ;.J % y✓°s yf - a • J4 ipTXTii�ti♦i¢1pi.J4J'iXTJ%.e Tp"y.t{7-X}�1r .'FL Wf{l �!t�? M_ f 41 AY tR 1 Y4 t�.Y Wt11 W.f}XW�Rf�4-� Yl 1N ri4I l }♦•YJ< s} %Jy % 'J�J di a �� F -JT a9-p%r TX%X ptiiT �'M }• Y{ .Lf Rly< �. I J4f`+Mi t } -;f -Pad-�bYRY l I;l trr�l' 'L��kL'LiAI J` X J - � ..J 1i '% J9 - <p KJiy;✓♦K IfY ♦'•% ;J TJ Pf L)) ph pi i J Xi.%i X ♦ t rs S� T Y.J SJf XiJiJ}144- Yt J�.J4JKf qla r f 'cY;I w f 4 .W} Y l4 -: ;tV f4t 1 ,p4 TaK - K Y 9 ♦ 4rY Y. %d}YJ�iffy ipi.. i i lJi` J4t1.P9JZJ°✓9. df�ftJ f41 ^} . . , ; • .a t P J �Il N;K6��f1%gi; Lf;f LY�ti.� • r s ' L{WrL+ • L1•IRa — — pi:}i ;ftr•a •� j1'f"p • • 1 • • . 1 • •' 1 ; f41 =T° 41414 Wx{ep y .ql ° a 1Rq. 5 i iJ41K .+ ;✓ • • i • • r Jtd tl Jt p y`I41 4 _Jf Xt.d% J1 pTyWpl tl flJ:X 'a �►��1�t•t+�• �r`P ����rii::44 X>�t tlif 4+fcl � �I; it 1������T��T��P�"IPd ,k. %p"y v+Xl i • �Iyr rr ; t ������������������������i' � 1*14 ary f f 4 t 4M 4,• J {L!+K}f i 1�..�►�����������������������������'�K+'Ka-f X 1.J�`dt J R�}{j l L t f <� '• ' • y .. - -• • • • - • - yr • 1 • - • - 1 1 1 • - • • "• • 4 1 1 •. 1 • .♦ • ♦ as • 1 - • 1 - • •- - 1', •,: it • 1 ' ; ♦ - • 1 ' i - • •J - • 11 I • le •. 1 / 1 • !: • • / �,'�{i..W' s ;s ..�;,• ♦-: ` i,..'. �:-a 1 • a • 1 Pressure Lateral Layout One Lateral — End Manifold o Threaded Cleanout Force Main Lateral Turn-up --- 0 Plug X --� L Long Sweep 90 Bend.: Pre•s•re jnEt Coaastra 64m Distributios Network S tions Lateral Diameter Q In. Laterals am constructed of Schedule 40 PVC Orifice Diameter 5 In. pipe. (kifices are drilled perpendicular, to X Orifice S aciz! In. the pipe with a sharp drill bait and face down. L(Lateral Ft. Laterol turn-ups teminate with a threaded Force Main Diameter Z In, cleariaut plug and are em4osed in a 6-8 inch Force Main Length Ft. I diameie+r lawn spriWler valve box accessible from'.finished grade. A • • • • • Grade • • • � • • • • • • • � • x Y � f 5 di"j 6-8 Inch Lawn s, Sprinkler Valve Box v i 03/05lgj Page pf Septic-Dose Tank Cross Section And Pump Performance Specifications E Tank+AwAxfacturear ell PUMP M icturor ,, Tank Model Number Model Number Total Tank Capacity 6 30 Alarm Maw Z1 Max.Bury Depth Aterm MMW Number /Jc, ✓ Switch TYPO w�C� Filter Manufactut'er Total Dynamic Head(TDB-Fort Filter Modal Number Elevation Head v Distal Pressure .J Network Loss /. l4iirsinwun Prtmp 'ecfomnarroa Required Foree Main Loral CfPM� j 3 Ft TDH Total 3 �^ Oudet Miahole Min.C Above Grade With Locluag Dexice. Inlet Msahole Manhole Min.4"Above Grade <6"Below OrOde Sealed Wartight Sco ely Mouoted W#ir Looking Day-we we�-pwf Junction 1 ----. BOX ♦ �. r r `� Fm+ahPU Grade t ` # Vet Min. 12" Disconnect Above Grade mum With Veer cap Outlet Fibm `' _ Inlet _ --_-- ------r - ,, •�'---``— Bate - A :•: Switch Md Reawve y;. �f. Tank Vohmw= / GPI W .. :ti .. lnchss Volume(W. Hole Din�asion g (raeerve)A' ,S— 3 'r►; .. ': (alarm) B• 2 30 Off Elevation a (don) C .S �`� -► (dead) D: :. Bottom ;. D ;:; '' Total Elevaiewn .. 0 Ft •i.•..�..��..•••t f.I f 1 f....1..{{•.f.{• {.�.�{t,{,•1 •:••.. . •.t.. . • • I,t 1{, •.. .f;1 '.:':.i::..:::fY,1,1,,•.,;..':.'.':::.•..:•..�'.':.:. '...a•{.'•i:{►i ►:'ii'f`•i•••1'::�ti'•:,::i{':1•i:i::' a.::..':.".•:.: GENERAL INSTAU ATIGN: Tho sepWdoee lank is bedded and back fiW is WM denoe with the : �oanufactw+or'8 product V Of buiy as VOMW by dw MonfiWarer may not be exceeded i *w h1mahoia coven mWoeed to Grade have as etieetive Wdcigg&Vico lock instal led. Pipkg at the inlet and OW4 is of approved materials to the talc with wa nt&�, and laid on stab rdw to prevent settling or swing, The f0m man is sleeved with 4"Sch.40 PVC to bridge the tank exosvation sleeve is$ee�W way wbght, Faeetrd WVie 000 wi&NEC 300 and Comm i 6.28. 02/051) Pago of V VMl 4e AM d 4/10 hp Subawsible Effluent Pump, Solids M 150 0 g y OF � 10 3 0 20 40 00 so An -%W. rim rr /1 East Wing SUM.Blufftm IN 46714 260-824-29M 260424.2909 Form OWIVO 7-11 v^vwKfrank1n-dKbMlCCOM POWTS OWNER'S MANUAL &MANAGEMENT PLAN Papa of ME INFORMATION SYSTEM SPECIIRCATHM Oumor � Septic Tank Capacity I 0 NA Permit# Septic Tank Manufacturer 13 NA PAR AFTERS Effluent Filter Manufacturer O NA Number of Bedrooms O NA Effluent Filter Model O NA Number of Pubic Feol*,t�tits �IA Pump Tank Capacity 3 Q I ❑NA Estimated low(4pnp) Y Pump Tank Manufacturer 0 NA Design flow(peak),(Estimated x 1.$) J Pump Manufacturer 0 NA Soil Application Rate ct/da le Pump Model r O NA i Standard InItuent/Effluent Duality Monthly average• Pretreatment Unit Fats;Oil&Grosse (FOG) 530 mg/L O Sand/Gravel Filter 0 Peat Filter Biochemical Oxygen Demand (SM) :220 mg/L 0 NA O Mechanical Aeration 0 Wetland Total Suspended Solids (TSS) 5150 mg/L 0 Disinfection D Otiror, Pretreated Effluent Quality Monthly average Diapersal Cell(s) 0 NA Biochemical Oxygen Demand (BODs) 530 mg& O In-Ground(gravity) O In-Ground(pressurized) Total Suspended Solids (TSS) 530 mg/L �.WA Grads 0 Mound Fecal Coliform(geometric mean) 5104 clu/100m1 0 Drip-Lbe O Other: I Maximum Effluent Particle Size K in dia. 0 NA Ottw. 0 NA Other. Other: ❑NA "Values typical for dornestic wastewater and septic tank affluent. Other: 0 NA NTENANCE SCHEDULE ! Service Event Service Frowency Inspect condition of tank(*) At least once every: s (Maximum 3 year*) O NA s >� ) Pump out contents of tanks) When combined sludge and scum equals one-third(K)of tank volume 0 NA Inspect dispersal oell(s) At least once every: 0 or 8(s) (Maximum 3 years) 0 NA Clean effluent filter At least once every: 0 (s) 0 NA s napect pump,pump cordrols&alarm At least once every: 0 (s) O NA Flush laterals and pressure test At least once every: 0 month(s) NA At least once every: 0 months) NA 13 year(s) 14 Dither 16 11 0 NA L"INTENANCE INSTRUCTIONS Ilnspectlons of tanks and dispersal ells shall be madeby an individual carrying one of the folkcwing licenses or certifications: Master Plumber;Master Plumber Restricted Sewer,POWTS inspector,POWTS Maintainer,Septage Serviclrq Operator. Tank include a visual inspection of the tank(s)to Identify any missing or broken hardware, Identify any cracks or looks,measure the volume mm of combined sludge and scum and to check for any back up or ponding of effluent on the ground surface. The dispersal coll(s) shall be Visually Inspected to check the eftiuent levels in the'observation pipes and to check for any ponding of effluent on the ground surface. 'The ponding of MRuent on the ground surface may indicate a falling condition and requires the immeNate notification of the local Regulatory authority- Mw the combined aoaunuiation of Mudge and scum in any tank equals one-third(31)or more of the tank volume,the errtire contents of It* tank shall be removed by a Septage Servicing Operator and disposed of In accordance with chapter NR 113, Wisconsin Adminisbative Code. 1411 other services, induding but not limited to the servicing of affluent filters,mechanical or pressurized components,pretreatment units, WW any servicing at intervals of 512 months,shall be performed by a certiflod POWTS Maintainer. A service report shall be provided to the local regulatory authority within 10 days of completion of any service event. of START UP AND OPERATION of or other&AMI s th0t For ns+a won, prior to use of the POWtS check troatanettt tank(s)for the con en it painting �00 of thO the treW at pis andlor damp 1fie dbpere�c�(s)' if high cones may impede servicing operator prior to use. tanks)removed by a septape va su dace. the Infiltrative System startup shall not occur'when sol oondttions are frozen at ��. �' per is restored the eoresss wastewater will bls During P� outages pump tanks may ttit above normal fiighvvsr or wrfaoe dirge of effluenit. the oeti(a)and may restaft in the backup to the discharged to the d�pentd call(s)in one large dose, p tan re Servicing Operatorto�� �� norm levels To avoid this aituallon have the contents of the Pump tank remc+►ed by a Septage effluent pump or contact a Plumber or POWTS C,Asirrtatnsr to assist in manually operating the Pump within the pump tank. disturb or oomph,the area within Do not drive or park vahkiea over tanks and dispersal ceNs. Do not drive or park over,or otherwise 15 feet down slope of any mound or at-grade soil absorption area• im the psrfomrence and prolong the life of the POVYT$: Reduction or elimination of the following from the wastewater*e*m may l . � foundation dram dgereft but* condoms; cotton swabs; degreaaors; dental W' mss; oil; p produclb; antlttlotics; baby wipes' 9�; herbicides: meat acxaps: (sump pump) water, fruit and vegetable pesange; �' pesticides;sanitary napkins;tampons;and water softener brine. ABANDONMENT shall be taken to insure that the System's proP00y When the POWTS fails and/or is permanently takenC Administrative Cods and safely abandoned In compliance with chapter • All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed. • The contents of ail tanks and pits shall be removed and property disposed of by a Septage Servicing Operator. • After pumping, all tanks and pits shall be ex=vated and removed or their covers removed and the vold space tilled with soil, gravel or another inert solid material. CONTINGENCY PLAN following measures have been, or must he taken, to provide a code cornplidn t if the POWTS fails and cannot be repaired the repiacement system: soil absorption systsM. p A suitable replacement area has been evaluated and may be utilized for the bcatlanlort replacement dui The roplaosmer>t area should be protected from disturbatce and pr mant area wtil result In the need setbacks from°crating and proposed structure,lot lines and wells. Failure to protect must own*with the nA64 in for a new sou and site evaluatlon to establish a suitable replacement area. RePISCOMOnt effect at that time. advances In POWYS technology a ❑ A suitable replacement was is not available due to setback POWTSrnitations. Barring holding tank may be installed as a last resort to replace to failed site has not been evaluated to kWwA fY a suitable replacement area. Upon fatlure of tile POWYS a soil and s �t be performed to locate a suitable replacement area. If no replacement area is avel"a holding tank may be Installed as a Iasi resort to replace the failed POWTS. removal of the biomet at the inflltralivs Mound and at-grade aoll absorption syste�may�beyr tad piece effec�t at that time. Reconstnudions of such systems <<WARNINt3» SEPTIC.PUMP AND OTHOR OTHER TREATTMENT TANKCUNDER ANY CIRCUMSTANCES.E DEATH MAY RESULT. RESCUE DO A ENTER A SEPTIC,PUMP PERSON FROM THE INTERIOR OF A TANK MAY 13E DIFFICULT OR IMPOSSIBLE ADDITIONAL COMMENTS POWYS 1N8TALLER POW1S MAiNTAMIER EN S Phone I -4--4VC-2Z z _ /j /0 Phone ?/ ,S SEPTAGE 8ERVICING OPERATOR PU LOCAL REGULATORY AU , Name Name f. ,r 7t_ Phone - - `f$ Phone -7z = This document was CIVO ed in own0ance with chapter SPS 383.22(2)(b)(1)(d)&M and 383.54(1).(2)&(3),Wisoonsin Administrant Code. ' v O L � Wisconsin Department of Commerce EVALUATION REPORT Page of Divi:wn of Safety and Buildings in accordance with Comm 85,Wis. Adm. Code County + Attach complete site plan on paper not less than""2 x include,but not limited to:vertical and horizontal referen point Parcel I.D. _ percent slope,scale or dimensions,north arrow,and loca on an (stance to nearest road. Rer by Date Please print all infonn on. 16 2005 Personal information you provide may be used for secondary purposes(Pr lvaUcy Law,s.15.04(t)(m)). IZ Property Owner IRr9lE tion , / d r �T' FICE 11 �"1/4 T e r f Property Owner's Mailing Address #, Block# Subd.Name or CSM# r s— Nearest Road 5M State zip Code Phone Number ❑C' ❑Village own (7 LT760-11o? New Construction Use Residential/Number of bedrooms Code derived design flow rate GPD ❑Replacement ^ ❑ Public or commera I-Describe: Parent Parent material✓7-r m dj, C ------- -- Flood Plain elevation if applicable y a recommendations: 9 " � �✓' / Boring # ;� g 7 Pit Ground surface elev.` � ft. Depth to limiting factor�_in• �I Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft= in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 I 'Eff#2 >v- /� f1/I /�1 Boring® #� Pit Ground surface elev. /" Z ft. Depth to limiting factor i^ Soil liption Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2 '2- 1 ,6 q.2,775 elrj •Effluent#1=BOD >30<220 mg/L and TSS>30:S 150 'Effluent#2=BOD <_30 mglL and TSS<_30 mgJl CST Nattts(Please Print) S' re CST Number Plumbing, 226900 Bird Plu g, Inc. Shaun Bird Telephone Number Address Date Evaluation Co nducted p 1008 192nd Ave, New Richmond, WI 54017 S //-7 0 Y-- 715-246-4516 r 1 Property Owner Parcel ID# Page of r= Boring# Boring spit Ground surface elev. _ft. Depth to limiting factor s in. Sal Appl ication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDlff in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2 0-1- r3/z �_ St me CS - ( /' d rns 40 -70 I 6uj 1, EA m Fr F-1 Boring# ° Boring ❑ pit Ground surface elev. ft. Depth to limiting factor in. FsouAwication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 I 'Eff#2 F1 Boring# ° Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil ication Rate Horizon Depth Dominant Color Redox Description. Texture Structure Consistence. Boundary Roots GPD/fP in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2 Effluent#1 =BOD,>30 1220 mg/L and TSS>30<150 mg/L 'Effluent#2=BOD5 130 mgll.and TSS 130 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. Y Soil Test Plot Pla Project Name Cornerstone Properties LLC Sh 'rd Address 1025 170th Ave Hammond Wi 54015 TM #226900 Lot 16 Subdivision Corner Stone Ridge pa 8/11/05 S 1/2 SE 1/4S 8 T 29 N/R17 W Township Hammond Boring Q Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of Fence Post System Elevation 93.4 *HRpSame as Benchmark Alternate Benchmark is Top of Survey Iron @ 95.7' B.M. 50' 170th St. 30' 201' 0' B-2 Scale is 1" = 40' unless otherwise noted 100' 10% Slope 60' -1 B-3 94' 100th Ave 92' 439' Property Line ® PROPOSED DRIVEWAY NO DRAINAGE EASEMENT ® PROPOSED JOINT DRIVEWAY ALL M!•D m BE CoN5711a1C1ED N PR0006TY OF NOTE: HIGH wain LTVOA710N SHAt1 NAME A LOWEST NO OWNER OR RESIDENT SHALL 00.AThIHM WICH BUBDNC a'ENNC NOT LESS 1WW 1W0 FEET WOULD KIERFEE BETH OR CHANCE 7FE OPERAI= HWE NIGH WATER ELEVATION ABOVE AE 1EC1 Ba1ER ELEYAt10N S110W14 OF AE APPROM CtM/PREHINSK WAIN ORABHACE LBO LOWEST BUILDING OPENING SrMACIM FRONT-S7 AND SOL FA09oN PLAN FOR THIS PLAT. THIS REAR 45' (��OtTERWtSE NOTED) Na.UDEA BUT 13 NOT LIMITED 10 SUEDNO UPON. ]AE)IT SEE 2S(0016NED) N�NALYI P EASEMENTS,DVATING,OR COUNTY SECTION MONUMENT CRAP"BITCES,WAg RU NwAYS,WATER (FOUND AS NOTED) CUUVE ITS BEFG A a+ORA9S SEEDNDS SET 11/4•BY IS-IRON GENERAL NOTICE PIN WT 4.172 LBS./FT. STATEMENT: -�- SET 3/4'BY 18" IRON PIN EACH PARC&STIOWN ON ACS YM(PLAT)4 WdC HI 1.50 POUNDS ��T 70 STATE,CWM.AM 70VOW LAWS. RULES AND WALKAIIONS OF•Y XMM WUN PER LINEAR FOOT AT ALL RAT SITS ACCESS To PARCEL.EM)MORE OTHER LOT CORNERS � OR DrMCPRa MY PARCEL Of LAND6 AM THE MPR"A7E 70MN BOAM Fat AWACS. UTILITY EASEMENTS: NO POLE OR SUMED CARIES ARE TO BE PLACED SUCH THAT THE INSTALLATION WOULD DISTURB ANY BLOWY STAE,OR OBSTRUCT H9ON KONG ANY E 465.51' LOT LINE OR STREET UE. THE OISIU1BANCE OF A N $431'05 — — — — — — - SURVEY STATE BY ANYONE s A OIOLAIM OF SHIM 216.52 RBCOHUN STATUES UTUIY _ EASEMBITS AS NOM SET I"ARE FOR THE s3--�' '—..--- � U�INlB�ES HA�WID A�AO1T�70 SERVE TE RECEIVED �.pfF ��aattA��TASwtNt LOT 7 AUG 2 3 2005 87590 S.F. � 2.01 Ac. 9k9 uo AWE-IO]060 L80-7032.60 9►P`'ry N y ST.CROIX COUNTY a° $ ZONING OFFICE LOT 6 102663 S.F. o 2.36 Ac. w w I 1 66' 1 05. °. N 82 2e5e E 44D. T i 1 LOT 9 E 1/4 COR SEC VV ^' 8 T29N R17W 75629 S.F. ,4 FOUND P.K. NAIL J 1.74 Ac. m VNF LA1 D LANDS A Nc 8147 39"W 483,74• N 89'20'10" E 610.00' �f LOT 10 577.00' / 86121 S.F. ,� ' too' � u 1.98 Ac. LOT 18 I $ W 116164 S.F. I of 2.67 Ac. I ±I 33 33' N 76 43'49'W 51.3 I y I D LOT 11 = N 8934'21' E 585.59' I 01-1 80567 S.F. 93.46' Z 49213' ya• 1.84 Ac. �i LOT 17 0. 93446 S.F. N 8935'14"8935'14"E 230.17 f 2.14 AC. LOT 15 Le.o.-IOSI.o may , + I Q To To�06 1 88639 S.F. N� `�/ I i -N lo Z HAT 14 Z 2.03 Ac. !¢r' � I I ^' y I� IVt $ 70135 S.F. on°q HwE-to35.27 Ip1< N 89.41'34"E 439.121 3 I ? •0 1.61 Ac. aa! L..o.-IO3zzT 9 T iA—N LOT 16 I �_�-4 f 12 LB.0=1a1.0 90914 S.F. - ,r� j Z 2.09 Ac. —1� $I (III u — Twvuon 4'-zr aY,� +— — — — — — — °1 III m v .3w ��� 23072 '- -' 245.8 -- ---------429.84'-------=.1 33 33'L S 89'04'17" W 1796.45' w _S 89'04'17• W 1830.54' _ — 100TH AVENUE \ l)NE OF SEC�8 T.29N, Ii 17i— SE COR _LOT 29 LOT 1 I LOT 2 I I I T29N RUN AGRICULTURE-RESIDENTIAL I CERTIFIED SURVEY MAP - I CERTIFIED SURVEY MAP - I I R17W SHEET 1 OF 2 �� '304 5, FILTER CARTRIDGE INSTRUCTIONS _ , Installation STEP i Dry fit the filter case onto the end of the outlet pipe to ensure it is R - centered under the access opening. If not, then either insert more pipe into the tank through the outlet or solvent weld (glue) additional pipe onto the outlet pipe. STEP 2 While the case is still dry fitted on the outlet pipe, measure the length of 3/4-inch pipe needed to brace the filter to the tank end wall if utilizing the optional supplemental side support. If side support method is not utilized, proceed to step four. STEP 3 For installations utilizing the optional supplemental side support: solvent weld the 3/4-inch pipe onto the filter case. If side support method is not - utilized, proceed to step four. STEP 4 Solvent weld the filter case onto the outlet pipe. Insert the filter cartridge into the case, pressing down until the filter locks into the bottom of the case. STEP 5 If a VRS switch is utilized: insert into the filter and lock by turning R clockwise 90°. Maintenance 1. The effluent filter should be cleaned every time the septic tank is serviced. , �' r 2. Open the outlet access opening to inspect the tank and filter. 3. Pump the septic tank completely, making sure to remove the sludge ; layer on the bottom of the tank and not just the scum and effluent. 4. Once the effluent level has been lowered below the invert of the - outlet pipe, firmly pull up on the filter handle to dislodge the cartridge from the case. ° 5. Slide the cartridge up and out of the case for cleaning, 6. If a VRS switch connected to an alarm is present,the switch , should be removed by turning counterclockwise 900 and cleaned x ' with water only. 4 7. While holding the cartridge on its side (large flat surface facing down) over the access opening, rinse off the cartridge with water ti t only, making sure all septage material is rinsed back into the tank. S. If VRS switch is utilized, replace by inserting into filter and turning clockwise 900. - 9. Insert the filter cartridge back into the case, pressing down until` the filter locks into the bottom of the case. �a 10.Replace and secure the access opening on the tank. BEAR ONSITET"FILTER CARTRIDGE-FIVE-YEAR LIMITED WARRANTY Bear Onsite filter cartridges are warranted to be free of defects in material and workmanship for five(5)years from the date of consumer purchase. BEAR ONSITE-Filter Case-Lifetime Limited Warranty Bear Onsite warrants the filter case will be free of defects in material and workmanship during normal use for the period of time the original purchaser owns the product. If a defect is found in normal use,Bear Onsite will,at its election,repair,provide a replacement part or product,or make appropriate adjustment.Damage to a product caused by accident,misuse,or abuse is not covered by this warranty.Improper care or malfunctions resulting from units not installed,operated,or maintained in accordance with instructions provided will void the warranty.Proof of purchase(original sales receipt)must be provided to Bear Onsite with all warranty claims.Bear Onsite is not responsible for labor charges,removal charges,installation,or other incidental or consequential costs. In no event shall the liability of Bear Onsite exceed the purchase price of the product a � � ST. CRO . TANK SEPTIC ANK O C -,A CEA11114EII AND �.W CPRT�CATION:'Q ' Owner u �. /B yer ,Q � RM Mailing cF k Address � Ce Prop ertY A .# -r City/State ' from p e— g Depot ne Pal:identx,� EGAL bESCRIP'I70N cation Number �- ProPer'Y Location / �," / Subdivision , Sec.'----' T.�N R Town of Map CerMed Survey ----- xx #Y _..,.., V'Varr art — Lot#A,. y Deed# -�-----� volume Page# Spec house/ P�J no Vo}umt;_ SYSM V' – -�Page## Lot haft'dentifiable ye OWNER no 'nfmper use n �'R 'jFtCATI071T purnp.�°�nce consists o f mainte�e of y the sy8tet can affect t6 n'a out the Septic�system could rat ju hs� e8Ponsijilities ma4tre a treatment ate Specified' n���� �twee Years ors are to handle PrOper,y o 'n§Cosnn,,83.52(1)and in Ch l stage in the ewwasteIIdi a lice Pumper What proper The owl and by a master �agrees n submit to oix County Sanitary Owner mace put into wastew$�disposal Phtnnber,So n I Si Croix Coin,p leas dan 1/3 f M of propel P umbers restricted g&Zo�g ila„, t a C the midge. ° condition and/or(2 � ��puMper v��g that(1)�on-site by the standards set forth,��igned have read the purnpm8(sf neCessa�3'} the septic tantc is rtii7cation stating that yp set s t ofgCou'�nts and agree to mahLWn Zoning nt within,30 days sysem has been ma' ��and the Dep ofe private sew$$a disposal system Ys of the three year Mp*a'n med must completed aad re ate Resources,g o With the Uwe c °n date. tuned to the St.(�oix.Co p��Y described a tl�#all sf-teee�on tY planning& 1?ed above,by�e of a 714n��form are true to the beef of sn Nu�er of 6 �drecorded sa meter ofD�wlece.- I/we wu el�l'00lp8-� Office. ���° er(s)of the IGNA F APPLIC Any information that Is / epTesented may result in the DATE tsfcl with t3sis application a recorded 'permit being revoked b Y the P re essence�Heads�the,�,�tY deed, tY deed from��gister of De ��&��Dent *�* [DIV.0&%S) eds Offs and a copY of the cued fey Rap if i 8151111 Tx:4123006 . 977673 STATE BAR OF WISCONSIN FORM 6- BETH PABST 2000 REGISTER OF DEEDS Document Number ST. CROIX CO., WI SPECIAL WARRANTY DEED 04/29/2013 3:08 PM THIS DEED, made between Anchorbank, FSB, Grantor, EXEMPT#: NA and Oeverino Homes,LLC,Grantee. REC FEE: 30.00 Grantor or a�valu ble consideration,conveys to Grantee the following TRANS FEE: 180.00 described real estate in St. Croix County, State of Wisconsin (the PAGES' 1 "Property"): Lots 9, 10, 13, 14, I , nd 17, Plat of Cornerstone Ridge, St. Croix County,Wisconsin -��- Recording Area Name and Return Address: Title One 706 19"'St.S Hudson,Wl 54016 Fite#19424 Together with all appurtenant rights,title and interests. 018-2013-17-000; 018-2013-16-000; 018-2013- 14-000; 018-2013-13-000; 018-2013-10-000; 018-2013-09-000 Parcel Identification Number(PIN) This is not homestead property. Grantor warrants that the title to the Property is good, indefeasible in fee simple and free and clear of encumbrances, arising by, through or under Grantor, except reservations, restrictions and easements of record, if any, and public highways,zoning and uilding regulations. Dated this a3r,q day of April. 2013 Anchorb By: James R Dallis-UP OREO Manager AUTHENTICATION ACKNOWLEDGMENT Signature(s) STATE OF WISCONSIN ) NNN !!p DANE COUNTY. )ss. authenticated this ���QQ-� .p �y� Personally came before me this a"�> day of April, 2013 the above named—JaA tS R. bkViS * •. 2: Anchorbank to me known to be the person(s) who TITLE:MEMBER STA F Sll E executed the foregoing instrument and acknowledged the (If not, � y same. authorized by§706.08yWis' tats. � ♦�,� THIS INSTRUMENT lD1 �``1�� Afill i �q Notary Public,State of Wisconsin Michael H.Forecki Nly commission is ermanent (If not,state expiration date: as 13 ) (Signatures may be authenticated or acknowledged. Both are not necessary.) *Names of persons signing in any capacitY must be typed or printed below their signature. SPECIAL WARRANTY DEED STATE BAR OF WISCONSIN FORM No.6-2000 1 of 1 I W Z!3 LU fig —-— —-— b El --- ----------J-- ------ 0 0 r---------- 9B ---------------- I ,I 1 I 1 1 I jig I I wlnwoawiw 1 1 I �-- �� I I------------ ,I e i i ii i i i• ; > 1 1 n OI . Ig _ El 1 I I�\41�1 _— . !3 iS4. --__r_ _ ---' ---------- —i 1 1 1 L J L J i 1 rasa rwaaiawva. ; fi ? I I I 1 ;l1 I I I , 1 • I i I I -------- L-----------__ J wn.wnra I .a ° a•sl o�n o�sl ra , 8B