Loading...
HomeMy WebLinkAbout040-1247-50-000 Safety and Buildings Division County 201 W. w 71 CROIX Vismnsin madis(, Zvi iEM I V E Pr�mi(rtvanba (ter be MW In by ca, Dep artment of commerce 4 7 9 Sanitary Permit Aoplica on A P R 2 6 20 06 S'°' 'w I.D. 4'4 In accord with Comm 8321, Wit. Adm. Code. petaaasl h&= i011 YOU provide Nvacy Law, 915. my be used W secondary pwposet xm � T. C ROI X COUNT �1p3° AddRaa (if tGffer ant than.�ailing address) L ApOksdem Iatw tier - Please Prlat AD Iafor'atedta L 274 ST. AN N E S R KWAY Property Owner's Name / Parcel * Lot M k2o Block # SHAWN & ELAINE KNODT (COLEMAN HOMES INC. ) 040 - 1247 -50-0 p Owes MwWB Address Property Location 754 STERLING COURT SW y., NE y., ( ; o0 24 city, state Zip Code Phone Number MAHTOMEDI, MN 1 55115 651 - 748 -0191 T 28 N; R 2A Z' o) Cs �Z77 EL Type of BaBdiog (dieck aY Sant ap*) 4 CSMNu ['YI orZ Family Dwell" - ot' Bed<aom� `+1oR PER SUMBITTED HOUSE PLANS S ivi""b'mc °°ba ❑�_ % TROY BORNE VILLAGE ❑State Owned Dacribewe 10 DEFUSER CHAMBERS WILL BE INSTA LLED ❑City ❑villaae❑Towneh*of TROY III. Type d Pw adt: (Ckak only see boz an Use A. Cootplete live 1B Vapplieabb) "- ❑ New Sy ion ❑ Replacsmmt Symem ❑ Tm&uwwNlbW* Tank R lacemeot only ❑ Other Modilicatiou to &W ft *Mm B. [I Permit Renewal ?S Permit Revision ange ❑ Cb of ❑ Permit Traatfer to New List Fmviow Permit Number and Date Ieaocd Before E Plumber o smer 479464 8/17/05 IV. Tm of POWTS Cheek a® that IN N - Aea la_r and ❑ Maod > 2a im of suitable soil ❑ Moum 4 2A m. of suitable gal 171 M43G wle ❑ Slagle Fina Sand TNT 0 Cooaottroeed wetland ❑ Prw w mad h" 000d I] HoWmg Tank ❑ Pat Fi ler ❑ Aaobic Tratmmt L1sit ❑ Recirculating Sand F'Itet ❑ Rocirculadug S Media Fiimrr Tl Chamber OpMLIne ❑ Gravel - >ae ' ❑ Od c V rester Am Info saiitiioa; LVLATUU - AL A RM - I LIER 49 CHAMBERS �y�J Daiga Flow (U)d) Doeiga Soil Application Ram DnpwW Amer Rwitured (st) Dispersal A— Propowd (d) � fi�Z IT 600 4 1500' ✓ 16Z ' ` VL Teak Into Capcity in Total - NumberManuSaurer !� �retab Site Plastic Gallow callow of Units Concrete Coosorneted Glw New e i°e Twice mb Septic orWhiingTask 1 1250 1 WEISER X eb Aaio T Unit 1000 1 1 WEISER X VII. Raspow9fty Sttlbeasaad- I, the M are rapoadbti ty far 1stialimbe d the lOWPS d wwa on the a ttached pin s. Pbw*Ws Name (Print) Pbnnber's bVAI RS Number Business Pbooe Number TODD FEATHERSTONE 242514 71 - 381 - 1704 PlumboP` Addeew (rases' Cis' state, Z36- APRIL 26, 2006 P.O. BOX 467 HUDSON, WI 54016 DATE: VIII. t Use ❑ Sanitary Permit Fee (inclixies Gromilwata B' satchtuge Fa) 75, 66 nZ7 Reason far Denisi IX. Coedlitiorls otApproveURoaaoos for Dbappsovai SYSTEM OWNER: 3, I�cQrue o� sd- 1. Septic tank, effluent (after and (� dispersal cell must all be services / maintained 1 1 f• �, rj 6 4C4M as per management plan provided by plumber. p r e�oC 2. All setback requirements must be maintained 1 �� S a i ` \ e k as per applicable code / ordinances. Mich easspw Waal (ts q9 Canab snb) ear tag an MPW net IM MM =4 t t wants" else 3 Ij eQ �D - SBD -6398 (R. 01/03) Timet � l `t O d e3 � a y.. G1ti�,, •�- � T� 773AXE f • � two:;' j ^9t:" �4 lfrl6f 71�lZ t o �• Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County. St. Croix Safety and Builrl�ng Division � INSPECTION REPORT Sanitary Permit No: 479464 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: Knodt, Shawn & Elaine Troy, Town of 040 - 1247 -50 -000 CST BM Elev: Insp. BM Elev: BM Description: 60 6u1v- Sectionrrown /Range /Map No: VY� G5r 66 24.28.20.1277 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. .5 . �f5 /a�•�5 as Septic ) S /z s � Benchmark t /. y5 !. j1 460 Dosing ? n Alt. BM 95 /ADO T4k6l­ Aera'tton z � Bldg. Sewer �•�z Qb •�3 Holding St/Ht Inlet $. 4/ �5 • �T `• / 5 �� TANK SETBACK INFORMATION SUHt Outlet TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet g5 fir( Septic i / Dt Bottom q $� Z 1 s� /is 3 I Dosing w i �03 j Z I Z! Header /Man. � b5 97 • � Aeration 8J Dist. Pipe �I • as q cz Hoiuin Bot. System 44, foS g /z. 05 9cv. Final Grade - :31 PUMP /SIPHON INFORMATION �- 1 �D • 14 Manufacturer �• Demand St Cover `l • 55 Z,,-( 1 GPM ��r�e.'F' •3• Q Model Number �� //\ / . b 9-7-45 TDH Lifts B I Friction L � nm \d Ft OZ Ft h '[ , qy • D Z IZ • 1 Y� ' �Z• Forcemain Len g2 Dia. // Dist. to Well , _ T 0 fZ WV g� / - SOIL ABSORPTION SYSTEM S•$b BEDITRENCH Width , Length I No. Of Tre PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS 3 (616 $ ( f e rtica�D �� SETBACK SYSTEM TO P/L BLDG IWELL LAKE /STREAM LEACHING Manufacturer. Q( 1 JSt INFORMATION Type System: / / CHAMBER OR QUO ,$ 5 / ,� r UNIT Model Number. Arc, 3 DISTRIBUTION SYSTEM /Z + /Zg- f / -/3 1-- Z Header/Manifold �f I D istribution x Hole Si i x Hole Sp cing Ve o Air Intake ' ! L Pipe(s) \ �J Length Z ) Dia Length Dia Spacing SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over / Depth Over 1 XX Depth of xx Seeded /Sodded xx Mulched � � _ y Bed /Trench Center Z 0 c f Bed/Trench Edges Topsoil \- I - es J No Yes j `;I No COMMENTS (Include code discrepencies, persons present, etc.) Inspection #1: / Z7 Inspection #2: 7446JS Location: 273 St. Annes Parkway River Falls, WI 54022 (SW 1/4 NE 1/4 24 T28N R20W) Troy Village Lot 35 Parcel No: 24.28.20.1277 1.) Alt BM Description = _T: 1.) L a U Q� �4 t`•ti'J L ac �C.S 2.) Bldg sewer length = 3cC P {v �a V1ti • 1 Z a a.. a t �� - amount of cover = Plan revision Re q uired? Use other s r SBD - 6710 (R.3/97) C art. de for additional information. No �_ ` ,! - No. —� -- 1 7 2� ( 7 Date Insepctor's ignatu • t G � � 5 �f 46e-�✓ Y st./?au� qo r ate" i G?�� S� -At AC /oVAf ff f l ' j 1 I � ! i Use i ,o o O Tuesday, August 16, 2005.max c �I ��E/�►��9�v � rE 5 a 1 i r . o tA �, Al !- ..sue_ .pv,•�� f'ivr.Y.� -�a � Tuesday, August 16, 2005. max PAGt Cr PLJMP CHAMBER CROSS SEC .'ION AN SPECIFICATIt?k]S CAIT CAP 4'r-.i. VJ:AIT PIP[ WEATHERPROOF APPROVED LOCKINW. — ZS' FROM DOOR. JUA1C"J'IOAI HGX MAIJHOLE COVER WIIJpOW OR FRESH AIR INTAKE I I GRADE I I Y' MIAJ. INLli7 PkOVIDL AIRTIGHT SEAL, t * A ( I!I I I I I (! ALAR I I *APPROVED I ow JOINTS WITH I ELEV. F7 APPROVED PIPE 3' ONTO P OFF p SOLID SOIL CO"cp -rTE >,L0" RJl4ER EXIT PCRM111'CD OWLy IF TAUK MMIIUFACTURCR HAS SUCH APPROVAL. SEPTIC E SPEC.IFICATIOMS DOSE ' 14KS MAUUFACTURER: j�r� UUM6ER OF OOSSS: rL. PER D" T^MK SIZE. ! Uc'e rJ GAL_LOAJ S DOSE VOLUAE ALARM MAMUFACTURILR: e t u-r IMCLUDHUG SACKFLOW: - GALLON! MOOEL Aw#t6tR: CAPACITIES: A= 1MCKS OR CALLOUS SWITCH TSPIL: —_ �latr� Sea I WCIIESOR GALLOLIS PLI P MAMUFACTUREK' >^ C = 141LHE$ OR GALLOUS I MODEL AIUAO[R: INGHES OR SALLOIJi i sWITCN T51hE: �va,4 Mors: PUMP AMD ALARM ARE TO bt MIAIIMUM► DISCHARGE KATE �_GPM INSTALLED OM 3EPARATC CIRCUITS VERTICAL DIFFERENCE BET WEER! PUMP OFF AIJD DISTRIJSLITIOLO PIPE.. C F EET + M METWORK SUPPI.9 PRESSURE .. . , . � FEET + _ LL' _ FEET O FO RGE MAIIJ X • / F'V FtFRICFI FACTOR_ f FEET T OTAL OSWAMIC HEAD FEET IJIITERMAL. DIMCI.IJJ,IdAIA of TAWK: L.EWGTH ;WIDTH LIQUID DEPTH I. i► UMBER: t T I� r `► OA E._dd� ICEINISIC PID # 5_ ° 5 /4 NLI&S Z�" T �S N R q2 4 PID# - 1 "y 13o L'r I n T � � RI � I J R SYSTEM CROSS SECTION MAN HOLE INSPECTION PIPE GRADE 915.0 lk 12 BIO DEFUSER CHAMBERS t v� 75' - -- - --� i� LOWEST SYSTEM ELEV. 911.75 7� ZAB FILTER 12 BIO DEFUSER O U U 75' 12 BIO F 12 B10 DEFUSER CHAMBERS PIS W l �4 NE */4.S 24 T 28 NA ,.WE lDT 35 8t, SUB TROY BURNE _ TROY C 0 Y 0 ® /�` 212514 I _ • - ®®9®00 ®0 ©8888 .. ©0000o00 0 ©B®a088 x©00 ©00 © ©c ©088888 8808980 ©888888888 ©Dallas ©can 888Doug come ©0 ©8888888888 annual Bonn OBBBBBB00 ®08 ©8888888888888888 ��p0 alon 00p�0000 ©888888. = 8�0 © ©© ©8888888888 .. ®8888 ®98808888888.. - - ©© ®0889 ©888888888- p08pp0 © ©© ®8888888 88 ©0��� ®888888888 ..pppppp ©0088888888 .. .©0D08088888888888 eaoaoo©©0888888ae .: ©� ©® ©088888888888 ..D ®89888888888888 - =. 0 ©0 ©088aae ©888888 . ©8® ®0888888888888 • ' 80�00888888888888 OB908 ©88888888888 80088888888888888 - _ • ©90 ©8888888888888 ������������ ►� _ ' 8© ©08888888888888 C ©BD ®8888888888888 8 ©m®8888888888888 ��������!.����■ _ X00 ©88888 888 ������� /� /i����■ _ 88888 ����� /i,���l ®���■ 8 ®008888888888888 8N�� //���i ■��s■ _ - _ 8 ®80080888 ® ® ®D ©80 ; �;r'� ���� /�I � ►' /■ _ 000 ® © © © ©D0 ©D0 ® ®B® a • /.���� ► /��� / /►;■ _ ■��� / /�� / /�I � / / %// %�� /.Ill /1 !/ /I ■ . _ ���� ��■���������Am, IFAM901YAWMI■ Safety and ButMings Division Carry 201 W. Washington Ave, P.O. Box 7162 ST. CROIX Vi n Madison. WI 53707-7162 Pemut Nuaeber (b be filled ffiby Co.) Department of Commerce (� sconsi Sanitary Permit piic on �'"' L° Nma�r In accord vA* Comm 83.21, vary. Aim 1 7 " 0 5 mry be mass fa aocaodaar I1uv, sl lx a Addteae Crf aiaxett than maitiug addtesej 73 ST. ANNES PARKWAY L AppfJG�Tdarmdo— >faaeftWAlllhro�bi ST.CROIX ING OFFICE Nw' ownces Name- Pat 0 Lot # 35. Block N f SH & ELAINE KNODT COLEMAN'S HOMES INC. - , i2 i Property a Mailie$ Addnoss >y Location 754 STER G COURT SW y. NE. - sr�iea 24 City, store zip Code Pbone Number ! MAHTOMED 55115 651-74"191 T 28 ,m R 20g- lo ) L Type of B=>(C a thm t apply) or2F.:b of DftMS PER SUBMITTED HOUSE PLANS fpO° me � N=ber ❑ � _ D OOM* TROY BU ❑srataowttea_Dwaib Use 48 B DEFUSER CHAMBERS WILL BE INSTALLE I � �'�MTOTMnsb*af TROY 11L. Type of Permit: (Cbc& aaly see bft ilne A Ce0*1e1e Id- B it appfteaMe) A' 14 New Sysom 0 Beplscewmt ❑ lWaanaorh uMina Tank RvIncamsat tloly 0 other Modus n tobustios System B. 11 Permit Rawwal 0 Matit Rerisitn of 0 Peaair TpmMr b New list P`OVLOm Persit Nurabar and Dave lesocd Before Expiration owner V Type nfrOWTS System CbockAthat ff%.- Pranuiaod1n4Waou OMoma_ >Z4ia.ofst&"awl Olab=d-% "i4kLofjuitabiesoil ❑Avamdc ❑smgePass Sand Ftim ❑ Conwacoea Wethmd ❑ Peesamised ht- flannel E1 Ham Tmk Peat ❑ Aaebw Ti ammo Unit 0 Recaadaaaa saga Filer 0 Men. Faw 19 lea UM t�tamber ❑ ❑ t3rawei4en Pipe 0 O&W (Cwain) V. rertseat Aral r op - — lc .— > Now () Seel Rs6e( DisQatsslArea (00 Dispow Am AA Z - _ 600 .4 1 0 1588 (� 7 .' VL Tank info coadv is Total Nomw Prdsb Site steel r Gallons osnow of tests ! Caocrwe canh cted Brass New Hxisa Tsars Tasks SWdcorHoida6Taak X 1250 11 WIESER X Aerobic Tsermeat Uok: U'a&g VEL 5'tatemmat-1, tie asaatrme respodbAty for lesanatko a( sbwra w the aftechM Ph=dxes Name a,Ptteh MM APRS Nunober Hammes Phone Number M M�6� TODD FEATHERSTONE 242514 1 71 . 5-381-1704 Phmtimes AM= (Street, City, Saay ) P.O. BOX 467 HUDSON 54016 Q8A. AUGUST 16. 2005 V11"M Uee sy © Permit Fee ' Gto®d+aaser Dose blared 88 9taaaI j � V 1] ter 3 � p Z� 1x ce.dilia.a 3) k�C/L yVl6�uvl 5t In�•a� SYSTEM OWNER: / 1 Septic tank, effl nt filter and dispersal cell must all be serviced / maintained �- -- t as per management plan provided by plumber. � �=T -- 2. All setback requirements must be maintained '`A t ` W_E 5&44e,+ as per applicable code /ordinances. -- ^- Amci eutpiue tdas (astir Gory aa� k u. s� a t.par ad taw Asa star t tl seers t■ site SBD -6398 (R. 01/03) • � � ��3 S Ys� w� �� �C a T� scn- -t_.l� ;arrow, EIVED VlhsconsinDepartment ofComme �� lani LUATION REPORT Page 1 of 2 Division of Safety and Buildings ance with CWis. Adm. Code X County ST. CROIX Attach complete site plan on pa r no i�isize, must include, but not limited to: ver ice a ire tioKo Parma I.D. 040 - 1247 - 50 - 000 percent slope, scale or dimensions, nond location ce tofieaf es`t road. Please p rint all information. .., l Date Personal information you provide may be used for secondary purposes (Privacy Law, S. 15.04 (1) (m)). Tn i '9 S Property Owner Property Location 1:1 El SHAWN & ELAINE KNODT of ---- SW 1/4 NE 1/4 S 24 T 28 N R 20 E (or) W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 754 Sterling Court 35 -- Troy Burne Village City State Zip Code Phone Number []Mllage ■ Town Nearest Road Mahtomedi MN 1 55115 ( 651 ) 748-0191 St. Annes Parkway E] New Construction UseEj Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement Public or commercial - Describe: Parent material loess over till Flood Plain elevation if applicable NA ft General comments New Boring conducted to establish area for conventional in- ground trenches -- 0.4 loading rate -- use with borings and recommendations: from James Filkens report dated 04- 10 -97. On -site w/Kevin Graubau 08 -15 -05 (Replacement area to be a mound system located in the NE comer of lot -soil report conducted by Arthur Wegerer ' I 04 - -04.) mgAL Boring `�a -Q+". t S1 ",r S Boring # Q pit Ground surface elev. 97.25 ft. Depth to limiting factor 53� 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 1 0 -23 10YR3 /3 - fsl 2fsbk ds cs 3vf-m 0.4 0.8 2 23 -43 10YR3 /4 -- sil 2fabk mfr cs 2vf-m 0.6 0.8 3 43 -53 7.5YR3/4 - sl Icsbk mfr ab lvf-f 0.4 0.7 53-60 -- -- -- I E Boring oring ng # ❑ 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. Munsel Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 "Eff#2 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 (Please Print) gnature CST Number M Jo Hollister 224832 Address to Evaluation Conducted Telephone Number W9875 690th Avenue, River Falls, WI 54022 08-12-05 (715) 426 - 1775 I 2-a z. Scale V =50' �.. • Ll3T — - T Ro`1 - S: 2�� St fW�s 4ftRKWi�y IQ f 3� 2 � 3 . Z3 � r . o z - - EL.. 47. oft r-Lcy-7 OF of T f 2SZ•36 LeT 3b ' �" IRON PIPS 2.Z�/fi3Z.- CST Signature Date. Telephone too. CST No. `SOIL AND SITE EVALUA T ION REPCRT Pap ;_a_}_ p�MS.aw U aCgrO wont ILHR M.O& VVIs. AWL Coat count' Attmft aot,pl but ST • COIa tat ininM b r.raeal "" 4 point (Ift alraason M01 %d aio ft sal. ar PARCEUj bnfrorole 1. tooth attar. and tae m m =0 diataeon a e - road. A"UCMr WGRI IATICW..,71.EA$I; PfitWT AU IWROjIUA'nOW IN OJ►TE ' Pf�'lilTYtt7CaifCtt E 1 /2S 24T 28 tR 20 W I'm 2111ROM 6 J= &W BM FAIR= t101nAW VAR 1 /2S 19T 29 fia 19 -4401w PM IMAODFNW tot's 10"!s SUBD. 260 COMITY ROAD F 35 TROT QIIi= 5 4016 t715 )186-2902 ATROY A AV pq t4w Commicson U*p[I R We 1 11 - anatbeaio a 4 i I AdWanto tin" i I R I t I Pdit Orr, 4 0 In dmc t COOSdttflvWd* mw 600 gp Ramtamaa.dde�ttboliogr�r D. f - be0. _.:._ AOsotpdotl awatogtrted DD be4 lt SSA , aZ ndeastbbrgrats d. 5 tot ga lZ _ &"&, " Mk9P " a Reoornttentl�d iniMrmon artlts d�adon{s) BY IlEsian R (as rrNRaO bstrt pan bsneanapd Actoitlonet�t s+rsaosmdeta�iats �f�. NoT� 5 ow PAF�i '� _ E SU aeRm�aal MILL6r,aMi7'e� Roodpsite>rw6ottifappicaole N/A tr C lZOS M ATE SYSi91 W All MOtgW A/ un s kx sysoeni Q S �U �S QU ., p s 6$U I C S to I Q S �u I C3 S �u SOIL OESCRIPTIOHI REPORT 3arirtg ttotizortl De _ f Color C Qu.Ss:Cahe Cmr T oM a Gr { jftU vjPA is am rirmtn G O d 0 -32 L 4 3 t I2at _ f 0 B1 132 -58 10YR 5/6 sil 13msbk �f I c v Ono�d B2 58-66 7.SYR 4/4 (lcsbk Lr Ics kvf 0.4 1 0.5 elev. .1F L R 66-70 10YR 8/3 ' !Last 000 two 66' { I ( I I Remarks: 3onng A 1 0-29 ` 10YR 4/3 --- s �>af r cv 61f 0 .6 M a i 29 - 52LOYR 5/6 Isfl 13a-csbk fi B2 52 -70 7.5YR 3 / 4 sl Ilcs 10.4 0.5 QQWW tom. R 70 -76 IOYR 8/3 lit q .. l it ""' _ 70" Remarks: JAM M 3 Q FL1iM R' (7 425 -:83t CGCt?'1 QI NC CO . 113 'MM WALNUT S:.. NVM FAU& " SO - Tuesday, August 09, 2005 (2).max � a i � i i � I i � � � � � � 1 �— - - �- � - -�- �� - -- i fi I r i �� II q .r I i ! �, r T i 3. i __. � � .__._. ._ . - i __ -. I I 1 I ._ -- -- - - �� -- ��► -� I _ - i t i ..0 I + ± - __...- - -- -- � - -�- - -- - - -- � - i � - - - - -� _ - - - -- � - t - -- }__ � I.l� ( II ;__ ,� � � � -- _.- - -- - - - -' -�- t � ' � l - - - - r �- i � t " ... � Y ,, � � �I �� �..._ I i - t - - -- � - - - - --- �----�- i �- - �- -- - - -_ l l 1 �_i __. �_ �- -� -� - - -- - -a -- I i � r I � � I I � i �, �� � � � ,. ,- \Alcons,n Decarm'Ont or Inalls«y. SOIL AND SITE EVALUATION REPORT Page L of I Labor and Human AelauOns Oiwswn of S,alen s ew+kn9s in accord with ILHR 83.05. Wis. Adm. Code a COUNTY Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but ST. CROIX not limited to vertical and horizontal reference point (BM), direction and % of slope, scale or PARC I.C. 0 dimensioned, north arrow, and location and distance to nearest ro ad. REVIEWED BY OATS APPLICANT INFORMATION — PLEASE PRINT AL R �►EFW PROPERTY OWNER: rlr P „ TY LOcAnON E 1/2S 24T 28 NR 20 W TOM RUEMMELE & JOHN AND BARB R C GO1rT 114 a 1 /2S I9T 29 NR 19 - s4ertW E PROPERTY OWNEA':S MAILING ADDRESS F ,Q fJ� LOT SU80. NAME OR CSM a 260 COUNTY ROAD F F 3 _ TROY VILLAGE CITY, STATE ZIP CODE NUM86T C CI ILLAGE MrOWN NEAREST ROAD HUDSON W 54016 ( ik TR ° t. '412 NAV New Construction Use ( j Residen%W ! Num �t s E 4 ' ( ( Addition to existing building j ] Replacement (( Public or commerdal Cade derived daffy n 600 gpd Recommended design loading rate bed. gpolft2 _ trench. gpdM Absorption area required 00 bed. tt trench, 9 Maximum design loading rate D . _ bed, gpd1It D . 6 trench, gpde Recommended infiltration surface elevation(s) BY DESIGNER ft (as referred to site plan benchmark) Addidanal design 1 site considerations 46 eve re S e 1C:'iy --Ze 3 Parent mate" I5 '��LL Z Pw1 —.0A11 re Rood plain eWvation, it applicable N/A It S a Suitable for system CONVENTIONAL MOUNO IN-GROUND PRESSURE AT -GRADE SYSTEM IN FILL HOLDING TAM( U= Unsuitable for system O S ® U I a s O U Os ZU CS Z U( O S au I D SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consownce Bour%laN Roots GPD /ft in. Munsell Qu. S+z. Cont. Color Gr. Sz. Sh. Bed Tienc�t A 0 -32 10YR 4/3 - -- sl 2m —csbk mfr Lyw 2vf—f 0.5 10.6 100;1 B1 32 -58 10YR 5/6 - -- sit 3msbk mfi cw 1v Ground BZ 1 58-66 7.5YR 4/4 - -- 5ZS1 . 1csbk mfr cs of 0.4 10.5 elev. q R 1 66-70 IOYR 8/3 - -- lms t - -- --- --- -- - -- - -- Depth to limiting factor 66" Remarks: Boring # A 1 0-29 IOYR 4/3 - -- sl 2m— mfr cw 2vf D.5 0.6 19W B1 1 29-52 IOYR 5/6 - -- sil 3m —csbk mfi aw :., S EE M :. B2 1 52-70 7.5YR 3/4 - -- sl 11csbk mfr ew I 1 0.4 0.5 Ground elev. R 1 70-76 IOYR 8/3 - -- lmst - -- - -- - -- - -- -- - -- 9 16. I ft. Depth to limiting factor 10" Remarks: FNunw.—Aswis Pritc JAMES D. FILKINS R ' 01 « (716) 42S -7631 OGDEN ENGINEERING CO., 113 WEST WALNUT ST., RIVER FALLS, WI 54022 1 � 0L Dam '¢ le 9 7 CSTM03988 PROPER" OWNER SOIL OESCRIPTION REPORT Page Z of _ 3 PARCEL 1.D. i } OepUt in. Munsell Cu. o Dominant Calor Moores Structure Roots GPO /ft� FHonzon+ 1 ( Texture I I Cavmencel 6w=V C a Cns Color Gr. Sz. Stt. r Boring # A 0 -17 10YR 4/3 - -- sil 2m -csbk fr i gw of -f 0 B1 17 -37 10YR 5/6 - -- sil 2msbk nfr w of -f 10.5 0.6 B2 37 -44 7.5YR 4/4 - -- Sl �lcsbk nfr s lvf 0.4 0.5 Ground elev. R 44 -48 10YR 8/3 - -- lmst - -- - -- - -- -- - -- - -- 916 Eft. Depth to limiting factor 44" Remarks: -- Boring # Ground elev. ft. OMM to limning factor Remarks: Boring I I I i L Ground elev. Depth to limiting factor Remarks: Boring # Ground elev. It 0ep>rt to RMIfing faces I Remarks: gg0a'tS0lii.ot3IDZ) I R w PAGE 3OF3 SITE PLAN I i I LoT 3� SCALE: 1 " = 40' f 3 E�sE�E,y7- � I I oT 3� W I � _ o 0 o a 1 i M I 0 G _ 1 1 NOTES: PROVIDE MINIMUM OF 2' SAND BETWEEN BOTTOM OF BED AND EXISTING GROUND. MOUND TO BE A MINIMUM OF: 25' FROM DWELLING: 50' FROM WELL; 5' FROM LOT LINE. OGDEN ENGINEERING CO. JAMES P. FILKINS, CSTM03988 Civil Engineers & Land Surveyors 113 W. Walnut St. River Falls, WI 54022 DATE: 425.7631 Wisconsin Devartnvint oc Industrf SOIL AND SITE EVALUATION REPORT Page L of I labor and'Human Reiauons Oiv,swn o /Sjoly s 8uddings in accord with ILHR 83.05, WiS. Adm. Code COUNiY Attach complete site plan an paper not less than 8 1/ i e 9. Plan must include, but A RCEL I.O. . CRO not firmed to vertical and horizontal reference po ( of slope, scale or PA dimensioned, north arrow, and location and di near ro 6 , APPLICANT INFORMATION- PLEASE T ALR TI REVIEWED BY OATS PROPERTY OWNER: -- PERTY LOCATION E 1/2S 24T 28 NR 20 W ..' AP 3 1997 LOT 4W 1/2S 19T 29 R 19 - 64w) w TOM RUEMMELE & JOHN AND U EMMELE PROPERTY OWNER':S MMUNG ADDRESS COUNTY -9E9C4Ht SUBO. NAME OR CSM a 260 COU V -I' NTY ROAD F 35 1 TROY VILLAGE CITY, STATE ZIP CoOE �NUMG CIT Y ILLAGE OWN NEAREST ROAD HUDSON W 54016 TROY 6r AgANS '►R uAY ptJ New Canst XMW Use PC I Residential /Number of s 4 ( Addition to existing building Replacement ( J Public or commercial describe Code derived daily flow 600 gpd Recommended design loading rate ed. gpd/ft — trench. gpdM Absorption area required OD bed. ft SvD trench, ft Maximum design loading rate p, 5 bed. 9Pd1ft O • L trench, gpdM Recommended infilfton surface eievation(s) BY DESIGNER ft (as referred to site plan benchmark) Additional design / site considerations NO f� s D� /a y Ze 3 Parent material Rood plain elevation, if applicable N/A ft S - Suitable for system CONVENTIONAL MOUND IN- GROUND PRESSURE AT -GRADE SYSTEM IN FLL HOLDING TANK 0 u. Unsuitable for system I s CZ u as O u I 0S Z u O s ®u O S Iau 10 s o u SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Moines Structure GPD /ft in. Munsell p Sz. ConL color Texture Gr. Sz. Sh. Consistence ROOD Bed Trench A 0 -32 lOYR 4/3 - -- sl 2m -csbk mfr of -f 0.5 �0.6 100: <. Lm B1 32 -58 lOYR 5/6 - -- sil 3msbk mfi cw v Ground B2 1 58-66 7.5YR 4/4 - -- 2SI lcsbk mfr cs of 0.4 0.5 elev. 9 R 66 -70 lOYR 8/3 - -- lmst - -- - -- - -- -- - -- - -- Depth to limiting factor Remarks: Boring # 2vf A 1 0-29 lOYR 4/3 - -- sl - mfr cw k .5 0.6 '19f:< B1 1 29-52 lOYR 5/6 ' �� c �� z j��''+,'., - -- sil 3m -csbk mfi B2 1 52-70 7.5YR 3/4 - -- sl lcsbk mfr 0.4 0.5 Ground elev. R 70 -76 lOYR 8/3 - -- lmst - -- - -- - -- - -- -- - -- 9 16. 1 ft. Depth to limiting factor 70„ - Remarks: Eftne—Please PM jAMES D. FILKWS P1=Q (715) 425 -7631 OGDEN ENGINEERING CO., 113 WEST WALNUT ST., RIVER FALLS. WI 54022 r Oate *1 1 1 '15P 7 CSTM03988 PROPERTY OWNER SOIL DESCRIPTION REPORT Page 2 of �_ PARCEL 1.0. rf • Oeptn Oominant Color Moines Texture I Structure I � Roots GP0 /tt,- FnHOzon in. Munsell 14u. SL Corn Color Gr. Sz. Sh. T Boring # S3. 1 2m—csbk fr w of —f 0 0 A 0 -17 10YR 4/3 - -- 191 B1 17 -37 10YR 5/6 - -- sil 2msbk mfr w of —f 0.5 0.6 B2 37 -44 7.5YR 4/4 - -- 1 lcsbk mfr s of 0.4 0.5 Ground elev. R 44 -48 10YR 8/3 - -- lmst - -- - -- - -- -- - -- 9 Depth to limiting factor 44" Remarks: — Bonng # Ground elm. ft. 0000 limning factor Remarks: Boring # I I I I ! I i L Ground elew. ft Depth to Witting factor Remarks: Boring # Ground elev. ft Depth to lift rig facto I Remarks: SBD�.1SOrf1.06NZ! PAGE 3OF3 SITE PLAN I i DoT SCALE: 1" = 40' ' � I DoT 3� � I � o � I h M o � l G I � NOTES: PROVIDE MINIMUM OF 2' SAND BETWEEN BOTTOM OF BED AND EXISTING GROUND. ' MOUND TO BE A MINIMUM OF: 25' FROM DWELLING: 50' FROM WELL; 5' FROM LOT LINE. OGDEN ENGINEERING CO. JAMS D. FILKINS, CSTM03988 Civil Engineers & Land Surveyors l,1,02 113 V1'. Waln (715 t ) 425 River -7631 S. WI 54022 DATE: I JepartmentofCommerce SOIL EVALUATION REPORT Page \ of 3 Safety and Buildings in accordance with Comm 85, Wis. Adm. Code n complete site plan on paper not less than 8 1/2 x 11 inches iri size. Plan must County Jude, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. y Q \Zy'1 - S U - 0O Please print all information. Reviewed by Date Personal information you provide may be u ,v_ ' w, s. 15.04 (1) (m)). I Property Owner KMEIVE Property Location pC�Z �11V G k3 N1 � S Ger�el S L 1/4 5E 1/4 S 24 T Z �' N R � V E (o s Mailing Address W Property Owner's A �' 2 04 L # Bl # Name or , S Z�S n�� /�,� �z�� N CSM# , 2 Z0 ot 3 lock S - ! Subd. N V t City State Zip Co h ZONING OFFICE -❑ city ❑Village [Town Nearest Road S `Lt,._,Z �'R ►�1 tj S S T �Zp ST, flr e—s New Construction Use: S Residential / Number of bedrooms _�_ Code derived design flow rate n GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material � "r1 LL / U �µ� T i= Flood Plain elevation if applicable N P, ft General comments and recommendations uU j k&j� c� 'x S k4 ' S -M l SU-n 0�,j Ck�I-L . Boring # ❑ Boring �( ® pit Ground surface elev. Q b Z ft. Depth to limiting factor Z 7 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD,' i ftl n. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 'Eff#2 3 t Z S' L ? `FS ��rt 1 vti +/ C � Z • G • � Z 0. -Z� toga Ib — si zwtsbk rn`Ft- eg l� 5 � ` V 3 Z� - 1012 C3 LS�R - - • u . 0 i Boring # ❑ Boring 1 ` i Pit Ground surface elev. U Z ft limiting 3 S De th to p factor in. Soil Application o pp (cation Rate i Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 7 Eff#2 0 - F3 \%-j 3!Z - s�1 2`�sbk ` Kn cw Z4� •S Z - � 1 0 'l 2 - 3 1b ! 0`jp q/6 - S c 1 ZvnSbZ M `�1 - CW • b i ' 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 (Please Print) Signature CST Number Arthur L. Wegerer - 1 Oy - �L Z 220254 Ad dress g e g e r e r. S o i 1 Testing & Design Service Date Evaluation Conducted Telephone Number 421 W. Hain St. River Falls, UI 54022 LJ—� -0� 715 -425 -0165 Property Owner ER VnrZ (, Q GNik V M E–t Parcel ID # Page Z of Boring # ❑ Boring n ® pit Ground surface elev. �'q ft. Depth to limiting factor Z �' in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /11 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 t o `1C� 3 ►2 — s 1 Z4'3 Z -�� �oHR31b _ s i 1 Zwlsbk w�f►� CV-j 1� 26- ��Y1VZ- 3 c oN s 1 ") t Q �Y-� Q s s wl LET F-1 Boring # ❑ Boring ❑ 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 /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 F Boring # ❑ Boring ❑ 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 /ft in. Munseli Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 s • Effluent #1 = BOD > 30 < 220 mg /L and TSS >30 < 150 mg /L • Effluent #2 = BOD, < 30 mg /L and TSS < 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) ' it . PLOT PLAiT Paae 3 of 3 Scale 1' =5p' I L) vz co ,° N f i �_ 98 i s Q -- - -- l 0 � r �S 36 �" 1R-ON PIp� 715- 425 -0165 220254 p _� y lZ CST Signature Date Telephone ado. CST No. Job X70. y �"'► J Ad, 129 ACRES t.Ot3 . 3 44170 S.F. _ 1 .310 At�E'�, +� 1 .CM A OWS I -OM ACRES j L ` n 6` 46 M , r / ACM x 167 �' # ��. . h „rop a r7 * �, .,• y �i �`f� � � � y h �7F^ r S.F. � y r ^ �' 7 F������� / ' •r -� .� Al Jay t 7 f Yf k r 7yk q d Z 3 I t r SYSTEM CROSS SECTION MAN HOLE INSPECTION PIPE GRADE 915.0 12501GAL ZABEL FILTER SYSTEM ELEV. 911,75 12 BIO DEF 75' d 1250/0 D 12 BIO DEFU§E 12 B10 DEFUSER CHAMBERS , ,-n 12 B10 DEFUSER CHAMBERS a SW % NE 24 T ,?.$_NA 2WE LC)T 35 BL_, SUB TROY BURNE C O Y O ---TROY r--- - atz,�s POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page 1 of 2 FILE INFORMATION SYSTEM SPECIFICATIONS O wrw SHAWN & ELAINE KNODT Septic Tank Capacity 0 NA Permit i yl l _ Septic Tank Manufacturer 0 NA DESI(;N PARAMETERS Effluent Filter Manufacturer O NA Number of Bedrooms 0 NA Effluent Filter Model 0 NA Number of Pubic Facility Units 7 Pump Tank Capacity al O NA Estimated flow iaverage) gal/day Pump Tank Manufacturer 0 NA Design flow {peak), (Estimated x 1.5) gal/d Pump Manufacturer 0 NA Soil Application Rate aUd fft' Pump Model O NA S> hnfkeent/Effluent Quality Monthly average" Pretreatment Unit J"A Fats, ON S Grease IFOG) :530 mg/L 0 SandlGravel Fitter 0 Peat Fitter Biochemical Oxygen Demand (BOD 5220 mg /L 0 NA 0 Mechanical Aeration 0 Wetland i. Total Suspended Solids (TSS) 5950 mg /L a Disinfection 0 Other. Pretreated Effluent Quality Monthly average Dispersal CON(s) - : 0 NA In-Ground I ressurized) - Ground (ravity) O I p 530 /l 9 BOD Mg /L Oxygen Demand ( �) } Total Suspended Solids (TSS) 530 mg/L 0 NA 10 At-Grade Mound Fecal Coiform Igeometric mean) 59 0 cfu /100ml 0 Drip -Line 0 Other: other XN Maum Effluent Particle Size Y in dia. 0 NA xim Other: JINA Other. #'); NA Other A�NA t Vakm typiesl to domestic westsumer and septic tank eft ism MAINTENANCE SCHEDULE Servloe Event Service Frequency 0 rnonth(s) 0 NA Inspect condition of tank(s) At least once every: 3 19 ear(sl Pump out contents of tank(s) When combined sludge and scum equals one-third (Y of tank volume 0 NA 0 month(s) D NA Inspect dispersal cell(s) At least ones every. 3 yearls) At lest once every: 0 monthls) 0 NA Clean effluent fitter ery: 1 - 2 5PPlear(s) 0 months) 0 NA Inspect pump, pump controls & alarm At least once every: 0 year(s) 0 monthis) 0 NA Flush laterals and pressure test At least once ever!►: 0 year(s) 0 monthis) !])yA Other: At least once every: 0 years) Other. e&NA MAINTENANCE INSTRUCTIONS and dispersal cells shall be made by an individual carrying one of the following licenses or certifications: Inspections of tanks p Master Plumber, Master Plumber Restricted Sewer; POWTS inspector; POWTS Maintainer; Septage Servicing Operator. Tank inspections must include a visual inspection of the tanks) to identify any missing or broken hardware, identify any tracks or leaks, back u or po nding of effluent on the ground surface- measure the volume of combined sludge and scum and to check for any p per 9 The dispersal call(s) shall be visually inspected to check the effluent levels In the observation pipes and to check for any ponding of effluent on the ground surface. The ponding of effluent on the ground surface may indicate a failing condition and requires the immediate notification of the local regulatory authority. um in an tank e q uals one -third ( or more of the tank volume, the entire When the combined accumulation of sledge and scum y eq Y) a contents of the tank shall be removed by a Septage Servicing Operator and disposed of to accordance with chapter NR 113, Wisconsin Administrative Code. All other services, including but not limited to the servicing of effluent fikers, mechanical or pressurized components, pretreatment units, and any servicing at intervals of 512 months, shall be performed by a certified POWTS Maintainer. f of service event. the local hat authority within 10 days of completion any A service of shall be provided to regulatory ts'MW (41011 03115/2005 1E:54 7153811944 COLEMAN HOMES INC PAGE 01101 i ' OWNW HIP / �l►{Y/ os m w .. ' OwatY HA & 1 E KNOW r .S R GC T N 55'115 273 ST. ANNE$ PARKWAY Nam�bet (M .� 47- ckostdb MU t P I& M da m fim W N V ! -24 T 2g . 20 W, Tom d£? -=•— TROY SURNE VILLAGE Lat - -�""�"'•' Via D" # volme - - ft� 2 1, MOP S3 yes ! no , you or esulre•++E aiiinea �ad'�► _ 71 a as toademtcb !� a"m !ideeedds faedwm !13 ate l e � ay �C ' ° amd�eel�s�eeti�pedln�ud .�' M �" 3yy�,medt�Pi�oottta� C�cd ,�y0retofG�� a�iteewiAtia'� • tlrayaurwrgti�aaF►helem�'oea�i�asd limed taft dgmad�lltedaas�dpe7l►� �+• simaTm or off nATR of t (rw* diet as fanm az ft the beat afor (a4 I (WO (+" d1D e the paopaiy d shore. br+a erf a dud eee�edetl is der aE Deeds Od1x. ++�+++ Aat iell+enetlar4tinu Is r olodsnye i0te> !l ttieied btdby dw 1 1 sg •* t wimb wltb 06 ap0 dtlw a mod aum* dead feem do PAMOK of Do@& *Me t a ""of the o ennre� lfeaf s b' w& io s t weecaebt deed �r- 3r 6f2)m366 'U. 2 8 y 3 P 5 U 2 STATE BAR OF WISCONSIN FORM 2 - 1998 REGISTER OF DEEDS WARRANTY DEED ST. CROIX CO., MI Uoc'unentN'm'ber RECEIVED FOR RECORD This Deed, made between 07/15/2005 08:30AN Troy Development Cor ration, a Minnesota Corporation MARR z� #EED �+ Grantor, 0 I and awn El ai ne ne M . Knodt REG FEE: 11.00 TRAITS FEE: 329.70 COPY FEE: �j CC FEE: 1• Grantee. PAGES. 1 i j Grantor for a valuable consideration, conveys and warrants to Grantee the following 1� descri al estate in 5t . Croix County, State of Wisconsin: •' Area IJo : ;3 5 of the Piat of Troy Village 1st , ire:. - :..::_ =::L.: •_:: - _ -= Add on in the Town of Troy, St. Croix County, Name and Rehr, Addrep i i Wisconsin. Shawn M. & Elaine M. Knodt Subject to Declarations of Covenants, Conditions and 754 Sterling Court 04 Restrictions for Troy Village, recorded in Vol. 1241, Mahtomedi, MN 55115 Page 256, as Doc. No. 559964, and the Declaration of Golf Course Covenants, Conditions and Basements. recorded in Vol. 1241, Page 301, as Doc. No. 559969, all as appearing in the office of the Register of needs 040 1247 - 50 - 000 for St. Croix County, Wisconsin, and such other Peroel Idenliffos" n Number F" 11 ' easements, restrictions and reservations of record, This is not homestead property. !+ or in use, and the "Buyer" obligations contained ixi (13) (13 not) tl the Purchase Agreement for this lot. >! y •S !i 1' i Exceptions to warranties: 1, Dated this 13th day of July 2005 j (SEAL) (SEAL) j i� Richard Halup z Vice - President ' Troy Development Corporation �! (SEAL) (SEAL•) it . � r AUTHENTICATION ACKNOWLEDGMENT !� 5�) Minnesota 't State of Wtacosr in. Anoka Count' J day of Personally before me this 13th day of authenticated this ju�y 2005 the aboYa namad j R ichard a uptzgk Vice - President Troy Devel ent Corporation TITLE: MEMBER STATE BAR OF WISCONSIN to j (If not me known to be the person who executed the foregoing authorized by 5706.06. Wis. Stats.) ir m the same. Ij THIS INSTRUMENT WAS DRAFTED BY `�' v "'�� a' tlI ! ! iI4 ' TROY DS.VkLeOPHMSIT CORPORATION + Carrie A. Albrecht j ' Notary Pubtic, State ef.•l I-aa abi -Anoka County, Minn. ! Charles S. Cook, President My commission is Permanent. (Ir riot. state axplration date: 11 January 31st 2010 " (Slgnatia es tray be authenticated or acknowledged. Both are not fi riecessar'y.) !1 • Names ar pagww .W dnii in any mpaelgq must be rypad or printed bale - ttwk si Wura. STATR BAR OF WISCONSIN wk—nein t.e *Blank oe.. NO. 1 WARRANTY DEED FORM Na 2 - 1988 aleweeltae ! CABBIE A ALBRECHT "WNff PU0W- W164WTA Ily Coln W Mst 61Orm jvL 81. aM � � � � � — �� ,, • 1 1 �, � r' �1�L�,� r' � ' 1 ! L165 do IF r ♦ Q r ♦ _ � fir � � � 1 ♦/ b � r + 1 � t ` ` \ 0•��• . I .ter I 1 1 1 1 6 0119 / 1 1 �1 ; 4; ' ji ♦' / E / _ d 94 J* / Of 3 �18 — t / g3i 4 of kl o ♦ ♦ 19S Jo ti I I ,♦ ✓O / / ♦ / do 'I I JF 1 / ' J, '� of OF 59+35 �� �.�3 �° , / / /// �'►. %-1 / -- t , a � 9 41 f -ft Jo - .. "' -__`` �,` I I �� •rte+ -1 ✓/ do ` lob o Tuesday, August 09, 2005 (2).max �y k a . � i Ar .�_. XU ov r • f' r} x �«" t r• k. ry — } S 'r ' sT" 'i� �, + 4 r +r ➢ y�'�,- � � i':!'� a 4 i �.t i� - t �¢ + r. s 'S � t t 5 • � �. 4 9 ,ti .r''�1