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I 4+ 4 d € a 3 a ` a tt �Iv l �1 A 0CL2 U)i U Parcel #: 030 - 2039 -30 -000 04/07/2005 12:14 PM PAGE 1 OF 1 Alt. Parcel #: 25.30.20.484B 030 - TOWN OF SAINT JOSEPH Current ' X: ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): * = Current Owner * WOODWARD, JOHN JOHN WOODWARD 2727 64TH ST E INVER GROVE HTS MN 55076 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description * 234 CTY RD E SC 2611 SCH D OF HUDSON SP 1700 WITC Legal Description: Acres: 3.220 Plat: N/A -NOT AVAILABLE SEC 25 T30N R20W PT E1/2 NW1 /4 FORMERLY Block/Condo Bldg: LOT 3 CSM 9/2487 FORMERLY LOT 5 CSM M 10/2898 (ADD'L Tract(s): (Sec- Twn -Rng 40 114 160 1/4) HISTORIE LC- 598/452 1- 868/402 25- 30N -20W QC-871/33 Notes: �, (_ I� Parcel History: Date Doc # Vol /Page Type 05/27/2003 722891 2253/140 EZ -U 12/13/1999 615447 1478/09 WD 09/24/1999 610933 1458/478 QC 06/26/1998 581896 1335/353 WD more 2004 SUMMARY Bill #: Fair Market Value: Assessed with: 6053 175,600 Valuations Last Changed: 07/09/2004 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 3.220 95,400 77,400 172,800 NO Totals for 2004: General Property 3.220 95,400 77,400 172,800 Woodland 0.000 0 0 Totals for 2003: General Property 3.220 56,100 68,800 124,900 Woodland 0.000 0 0 Lottery Credit Claim Count: 0 Certification Date: Batch #: Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 "Nisconsin Department of Industry SOIL AND SITE EVALUATION Labor and Human Relations Page _ 1 of 3 Division of Safety and Buildings i accordance with s. ILHR 83.09, Wis. Adm. Code r- Attach complete site plan on paper not less �A /2 x 11 ' ches in size. 1?lan must County include, but not limited to: vertical and ho n ref o �j{BM), dire" 'on and St. C r o i x percent slope, scale or dimensions, nort and I � tlidistance ta, arest road. Parcel I.D. # , ` dtea- ady�v- Yd APPLICANT INFORMATION - eiflfif all I»fdrhftion Reviewed by Date Personal information you provide may be used ndary puvacy Law, s: -1 4 (1) (m)). Property Owner Property Location Michael Dickerson el V Govt. Lot 8e 1 /4 1/4,S 25 T30 N,R1 E(or) Property Owner's Mailing Address Lot # Block Subd. Name or CSM# 234 County Trunk. E I e.'SrAl tlnll /d P9 28�3 City State Zip Code Phone Number ❑ City ❑ Village R] Town Nearest Road Houlton WI 54081 (715 )549 -5827 St. Joseph Co Rd E ❑ New Construction Use: ® Residential / Number of bedrooms I Addition to existing building ® Replacement ❑ Public or commercial - Describe: Code derived daily flow 4 5 0 gpd Recommended design loading rate • 7 bed, gpd /ft • 8 trench, gpd /ft Absorption area required 6 _q_2 bed, ft trench, ft Maximum design loading rate • 7 bed, gpd 1ft trench, gpd /tt Recommended infiltration surface elevation(s) 95.50 ft (as referred to site plan benchmark) Additional design /site considerations Parent material Glacial Deposit Flood plain elevation, if applicable ft S = Suitable for system Conventional Mound In- Ground Pressure AT -Grade System in Fill Holding Tank U = Unsuitable for system E� S ❑ U U S ❑ U Ei S El 1 kJ SE:1U 1:1 S El U ❑ S 12 1 U SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench 1 2 6 -72 10 r5 6 none ms osg ml -- -- .71.8 Ground elev. 98-q t. Depth to limiting factor 72 in. Remarks: Boring # 1 -8 10yr4/4 none ms osg ml gs 2f .7 .8 2 2 -72 10yr5/6 none ms os ml -- -- .7 .8 Ground elev. 9 9-4- Depth to limiting factor 72- - _in. Remarks: CST Name (Please Print) Signature Telephone No. Address Date CST Number as 7 9q d PROPERTY OWNER Michael Dickers SOIL DESCRIPTION REPORT Page 2 0f PARCEL I.D.# Boring # Horizon Depth Dominant Color Mottles Structure 2 in. Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. Consistence Boundary Roots Bed ,Trench 3 1 0 -10 10 r4 4 no ms osq ml s 2f .7 A Ground elev. 9 get. , Depth to limiting ; factor 7 9 in. Remarks: Boring # , Ground elev. ft. Depth to limiting factor in. Remarks: Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench Boring # ; Ground elev. ft. Depth to limiting factor in. Remarks: Boring # Ground elev. ft. Depth to limiting factor in. Remarks: SBDW -8330 (R. 08/95) ti O v o Ll y t s � � v CZ ro i ty e7. ' r Woomsin DepaMnent of Cornmerce PRIVATE SEWAGE SYSTEM C ount y : safety and Buildings Onnsan INSPECTION REPORT St. Croix GENERAL INFORMATION (ATTACH TO PERMIT) Sanitary Permit No.: Pernal inf(X=*M you provice may be used for secondary purposes [Privacy Law. x.15.04 (1)(m)). 17 so P Ho r' Name: ❑ City Village Town of: State Plan 10 No.: o 1 5 0 0e Ann i St. Joseph Township CST BM Elev.; Insp. BM Elev.: BM Description: Parcel Tax 030-20 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark Dosing It. BM Aeration Bldg. Sewer Holding St/ Ht Inlet TANK SETBACK INFORMATION St/ Ht Outlet TANKTO P/L WELL BLDG. Airl to ntake ROAD Dt Inlet Air I Septic NA Dt Bottom Dosing NA Header / Man. Aeration NA Dist. Pipe Holding Bot. System PUMP / SIPHON INFORMATION Final Grade Manufacturer Demand over Model Number GPM TDH lift Friction System TDH Ft LOSS Forcemain Length Dia. Fi Dist.Towell SOIL ABSORPTION SYSTEM No. Of Pits Inside Oia. Liquid Depth BED/TRENCH Width Length No. Trenches PIT EN I N 1 ION Manuf acturer* SYSTEM TO P / L BLDG WELL LAKE/STREAM LEACHING SETBACK CHAMBER Mo Num er: INFORMATION Ty OR UNIT System DISTRIBUTION SYSTEM Header /Mani old Oistri ution Pipe(s) x Hole Size x Hole Spacing Vent To Air Intake Length Dia. Length Dia. Spacing SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only Depth Over Depth Over xx Depth Of � xx e eded / Sodded xx Mulched Bed /Trench Center Bed /Trench Edges Topsoil Yes ❑ No ❑Yes ❑ No COMMENTS (Include code discrepancies, persons present, #1: / / Inspection #2: / Location: 234 Highway East, Houlton, WI 54082 (SE 1/4 NW 1/4 25 T30N R20W) - 253020484B -Lot 5 1.) Alt BM Description = 2.) Bldg sewer length= - amount of cover = Plan revision required? []Yes ❑ No Use other side for additional information. LLLJ Date Inspector s Signature Cert No SBO -6710 (R.3/97) r County Sanitary Permit Application ST CROIX COUNTY WISCONSIN a soo� In accord with 15.04 St. Croix County Sanitary Ordinance ZONING OFFICE Personal information you provide may be used for secondary purposes ST. CROIX COUNTY GOVERNMENT CENTER <i4 (Privacy Law. S. 15.04(1)(m)) 1101 Carmichael Road Hudson, WI 54016 -7716 (715)386 -4680 Fax (715)386-4686 Attach complete plans for the syste n Qap flvt less�Uiali x 11 inches in size. County Sanitary Permit # ❑ Check ' 0 , reM fon to*evious appli on Op ( t. Application Information - Please Print all Information J Location: Property Owner Name. P ►tY J .i f v �9 r�4 L �O � D O � �� F- 1/4 � 114, Sec .7 J q U ST OPIaX - T N, R Z 11 (or) W y Property Owner's Mailing Address ti 7ONWGOF CE � �. / Lot Number Block Number Ci ty, State Zip Code Phone Numee Subdivision Name or CSM Number A �Av kpai . I1/+/ . SS 0 76 &5 1 - ys o y -20 cS M / M o olf 3 U% for it Type of Building: (check one) Z - [pity ❑Village Town of K 1 or 2 Family Dwelling - No. of Bedrooms: S r, S � C3 Public/Commercial (describe use): - 7 ❑ State -owned Nearest Road Y 11. Type of Permit: (Check only one box on line A. Check box on line B If applicable) / r Parcel Tax Number(s) A) 1.iY) Repair 2. ❑ Reconnection 3. ❑Non - plumbing 4. ❑ Rejuvenation 0 30 ,2o 3 Y. 30 . 0 0-U0 ([� Sanitation B) SEir Permit Number Dale Issued ❑ State Sanitary Permit was previously issued iV. Type of POWT System: (Check all that apply) ( Non- pressurized In- ground * t1 �W,4l ❑ Mound ❑ Sand Filter ❑ Constructed Welland ❑ Pressurized In- ground ❑. Holding Tank ❑ Single Pass ❑ Drip Line ❑ At -grade ❑ Aerobic Treatment Unit ❑ Recirculating ❑ Other V. Dispersai/Treatment Area Information: 1. Design Flow (gpd) 2. Dispersal Area 3. Dispersal Area 4. Soil Application Rate 5. Percolation Rate 6. System Elevation 7. Final Grade Required Proposed (Gals. /day /sq.ft.) (Min./inch) e G y ff Elevation / VI. Tank Information Capatcty in Gallons Total # of Manufacturer Prefab Site Con- Steel Fiber- Plastic New Existing Gallons Tanks Concrete strutted glass Tanks Tanks 2 Z . 16wo /Cym 1 ❑ K ❑ ❑ ❑ ❑ ❑ ❑ VII. Responsibility Statement t, the undersigned, assume responsibility for repair/ reconnenction )uvenation/instaliabon of non - plumbing for the POWTS shown on the attached plans. A license is not required for terralift repair or the installation of non - plumbing sanitation system. Plumber's Name (print) Plu ers Signatur (o stamps): �+iP/MPRS No. Business Phone Number Rnt3�RT` 2 375 7 • S , Plumber's Address (Street, City, State, Zip Code) (5 or iv�rL Vlil. County Use Only Disapproved Sanitary Permit Fee Dale Issued Issuing Agent Signature (No stamps) � Approved Owner Given Initial Adverse d [Determination l 6 Z (0 ( IX. Conditions of Approval/Reaso for Disapproval: v per 1�U1; Q Moln k ? Grtl Uhl_Tuo!✓ Z(o1 Zoo f — t�Jo(oU rye w ,be ccldi cav►f w�i_ • lkc ek�bf+ dry l( y5' ,wuS sic ✓4 -(o 4C ik code tke c�,r I • Top of s s r'C T�J -,vim &-115 �U l•�i.� IQ,I old /h d'r-e �d 17.e �0�� jfiv / /d sT% C 6 , 2- co!-I lee - 4-i,� A> & ;, r G p cles e Ce 1 // � W 7 I�VA O�L S,7kc Z--7i' S 7 %v �— (,41 V /4 U 7() l J ( r �� 5/K / Se4n,4 4At7� ORIGINAL leeA� of- PXY Gelz6e ( AV C>f X dJ le clt Cow *& C- 7 "o " ) /"V/� Dn) WS Ulbricht & Associates Private Sewage Consultants 655 O'Neil Rd. Hudson, Wis. 54016 //oQ I ' TRI- COUNTY SANITATION INC. 10294TH STREET HUDSON, WI. 54016 Phone 715/.386-2130 - Fax 715x- e&2231 June 19, 2001 Rod Eslinger Zoning Specialist St. Croix County Dear Mr. Eslinger, As noted in my May 21, 2001 letter there was a repair done to the septic system at Mr. W000dward property of 234 Cty. Rd. E. Part of that repair was cleaning out the drywell. This involved removing the dirt from the top of the drywell, taking off two of the cement slabs, and entering the drywell. This is not a precast drywell, I would describe it as a "laid up" drywell where four blocks come together a corner of each was left out forming a window. Upon entering the drywell it was noted that a large amount of roots had coated the inside surface. These first were cut and aloud to fall to the bottom of the drywell. At that point it was noted that the most of the holes were also plugged, so using a three thousand psi pressure washer, with about a two foot wand, the remaining roots and slug were cleaned out of these holes. The idea was to clean the biomat out of the way to allow the effluent to seep into the ground. The wand was inserted in the windows to clean out them out. The water from the pressure washer along with all the debris from the drywell was is sucked into my pumper as I am cleaning out the holes. This is a process that I have done to other drywell systems in an attempt to rejuvenate them. I have had very good success with this process and felt confident it would work here. It usually works better on drywell systems not surrounded by sewer rock. Thank you for your help in clearing up the problems with this property. Please feel free to call if I have left any questions unanswered. Ben Morgan Tri- County Sanitation s, 7jv �o�,��-ss : 2 y c? /VD • Wisconsin Department of Commerce SOIL EVALUATION REPORT Page / of Z Division f o Safety and Buildings 9 in accordance with Comm 85, Wis. Adm. Code County _4 7 Attach complete site plan on paper not less than 8 112 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. �3� • -403j? , �D percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all Information. Re we by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). 16/4A/ Property Owner Property Location 1 � 7 o 14;Q lJ 00Dw;t)eD Govt. Lot 5 6, 1/4 1/4 S T N R E(o W Property Owner's Mailing Ad Lot # Block # Subd. Name or CSM# &'Y9 57 5 y�y�3 �sM�o1�y3 !/0/ �o, �Of. z�f� L 2- - 7 - -) -7 State Zip Code Phone Number El City ❑ Village Town Nearest Road NU AO SS 0-7 ( fo5� • yS0. s T • T OS S !v ftw Y. E ❑ New Construction User Residential / Number of bedrooms a - 3 Code derived design flow rate O GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material 10,5 01*rR S�,uj� pJ�rlJ� f Flood Plain elevation if applicable ti g, General comments / and recommendations: �x� S �'jN G . ��Qyw eye C s �s � �D s �9 5� ��S�LT"S/ S ►/srf"� ? 3 fr• &I w © Boring# ❑ Boring ��• 3z T/S JK 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 / 0.9 1 z 3 Gj 41 C<J 17 . Z• YX 31 — f v G 5 /,ti„ S, c uJ • 7 �• 2_ o S eg ^v-gd %7,4*1 F -1 Boring # ❑ Boring t 5 L ❑ 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 'Effluent #1 - BOD > 30 < 220 mg/L and TSS >30 < 150 mg /L Effluent #2 = BOD < 30 m /L and TSS < 30 s g mg/- CST Name (Please Print) Signature CST Number , R o t3E P- r u 1 bk c( zZce 3 7 5 Address Date Evaluation Telephon Numb n ht & Associates ants �II Pdv-' c�-O 7�s'J d • Q !d s 655 O'Neil Rd. Hudson, Wis. 54016 Aqv r 13 - /1.5 XEolleepl ©,PU 1 7 ST rY/ ot trX / 77,V6 -- OR)R,v Property Owner Parcel ID # ❑ Boring # Boring Page of ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Horizon Depth Dominant Color Redox Description Texture Structure Consistence Bounda Roots Soil Application Rate in. Munsell ry GPD /ft Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 • Eff#2 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Horizon Depth Dominant Color Redox Description Texture Structure Consistence Bounda Roots Soil Application Rate In. Munsell Qu. Sz. Cont. Color ry GPD /ft Gr. Sz. Sh. •Eff #1 •Eff#2 ❑ 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 /ftz In. Munsell 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 The Department of Commerce is an equal opportunity serytce 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. SOD -8330 (R.6/00) 0 / �X ls r�vl�' s�T' ►s lam �a I (3 (3 I:EPIACEMEAJ S R # set AI?E+ (�:xiS 7-41 P s y5TA54, 133 P Q�9c�l� e P T-- ' V ►sco►in Department of Industry SOIL AND SITE EVALUATION Labor and Human Relations - Page , of Division of Safety and Buildings in accordance 1,jtlfs.. ILHA 83.0% Wis. Attach complete site plan on paper not less than 8 1/2 x 11 inches in size., ` Ian must County include, but not limited to: vertical and horizontal reference point (BMy, direction and T �` percent slope, scale or dimensions, north arrow, and location and dis*cg to nearest road. parcel I.Q. # ' a3d•zo3�'•3� -o�"v APPLICANT INFORMATION - Please print all informs Pion. r . ` Reef by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 Zen Property Owner q / Property Location, •.s' ,. J _ �, A sso & -,} T� f � mtv & ,41 [� . .Govt.' Lot i ` 1/4 NW 1 /4,S Z7 C T 3' O ,N,R 2-0 E (or) W Property Owner's Mailing Address Lot # 1 lock# Subd. Name or CSM# �? d . a o zz �'�.5' 5 el Csm /a 2 Yf � • Ya / /o . z�y City State Zip Code Phone Number Nearest Road 40/ 7-X, '757- ( ) El city ❑ Vill ge Town / L C' El New Construction Use: E- Residential / Number of bedrooms 2 ^ 3 Addition to existing building Replacement ❑ Public or commercial - Describe: /V�,� = IV49 7 Code derived daily flow yyo gpd 2 �� 2 2 Recommended design loading rate bed, gpd/ft P trench, gpd/ft Absorption area required N bed, ft 7 trench, ft Maximum design loading rate LV Zffl bed, gpd/f1 trench, gpd /ft Recommended infiltration surface elevation(s) (as referred to site plan benchmark) Additional design /site considerations 1-006- 7/ E 4!,!S 4VI MD /� A /.�O X 7 (-ST ON S L ' d A -e, Parent material .s� �t1�V fl TW /t d Ki _ Flood plain elevation, if applicable N/ ft S = Suitable for system �Conventional Mound In -Ground Pressure AT -Grade System in Fill Holding Tank U = Unsuitable for system L9 S ❑ U ❑ S U L5'S ❑ U ❑ S ;&U D'S /❑ U ❑ S SOIL DESCRIPTION REPORT Boring Horizon Depth Dominant Color Mottles Structure GPD /ft g Texture Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench (, 3 i • 1 /aYR 2 / 3 Jan w 7 : . 8 Ground 3 Z• 0 Y95 8 elev _ — Depth to ' limiting factor y - Remarks: Boring # 9-n- /Oyie L/z Ls /,>t,•t iP w , 7 OF 36 /6) Y1 Y16 CS — . S: . hw S Ground elev. b Depth to limiting factor q A--.-in. Remarks: CST Name (Please Print) Signature Tel hone No. R or3ER T - 7/5 - • 3 0 6 - e1t;>5 Address Date G' CST Number 7Y Ulbrlcht 8 Associates �3 l, ZZ-ee3 Z s rilvatu Sewa Consultants 655 O'Neil Rd. Hudson, Wis. 54016 Ne w 13 vy 'S W 0 6 D 4V A P-D 2 ?2- ,✓vii L;�dV�� ,SIN• SSl�7 CP 0.5/ • yso • 7oT/ L r PROPERTY OWNER SOIL DESCRIPTION REPORT Page Z of 3 PARCEL I.D.# 0 3 0 ' 2, 03 3 - ovvv Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots 2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench 3 :..............: - 341 10YX 3 Ground leq SL �� C 0 . S �f lev. 3 . ix d .S �bft. V4 l Depth to limiting ; factor Remarks: Boring # Ground elev. ft. Depth to limiting factor in. Remarks: Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench Boring # ; Ground elev. ft. Depth to limiting factor in. Remarks: Boring # ,r i Ground elev. ft. Depth to limiting factor in. Remarks: SBDW -8330 (R. 08/95) { i i i i J r 'Ale AM I 3� y1 T: T CL Si I o� °f ya o� 67 i NOT— St'T� 1 4AI �3 slb s - 'po ll PA �3, /a CD,uM ZE per ,v � /.� vim- r /o•v s � ���. • / ,� at, OL " RICHT & ASSOCIATES CO. 655 O'Neil Road • Hudson, WI 54016 Reg. Designers of Engineering Systems Private Sewag REcE�V e -C nsuitants 715- 386 -8185 ; �. p ` St. Croix County Zoning Dept. ;— County Courthouse p j -- 1101 Carmichael Rd. ; "A T CF�py �?(f� i t ``' Hudson, Wis. 54016 oouwN \ 1DFF • °, Attn: Mr. Rod Eslinger, Asst. Zoning Ad .r �� Re: Mr. John Woodwards property located on Hwy. E, PIN 03002039 -30 -0000, lot 5, CSM 102843, Vol.10, Pg. 2898. We were commissioned by realtors involved in the sale to conduct a complete soil and site evaluation to determine what kind of a replacement system would be required. As we understood, someone had conducted an inspection for purchase purposes that questioned the code compliance of the system. p y em. Thus, prior to closing we were hired to evaluate the site and soils to determine what kind of replacement system may be required. As noted on our report, we determined the system waS failing. This was due to two observations on site: (1) the drywell was extremely overloaded hydrolically (over 6' effluent measured), even in a home�t hat was unoccupied at the time. (2) We observed surface discharage of sewage,either from the over - loaded drywell, or from a non -code compliant leaking septic tank. We clearly indicated this legally "failing" condition on our report of Nov. 13, 1999, t o the purchaser, prior to closing. WE understand that other complaints and problems have recently occured involing other persons working on this system. If ou have an further r uestions Y questions, P lease contact t ct us. Sincerely yours, A Robert Ulbricht Licensed master plumber cc: John Woodyard Account No. 034807970200834 VDI• 10PAGE 09 SPECIAL WARRANTY DEED 615447 Return Recorded KATHLEEN H. WALSH REGISTER OF DEEDS Instrument to: U a c �� ST. CROIX CO. , WI JOHN WOODW 234 CO OAD EAST 515a lU P / t WAd f RECEIVED FOR RECORD HO ON, WISCONSIN 54082-2218 12 -13 -1999 10:00 AM Tel No.: WARRANTY DEED EXEMPT 0 CERT COPY FEE: COPY FEE: TRMSFER FEE: 270.00 Parcel Number: 30- 2039 -30 -000 PA� EESS: FEE: 34. State of WISCONSIN County of ST. CROIX KNOW ALL MEN BY THESE PRESENTS: THAT ASSOCIATES HOME EQUITY SERVICES, INC., a corporation organized under the laws of the state of New York, herein called "GRANTOR ", whose mailing address is 11 I 1 Northpoint Drive, Bldg. 4, Suite 100, Coppell, Texas 75019 -3831, for and in consideration of NINETY THOUSAND DOLLARS AND NO CENTS ($90,000.00), to it in hand paid by the party or parties identified below as GRANTEE hereunder, hereby grants, bargains, sells and conveys unto JOHN WOODWARD, herein, whether one or more, called "GRANTEE ", whose mailing address is 234 COUNTY ROAD EAST, HOULTON, WISCONSIN 54082 - 22I8, all that certain real property situated in ST. CROIX County, State of WISCONSIN, and more particularly described on EXHIBIT A attached hereto and incorporated herein by this reference. TO HAVE AND TO HOLD the above described premises, together with all and singular the rights and appurtenances thereto in any wise belonging, unto the said GRANTEE, his heirs or assigns forever. AND, subject to current taxes and other assessments, reservations in patents, and all easements, rights -of -way, encumbrances, liens, covenants, conditions, restrictions, obligations and liabilities as may appear of record, GRANTOR does hereby bind itself and its successors and assigns to warrant and forever defend all and singular the said premises unto the said GRANTEE, his heirs and assigns, against every person whomsoever lawfully claiming or to claim the same, or any part thereof, by through or under GRANTOR, but not otherwise. WITNESS our hand this 8`" day of November, A.D. 1999. ASSOCIATES HOME EQUITY SERVICES, INC. (�j?,al D. K. Lowder, Vice President ' "annua`` �ry V L 14 !SPACE 11 EXHIBIT A to SPECIAL WARRANTY DEED Property Description LOT 5, OF CERTIFIED SURVEY MAP RECORDED IN VOLUME 10 OF CERTIFIED SURVEY MAPS, PAGE 2898 AS DOCUMENT NO. 527141, BEING A PART OF THE NORTHEAST 1/4 OF THE NORTHWEST 1/4 AND PART OF THE SOUTHEAST 1/4 OF THE NORTHWEST 1/4 OF SECTION 25, TOWNSHIP 30 NORTH, RANGE 20 EAST, IN THE TOWN OF ST. JOSEPH, ST. CROIX COUNTY, WISCONSIN. FOR INFORMATIONAL PURPOSES ONLY TAX PARCEL NUMBER: 30- 2039 -30 -000 ADDRESS: 234 COUNTY ROAD EAST i I FILED KAT E H 19 95 � 6 ReD► ' 4 52'7141 C c� s m O Bearings are referenced to the ° 0 0-3 0 0 0 north line of the NW1 /4 of Section O 0) �, 25, assumed to bear S88 °49'50 "W N r O N M 0j o Uc c o. M = - r- M P. ch c. �..... C - - r- M N rf <crn X - 3 CO • ° �wl<§rn A �N o 0 M C-1 A) Ct -v w a = c'r °i a ' ry 3 p O ►i o v 00 ct - n A► Ul rh ' o a s -, O � -h 00 0 oc I r Ct 0 - I West l i n e of rt O c < 0 - h0 o > > � `< b. o o ° m ro 0 the NE>� of ' rt :r M M a -+ O N Ct c f S JI the NW% CL (A CL a rn n cv'o �...Irr. M rt o ° r e < e F 0 - 1 /0 L. O G I ..5I ( I cn rt N 0 ' 7 Ct 7 R• j ci O --- —� — — - -- a 00 cn� a N00 ° 17'12 "E : Z ;' 3 23 .08' FENCE 2' C) �- 1 , n N � c (PREVIOUSLY O \ Q 3 00 y ? / RECORDED AS EAST O I,,. 0 n hh w o_ 100, - t f�D OFF- Ir C W O ; 0 0 0 I 00 > 1-n > O N O C1 Z rh 0 0 rp 00 rt co M Ell las it CA 0. to ;`� ;" to Ct \:'� M � I 0 > M U 0' PO O N Iy 11 '40 Un l♦ O,4 o o IG) 0 r-h (— cn q 0 J o° to r* >0 O I m , bo o I m M o� N 0� o� ~• \ M 2Qi -iR'ci S00 ° 30' 17 " W 833.08' N .4 ~ M p- _ 278.9 _: 554.0 / ' m 576,81 Lo 9,92 - 849.92' w ILA ro n ast line of the NW4, Section 25 �� _ S60'01 - i W ( z rt Ln r- o m I ` 1010.84' n Fi F�• Z IC 4 _ �w,� w M0 8 = - — = o O mi P OF I (1 I i� `� �� a to M "Jt7 -- Q LA" Q i � 1 1 � r. W N IA IL L S . I _ - PG. 188 - - -- � Z I � N ir 0 M VOL. 10 PAGE 2898 — / fsVvN =_ 'd �,) 7 // —1 ,� -- , - - - - Wisconsin Department of Industry SOIL AND SITE EVALUATION 3 Labor and Human Relations Page of Division of Safety and Buildings in accordance w,iili "s: I�HR 83.09, Wis. Attach complete site plan on paper not less than 81/2 x 11 inches in side., Plan must , County,, 'v include, but not limited to: vertical and horizontal reference point (BM ;direction and , I� percent slope, scale or dimensions, north arrow, and location and dis r nce to nearest road. Parcel I. . # - 4 1 ' 03, • 26- �' • 3 0 • oaav APPLICANT INFORMATION - Please print all Inform RevipWAd by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 16.fM,(t)t(r�) FFICi _ Z_ Property Owner Property Locations �. un •VIA) G /� li C Q . G ovt. Lpt;��� 114 /VW 1/4,S 2 -5 T 3O � ,N,R zO E (or) W Property Owner's Mailing Address Lot # lock# I Subd. Name or CSM# P. 1. Q o X 2- y p(ps io z PV3 • Ya/ io P, z y . City State Zip Code Phone Number Nearest Road 9/ Tx• ?SZZ ) ❑City ❑ Vill ge Town �/� ` C ❑ New Construction Use: Residential / Number of bedrooms ^ 3 Addition to ex building Ix Replacement ❑ Public or commercial - Describe: &P I Code derived daily flow yro gpd / 2 Recommended design loading rate N �bed, gpd/ft P trench, gpd/ft Absorption area required NIA _ bed, ft ( � 7 trench, ft Maximum design loading rate bed, gpd/ft gpd /fie Recommended infiltration surface elevation(s) 3 ft (as referred to site plan benchmark) Additional design/site considerations 1-006- 0 X • S • ON SLD Parent material ! F"� V Q UTw� t Q �ci Flood plain elevation, if applicable X ft S = Suitable for system Conventional Mound In- Ground ressure AT -Grade System in Fill Holding Tank U = Unsuitable for system EE s❑ u ❑ s [$( U ❑ U ❑ � u ❑ S SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft2 in. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench ' . a /o Y ee 3 �/ LS V es - 7 ; • � Ground Z • ,0 s _ 7 • d G p elev r Depth to limiting • 3� factor /m in. v Remarks: Boring # / 19.1 /Oye 2 ./ , z- GS• /n W • 7 .. f0 Z. y le yx X/ Ground elev. qgz 61 346 A Depth to limiting f cfor 7 yin. Remarks: CST Name (Please Print) Signature Tele hone No Ro13E � i R 7 ?1/blf � - 71s • 3 e6 els>5 Address Date g CST Number Ulbilcht & Associates /Gl/l1 �J �J�/ Z e-e Z s 655 O'Neil Rd. Hudson, Wis. 54016 N fo lf,Aj 21Z Coy sT ENV R OWE 144. �5/ yso • �o�/ PROPERTY OWNER SOIL DESCRIPTION REPORT Page Z of 3 PARCEL I.D.# a a ' 20.3 5 ' 30 ' 0fiD"b y Boring # ' Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots 2 In. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench 33 o' /G /AYR z/ 3 LS /.w► S w /fi • ? Ground 10 /C 3 d X C .5 lev. loyie Depth to limiting factor Ae_in, 6(e Remarks: Boring # N ,f Ground elev. n. Depth to limiting factor in. Remarks: Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots D In. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench Boring # Ground elev. ft. Depth to limiting factor ' Remarks: Boring # Ground elev. Depth to limiting factor in. Remarks: SBDW -8330 (R. 08/95) L 8� 0 ►T,o 7-1; �SSUM�L� P �p�.D LOAD Will II � o tt -rio�v y� y1 S8 `—' ° ✓1 of 13 3 57VI P s "I S _ p.1-10A.; PA-1 /a (7) CoM1 . -may i� V �or,� 7X- ee,, ULBRICHT & ASSOCIATES CO. 655 O'Neil Road • Hudson, WI 54016 Reg. Designers of Engineering Systems 715 -356 -8185 ivate Sewa'ge�Consuttants RECEIVED C� St. Croix County Zoning Dept. cri County Courthouse } MAY 2 ZQD' w 1101 Carmichael Rd. s"" ST CADX Hudson, Wis. 54016 rP Cowry A Attn: Mr. Rod Eslinger, Asst. Zoning g Re: Mr. John Woodwards property located on Hwy. E, PIN 03002039 -30 -0000, lot 5, CSM 102843, Vol.10, Pg. 2898. We were commissioned by realtors involved in the sale to conduct a complete soil and site evaluation to determine what kind of a replacement system would be required. As we understood, someone had conducted an inspection for purchase purposes that questioned the code compliance of the system. Thus, prior to closing we were hired to evaluate the site and soils to determine what kind of replacement system may be required. As noted on our report, we determined the system waS failing. This was due to two observations on site: (1) the drywell was extremely overloaded hydrolically (over 6' effluent measured), even in a home hat was unoccupied at the time. (2) We observed surface discharage of sewage,either from the over - loaded drywell, or from a non -code compliant leaking septic tank. We clearly indicated this legally "failing" condition on our report of Nov. 13, 1_999, t o the purchaser, prior to closing. WE understand that other complaints and problems have recently occured involing other persons working on this system. If you have any further questions, please contact us. Sincerely yours, _ Robert Ulbricht Licensed master plumber cc: John Woodyard TRI40NNTY SANITATION INC. 10294TH STREET - HUDSON, WI. 54016 Phone 715r-M-2130 - Fax 715r2M2231 May 21, 2001 ' f Rod Eslinger ` _ m Zoning Specialist T St. Croix County Dear Mr. Eslinger, s � I am in receipt of your letter of May 17, regarding the property of Mr. W000dward at 234 Cty. Rd. E. There are a few inaccuracies that I would like to point out regarding my involvement with this property. I hope it will be easier if I start with my involvement with this property since Mr. Woodward owned it. I was called, and agreed to meet Mr_ Woodward at 234 Cty. Rd. E in the fall of 2000. They were having problems with the drainage from the house to what everyone thought was the septic tank. Upon arriving at the property, I observed one 4 inch pipe coming out of a tank, there was no sign of surface discharge either above or below this tank, or any sign of failure of this system. When water was run in the house, it sounded like it was coming directly into this tank. Due to this fact, I assumed it was the septic tank, and thought due to the age of the house, there was a drywell below it. I suggested that since I could hear water coming into the tank from the house, it was a problem coming out of this tank, to what I assumed would be a drywell. I suggested that this tank be excavated in order to gain access to the exit pipe, so it could either be cleaned or replaced. I also suggested that if there was a dryweH for this system, we expose it and clean out the inside. I do not remember why this was not done in the fall of 2000. I was very busy at the time and maybe ran out of good weather. On April 9 2001 Mr. Woodward called to ask when I could expose what we thought was the septic tank. I told him I could do it in a few weeks, later that evening his tenant, Mr. Greg Maier, at 234 Cty. Rd. E called because water would not drain out of the house. I went to the property at about 7:00pm., pumped out of the 4 inch pipe. Again there was no sign of surface discharge or sign of system failure. After the tank was empty I was able to create a vacuum in the tank and clear what I thought was the pipe from the house to the septic, because when I had Mr. Maier run water and flush toilets I could hear water clearly running into this tank. I did not pump anything at 234 Cty. Rd. E on April 10 2001, nor did I state that I did. I was planning to expose the tank at 234 Cty. Rd. E on the week of April 23 -27. Due to a busy schedule I was not able to do it. On April 26 2001, I again pumped out of the 4 inch pipe. Not because I was called, or due drainage problems, just to ensure that they would not have a problems before I was able to find out what was there. Mrs. Maier, did tell me that since my April 9 visit they had to call the "Clog Unboggler" to clean the pipe from the house out. I again had her run water and again could clearly hear it running into the tank. On May 2 20011 did bring my back -hoe to 234 Cty. Rd. E and first, exposed to top of the one visible tank. Upon opening this tank I could not see an exit baffle, so I dug at the back side of the tank and could not find an exit pipe. I also noted that there was no toilet paper in this tank. It was at this point I started to expose the entry pipe to this tank and as I work my way from this tank east toward the house I hooked and broke this pipe. I did not bring pipe with me nor did I plan on replacing it when I was exposing it. I did tell Mr. Woodward that this pipe might need to be replaced. About fifteen feet above what was thought to be the septic tank, I did locate a metal septic tank. This tank had plywood, then metal sables, then the original cover. This cover was in one piece, there was no discharge through this cover, and there was no discharge around this tank. When this cover was removed it was noted both baffles were on the tank. This tank had not been pumped in a very long time, due to the fact that no one knew it was there. This was why they were having drainage problems, the tank was so full of solids that the baffles kept clogging. I did pump both the metal septic tank and what turned out to be the drywell on May 2 2001. When the drywell was pumped and inspected it was noted it had a heavy mat of roots around the inside, each time I pumped the drywell, April 9, April 26, and May 2. 2001 it was full, but not surface discharging, nor did the Maiers ever mention that it was doing that. I would like to note that the frequent servicing had nothing to do with a failed septic system and out of the three times I pumped it, only one time, April 9 was the pumping to relieve water backed into the house. On may 5, 20011 did clean out the inside of this tank. On May 8, 20011 did back fill the septic tank, the pipe between the septic and drywell, and the drywell. Rod, the work that I did on 234 Cty. Rd. E was with the original intent to get him by until a new system could be installed, if necessary. On May 2, 20011 feel I did give Mr. Woodward the impression he could add the plastic tube to gain access to the septic tank, since as noted it was not accessible before this. In hindsight I would say I did this because the rest of the system appeared to be code compliant. The septic tank is 750 gallons, and the drywell appears to be about 1500 gallons, also a soil test had been done for a replacement system. Plus, as I noted throughout this letter I saw no other signs of a failed septic system. This was wrong on my part. I know there are state approved products and should have told him those had to be used. I hope this helps clear up this matter, and please feel free to call if I have left any questions unanswered. Sincerely, -M M. Ben Morgan Tri- County Sanitation Cc: John Woodward Pat Collins, Chairman, Town of St. Joseph 7; _7711 ,` 1�%�' `'fir ;�. r� > , 2�. �,�i�ry 1�G ���� //� y%r;1`�o 7 /� �i� FILED ia-10 ZOS17 130 A/bYe JUN 0 11992#- - I JAM#$ O'CONNELL 484073 a " — " 7, ":" F4ft of Deeds St Crft PA W1 CERTIFIED SURVEY MAP N v Located in the NEJ of the NWj and in part of the SEJ of the NWj all in Section 25, T30N, R20W, Town of St. Joseph, St. Croix Coun Wisconsin. - �y P LEGEND & - Aluminum County Section Monument Found co co I" Iron Pipe Found I" x 24 Iron Pipe Set, weighing 1.68 lbs. per linear foot 4. 410 = Existing Fenceline 0 0 C —1 ................. Roadway Setback Line OWNER IM-4 ) - Previously Recorded Bearing. Ken Hill C 4) C- -5 2 Rd. "Ell - CU C. co Al Houlton, 'Va 54082. NW Corner of Section 25 UNPLATTED LANDS NJ Corner of North line of the NW} M Section 25 S88 88 1291.94 A 1291.94' t 13�9 00 I 15.00 Acres Inc. R/W C Ln 653,396 Sq. ft. 00 00) 14.79 Acres Exc. R/W z 644,125 Sq. Ft. 221. 78 o , 1 1 N88 °49' 50 "E 1293.131 100 C4 OL 1266.621 26.51 �A t*, C4 15. Acr Inc. R in N 0 653,402 S Ft. CD 40 Ln I D t; 0 0 U C> W 14.67 Acr S Exc. R/W S S Ft. N 1294.31 0 /31 639,226 so CD LOT 1 Ln 40 Ln 4- CO S88049150 '16 4 00 co 0 2' 1264 . 9 1 4 Z; 29.62 0 — 01 C.S.M. IN fg ML g 0 0 , .3 : r cli 0 PINE VIEW fRAIE' V. 6, P. 1517 @8 -- -- -- ---- ---- ---- ----- A cres Inc. R/W. C, F Sq. Ft. -�l A -Cz 453 1 0o S9 c* 15.09 Acres Exc. R/W 11= CO C-4 r; Q � Al- vI LOT - <0 p., 657,358 Sq. Ft. OSHED 00 2 6 SHiO CO 11 OUSE V. 4, P 1062 25 1 02 11 W 10.00 0 IV 0 I X 01 H 9 9, 4 iyXAG N 0 AZ Z Z 4 z A10 ,,, 90• Y/�� ~sue � y� � 7C' N � \ / �.:. SCALE IN FEET 0 200 400 600 7 instrument drafted by Fran Bleskacsk Proj- No. 80-06-192 VIUME 9 PAGE 2487 1 O O M M C... OD CL c -%0 V1 o d QA o „ `� 3 d H,!m u l es- n ro �� � � i M � O � �• � �� b M h o Nj s o �= N o (7�F N N c, v, kA t. �o -y n ^ w f11 ( 1 O O Q n O a � L l Im m kA �4 fD O v C S of �p 0 T `� ro 7 7 bo mo , ro 0 3 ? Ilk u) o c� � C Ilj (n a N N b ° 0 3� 5 1 o °O ' 313 1Q, ` 'o M �\O �� t • � r-• � 7j�\ w •� �\` N� u m 3 a 3 0 0 o; a N , 2 I n � t t lu lz cw •o o -« WN W Z V4 f w c N VN � y x ^ l N ! 0 ro Ira c N � r an b . a p Z - `'► h N IA m N d v� o ^. O = -- i ro c O m ca A N 1. v n m LA 1 I� " j I N � � �o y No � I_ ................ r. p 3' � 0 a (> \ Y �o o c c r� W m a N w R S A N3 3 0^ (t -NO v1 7 ti S. e /f 5 UA (IN _ I N C vl ?tee c 3 K o' CL Ln o � � '� J CA H 1 LA O y LA o c n � L 1 2. �1 a o y c y LA p !v N N r= tA m in c LA tD O w h � G1 O C CL O c N � • � `I Y A Go ° 4 kA �1 R� a. o p y :0 o x Ts Ln ID w N ° D Z o x o \ C ' 0 a�M ( C 0 o no V 00 %A C G r . jw v LC .� 0 0 O N a n. o �+ v IL N J i P/- v 7 J o � Z /04 3 SU EST I3,4cetieE PIT$ i HOMESITE SEPTIC PLUMBING CO. 855 O'NEIL RD., HUDSON, MS. 54016 ROBERTULBRIGHT MS. MVTT7p PLUMBER LIC. NO. 3307 M.P.Al 114-IN T4' 1- n1 I_zn $ DESIGNER LIC. NO.00663 i ' � t � I I . I II �oo,O (99 4 C U4-1- S/o IV - -- i CD i svvfih. �dT Gi:v� i Z P� �• GvT c6? �r >E� tiew CD.0 s 7,PV C r- Wisconsin Department o P f industry SOIL DESLKIPTION REPORT a O. Box 7969 tety 6 79 69 ngs Division P. Labor and Human Relations p Madison, WI 53707 (Att Soil Profile Location Map - To Scale - On A Separate, Signed Sheet) page of Z ce 7>2- -� - - uttomsr Namt ovr / E valuation Date urrent lan Use or vegetative over P ent Materra t 2 - fW -s7-- �9-s Tr>~v w -> stimate a owest Groundwater eve n Ott Z 3 y r C T Y�� �vvL7o,� 4��5 Sf'o8 2- >. /0 8 ti� ounty /� ✓ ax ar. / �� ystem loa ing m a to ons e Pr q. Ft. Per ay Lot Legal Description ystem eome tr y a Dept an Aspect ��, CN/ NC lV ►� , S� cT LS T9 �.� 1 W 7,�E�� s- sP� p� Z Spa &P-47 r Horizon Depth Dominant Color Mottles Structure Remarks: clayskins Loading M. Mansell u. S:. Cont. Color Texture Gr. Sz. Sh. Consistence R ores Hand other GPO /h.� r 'lD 0 Y,2 - 5 - S Mottles Structure Horizon Depth Dominant Color Remarks: clayskins Loading In. Munsel) u. 5z. Cont. Color Texture Gr. Sz. Sh. Consistence ins Bounda ores pH and other GPD /h. p /p p yi e 31 -� 5/ 1 ,� �,.� zf CS�'�s /` T s• ' S r (3 0 to / o y/e z► cS - C �C— — -� Horizon Depth Dominant PH and other GPD /h.y Color Mottles Structure Remarks: clayskins Loading In. Munsel) u. Sz. Cont. Color Texture Gr. Sz. Sh. Consistence Roots Bounda ores o -� 2 /O X 5/ S P ROVED D Imo.vA T /Ong Horizon Depth Dominant Color Mottles Y Structure Remarks: clayskins Loading In. Munsel) u. Sz. Cont. Color Texture Gr. Sz. Sh. Consistence Roots Bounda ores H and other GPDlh.i 2'0' C _ 5 �E Y7 TS - s / 1, f sbk .�, f2 �,►� S , S 10 YX 75 %R y __ . G - ice !ol',e 5' CP s <? c s �►►, -2 � S I 1 Horizon Depth Dominant Color Mottles Structure Remarks: clayskins Le,.urng In. Munsel) u. Sz. Cont. Color Texture Gr. Sz. Sh. Consistence Roots Bounda pores, H and other GPO /h.2 o -CP s/ /o ,e 5, 1, -F Sd,� /h1 7,e S (3 -� - 7 5YA �� /s o C ,e M, cs -100 C - 100 % VX IY6 — S , �, S .►Y„2 s !� HOMESITE SEPTIC PLUM81NG CO. � y GDj i G 855 O'NEIL RD., HUDSON, WIS. 54016 ROBERT ULBRIGHT a s r rJIS. MASTER PLUMBER LIC. NO. 3307 M.p.R& � £ ? jNN. INSTALLEi & DESIGNER LIC. NO.00fifKi /111Y � 1 ddihonjl Remark s. 3- This t est site APPROkfrm r a convention septic system. P Other Site Features: i'. N. )� �� - y'� �U 3 �� -� i� s z Y� Z Limiting Factors/Depth: CST Signature Date Signed Telephone No. CST 4 S00- 8 7)0 (N OINO) (f lJd Q Al GoT � t 3 6 � Y t I i �- i I yo w a y f - - -i V q { 5YSrtM �3 HOMESITE SEPTIC PLUMBING CO. 8�5 O'NEIL RD., HUDSON, WIS. 508 ROBERT ULBRIGHT GS 7' :I W*. MASTER PLUMBER LIC, NO. 3307 MA R MINN. Irl` TA!. t Pn 8 DESIGNER UC, NO, OM ►S _ 0 1 � ( U�-T-1. �� 30 13, J svRt 1 1I N4 se+ 2-2,47 E 1 t= L)4 T(00 r /oo. D 'j r3s s �1= � �ti IV� I Y TES-, P 3 y s So I� � s7 — 7�v /6 7� ti 9 3. 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