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040-1293-10-000
Wisconsin Department of Commerce Count PRIVATE SEWAGE SYSTEM St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 479311 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: PersonAl inform-hon you pro de may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit older's Name: Ci Village X Township Parcel Tax No: Sherman, Tami V 1 � l ( `t L , Town of 040 - 1293 -10 -000 CST BM Elev: / Insp. BM Elev� H Description: Section/Town /Range /Map No: I �. p C�0 .O 17.28.19.1676 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark el • � � • O 1 Dosing Alt. BM Aeration Bldg. Sewer ' 2.9'k+ 03.5 Holding St/Ht Inlet - �� la TANK SETBACK INFORMATION St/Ht Outlet 02.80 TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic ! Dt Bottom 'rj. Dosing Header /Man. J Aeration Dist. Pipe NBC Holding Bot. System PUMP /SIPHON INFORMATION Final Grade "A J Manufacturer Demand St Cover Model Number TDH Lift rictio oss System Head TDH Ft Forcemain Len Dia. Dist. to Well I SOIL ABS RPTION SYSTEM RE CH Width Length No. Of Tr n hes PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth 3 DIME SETBACK SYSTEM TO P/L 113LDG WELL LAKE /STREAM LEACHING ct �J� ,,, INFORMATION 4& CHAMBER OR � Type Of System: 1 f — UNIT Model Number. V. S 1 (4) DISTRIBUTION SY EM Head /Mani Id Distribution x Hole Size x Hole Spacing Vent to Air Intake Pi (s) Le th Dia Leng Dia Spacing SO OVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded /Sodded xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil Yes I- � No 1. , F 11 Yes I _� No COM EN S: �(I]clude 9 discrep nci persons present, etc.) Inspection #1: �/ 5 Inspection #2: / I t. rX 4-dl d rJ 3 • arcel o. .1676 Location. 468 East Cove Road Hudson, WI 54016 (SE 1/4 NE 1/4 17 T29N R19W) Pi 1.) Alt BM Description 2.) Bldg sewer length = u q.o a% 1 - amount of cover = Z So`+ <«' • jo.-So a % .Olo o. 3 gt ��'�"� 1�- 1 , � ®R�u.c 9�' ao . ao Plan revision Required? i ! Yes XNo Use other side for additional information. Date Signature o SW_ ( 7) 'l u� e , Safety and Buildings Division County s 201 W. Washington Ave., P.O. Box 716 St. Croix ,�CO��,n Madison, WI 707 - � ? an0a Permit Number (to be filled in by Co.) T De �rtment of Commerce (608) 26 3151 i I�c� 3 State Sanitary Permit Appli�ati IZ V g ate PI I.D. Number In accord with Comm 83.21, Wis. Adm. Code, personal information yo provT maybe used for secondary purposes Privacy Law, s15.04(1)(m ) ` '''� )` oject A dress (if different than mailing address) I. Application Information - Please Print All Information 468 E. Cove Boad r Property Owner's Name \ Parcel # Lot # Block a Tami Sherman Dt vl NC5 �S t,,� l`^�S 40 1293 - 10 - 000 1 Property Owner's Mailing Xddress Property Location . A 519 Fourth St., N. _ _ City, State Zip Code Phone Number $E_ %, N 'h, Section 17 Hudson, WI 54016 T 2 N; R 19 (circle one) II. Type of Building (check all that apply) — X � rte S �.. -�.M X1 or 2 Family Dwelling - Number of Bedrooms 4 Subdivision Name CSM Number ❑ Public /Commercial - Describe Use Piney Woods ❑ State Owned - Describe Use ❑City ❑Village &wriship of Troy III. Type of Permit: (Check only one box on line A. Complete line B if applicable) A. New System y ❑Replacement System ❑ Treatment/Holding Tank Replacement Only ❑Other Modification to Existing System B. ❑ Permit Renewal ❑ Permit Revision El Change of ❑ Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Plumber Owner IV. Type of POWTS S stem: Check all that apply) retti S I X Non - Pressurized In- Ground El Mound > 24 in. of suitable soil ❑Mound < 24 in. of suitable soil ❑ At -Grade El Single Pass Sand Filter ❑ Constructed Wetland ❑ Pressurized In-Ground 1) Holding Tank 11 Peat Filter C3 Aerobic Treatment Unit 11 Recirculating Sand Filter ❑ Recirculating Synthetic Media Filter ri Leaching Chamber ❑ Drip Line a. Gravel -less Pipe ❑ Other (explain) V. Dispersal/Treatment Area Information: d Design Flow (gpd) Design Soil Application Rate(gpdsf) Dispersal Area Required (sf) Dispersal Area Proposed (sf) System Elevation 600 0.387 1500 1551.2 97196196195 VI. Tank Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Units Tanks w�2L q - I �q�� Concrete Constructed Glas tE New Ex i st i n g n I Tanks l Septic or Holding Tank 1250 1250 t Wieser h Aerobic Treatment Unit i Dosing Chamber _1 VII. Responsibility Statement- I, the undersigned, assume re ponsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plumber's Signature MP/MPRS Number Business Phone Number Jim Hurlburt U 6` MP 222997 715 - 283 -4851 �[ Plumber's Address (Street, City, State, Z' Code) N 260 CTHW D, Eau Galle, WI 54737 ' VIII. County/Department Use Onl i Approved ❑ l�sapRrwed Sanitary Permit Fee includes Groundwater Date Issued Is uing en[ Signature (No Stamps) c Surcharge Fee) ❑ Own ven Reason for Denial IX. Conditions pprova SYSTE R: 1 Septic tank, effluent filter and _�° fe r t. p �� � _ dispersal cell must all serviced / Maintain S . as per management p provided by plumber. � f 5 A 2. All setback requirements must be maintained �� S as per applicable code /ordinances. _ 4 � t e e k , T � `� d6 -+-^tom ►� Attach complete plans (to the County only) for the system o paper not less ha 81/2 x 11 1 chies In size SBD -6398 (R. 01/03) FROM FAX NO. 5517300274 Jun. 24 2005 09:11AM P4 Soil Test Plot Pl Project Nsmo. TaM S Bird Address 519 4th St. N Hudson Wi 54016 TM #225900 Lot 1 Subdivision Piney Waods _ Da 4/6/21105 S E 1/4 NE 1/4S 17 T 28 WR W Township Troy Boring Q Well PL Propwty Late County ST. CROIX BM or VRp Assumes Elevation 10o ft. Top of Power Sox system Movation 4 *HR Sa as Benchmark d Property � Linc i -e S �z l I 1 k 3 k re o r1 - 1 • I 'l C 4Q(, Qlv- 6`( `� �S , Q (t" U/l h' � A+ �N. C n 104' l03 Z 10 Z 100' �a l o oz. CA 6, 0 5 40' 102' 2 ' 98' Property line B is Q eD FROM FAX NO. 1517300274 Jun. 24 2005 09:11AM P4 j l I >j Soil Test Plot Pl Project Nsme. TamlSherman S Bird Address 519 4th St. N Hudson WI 54016 TM #226900 Lot Subdivislon Piney Woods ps 6 121105 SE 1/a NE 1/451 N/R W Township Troy Boring 0 Well PL Property Line County ST. CR OIX BM or NrRP Assume Elevation j()0 ft. Top of Power Sox System Elevation *HR Same as Benchmark d Property Ar r u� la s s� w P z n 1 04' \ \ 03 R4.� 2- 1 100' !1 \ ok - "oZ (� 6, 0 40' 55' B-4 B'3-- 102' 2 98' B.M. Pmperty Una 4 Wisconsin Department of Commerce SOII„� gy//AL /�T.ION EPORT Page / o f Division of Safety and Buildings J t LD U �� &� in astir Ath Comm 85 Wis. Adm. Code County Attach complete site plan on paper not less than 8(1/2 x 11 inch�e.,k}a _ include, but not limited to: vertical and horizontal refererte Pri n Parcel I.D. �+77 //,, p / percent slope, scale or dimensions, north arrow, and location and distance to nearest road. vy(/ � % `�- 0d Please print all information. Revie ed b Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location e — lktV lit 5�e r rr- Govt. Lot 5F 1/4 NF_1 A S T a N R / E ( ) W Property Owner's Mailing A4d Lot # I Block # Subd. Name or CSM# S/ '� —'�;4 av City State Zip Code Phone Number F-1 city ❑ village o Nearest Road New Construction Us Residential / Number of bedrooms Code derived design flow rate G GPD C3 Replacement Public or mercial - Describe: Parent material Flood Plain elevation if applicaabl'e�} / � v ft. General mrn and recommendations: 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/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 •Eff#2 p )05v/- CJ 9 - 4•0 ng # Boning l it Ground surface elev. � Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 'Eff#2 0 -1 p ,3! .- 1 La , r -D z 12,— , TV-024 � IN . L25 ai I 6 s o 9 3.4 (04. I a5 Effluent #1 = BOD > 30 220 mg/L and TSS >30 5 150 ` Effluent #2 = BOD < 30 mg/L and TSS < 30 nVL CST Name (Please Print) CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address Date valuation Conducted Telephone Number - 246 -4516 1008 192nd Ave, New Richmond, WI 54017 ��—� �-�,� 715 ' J y Property Owner _ Parcel ID # Page of Boring F3 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/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. I - Eff#1 - Eff#2 Z ?- / . C /< T_ i n Boring # Boring I I ] I 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/fP in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. - Eff#1 I - Eff#2 e J- a D z L11 11 p Boring I � Boring # � Pit Ground surface elev. 3 " Depth to limiting factor V 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. i - Eff#1 •Eff#2 Lr 37- ---- C-- , 6' / D Z _ ' C . ar,J - `{ q-4 •a/ �9 IS•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 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 (RAW) Soil Test Plot PI Protect Name Tami Sherman S Bird Address 519 4th St. N Hudson Wi 54016 A TM #226900 Lot 1 Subdivision Piney Woods pa 6/21/05 SE 1/4 NE 1/4S 1 7 T 28 N /R W Township Troy ❑ Boring 0 Well PL Property Line County ST. CROIX IL BM or VRP Assume Elevation 100 ft. Top of Power Box System Elevation *HRPSame as Benchmark Property Line Scale is 1" = 40' unless otherwise noted we 10% Slope 104' B -5 B -2 B -1 40' 10' 25' 100' IF 5 40' 5' B -4 B -3 102' 2. ' 98' B.M. Property Line D 60' < 4 Parcel #: 040 - 1293 -10 -000 06/28/2005 11:39 AM PAGE IOF1 Alt. Parcel #: 17.28.19.1676 040 - TOWN OF TROY 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 * RODAHL, DONALD 0 & JOYCE J DONALD 0 & JOYCE J RODAHL 257 SADDLE RIDGE LA RIVER FALLS WI 54022 -8121 Districts: SC = School SP = Special Property Address(es): " = Primary Type Dist # Description * 468 E COVE RD SC 2611 SCH D OF HUDSON SP 1700 WITC Legal Description: Acres: 1.510 Plat: 2331 -PINEY WOODS SUBDIVISION SEC 17 T28N R19W SE NE LOT 1 PINEY WOODS Block/Condo Bldg: LOT 01 SUBDIVISION Tract(s): (Sec- Twn -Rng 401/4 1601/4) 17- 28N -19W SE NE Notes: Parcel History: Date Doc # Vol /Page Type 07/23/1997 418/476 2005 SUMMARY Bill #: Fair Market Value: Assessed with: 0 Valuations: Last Changed: 07/23/2004 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 1.510 85,000 0 85,000 NO Totals for 2005: General Property 1.510 85,000 0 85,000 Woodland 0.000 0 0 Totals for 2004: General Property 1.510 85,000 0 85,000 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 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page � of 3 • Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code _ County Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must S �� C M �x i include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. C - 1N� 1 1j G percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information. Re ewed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location p C3 N 9t CE R OD IN 1A L 6evt, W S E.. 1/4 N 81/4 S 11 T 2 - b N R 1 E (or) W Property Owner's Mailing Address L # Bloc-k# Subd. Name or CSM# P) IJ INOpD S S CAF 1 NNo lam-" e — City State Zip Code Phone Number ❑ City ❑ Village ® Town Nearest Road R-lUZZ- Ft�Un I bvI I squ? - ( - ) 15 ) L4 ?S - b - Z I _� 1 1 3T eov� �u,t� ® New Construction Use: Residential / Number of bedrooms 3 Code derived design flow rate GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material L - S LL Flood Plain elevation if applicable General comments and recommendations: � IJU1A - j I j °1 r Y - S d ' � T1Z� BU T1 W u V 1 Z" 0 F- S P�� r-t t. , 4 JP i 0 4 771? i ❑ Boring Boring # Pit Ground surface elev. VoQ -7 ft. Depth to limiting factor 1 in. j JA�iMhvo &--tion Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft2 #1 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 I 'Eff#2 f 3 L Z g-zb 1` k WIA- k w 3 Z6 -q d2 31 y Z_►Vt. �l�_�Z tb`�R - 'F�`F � S'� CLS ljj si I lcsbk — Z -3 a Boring # ❑ Boring ❑ pit Ground surface elev. ft. Depth to limiting factor � in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure consistencel Boundaryl Roots I GPD / ft 2 in. ;sa;{ :� 3z. ,,;ni. Coicr Gr. oz. on. 'Err;;1 'Erf#2 o-1 rL z I - s i l - L - P g �- >1ti�h e,,� - "s . G . (p Z 13 ZS l0`1 I2- 37y - sil Z'FSb k '�'I- cf,� - •S .�, ,� ' �3 S S Z l0 Y2 3 /i; ���-� s �z tzs �� S ,' 1cs bk �n �Ft-• - - z - � _- Effluent #1 - B > < > _< _ OD 30 220 m Land TSS 30 150 m Effluent < _ s 9/ g/L #2 SOD _ 30 mg/L and TSS < 30 m - g/L CST Name (Please Print) Si natu CST Number Arthur L. Wegerer ,/ . C) d 220254 Address W e g e r e r Soil T esting & Design S e r v i C e Date Evaluation Conducted Telephone Number 421 N. Hain St. River Falls 7I 54022 Z _ _ � �� -�� 715 -425 0165 L 1 Property Owner _ �`Z d t>/a L - Parcel ID # l Ki G Page Z of Boring # f ❑fGG Boring tit Pit Ground surface elev. 04- ft. Depth to limiting factor 7 L- in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /fti In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff #1 •Eff#2 1 0`1R31 Z Z 1p ZS � SK�3l � si I Z'F5 bk mf l- ►� -- -S - g ,b 3 zs-IZ 1•S'�23l s le-sbk my �� .L4 Lf Ll2 `) -S`itZ 313 Q nn V fit- — . 3 . 5 •1 F-1 Boring # ❑ Boring ❑ Pit Ground surface eiev, ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary I Roots GPD /ft In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff #1 'Eff#2 Boring # ❑ Boring ❑ Pit Ground surface elev. fL Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD 1fl 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 rid TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistar ice to access services or need material in an alternate format, please contact the department at 608 -266 -3151 or 1TY 6( SBD•8330 ( &6/00) I r - . PLOT PLAN Page 3 of 3 Scale 1' =S0 ' 1-0T 1 LT Z �5, m " V OVZ � l3T�vZ.S3 - r a� u/ w1 e - . IU . p'ON R�`IYY[tP1v�D1► PvC 'P1mw � $ 715 220254 CST Signature Date Telephone ado . CST No. Job PTO. L hVisconsin Department of Commerce SOIL EVALUATION REPORT Page of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must �x ; Include, but not limited to: vertical and horizontal reference point (BM), direction and parcel I.D. ����� 11j G percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information. Reviewed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location 1/4 N G-1/4 S 11 T lb N R) 9 E (or) W Property Owners Mailing Address Lot # Block # Subd. Name or CSM# P) tJ W OOD say cal t�No c> lroj e 1 I - i go ; City State Zip Code Phone Number F1 City []Village ® Town Nearest Road lUU FPCI.l iti� S�t,ZZ (B LS) X125- 6��Z ` eav� �p�p ® New Construction Use: Residential / Number of bedrooms 3 Code derived design flow rate q S Q GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material Lo Ess 1 LL Flood Plain elevation if applicable p, , fL General comments � .. and recom oU h.! mendations: � °j 61 / sa � sue. BvTto>v r�=z..c.. CUB �Uv2 �2� 10 1 So Boring # ❑ Boring Pit Ground surface elev. 1� -7 ft, ", Depth to limiting fac ..____ ..___..._.. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Clu. Sz. ConL Color Gr. Sz. Sh. •Eff#1 •Eff#2 O $ L�`L� 3L - SLk 2+43 W)`�. c�w - . S S Z g �Zb Lo`tcz" zCz - si t 1- q Lb�[R -316 .'FL -C- S `1�Z.S I$ s i 1 to- Sbk E Boring # ❑ Boring ® pit Ground surface elev. C i �- I ft. Depth to limiting factor Z S in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture I Structure I Consistence! Bcundaryl Roots I GP D /ft I O- Z 13 ZS Io%I 37�f - s Z `FSb k M'1 cLJ •S .8 3 s s z �o t2 3/b PL�� Effluent #1 = BOD > 30 220 mg/L and TSS >30 < 150 mg/L • Effluent #2 = SOD < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) signaturqp CST Number Arthur L. Wegerer C) I.-31b - 220254 Address W e g e r e r Soil T e s t i n Q& Design Service Date Evaluation Conducted Telephone Number 421 N. Bain St. River Falls, WI 54022 IZ _1b -01 715 -425 -0165 f � i' Property Owner _ E -I3 pp1 H L - Parcel ID # Page Z of Boring # ❑ Boring ❑ Pit Ground surface elev. 04.0 ft. Depth to limiting factor In. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary :1 *Eff#1 GPD /ft2 In. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. •Eff#2 1 0 -I, k) t o1R3I Z Z 1p —7? SKI? 3l si I Z'FS bk mfl- w — -S . g 3 ZS -q 1•S`l2 '3 [ — s l OSbk .L4 .� L1z -63 `7.S'j2313 - s 1 caw, M y Q — . 3 . S Boring ❑Boring # ❑ ❑ pit Ground surface elev. ft. Depth to limiting factor irr, 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 Boring ❑Boring # ❑ ; ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redoz 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 mg/Land 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 -6330 (8.6/00) II PLOT PLAN Page 3 of 3 Scale 1' =S0 ' L-0 T- 1 LuT- 16 L tio5 ° B� �,o r 8 'ry lf Z 0 Y N s N `\ m X0`4 ►�f-► ®.Z DQ IvUT ._ oV2 O L S1vvZL3 it $ 1 715 220254 CST Signature Date Telephone CST ?o, Job No. xrf ~ POWTS OWNER'S MANUAL MANAGEMENT PLAN Page of j FILE INFORMATION ;, �,r . »r s SYSTEM SPECIFICATIONS Owner T(� LK,v Y�,W Septic Tank Capacity t gal 0 N Permit # q S I Septic Tank Manufacturer w r e t a.,. ❑ NA DESIGN PARAMETERS Effluent Filter Manufacturer dal, ❑ NA Number of Bedrooms 100 d/bedroom 4 ❑ NA Effluent Filter Model VA - 1. v ❑ NA Number of Commercial Units NA Pump Tank Capacity al ® NA Estimated flow (average)* , al /day Pump Tank Manufacturer a NA Design flow (peak), estimated x 1.5� lqcro, gal Pump Manufacturer ®NA Soil Application Rate o 4, Pump Model ® NA ' ft Pretreatment Unit ❑ NA Influent/Effluent Quality (NA❑) Monthly Average" ❑ Sand/Gravel Filter Peat Filter I Fats. Oil & Grease (FOG) < 30 mg/L ✓ ❑ Mechanical Aeration Wetland Biocherrucal Oxygen Demand (BODs) � 220 mg/ ❑Disinfection ❑ ther: Total Suspended Solids (TSS) Manufacturer: Model: S 250 m * *� Dispersal Cell(s) Pretreated Effluent Qu ity ❑ Monthly Average Biochemical Oxygen D a (BODs liIn-ground (gravity) ❑ In- ground (pressurized) Total Suspended ds (TSS)) S 30 mg/L ❑ At -grade ❑ Mound Fecal Coliform ometrt mean) _< 30 mg /L ❑ Drip-line ❑ Other: 10`cfu/100m1 ❑ Leaching Cham er Manufacturer Maximum Effluent Particle Size 1/8 inch diameter Model �,, �� Approval Stipulation *Wastewater Flow Verification on and calculations: Soil Application Rate �°�4 � 5� ' pp gpd/ft Area Req. ft' (Other than bedroom based) Absorption Area Credit per unit tt` Minimum Number of Chambers `8 ❑ Aggregate Desi n Flow/L�ta<n Rate= ft' rrun •' Values typical for domestic (non - commercial wastewater Materials: all materials must comply with Wl Adm. Code and septic tank effluent. COMM84 and be installed per manufacturers specifications * "Values t ical for pretTeated wastewater. and approval letters. DESIGN CRITERIA ❑ "Wisconsin At -grade Soil Absorption System, Siting, Design & Construction Manual" (Converse et.al.1990) ❑ "Wisconsin Mound Soil Absorption System: Siting, Design & Construction Manual" Converse, J.C. and E.J. Tyler. Publication 15.22 ❑ "Design of Pressure Distribution Networks for Septic Tank -Soil Absorption Systems" Publications 9.6 ❑ "Design of Conventional Soil Absorption Trenches and Beds ". R.J. Otis - ASAE Publications 5 -77 and "Design Manual - Onsite Wastewater Treatment and Disposal Systems ". EPA 625/1 -80 -012 October 1980 ❑ SBD - 10570 -P (R.6/99) "At -Grade Component Manual Using Pressure Distribution" 125 - 10567 -P (R.6/99) "In Ground Absorption Component Manual" ❑ SBD - 10705 -P (N.01/01) "In Ground Soil Absorption Component Manual' Version 2.0 ❑ SBD - 10628 -P (N.6/99) "Recirculating Sand Filter System Component Manual" ❑ SBD - 10656 -P (N.6/99) "Split Bed Recirculating Sand Filter System Component Manual" ❑ SBD - 10572 -P (R.6/99) "Mound Component Manual" ❑ SBD - 10691 -P (N.01 /01) "Mound Component Manual" Version 2.0 ❑ SBD 10595 - P (R.6/99) "Single Pass Sand Filter Component Manual" • SBD - 10657 -P (R.6/99) "Drip -line Effluent Disposal Component Manual" • SBD 10573 -P (R 6/99) "Pressure Distribution Component Manual" • SBD - 10706 -P (N.01 101) "Pressure Distribution Component Manual" Version 2.0 • Drip -line Effluent Dispersal Component Manual for Multi -flo Onsite Wastewater Treatment Units MAINTENANCE AND MANAGEMENT MAINTENANCE MONITORING SCHEDULE Service Event Service Frequenc Inspect condition of tanks At least once ever ❑ months ears Maximum 3 s.) Pump out contents of tanks When combined sludge and scum equals one -third 1/3 of tank volume Inspect dispersal cells At least once every ❑ months CK year Maximum 3 s.) Clean effluent filter At least once every Ca months ❑ Year (s Inspect pump um controls & alarm At least once every ❑ months ❑ ears NA Flush laterals and pressure test At least once every ❑ months ❑ ears NA Valves At least once every ❑ months ❑ ears 1g NA Other: At least once every ❑ months ❑ ears R NA START UP Page Z of For new construction, prior to use of the POWTS check treatment tanks) for the presence of painting products or other chemicals that may impede the treatment process and/or damage the dispersal cell(,. If high concentrations are detected have the contents of the tank(s) removed by a septage servicing operator prior to use. System start up shall not occur when soil.cgaditions,are frozen -at the infiltrative surface. OPERATION ; The property owner is responsible. for the operation' and'tnaintenance of the' - POWTS ind submission of required reports. The quantity and quality of the wastewater stream will affect1he performance "and 1046ity of your POWTS. The installation of water- saving appliances and fixtures along with prompt repair of leaks reduces the wastewater volume. Also the brine or waste from water softeners, iron removal units, other clear water treatment devices and foundation drains should discharged to the ground surface whenever possible. Note: this does not include laundry waste, - showers, dishwater, etc. This system is designed To handle domestic strength wastewater, however the disposal of food based greases and oils, vegetable /fruit peels and seeds, bones, and food solids such as those produced by a garbage disposal should be minimized. Toilet tissue is the only paper that should be discharged into the system. Other non - biodegradable items such as baby wipes, tampons, sanitary napkins condoms, cigarette butts, dental floss, and cotton swabs should not enter the system. Chemicals such as petroleum products, paint, disinfectants, pesticides, antibiotics, solvents, etc., should not be flushed into the system as they can seriously damage your POWTS and contaminate your drinking water supply. ✓ Maintain a regular steady flow by spreading laundry washing throughout the week. Avoid vehicle traffic over all system components. Compaction of snow over the dispersal unit may cause it to freeze up. p Valves Valves shall be operated in the foil 'ng manner: O Alarms Alarms should be tested on a regular basis by home er. If an alarm sounds, contact an individual licensed to service POWTS, There is normally a 1 day reserve der regular o ting conditions, however water should be conserved until any problems with the system are co pre vent back -u ' of se a into dwelling or surfacing. i INSPECTIONS Inspection shall be made by an individual carrying one of the following licenses or certifications: Master Plumber, Master Plumber Restricted Sewer, POWTS Maintainer or Septage Servicing Operator (per the attached Maintenance Schedule). Septic Tanks Component Tank inspections must include a visual inspection of the tank to identify any missing or broken hardware, identify any cracks or leaks, measure the volume of combined sludge and scum and to check for any backup or surfacing of effluent . Access openings used for service or assessment shall be sealed and/or locked upon completion of service. Any defects shall be promptly corrected. Exposed openings greater than 8 inches in diameter shall be secured with an effective locking device to prevent accidental or unauthorized entry into the tank. When the combination of sludge and scum in any tank exceeds one -third (1/3) or more of the tank volume, the entire contents of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with Chapter NR 113, Wisconsin Administrative Code. The outlet filter(s) shall be inspected and cleaned to remove any accumulated solids according to manufacturer's specifications. Provisions are to be made to retain solids in the tank. Filter cleaning may be necessary at more frequent intervals than stated in the maintenance schedule to keep the system operating, j i 0 Pump Chamber/Treatment Tanks Component The inspection must include a test of all electn ment such as pumps, alarms and floats. A visual check must be made for leaks, backups, surfacing; •rWWsiing o oke ""unity devices and other hardware and the condition of the filter. Any service needs or repairs shall be pr tly taken care i s Page S of 3 In Ground Gravity Component Dispersal Cells The inspection shall include recording the levels of ponding, if any in the observation tubes and a visual inspection for any evidence of surface seepage or discharge. Any discharge to the ground surface must be promptly reported to the regulatory authority. Ponding at depths greater than 75% of the height of the component may indicate overloading or impending hydraulic failure necessitating more frequent monitoring. ❑ Mound, At- Grade, In- Ground Pressure The inspection shall include recording t evels of ponding, if any in a observation tubes and a visual inspection for any evidence of surface seepage or discharge. A discharge to the d surface must be promptly reported to the regulatory authority. Ponding greater than 75% of the hei of the co onent may indicate overloading or impending hydraulic failure necessitating more frequent monitoring. i The pressure distribution system is provided w' an openin t the end of each lateral to be used for flushing. The laterals should be flushed at least once every three years. Pressure c ks of systems with multiple laterals should be done to ensure that equal.Jistribution of efflue is occurring to promote the longevity of the system. REPORTS Reports for maintenance, inspection, and monitoring shall be submitted in accordance with COMM 83,55 Wisconsin Administrative Code. ABANDONMENT When the POWTS fails and/or is permanently taken out of service the following steps shall be taken to ensure that the system is properly and safely abandoned in compliance with Ch. COMM 83.33, Wisconsin Administrative Code. All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed. The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator. j After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled with j soil, gravel or other inert solid material. CONTINGENCY PLAN If the POWTS fails and cannot be repaired the following measures have been, or must be taken, to provide a code compliant j replacement system: A suitable replacement area has been evaluated and maybe utilized for the location of a replacement soil absorption system. � The replacement area should be protected from disturbance and compaction and should not be infringed upon by required setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result in the need for a new soil from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result in the need for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must comply with the rules in effect at that time. ❑ A suitable replacement area is not available due to setback and/or soil limitations. Barring advances in POWTS technology a holding tank may be installed as a last resort to replace th failed POWTS. T site as no een alua to ide i y a s ' bier eme rea. U n failur the t oil v a ite e io st p rf ed 1 ca a ita e r pl a nt ea. f n rep ac ent a ea ' ava e a in m y insta 6 s a ast re ort pla the far PO S. ❑ Mound and at -grade soil absorption systems may be reconstructed in place following removal of the biomat at the infiltrative surface. Reconstructions of such systems must comply with the rules in effect at that time. <<WARNING>> SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASES AND /OR INSUFFICIENT OXYGEN, DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE. ADDITIONAL COMMENTS POWTS INSTALLER POWTS MAINTAINER Name `$tti ��,t2�t3�.rzi Name Phone - J - tS - - 2._ g 3 - 4 g S' 1 Phone SEPTAGE SERVICING OPERATOR (Pumper) LOCAL REGULATORY AUTHORITY Name Agency T Crt-orx vA owortc Phone Phone its - 3 $ h - b Z ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND • OWNERSHIP CERTIFICATION FORM Owner/Buyer CAS- rytaL V1 2�" V t VV-. �_:�� 4 c/►t ''+'4 Mailing Address �-1 cl - ��V'e-- 150111 U3 � 5 (.0 I-t<� C.J S Property Address (P '� 1, e P ►� (Verification required from Planning Department for new construction.) City /State C)�'t L3 Parcel Identification Number —4 oo p LEGAL DESCRIPTION Property Location 5 -E '/4 , AJ 6 7 '/4 , Sec. ( , T d R l W, Town of 1 Y u Subdivision W © , Lot # Certified Survey Map # �- , Volume , Page # —� LAN Cowmttc-7 # '� 0 , Volume Page # ao Spec house yes no Lot lines identifiab yes no • SYSTEM MAINTENANCE Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. Owner maintenance responsibilities are specified in § Comm 83.52(1) and in Chapter 12 - St. Croix County Sanitary Ordinance. The property owner agrees to submit to St. Croix County Zoning Department a certification form, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on -site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. I/we, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Department within 30 days of the three year expiration date. SIGNATURE OF APPLICANT DATE OWNER CERTIFICATION I/we certify that all statements on this form are true to the best of my /our knowledge. Uwe am/are the owner(s) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office SIGNATURE OF APPLICANT DATE • * * * * ** Any information that is misrepresented may result in the sanitary permit being revoked by the Zoning Department. * * * * ** Include with this application a stamped warranty deed from the Register of Deeds Office and a copy of the certified survey map if reference is made in the warranty deed. U 2809 P 1 2 0 79591!56 KATHLEEN H. STATE BAR OF WISCONSIN FORM 11 - 1982 REGISTER OF DEEDS DEEDS LAND CONTRACT ST. CROIX CO.. WI Individual and Corporate RECEIVED FOR RECORD (TO BE USED FOR ALL TRANSACTIONS WHERE OVER ` Document Number S25,000 IS FINANCED AND IN OTHER NON - CONSUMER ACT TRANSACTIONS) 05/26/2005 0a.00An LAND CONTRACT CONTRACT, by and between Donald O. Rodahl and Joyce J. EXEMPT # Rodahl ( "Vendor', whether one or more) and D1v LLC REC FEE: 13. 00 ( "Purchaser', whether one or more). Vendor sells and agrees to convey to TRAINS FEE: 270.00 Purchaser, upon the prompt and full performance of this contract by Purchaser, COPY FEE: the following property, together with the rents, profits, fixtures and other CC FEE: appurtenant interest (all called the "Property "), in St. Croix County, State of PAGES: 2 Wisconsin: Lot 1 Piney Woods Subdivision, Town of Troy. Aq )Y1 1 ,e Ck6 f4M Domes Recording Area Name and Return Address Donald O. Rodahl 257 Saddle Ridge Lane River Falls, WI 54022 a5 = 040 - 1293 -10 -000 Parcel Identification Number (PIN) This is not homestead property. (is) (is not) Purchaser agrees to purchase the Property and to pay to Vendor at such Dlace as reasonably directed the sum of $ 90,000 in the following manner: (a) $ 500.00 at the execution of this Contract; and (b) the balance of $ 89,500.00 , together with interest from date hereof on the balance outstanding from time to time at the rate of 6% percent per annum until paid in full, as follows: Provided, however, the entire outstanding balance shall be paid in full on or before the 15th day of June, 2005 (the maturity date). Following any default in payment, interest shall accrue at the rate of 12.0% per annum on the entire amount in default (which shall include, without limitation, delinquent interest and, upon acceleration or maturity, the entire principal balance). X� MM4IF,KCS 7f�13Gliif,�Ifili: 35lfiidfill�dC Payments shall be applied first to interest on the unpaid balance at the rate specified and then to principal. Any amount may be prepaid without premium or fee upon principal at anytime after date of closine. 7i! In the event of any prepayment, this contract shall not be treated as in default with respect to payment so long as the unpaid balance of principal, and interest (and in such case accruing interest from month to month shall be treated as unpaid principal) is less than the amount that said indebtedness would have been had the monthly payments been made as first specified above; provided that monthly payments shal I be continued in the event of credit of any proceeds of insurance or condemnation, the condemned premises being thereafter excluded herefrom. Purchaser states that Purchaser is satisfied with the title as shown by the title evidence submitted to Purchaser for examination except: easements, restrictions and rights of way of record, if any. Purchaser agrees to pay the cost of future title evidence. If title evidence is in the form of an abstract, it shall be retained by Vendor until the full purchase price is paid. Purchaser shall be entitled to take possession of the Property on date of closing. • Cross out one. STATE BAR OF WISCONSIN rNFO -PRO (800)655 -2021 www.infoprofomss.min LAND CONTRACT - Individual and Corporate FORM No. 11 - 1982 U 2809 P 121 Purchaser promises to pay when due all taxes and assessments levied on the Property or upon Vendor's interest in it and to deliver to Vendor on demand receipts showing such payment. . Purchaser shall keep the improvements on the Property insured against loss or damage occasioned by fire, extended coverage perils and such other hazards as Vendor may require, without co- insurance, through insurers approved by Vendor, in the sum of $ full and insurable value, but Vendor shall not require coverage in an amount more than the balance owed under this Contract. Purchaser shall pay the insurance premiums when due. The policies shall contain the standard clause in favor ofthe Vendor's interest and, unless Vendor otherwise agrees in writing, the original of all policies covering the Property shall be deposited with Vendor. Purchaser shall promptly give notice of loss to insurance companies and Vendor. Unless Purchaser and Vendor otherwise agree in writing, insurance proceeds shall be applied to restoration or repair of the Property damaged, provided the Vendor deems the restoration or repair to be economically feasible. Purchaser covenants not to commit waste nor allow waste to be committed on the Property, to keep the Property in good tenantable condition and repair, to keep the Property free from liens superior to the lien of this Contract, and to comply with all laws, ordinances and regulations affecting the Property. Vendor agrees that in case the purchase price with interest and other moneys shall be fully paid and all conditions shall be fully performed at the times and in the manner above specified, Vendor will on demand, execute and deliver to the Purchaser, a Warranty Deed, in fee simple, of the Property, free and clear of all liens and encumbrances, except any liens or encumbrances created by the act or default of Purchaser, and except: easements, restrictions and rights of way of record, if any. Purchaser agrees that time is ofthe essence and (a) in the event of a default in the payment of any principal or interest which continues for a period of 10 days following the specified due date or (b) in the event of a default in performance of any other obligation of Purchaser which continues for a period of 10 days following written notice thereof by Vendor (delivered personally or mailed by certified mail), then the entire outstanding balance under this contract shall become immediately due and payable in full, at Vendor's option and without notice (which Purchaser hereby waives), and Vendor shall also have the following rights and remedies (subject to any limitations provided by law) in addition to those provided by law or in equity: (i) Vendor may, at his option, terminate this contract and Purchaser's rights, title and interest in the Property and recover the Property back through strict foreclosure with any equity of redemption to be conditioned upon Purchaser's full payment of the entire outstanding balance, with interest thereon from the date of default at the rate in effect on such date and other amounts due hereunder (in which event all amounts previously paid by Purchaser shall be forfeited as liquidated damages for failure to fulfill this Contract and as rental for the Property if purchaser fails to redeem); or (ii) Vendor may sue for specific performance of this Contract to compel immediate and full payment of the entire outstanding balance, with interest thereon at the rate in effect on the date of default and other amounts due hereunder, in which event the Property shall be auctioned at judicial sale and Purchaser shall be liable for any deficiency; or (iii) Vendor may sue at law for the entire unpaid purchase price or any portion thereof, or (iv) Vendor may declare this Contract at an end and remove this Contract as a cloud on title in a quiet -title action if the equitable interest of Purchaser is insignificant; and (v) Vendor may have Purchaser ejected from possession ofthe Property and have a receiver appointed to collect any rents, issues or profits during the pendency of any action under (i), (ii) or (iv) above. Notwithstanding any oral or written statements or actions of Vendor, an election of any ofthe foregoing remedies shall only be binding upon Vendor ifand when pursued in litigation and all costs and expenses including reasonable attorneys fees of Vendor incurred to enforce any remedy hereunder (whether abated or not) to the extent not prohibited by law and expenses oftitle evidence shall be added to principal and paid by Purchaser, as incurred, and shall be included in any judgment. Upon the commencement or during the pendency of any action of foreclosure of this Contract, Purchaser consents to the appointment of a receiver ofthe Property, including homestead interest, to collect the rents, issues, and profits of the Property during the pendency of such action, and such rents, issues and profits when so collected shall be held and applied as the court shall direct. Purchaser shall not transfer, sell or convey any legal or equitable interest in the Property (by assignment of any ofPurchasees rights under this Contract or by option, long -term lease or in any other way) without the prior written consent of Vendor unless either the outstanding balance payable under this Contract is first paid in full or the interest conveyed is a pledge or assignment of Purchaser's interest under this Contract solely as security for an indebtedness of Purchaser. In the event of any such transfer, sale or conveyance without Vendor's written consent, the entire outstanding balance payable under this Contract shall become immediately due and payable in full, at Vendor's option without notice. Vendor shall make all payments when due under any mortgage outstanding against the Property on the date of this Contract (except for any mortgage granted by Purchaser) or under any note secured thereby, provided Purchaser makes timely payment of the amounts then due under this Contract. Purchaser may make any such payments directly to the Mortgagee if Vendor fails to do so and all payments so made by Purchaser shall be considered payments made on this Contract. Vendor may waive any default without waiving any other subsequent or prior default Of Purchaser. All terms of this Contract shall be binding upon and inure to the benefits ofthe heirs, legal representatives, successors and assigns of Vendor and Purchaser. (If not an owner of the Property the spouse of Vendor for a valuable consideration joins herein to release homestead rights in the subject Property and agrees to join in the execution of the deed to be made in fulfillment hereof) Dated this 25th da�y of May,, 2005 �� ( 6 bl a—��/� _ (SEAL) �JIXX�►S` \T� 1Q '� (SEAL) • Donald O. Rodahl * Divine Gaee4ef —N6anw, LLC 2 (SEAL) ITS President (SEAL) .y�dahl' AUTHENTICATION ACKNOWLEDGMENT Signature(s) STATE OF WISCONSIN ) ss. AU County ) authenticated this day of Personally came before me this 25th day of a Notary CNARLENE A. LA Mav . 2005 the above named F State of Wisconsin — S�.�mld CJ. �oc)Qll l„ = �c_r 7 r �uc�Qh - Tam; A. Jt ma»,aP TT�E! S L)1 OF WISCONSIN to me known to be the persons) who executed the foreeoinlz 's -(If not, instrument and acknowledged the me. ay.14 by &706.06, Wis. Stats.) _ S INSTRUMENT WAS DRAFTED BY IG _ " "Leo A. Beskar, Attorney ODLI BESKAR BOLES & KRUEGER, SC Notary Public, State of WISCONSIN My Commission is perm fi ent. (If not, state expiration date: (Signatures may be authenticated or acknowledged. Both are not necessary.) ' A • Names of persons signing in any capacity should be typed or printed below their signature. INFO -PRO (800)655 -2021 w infoprofbm .com STATE BAR OF WISCONSIN LAND CONTRACT - Individual and Corporate FORM No. 11 - 1982 I vwry EAGLE 9L o f , (NN•4E' WE) N88 06" E 1 44.0['' f A6. Qt f �d. O3 1311. t3 slrwelE >t[-NE 1 $0. Or .... ............. LOT 3. � � y w C � x �; 1.06 AC S 1 .06 :LO I QL Jw.i[ L 1� r - I. 16 ACRE$ W, 334 304 f T 40 ,325 so. f T. 47, W 0` .. A. Q T . u SG, frT. �. i yy + � _ j • " i . a� : m GS S33 s0. P T. � " 02A W1 • sM'fie' J0�'[ MWAAS . oar ;+'' +.. N���Yi•"'Ql. o 3` ® NB 1 • J o' \ LFE -801. od ,,•�,��� "` �!, Q2 /96.3 W sm or W 1 go 43. 30' 5�g' gQ te ear ►PWTV ... �.AYD.s �, flip h�� VOLQW 8, PAGE 2373 � n --R �_____ __- �_ OA G O - , '0 r r .W.. RAT. 12.....c.4L tAk WOW UNPLATTED LANDS ` NO POLE ore fTiI+RfED CAII ARE TO BE PLACED SUCH INSTALLATION WMD DIETM ANY SOVEY STAKE, ON ALONG ANY LOT L IM ON MEET L INE. THE 01STVRSAMM W A S(ARVEY STAKE NY ANYONE iS SECTION 936. dr W ISCONSIN STATIIT$S. UTILITY E SE t%ORTM ARE fOR THE USE OF PM I C ISI AND , IMVONS THE RIGHT TO SERVE TIC AREA. RIV 1 O ING Mr9ACKS: E ROWT SM ACK + Tb' e e ur•�y„ ME AFTNACK • ES' .Al , BAR S�i�ACR �w �i�wu fibI