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Home My WebLink About030-1068-30-050 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 514852 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: En elhart, Steven & L nn I St. Joseph, Town of 030- 1068 -30 -050 CST BM Elev: Insp. BM Elev: BM Description: Section/Town /Range /Map No: /MU iM L;jv 26.30.19.2501350 TANK INFORMATION ELEVATION DATA / bi'3 TYPE MANUFACTURER ~�5 CAPACITY STATION BS f� I FS ELEV. Septic t =,` 7 / Z00 Bepc rk Dosing 7 � Alt M 6ove. � 13 I Ob . 5Z p, Bldg. Se er * N. �7• !1 Holding St/Ht Inlet r 1.93 9z . 7z � TANK SETBACK INFORMATION St/Ht Outlet TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic G 5 .1 S� 54 Dt Bottom IS.3) $�'t • 3 J Dosing / J / / Header /Man. .7. (c—' 7 r /o (D 5 J $LP Aeration Dist. Pipe 7.7 1 9(o ' (a 2 Holding '�. Bot. System Final Grade 8. %+ 95 ., 5 PUMP /SIPHON INFORMATION 3 • - 5 161, Manufacturer i111 Demand St over // s ZaG�7V� GPM �y lAwi� �� Model Number 1 � 0 TDH Lift 3 Friction Loss System Heard TDHYt 3 o AUf1- Forcemain Length Dia. ► • Dist. to Well 2.2- Z ( SOIL ABSORPTION SYSTEM BED /TRENCH Width / Length No. Of Trenches PIT DIMENSIONS No Of Pits Inside D' Liquid Depth DIMENSIONS /60 Z fe^cL 11 �\ SETBACK SYSTEM TO P/L BLDG WELL LAKE /STREAM LEACHING Manufacturer: (� - INFORMATION 1 CHAMBER OR e • J�� TYp 6Ohvew+"i 3 O �� / �� 0 9' ST' UNIT Model Number: DISTRIBUTION SYSTEM z p +- ZQ = 'elU Tofu Header /Manifold o Distribution I x Hole Size x Hole Spacing V t to Air Intak Pipe(s) , _ f �. Lengt f h Dia — Length Dia Spacin SOIL COVER 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 h 5 Bed /Trench Edges Topsoil Yes I, <. No Yes No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: ! / Inspection #2: Location: 773 132nd AvqVe Hudson, WI 4016 (SW 1/4 SE 1/4 26 T30N R19W) NA Lot 2 arcel No: 26. 0.1�50B50%. 1.) Alt BM Description = �S 2.) Bldg sewer length = )�� ► „t ^� �d�( I - amount of cover :;� c Plan revision Required? Yes 'Fo G �d "I nsepctore' 13 Use other side for additional information. ` v � Cert . Date No SBD -6710 (R.3/97) I J GOt11tT1e t i;@.WI,gOV Safety and Buildings Division County 201 W. Washin Ave., P.O. Box 7162 5� • C �tJ� l � i s co n s i n Madiso 5 7 -7 2 Sanitary Permit Number (to be filled in by Co.) Aeparfinettt of counmeroe Sanitary Permit Applicatio State Transaction Number In accordance with s. Comm. 83.21(2), Wis. Adm. Code, submission of this form to the appmpria mental N A unit is required prior to obtaining a sanitary permit. Note: Application forms for state -owned PO WTS are Project Address (if different than mailing address) submitted to the Department of Commerce. Personal information you provide may be used for seconda p urposes in accordance with the Privacy Law, s. 15.04(1 )(m), Stats. 7 7 r ` J �' UJ 1. Application Information - Please Print All Informatio Property Owner's Name Parcel # era- - C60 APP 1 2 008 Property Owner's Mailing Address Property Location / 7.� G (09`� W ��ilJti A4 C I ✓ ST. CROIX COUNTY Govt. Lot City, State Zip Code = 6212M 5 W ' /., Sr V, Section ?(o 4� tCEil 1l_L+� J Q 4 (circle one _E or I1. Type of Building (check all that apply) D k ad Lot # 1 or`TFamily Dwelling-- Number of Be3E0oms SUb n+� o J'u Block # !S{� ❑ Public/Commercial - Describe Use ^- ❑ City of CSM Number C] Village of ❑State Owned - Describe Use Town of .St 3�Si�N 2 6• t,-- 2b i-W 4M z5- s�� III. Type of Permit: (Check only one box on line A. Complete line B if applicable) A. ❑ New System .Replacement System g p Y ❑ Treatment/Holdin Tank Replacement Only ❑Other Modification to Existing System (explain) B. El Permit Renewal ❑ Permit Revision ❑ Change of Plumber FEI rmit Transfer to New Ltst Previous Permit Number and Dace Issued Before Expiration er I l vim. W. Ty UI f V Y Y ►J S y JteIlU4V1 // Vi1CUV 1icYtleS C4it:a all ,At app J Non - Pressurized "round ❑ Pressurized In- Ground ❑ At -Grade ❑ Mound > 24 in. ofsuitable soil ❑ Mound < 24 in. of suitable soil ❑ Holding Tank ❑ Other Dispersal Component (explain) ❑ Pretreatment Device (explain) V. Dis ersaVrreatment Area Information: Design Flow (gpd), Design Soil Application Rate(gpdsf) Dispersal Area Requ (sf) Dispersal Area Pro t tem Elevation 6co N00 Vl. Tank Info Capacity in Total # of Manufacturer Gallons Gallons Units o 2 U New Tanks' Existing Tanks Vii y�ic,SY _ t LTe H m ii Septic or Holding Tank Iwo ,�� 1 U.i� Dosing Chamber ^ . VII. Responsibility Statement- 1, the undersigned, assume responsibility for inst lation of the P WTS shown on the attached plans. Plumber's Name (Print) mber's Signature MP /MPRS Number Business Phone Number Im 4t MP 2;u99"1 Plumber's Address (Street, City, State, Zip Cod 747— �—• 1 447 VIII. Count /De artment Use Onl Appro ved tsa Permit Fee Date sited 44 Issuing nc Si r,6C4 _J Giv�R..n Den ial $ ZZ V O IX. Conditip Disapproval for Disa royal l5+ [ Otv�. 3 J y vt� Mt7�' Mcc�S `e /� r 1. Septic tank, effluent filter and J Q w �� If !� �,�p U +, t" dispersal cell must all be services / maintained as per management plan provided by plumber. FAO 1- ?✓� I 2. All setback requirements must be maintained l si PW system and submi to the Count only on paper not 1 than 8 IR x i l inches in size / (� L)s �-— Moo SBD -6398 (R. 01/07) Valid thru 01/09 R"a 4—, Plot Plan Page 3 of 6 Property Owner JT�� wvti En�Uc�N�r Legal Description uN z csm z3 -ms SCALE IN FEET 5T 3rs�EPH 5T CR(" X C'0«T`/ 0 15 30 60 CONTOUR INTERVAL = 2' ® 8 \OBE 2 a iNF� q 90 � r' i h� ro' ? � ` 6y/ h ` •\ F L 906 `WEL P L RED 2¢ L ) � 24 �K 906 " � fir-! "_ / _.:..:�L. r �rrr & - Lr �.,� •. •• r 18 LOCATION MAP 3o SECTION 26, T30N, R19W, TOWN OF \ T. JOSEPH, ST. CROIX COUNTY, WISCONSIN W 00 S 26 y J T 66 ECOPY L J_ SCALE: 1" = 3000' A� Plot Plan Page 3o f Property Owner Legal Description ut z SCALE IN FEET 5wJ )4 De — T mE 5r-- 1 /4, fp ,, T �sc ti 7 R(qy� - Tcv'ti r Si" 3D�'EPi'1� Si" CRUX Co�l:r/� ltitS�`c�:��ti 0 15 30 60 CONTOUR INTERVAL = 2' 9 - I � � 9p L 111 A t � L / c 906 G` `WELL PO / ?'R Fri gt a4RED � ��y L �� . ELL) 2,y„ A F,r S T�NC L` L + 90 \ k 24 ,. OAK B8 .� 906 ��r� t, i -L�- . +;. +—� S�''� • ,Y••'• '• LOCATION MAP SECTION 26, T30N, R19W, TOWN OF ST. JOSEPH, ST. CROIX COUNTY, WISCONSIN �,o J �o 26 y5 ' L I S1 1 SCALE: 1" = 3000' i RECEIVED ' I Illlil 1l III' " "I Illil,lllil till i Ilif 1111 JAIL 7 2008 866318 KATHLEEN H. WALSH ST. CROIX COUNTY REGISTER OF DEEDS SURVEYOR'S RECORD ST. CROIX Co., WI RECEIVED FOR RECORD 12/28/2007 03:OOPM CERTIFIED SURVEY MAP CERTIFIED SURVEY MAP V OL: 23 PAGE: 5495 LOCATED IN GOVERNMENT LOT 1 OF SECTION 26, T30N, 1119 TOWN OF ST. JOSEPH, COPY FEE: 5.00 SURVEYED FOR: ST. CROIX COUNTY WISCONSIN. PAGES: 4 RM ENGELHART FAMILY LP PREPARED BY: BEARINGS REFERENCED TO THE SOUTH STEVE ENGELHART GRANA3ERQ surrvErwlrc;~ M/C LINE OF GOVERNMENT LOT 1, ASSUMED JOE ENGELHART 1235 C.T.H. 'F TO BEAR S89'1 126W JIM ENGELHART NEW RICHMOND, W1.54017 769132ND AVE PHONE ( 715) 246 -7529 HUDSON, W1.54016 JOB NO. 06405 LEGEND NOTE NO NEW LOTS OR PARCELS HAVE BEEN CREATED. -INDICATES SECTION CORNER THE PURPOSE OF THIS MAP IS TO SHOW THE RESULT OF MONUMENT ( ALUMINUM CAP) THE REARRANGEMENT OF BOUNDARY LINES BETWEEN O INDICATES 1' X 18• IRON PIPE WEIGHING LOTS / PARCELS OF THE RM ENGELHART FAMILY LP. 1.13 LBS. / LINEAR FOOT SET TOWNSHIP AND COUNTY APPROVALS ARE NOT REQUIRED — — - INDICATES ORDINARY HIGH WATER LINE PER STATE STATUTE 236.45(2)(3). v INDICATES P.K. NAIL SET FOR CORNER r - INDICATES ANGLE IRON FENCE POST AT CORNER. 132ND AVENUE • - INDICATES 1.25 IRON PIPE FOUND. NORTH LINE OF 00WEVANCE GOVERNMENTLOTi CORDmM Doc la. oseaa ,G y 46 N89 34228' - - - - -- — V 11� g _ ..._..... ---•-• _ sa SETBK1tUE FROM q,gO.(F -NNY M� CAP Lu C 3 p�� '°`°� L► T 2 LOT 3 ` = ^6 � \ �4o'2VW o 3 LLU3 TENNIS ' 1 � — -• • _ l S�•5TOS'W 370.97 7 COURT / / ■ ROM LOTS 1 A Z ARE s1aECT TO THOSE EASB,BiIS AS J RECORDED IN VOLUME 1115, PAGE 193 AN0 VOLUA21123, PAGE 318. THESE EASBADITS ARE NON SPECIFIC. THAT M THE EASDAENTS 'L Y B ESCA T�� OF ACCESS AS' OVER IHEORNEMYS AS D " o / NOM LOTS MAY BE SUBJECT TO FUTURE SPGMAL ASSF59ADR5 �sTS FOR ANY UPGRADES AND MPROVEWNTS TOTHE ROAD. LOT c. NOTE. SEE SHEETS 2 OF 4 AND 3 OF 7Y ;' •• GRA • ss 4 FOR MORE DETAIL OF LOTS 1,2 & 3. S89.54'43ryY g_ i 24.70' i NEW RICHMOND i z W1 SUR`I� S% CORNER, SECTION $' S89 O 26, T30N, R19W 115.50' S89 1340.70• V/L— _ S89_1128•W 1178.83 0' 200' 40V 600 SOUTH LINE OF GOVERNMENT LOT 1 SE CORNER SECTION 28, T30N, R19W SCALE IN FEET 1'= 200 SHEET 1 OF 4 1 of 4 Vol. 23 Page 5495 : CERTIFIED SURVEY MAP car ry LOCATED IN GOVERNMENT LOT 1 OF SECTION 26, T30N, R1 9W, TOWN OF ST. JOSEPH, ST. CROIX COUNTY, WISCONSIN. Vi 0 �4° ,�� POND � ti - �' -110 ' �� HdusE LM IS 41 0 1 N� �° A 20 FROM OVER HANG u0 O \ x j SEPTIC - VENT S WOT TUB ° .�,°\N i N SHED �� i - s 58.90' SHED / ORDINARY HIGH WATERMARK POND ) ti LOT _ UNPLAT ED 251,268 SQUARE FEET — — — — — ( 5.77 ACRES) LANDS TO ORDINARY HIGH i WATER MARK 339,696 SQUARE FEET ( 7.80 ACRES) TO MEANDER LINE I THIS PARCEL DESCRIBED ON I = GR N�E QUITCLAIM DEED FILED AS SNEW All ON DOCUMENT NO. S89' 54 - W I 1 865894 24.70' S U � I yHt RV � b Iku 0' 100' 200' 300' SCALE IN FEET 1"= 100' S89° 11'26'W S89 °11' 1178.63' 115.54 .� SOUTH LINE OF GOVERNMENT LOT 1 UN PLATT ED ,x LANDS SHEET 2OF4 •:. 2 of 4 Vol. 23 Page 5495 RECEIVED MAR 0 2 2006 Wisconsin Department ofCom erce �SOI EVALUATION REPORT Page Of Division of Safety and Buildings ST. CROIX COUNT M , accordance with Co 85, Wis. Adm. Code County Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must include, 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. 0 30 - 0 W Y - 3 0-6&Z • 2 13 Please print aft information Re 'awed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Q Property er Properly Location Govt. Lot 1/ 1/4 N R (or) W Property Owner's Mailing Address Lot Blo # Subd. Na ors n3 j � ,Oo G Clty Zip Code Phone Number City ❑ Village A Town Nearest Road ❑ New Construction Use: R Residential / Number of bedrooms d rived design flaw rate 1:�Zz GPD Replacement ❑ Public or commercial - Describe: Parent material �` �y7�� .r ' FI od PI General comments and recommendations: 1?5Z yvl t, lc+rry Q • c�Q ®/ t z 5/1 Boring # E] Boring s Pit Ground surface elev. ft. pth to Iimitik fa or in. i Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP in. Munsell Qu. Sz. C nt. Color Gr. Sz. Sh. *Eff#1 *Eff#2 I � 99' Boring # Boring pi( Ground surface elev. 7 ft. Depth to limiting factor 5-,R in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff° in. Munsell Qu. Sz. C nt. Color Gr. Sz. Sh. / *Eff#1 *Eff#2 I,j i 7 S s R ¢ 9. *jEffluent #1 = BOD > 30 220 mg/L and TSS >30 150 mg/L * Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST (Ple Signatu CST Number ZZ Address Mate Evaluation Conducted Telephone Number Property Owner _> Parcel ID # Page of F Boring # ❑ Boring Pit Ground surface elev. , 2n3LS — ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff #1 *Eff#2 19.5 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/fP in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Efr#1 I *Eff#2 Boring # ❑ Boring 13 Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDlfF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 * Effluent #1 = BOD > 30 < 220 mg/L and TSS >30:5 150 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- 2648777. san- e330 ln.07i00> IRS cm ;W ..... . . . . . . c Y o r Jf 22 ;g OIA ca %Pla rn 25 CP 4 1 If If If O Z0 30VcJ 9NPt133NI9N3 N3a9O 996/-9ZP9TZ. 60:80 9002/z0/E0 Sx loo , 5x /00 ca.r.w.w l• � �Inlr.sal�. , oil" opods Cs wMwM g .i` M la►1. 13 " • w 1 � 3 s " saw~ �w 8945 e�iar 7Y4.5� r Inaa g aa Ino two s Lkditg Tatar Li■li��tatau L ( B M R 0Ak USW� ftRC �1s. i�1 FtLT� - f\T 2� D Ft Z� CNAMBEiZ"; 40 C'tF,4 "� -- 'ti2En c Al ZD _'fAru K \S yJ \ES�� 12� 0�$� C� W T hAil(� rZT X AND 3ESi 110-19 POWTS OWNER'S MANUAL AND MANAGEMENT PLAN YSTEM SPECIFICATIO FILE INFORMATION _ Owner 11' N h{ JJ Septic Tank Capacity � ZC 0 gal ❑ NA Permit # I Sep tic Tank Manufacturer W %e SQL ❑ NA DESIGN PARAMETERS Effluent Filter Manufacturer 'E sr ❑ NA Number of Bedrooms 100 oom y ❑ NA Effluent Filter Model to-q ❑ NA Number of Commercial Units NA Tank Capacity ;s E E3 ❑ NA NA Estimated flow (average)* �b g al/da y Tank Manufacturer i ES NA Pump Manufacturer ❑ Design flow (peak), estimated x 1.5* ( 00 gal/ day EuM Model ❑ NA Soil Application Rate 0 • 1p ga l/dayfe Pretreatment Unit D NA Influent/Effluent Quality (NAD) Monthly Average *" D sand/Gravel Filter ❑ Filter Fats. Oil & Grease (FOG) < 30 mg/L ❑ Mechanical Aeration D Wetland Biochemical Oxygen Demand (BODS) 220 mg/L D Disinfection ❑ Other: Total Suspended Solids (TSS) Manufacturer: Model: -< 250 mRtL Dispersal Cell(s) Pretreated Effluent Quality O A A Monthly Average * *• 34 In- ground (gravity) D In-ground (per) Biochemical Oxygen Demand (BODS) < 30 mg/L ❑ At-grade ❑ Mound Total Suspended Solids (TSS) ❑ line ❑ Other: Fecal Coliform (geometric mean) < 30 mg/L <_10 cfu/100m1 - 56 Leaching Chamber Manufa pS, cturer f� Z.NC.. Maximum Effluent Particle Size 1/8 inch diameter Model �KC Laying Lengfih/Cha *Wastewater Flow Verification and Calculations: Soil Application Rate fl Area Req. O e (Other than bedroom based) Infiltrative Surface /Chamber -ESIA Ra ting ZS • 0 Minimum Number of Chambers W ❑ A to Design Flow Rate= MA min ** Values typical for domestic (non - commercial wastewater Materials: all materials must comply with WI Adm. Code and septic tank effluent. COMMM and be installed per manufacturers specifications ** *Values typical for pretreated wastewater. and appro val letters. DESIGN CRITERIA ❑ - Wisconsin At -grade Soil Absorption System, Siting, Design & Construction Manual" (Converse et al.1990) D - Wisconsin Mound Soil Absorption System: Siting, Design & Construction Manual" Converse, J.C. and E.J. Tyler. Publication 15.22 D "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 D SBD - 10570P (8 6/99) "At -Grade Component Manual Using Pressure Distribution" ❑ SBD - 10567 P (8.6199) "In Ground Absorption Component Manual" A 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 - 10656P (N.6/99) "Split Bed Recirculating Sand Filter System Component Manual' ❑ SBD - 10572-P (8.6/99) - Mound Component Manual" ❑ SBD - 10691P (N.01101) "Mound Component Manual" Version 2.0 ❑ SBD - 10595P (8.6/99) "Single Pass Sand Filter Component Manual" I,] SBD - 10657P (8.6/99) "Drip -line Effluent Disposal Component Manual" ❑ SBD - 10573 -P (8 6/99) "Pressure Distribution Component Manual" ❑ SBD - 10706 -P (N_01101) "Pressure Di stri b ut i on Component Manual" Version 2.0 ❑ Drip -line Effluent Dispersal Component Manual for Multi -flo Onsite Wastewater Treatment Units D MAINTENANCE AND MANAGEMENT MAINTENANCE MONITORING SCHEDULE Service Event Service Frequen t condition of s At least once eve 3 D months s 3 Pump out contents of s When combined sludge and scum equals one -third 1/3 of tank volume 3 Inspec cell(s At least once every 3 ❑ months s Clean effluent filter At least once ever J. ❑ months s Inspec controls & alarm At least once ev I❑ months n yes) Gl NA Flush laterals and pressure test At least once SyS ❑ months Q years) inj NA Valves At least once every ❑ months II LZ NA Other: At least once every ❑ months ❑ s ` '1$ NA PageffA CO- i V1laa \� V� l For new construction, prior to use of the POWTS check treatment for the presence of painting products or other chemicals that may impede the treatment process and/or damage the dispersal cell(s). 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 conditions are frozen at the infiltrative surface. OPERATION The property owner is responsible for the operation and Maintenance of the POWTS and submission of required reports. The quantity and quality of the wastewater stream will affect the performance and longevity 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 wastie from water softeners, iron removal units, other clear water treatmient devices and foundation drains should be 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, vagetable/firuit peels and seeds, bones, and food solids such as those produced by a garbage disposal should be nimmuted. Tom 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. 0 Valves Valves shall be operated in the following manner: ' AlArnas Alarms should be tested on a regular basis by the home owner. If an alarm sounds, contact an individual licensed to service POWTS, There is normally a 1 day reserve under regular operating conditions, however water should be conserved. until any problems with the system are corrected to prevent back -up of sewage into the dwelling or surfacing. INFECTIONS Inspection shall be made by an individual carrying one of the following licenses or certifications: Master Phmuber, 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 ponding of effluent to the ground surface. 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 NR113, 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. ;kPump Chamber/Treatment Tanks Component . The inspection must include a test of all electrical equipment such as pumps, alarms and floats. A visual check must be made for leaks, backups, surfacing, missing or broken security devices and other hardware and the condition of any filters. Any service needs or repairs shall be promptly taken care of In- Ground Gravity Component Dispersal Cells / The inspection shall include recording the levels of ponding, if any m 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. Page_4 b of _ lo__ I __ / ❑ Mound, At- Grade, In- Ground Pressure 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 greater than 75% of the height of the component may indicate overloading or impending hydraulic failure necessitating more frequent monitoring. The pressure distribution system is provided with an opening at the end of each lateral to be used for flushing. The laterals should be flushed at least once every three (3) years. Pressure checks of systems with multiple laterals should be done to ensure that equal distribution of effluent 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• - After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled with 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 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 shuctu e, 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 limes 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 the failed POWTS. The site has not been evaluated to identify a suitable replacement area. Upon failure of the POWTS a soil and site evaluation must be performed to locate a suitable replacement area. If no replacement area is available a holding tank may be installed as a last resort to replace the failed POWTS. ❑ Mound and at-grade soil absorption systems may be reconstructed in place following removal of the biomat at the infiltrative s must compl surface. Reconstructions of such systems mp y with the rules in effect at that time. <<WARNING>> SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTIAN LETHAL GASSES 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 Z 1M Name 3tAk ti Lx P->_E *' T Phone L"1 ') Z S 3- 4 S S 1 I Phone L S 3 951 SEPTAGE SERVICING OPERATOR um r LOCAL REGULATORY AUTHORITY Name RoN s 5Ews A C SC COUP zo�lNGo Phone - 115) - 24 1 7- 065 Phone t S ) 4 jorAN KAWPDATA1ERTOWTS OWNER'S MANUAL.doc Page qc'_ of to a Page ' :} Of . S . :IC. X E PU2IP }7CT o„ Al1B S .: _ITICA a" Cl VENT PIPE 12" "M- ANNE GRADE � WEATHEMW JUNCT'iolt BOX wPPROVED ? 2S' RR l= , NIA OR MITH QUIT MANNOEX Cov FRESH ATA Ift-AKE Y/ PAULOCK t -us LAS f I!! s ED - 4C SL F ILM% - _ A y pill V - a SOLt�' SOYL C 1 SOIL FUM OFF ELL -- o _ . UjMM TANK CDtICAETE PAD - Sp=IFIC^TIcwS SEPTIC / DOSE WJUM DOSJCS PER DAY: TA11K lIAINIFAC=wm= TApK SIZES SF.P�iC __Izw_ -. GAL. 9�E YQ�1HE FI = ,_Z �. DOSE ADO GAL. ALARM CAPNCITiES r A RM: ..� o. rr = 2.1 ` _ �-�- .:'''�'_' MtJ®Ei. :$z 44..E lO\ ® _ _...Z. Y4 M MP MANUFAC : 2DEt �Z IMNICS • As Im 15.23 REWIRED DIS W.ME RATE �. S bl PtN I MO IMK= I t� Y�ERTICAL �IFE�RENCE - NF F SAM +E pipe _ EEm. . PEE? a F` - F ET DIMfTM _.._ Ii RNA4 DMI11= o .: . __4l!11 Am E dF -b MW. PERFORMANCECLNWE MODEL lo~m 70TH. DYNMAIC H PER NNUTE N EFF.UENTAND DEWAT MODF1 ' ' 151 152; 153 p " w tics tttt ur. s W w tN a tai if I of a as rs tie n m to m is a at i 1.1 • i 1t0 N R I w - •. 8 i •. 1 1!! - 11 _ M"* I 301 iL Mt la 6 T A ab 3w aMO�s M mom 151 1521153 CONSULT FACTORY FOR � �,: � SPECIAL APPLcATIONS 3 7/6 • Wo V/ • Tim III" pI,ndo arMNbb. • Eloc d+ totdupircayaMtnR ats aa�olobb and 37/4 ' Wn auppla wilt an atatnt - 4 - -- • thtiobb 1prM aonrd w#Aw as womb for =so" , ,p • i3a�iaptppib�icN inoiaiawifioatari7ehaaawa�wiiie • for — bbN laral and Mtortayolocoidrob • aMd QWftwdMibioranbloor InMolMiotM. an I F11420. thar iStl'F . 15'i/l52NS3 Sorko n n/u � is �A ldi!!3 t3 om lrYmos 1 f a AIL A im AM hoWN two �_ EV _W IMI 116 t 1 Nst I a I kdad I ler s>o i Ntn 4a t wa - i 1 Nb ! a AM ttta t t s.r 1 1 as 1 aw - >Ib t I llrts gas 1. tllsOM p traAOrls tstsl adtdt or disdb P tttdsbb NrM non wAdt. RdsrbRjwy. �] s 9w FMlM tar oon d mWd d llvWAM M" for 6*& MI bdomm of 400" Ntatraw Url,�i ad dw M r dm lW s 4.we a vlrid.Ntraot�w,rtloblo4dls t.wsaona+aiwtor� sp.dr d�ple� l� ioinwiicrieiu afAslw .r*aU.�twOfr.M.w +bi�tq�.ww a � « e�arrUrtstrl�p�del�oit/ ��MM» Oeot�MowrlirAbr�Milr�y�ioY1111. � . RETIE POWERED DESIGN f For utwauM cotttNo l a ranM alai}► isaor b erono m ad btb ft dWpn d wary ZWW Puitp. aNnraoa t •af S AW /'YID' Am ! O aopyd ft SM marsr Co. M dptls ,w noo& c� 17A46 * 8 6 5 8 9 3 2 Document Number QUIT CLAIM DEED 865893 KATHLEEN H. WALSH This Deed, made between James P. Engelhart and Steven E REGISTER OF DEEDS Engelhart, Trustees of the Robert G. Engelhart Revocable Trust dated ST. CROIX CO., WI January 11, 1990 and James P. Engelhart and Steven E. Engelhart RECEIVED FOR RECORD Trustees of the Margaret G. Engelhart Revocable Trust dated January 11 12/19/2007 10 : 35AM 1990, General Partners of the RM Engelhart Family Limited Partnership, QUIT CLAIM DEED a Minnesota Limited Partnership Grantor, and Steven E. Engelhart and EXEMPT # 1514 L n�gelhart, husband and wife Grantee. REC FEE: 13.00 Grantor quit claims to Grantee the following described real estate in PAGES 2 St. Croix County, State of Wisconsin (if more space is needed, please attach addendum): Legal Description attached hereto as Exhibit "A" Recording Area 13 Name and Return Address Jennifer A. O'Neill Lommen Abdo Law Firm Grandview Professional Building, Suite 210 400 South Second Street Hudson, WI 54016 Part of 030 - 1068 -65 -000; Part of 030 - 1068 -30 -000; Together with all appurtenant rights, title and interests. Part of 030 - 1068 -60 -000 Parcel Identification Number (PIN) Dated this day of ). /(G�.w`�i� 2007 This is not homestead property. —� (is) (is n t) * X ngelhart < � 7 * * Steven E. Engelhart AUTHENTICATION ACKNOWLEDGMENT Signature(s) STATE OF <ac�< ) ) ss. a b _County ) authenticated this day of Personally came before me this 1$ day of be C -- L.1 , 2007 the above named James P. Engelhart and Steven E. Engelhart, Trustees of Robert G. * Engelhart & Margaret G. Engelhart Revocable Trusts, General TITLE: MEMBER STATE BAR OF WISCONSIN Partnership of RM Engelhart Family Limited Partnership (If not, to me known to be the person(s) who executed the foregoing authorized by § 706.06, Wis. Stats.) instrument and acknowledged the same. THIS INSTRUMENT WAS DRAFTED BY * ��o Notary Public, State of My Commission is perwanent. (If not, state expiratio date: (Signatures may be authenticated or acknowledged. Both are not necessary.) 1b * Names of persons signing in any capacity must be typed or printed below their signature. O- PRglppp�2o2t infoproforms.com THIS IS A NON- STANDARD FORM �' Minnesota QUIT CLAIM DEED My ti0fM1. Expires Jan 31, 2010 ADDENDUM TO QUIT CLAIM DEED Part of 030 - 1068 -65 -000 Part of 030 - 1068 -30 -000 Part of 030 - 1068 -60 -000 GRANTORS: JAMES P. ENGELHART AND STEVEN E. ENGELHART, TRUSTEES OF THE ROBERT G. ENGELHART REVOCABLE TRUST DATED JANUARY 11, 1990, AND JAMES P. ENGELHART AND STEVEN E. ENGELHART, TRUSTEES OF THE MARGARET G. ENGELHART REVOCABLE TRUST DATED JANUARY 11, 1990, GENERAL PARTNERS OF THE RM ENGELHART FAMILY LIMITED PARTNERSHIP GRANTEES: STEVEN E. ENGELHART LYNN ENGELHART LEGAL DESCRIPTION: A parcel of land located in Government Lot 1 of Section 26, T30N, R19W, Town of St. Joseph, St. Croix County, Wisconsin, further described as follows: Commencing at the SE Corner of said Section 26; thence S89 °11'26 "W 1340.70' along the South line of said Government Lot 1; thence N00 1 05'17 11 W 208.70'; thence N89 °54'43" E 24.70 thence N01 °16'11 "W 523.86' to the point of beginning; thence S80 °48'09 "W 180.38'; thence N14 1 57 1 25 11 W 45.89 thence N71 1 14 1 34 "E 38.93'; thence N18 1 45'26 19 W 102.36'; thence S71 1 14'34 "W 60.85'; thence N27 °05'46 "W 67.60'; thence N43 1 49'56 91 W 181.06' to the Southeasterly meander line of Bass Lake; thence N53 °44'48 "E 371.38' along said meander line; thence S11 1 00 9 06 "E 39.91'; thence S17 °38'31 "E 500.09'; thence S89 0 57 1 08 "W 58.90' to the point of beginning, containing 122,659 square feet ( 2.815 acres ) more or less to the meander line as described. NOTE: ownership of the lands described above extends to the ordinary high water mark of Bass Lake. The approximate acreage of this parcel as described to the ordinary high water mark is 130,688 square feet ( 3.00 acres ) more or less. Exhibit "A" 04/09/2008 06:42 17153861002 DIVINE CUSTOM HOMES PAGE 01 Selz —1 1 ST. CROM CONY SEPTIC TAM NANCE AGREF.ET AND OWNERSM CERTWICATION FORM Ovmerfflu rs Adana property Address � ZeJZ S � ai b (Yaciecamw required from Plamin6 DeF42tw4o for am eowtrucdom) l , Parcel ldaadficatiar► City/State �S °�. , �-- LEGALRU O property Location V4 , V , Sec. a� . T O R i . — . Town of ST o . . Lot it Subdivision Certified Survey Map # Volume Par # W arranty Decd # b 6 62 Volume pAP . Spec home yes no Lot lines ideadli" Yes ao MAINTENANCE ee fig w 1� Props Improper we and waintaaa a of YYour ayatean could malt in its pr�►1>u maintawas caadw of pumping out due seek tact every three yeah or now, if atc6d by a tied pwnpa'. Wmt pea pat into the %ys em care affect the functim of the septic teak at a besuva t Wpe is die wow disposal sysl Owns reeponsrbiliBes are specified in ¢ Comm 83.52(1) and in Chapter 12 - St Crok C0001Y Saa#arY OrdvuuP- 11w propaty owner woes to submit to St. Croix Cana Zo=X Depschnag a wmfi itiion farm. 4", by ibe owoar and by a master phmrba, jou rneytoaa plumber• resod p or a ilceored patapa veifyssg dot (1) dic on -sire di al 60 system is in proper operation oonditi� andlor (2) aft inapaa sad puc"pk6 C'N ' dHk h 0 tine 14 fdli of sludge. Uw+e, die undersigned have read do above r%Wmacm and agm to ma,naia tote private sewage system with the standards sat forib„ hersik as act by the Depsct nad of Commerce sad dw Depsertmeud of Nabiral Resomaes. of MWAmAn. Cextilicadw daflog that your septic system bars been sfldataiaed mast be complwod and swunued to die St Grain Zoaiag Drpargttent 30 drys of the Oxce year aXpfndeat date. SIGNATURE OF APPUCAM DATE OWNTA Uwe certify at stn dds are true m die b of my/our knowledge. I/we am/ate do :) of the pmpmy described e a dad recorded is of Deeds office N TUBE OF "PLICAW DATE 090*0* Any information that is miusprassaed may result in 60 sankn7 peradt bang revoked by the Zoamj a bdude with this application a stamped w wnwy deed from d w Reg afar of Dec& Office sad a copy of die C090 A OrM mtp it rebrewe is made is the warranty deed. rifle Sheet for New Septic System Residential Application Conventional Septic System O w n e r ' s H e i n e s T t A C U N O J U eN6. IC L "A RT , 168 116 - SAcO wZ- wAj, - LAKtiv«LZ,A,J 5so44 Address 7-1 5 Ind AvF- we c3 s ctj . V a. 3 1l� Legal Descr/pt /on c-, - z3 -$4gs o 3cW, e7,. sw +4F SIE l 5�. Township 5T 3U-kf�j county Subdivision - Lot Humber LOT 2 - Parcel Lo. O 0� Page 1 ........ ............................... Tale Sheet �1O Page 2 ............. ...........................Plan View � Page 3 ............. ...........................Plot Plan \N\ .� Page 4.a, b & c ............................ Maintenance Plan P• � Page 5 .................. Pump Specs DESI�'C:•' Page 6 ......... ............................... Tank Specs • Designer aA& � +{o pus License Number Date o q - 1 5 - zcc Phone Number L i_5a 4 z. - 17 5 Signature Design /nformadon.• /n Component Manual SHDL 10705 PtN,01 /011 Page -/Of-i2- °' C7 `i1 CD T W Cn _ = to z O (n 7 � � W <<: • 0 N O O CD 0) N O v N Cl a a` N O N L, O 4 N W W v CD co a) O q o N N d 0 O O N N OD CD o CUD cn W O 3 `° f o 3 (n a) O O d O J U D fl CD cf7 CD N c. � W r p CD N N d l�r 4 CL W D Q CD W W O CO) CL -0 To O O O < 3 Q 3 cn N to CD a O O p N N Cl) tD O N O CA (D �y N -0 (y � (D _ A (P CO O CD .► Ln C r 3 O N N °Zz o p 0 Cj Z co Z N „ y a i n O � ry Q O N 0 CO u j CD c CD CD O --L 3 = I cn y. `G 7 O 'c 3 D. A z 7 mw s 3 j W T O WO CA O ' CD a (D Z v� 3 ° 3 �d 3 r CD m �! ;o CD ° CD r al p� 0 CD m n c D 3 _ y a CD O M fD O Q C 7 CD .p - y d T G CD ? C (D 0' T O O O x . � C o a m N CD o a, 0 y CD y � 0 S d -0 qD 3 O x N y CD v x- O 0.0 A CD V p E ? CA d v < O w CD CD O co a o w o0 rn a CD A w � V <-A p !v O~p O O CL ti a � _ RECEIVED s „s r .. G& -22956 ts* JQIV -7 ?C'J NEW RICHMONDt % wl �( rr .i _ OUN '9N ''•.........•'' O 2� 5T. CROIX C O SUR V V SURVEYOR'S EYOR'S RECORD' I C I I I W Q Z O uj o_ I I 2; l I dZ 4� $ LU V ? (Y 6 ¢ W f0 W O N 11 _m I f_" ~O JU c:), N V O r W I rn' p s tt U*99Z 3„ L9 Z l.00S �) \ _ ---- - - - - - S-1 o E .tYM Q SYX3 $ U j M : A0'99£ V98V OIld J - ^ Z fq Q - - L9 �7� .DDS 6 3 Zl ® - A£ o 4 p O W CJ� W LL- Q W Z G S a� a N N Q g U ' \ �i o : o a w M sw w - L � , � w ca I ` W c� Cpl z N r1. ^— Y lL C O p l� th W W � CO " Q � Z 2- C, � Iz �. co ��- I C > J i8�o3��o Z . O J LV - N lg_> + 3r- C> _ - LU / 3� N / L � 1�6. Z N wys'�WW= \ y� m CL � w ��a a�Z goy "+ � - � C. Q J Q y g1A 5T O� \ Cdr LLJ LLI c:1 O \ . _ W z `- _ �� \' • `sue °db �Sp�' LU O c cy a CO o .a ...1 . LL.. WZcii �\ \ `Oe' \ p a ¢00 5 = m v2 E5 \ ' C) V damp W �� U � � = SHEET 3 OF 4 3 of Vol. 23 Page 5495 III 1 CERTIFIED SURVEY MAP LOCATED IN GOVERNMENT LOT 1 OF SECTION 26, T30N, R19W, TOWN OF ST. JOSEPH, ST. CROIX COUNTY, WISCONSIN. DESCRIPTION: A parcel of land located in Government Lot 1 of Section 26, T30N, R19W, Town of St. Joseph, St. Croix County, Wisconsin, further described as follows: Commencing at the SE Comer of said Section 26; thence S8" 1'26'W 1340.70' along the South line of said Govemment Lot 1 to the point of beginning; thence continuing S89°11'26'W along said South line 1115.50% thence N31W43'W 937.00' to the Meander Line of Bass Lake; thence N43 324.18' along said Meander Line; thence N53°44'48'E 371.38' along said Meander Line; thence N68 171.38' along said Meander line to the North line of said Government Lot 1 ; thence N89*40'29'E 342.26' along said North Line; thence Southeasterly 127.77' along the arc of a 60.00' radius curve concave to the Northeast whose chord bears S18 1 32'29E 104.96'; thence S00°1757E 266.31'; thence S89 66.00'; thence S00°1757E 213.30; thence S89°57'08'W 370.97; thence S01°i6A VE 523.86 ; thence S89 1 54'43'W 24.79; thence S00°05'17'E 208.70' to the South line of said Government Lot 1 and the point of beginning, containing 689,658 square feet (15.83 acres) more or less and being subject to any easements, restrictions or covenants of reoord. NOTE. the acreage given above is to the Meander Line of Bass Lake. The description above does included lands below the ordinary high water mark of Bass Lake as well as the unnamed ponds shown hereon. Ownership of these lands extends to the ordinary high water mark of both Bass Lake and the ponds shown hereon. SURVEYOR'S CERTIFICATE I, Joseph W. Granberg, Registered Wisconsin Land Surveyor, hereby certify that I have surveyed and moved the previous dividing lines between the shown existing parcels. No new lots have been created. This Certified Survey Map is done in accordance with official records, Chapter 236.34 of the Wisconsin Statutes, the St Croix County Subdivision Ordinance and the Town of SL Joseph Subdivision Ordinance. This map is a true and correct representation to scale of the rearrangement of lines between the three existing parcels. I have completed this Certified Survey Map at the request of Steven, James & Joseph Engelhart, owners of said lands. Dated this 9 0 h day of February, 2007 This instrument drafted by: Joseph W. Granberg S -2295 GENERAL N077CE STATEMENT Each lot shown hereon is subject to state, county and township laws, rules and regulations ( i.e., wetland restrictions, minimum lot size, access to parcel, etc. ). Before purchasing or develcping any parcel contact the St Croix County Zoning Office and the appropriate town hoard for advice. The Town of St Joseph has reviewed the proposed'ream3ngement' or'add-W Certified Surrey Map and have no objections to this map. Date This map has been reviewed by the St Croix County Zoning Office, Date a PREPARED BY: * GRAN13ERG SURVEYING INC. 1235 C.T.H. E' NEW RICHMOND, W1.54017 PHONE (715) 24fi -7529 JOB NO. 05-005 )L' fta " . SHEET 4 OF 4 4 of 4 Vol. 23 Page 5495 P .z * GR R NEW RICHMOND WI ,oQ25 d r �� • �S ua`I� I I LU I W W sg I I¢aa o nl z I Iwo sz o N . W �0z irk �I w$ jS \ =Z 1�1�11 w O ~mo ai a ��U�� o �\ ° alw 0 i . L£'99Z 3.L9,Z 6 o00S ------- - - - - -- N Q I I en+afl 0 w I° w LL to a l° n ,, r .00'99£ 0£'E 6Z Z w d38V 0I1d3S �I ,DEVS 3.&U-00S o Q v al .• 0 0 cn �I moo u. z Z�I QI ; W W Z CV �I N 0 � u c s SIN J C. � Lu �S M LU W W C3 CV = Y � ui 01 M m��y��amwW �' �► �¢ 0 co Q c c n No C ¢ c �IQI � I LU ~ N O N F- O z z J W N N CL LO 0 z w 9 rn l LU , 1� e M s� W _ W W 1 \ z cn Z N mm� U3 C u' az ��z zo J m c i X 8 0 c) W 0 \ 0 N u) W Z Go vO O J 0 O.. \� a o y Q 5T Q LL- `) CO LL j O o o \ ��\ � \ - - - — - - - o ' LU 4 ( W LU - b XZ �►\ \ �� \ � am-c� z LLI L o u CL LL oN w ��o' \ = J � LU c) 5�` = cnF \ �F— m �`� U oW —' � - �.� -�A� + 0 SHEET 3 OF.4 Vol. 23 Page 5495 ' CERTIFIED SURVEY MAP LOCATED IN GOVERNMENT LOT 1 OF SECTION 26, T30N, R19W, TOWN OF ST. JOSEPH, ST. CROIX COUNTY, WISCONSIN. DESCRIPTION: A parcel of land located in Government Lot 1 of Section 26, T30N, R 9W, Town of St. Joseph, St. Croix County, Wisconsin, further described as follows: Commencing at the SE Corner of said Section 26; thence S89 1'26"W 1340.70' along the South line of said Government Lot 1 to the point of beginning; thence continuing S89ol 1'26 11 W along said South line 115.50; thence N31 0 5343 "W 937.00' to the Meander Line of Bass Lake; thence N43 "E 324.18' along said Meander Line; thence N53 "E 371.38' along said Meander Line; thence N68 "E 171.38 along said Meander line to the North line of said Government tot 1 ; thence N89 0 40'29 "E 342.26' along said North Line ; thence Southeasterly 127.77' along the arc of a 60.00' radius curve concave to the Northeast whose chord bears S18 104.96'; thence S00 "E 266.31'; thence S89 0 40'29 "W 66.00'; thence S00 "E 213.30'; thence S89 'W 370.92; thence S01 "E 523.86'; thence S89c54'43 'W 24.70'; thence S00 "E 208.70' to the South line of said Government Lot 1 and the point of beginning, containing 689,658 square feet (15.83 acres) more or less and being subject to any easements, restrictions or covenants of record. NOTE. the acreage given above is to the Meander Line of Bass Lake. The description above does included lands below the ordinary high water mark of Bass Lake as well as the unnamed ponds shown hereon. Ownership of these lands extends to the ordinary high water mark of both Bass Lake and the ponds shown hereon. SURVEYOR'S CERTIFICATE I, Joseph W. Granberg, Registered Wisconsin Land Surveyor, hereby certify that I have surveyed and moved the previous dividing lines between the shown existing parcels. No new lots have been created. This Certified Survey Map is done in accordance with official records, Chapter 236.34 of the Wisconsin Statutes, the St. Croix County Subdivision Ordinance and the Town of St. Joseph Subdivision Ordinance. This map is a true and correct representation to scale of the rearrangement of lines between the three existing parcels. I have completed this Certified Survey Map at the request of Steven, James & Joseph Engelhart, owners of said lands. Dated this 9th day of February, 2007 This instrument drafted by: Joseph W. Granberg S -2295 GENERAL NOTICE STATEMENT Each lot shown hereon is subject to state, county and township laws, rules and regulations ( i.e., wetland restrictions, minimum lot size, access to parcel, etc. ). Before purchasing or developing any parcel contact the St Croix County Zoning Office and the appropriate town board for advice. The Town of St Joseph has reviewed the proposed "rearrangement" or "add -on" Certified Survey Map and have no objections to this map. Date This map has been reviewed by the St. Croix County Zoning Office. -o-7 Date Date G / . PREPARED 13Y: GRANBERG SURVEYING INC. = N 1235 C.T.H. "E" NEW RICHMOND, W1.54017 PHONE ( 715) 246 - 7529 .•• `�,� � JOB NO. 05-005 SHEET 4 OF 4 Vol. 23 Page 5495