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HomeMy WebLinkAbout004-1034-40-100 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building I]y;isbn Y INSPECTION REPORT Sanitary Permit No: 429912 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)]. 5Z.62 * =7 . (b.*— Permit Holder's Name: City Village X Township Parcel x No: _ Sonnabend, David Cad Townshi q0- ILIV CST BM Elev: 71 60 . BM Elev: BM Description: ` Section/rown /Range/Map No: .2 33 ub.¢r 15.28.15. TANK INF RMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark Q F r-- . I ZS� 3 3 • - 3 I cz . 23 Dosing `- . BM AI T A �� �• / V► Aeration Bldg. Sewer Ia,i'"L- 45.1 Holding St/Ht Inlet q r St/Ht Outlet TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic I Dt Bottom Dosing u tf �1 Header /Man, o � lol.i3� Aeration Dist. Pipe S. o 5.0f ID •'�/ z Holding Bot. System M n = 0, PUMP /SIPHON INFORMATION Final Grad I he a*- t + ` 0 0 ow M&444-6Cj Manufacturer 1� Demand St Cover E L�.�"12 C Model Number 11-- I L(O LtIAcl �. j �i►�f,•23 , 9 3� t�• DH Lift Friction Loss System Head TDH Ft 0. Force main LeriMN Dia. 2 w Dist. to Weil r4) AO . S L ABSORPTION SYSTEM �ti 3.84 Width Length No. Of T sAshes PIT DIMENSIONS No. Of Pits Inside Die. Liquid Depth IMENSIONS $r �Sf C ( t _ AS. SETBACK SYSTEM TO P/L JBLDG WELL LAKEISTREAM LEAC G Manu et rer. INFORMATION CHAMBER Type Of S ysterr>n 12 f �7 UNIT Number. DISTRIBUTION SYSI N . Y- Header /Manifold stribution p x Hole Size � x Hole Spacing Vent t0 Air Intake r Pipes) /_ •� Length •a Die Length Spacin 1 • y I N • �' 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 Bed/Trench Edges Topsoil Yes � No Fig] Yes X No /CO M �TS�(Inclu �cr@{�gr►Fie persons present, etc.) Inspection #1�/ (51 f 3� Inspecti" oc 374 310th St Wilson WI 54027 S 1/4 NE 1/4 15 T28N R15W NA Lot 1 � Parc1M ( ) 1.) Alt BM Description =To? 2.) Bldg sewer length = —1 S - amoupt of cover = Z t( Plan revi sion Required? ® Yes No hN• 22 Use other side for additional information. SBD -6710 (R.3/97) gat CCILL SS Insepctors Signature Cart. No. Safety and Buildings Division County 201 W. Washington Ave., P.O. Box 7082 Wv�cvnsin Madison, WI 53707 - 7082 Site Address Department of Commerce Sanitary Permit Application S `� 42-9912- In accord with Comm 83.21, Wis. Adm. Code, personal information you provide ❑ .Check if Revision may be used for secondary purposes Privacy Law, s15.04 (1)(m) I. Application Information - Please Print All Information State Plan I.D. Number ,dc 2,T2- 62 . !D Property Owner's Name Parce Number 4'� V �� c - E—lo3y -�oa Property Owner's Mailing Address Loca /1m 3! S'7 S � '-A k'k; S / T.2 0 N, R�r E City, State Zip Code Lot l umber Block Number RECEIVED iee�iHme CSM Number ss 2 P 1 20 -I-Oi2lq- (V. 16L?. 4y-33 II. pe of Building (Check all that apply.) ❑ Ci L ty ❑ 1 or 2 Family Dwelling -Number of Bedrooms ❑Willa e ❑ Public /Commercial - scribe Use g @�Townshi ❑ State Owned = O u Nearest Road ; b.o`t LO ' � . a 3/0 III. Type of Permit: (Check only one box on line A. Numbering is for internal use. (Complete line B, if applicable.) A. New 3 ❑ Replacement of 6 ❑ Addition to System 2 ❑Replacement System Tank Only Existing System For County use B ' ❑ Check if Sanitary Permit Previously Issued [ Permit Number Date Issued IV. Type of POWT System: (Check all that apply. Numbering is for internal use.) 44 ❑ Non - Pressurized In- Ground 210 Mound 47 ❑ Sand Filter 50 ❑ Constructed Wetland 22 ❑ Pressurized In- Ground 41 ❑ Holding Tank 48 ❑ Single Pass 51 ❑ Drip Line 45 ❑ At -Grade 46 ❑Aerobic Treatment Unit 49 ❑ Recirculating 30 ❑Other V. Dispersal/Treatment Area Information: —mo Design Flow (gpd) Dispersal Area Dispersal Area Soil Application Percolation Rate System Elevation Final Grade equired , 1 n� Propo�d_ „ Rate (fi` s. /Days /S (.) (Min. /Inch) Elevation b be- � C O — ) DO /3 /S`oo , y /00-.57() /02. z'7 VI. Tank Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Tanks Concrete Constructed Glass New Existing Tanks Tanks 0 or Holding Tank las- /2,T0 t� Dosing Chamber VII. Responsibility Statement I, the undersigned, assume responsibility for install of the POWTS shown on the attached plans. Plumber's Name (Print) PM signatu e M Number Business Phone Number ' 2 / Plumber's Address (Street, City, State, Zip Code) 37Z /� S T ��e•� VIII. Count /De artment Use Onl ❑ Sanitary Permit Fee (includes Groundwater Disapproved Date Issued Issu' g Agent Si gna a (No Stamps) Ot Approved Owner Given Initial Adverse Surcharge Fee) 3 ��� ZZ �3 Determination IX. Conditions of Approval/Reasons for Disapproval 'r_ C1 ` . � � w�cw� / 7 1 t�o�v�ud 5oecifa S ) S " W j�°t'b2Dt 64 ttach complete plans (to the County only) for the system on paper not less than 81/2 x 11 inches in sue SBD -6398 (R. 05101) (Fumo i I J qrr AN ■ a l 15, 2003 V Designer CUST ID No. 221471 Responsible Party DENNIS J GILLE GILLE TRUCKING & EXCAVATING, INC. 352 140TH ST AMERY WI 54001 -2840 ADDITIONAL INFORMATION PHONE CALL Identification Numbers Transaction ID No. 852627 SITE: Site ID No. 657136 David Sonnabend Residence Please refer to both identification County Hwy N numbers, above, in all correspondence Town of Cady, 54027 with the agency. St Croix County SE1 /4, NE1 /4, S15, T28N, R15W FOR: Description: Four Bedroom Mound System Object Type: POWT System Regulated Object ID No.: 896831 The submittal described above has been placed on HOLD and the review and approval is pending subject to receipt of the ADDITIONAL INFORMATION and accompany the resubmittal: • Plot plan scale and dimension. Safety and Buildings 4003 N KINNEY COULEE RD ` LA CROSSE WI 54601 -1831 TOO #: (608) 264 -8777 I sconsn www.commerce.state.wi.us /sb Department of Commerce www.wisconsin.gov Jim Doyle, Governor Cory L. Nettle Secr April 15, 2003 CUST ID No.221471 ATTN: POWTS Inspector DENNIS J GILLE ZONING OFFICE GILLE TRUCKING & EXCAVATING, INC. ST CROIX COUNTY SPIA 352 140TH ST 1101 CARMICHAEL RD AMERY WI 54001 -2840 HUDSON WI 54016 CONDITIONAL APPROVAL Identification Numbers PLAN APPROVAL EXPIRES: 04/15/2005 Transaction ID No. 852627 SITE: Site ID No. 657136 David Sonnabend Residence Please refer to both identification numbers, County Hwy N above, in all correspondence with the agency. Town of Cady, 54027 St Croix County SE 1/4, NE 1/4, S15, T2 8N, R15W FOR: Description: Four Bedroom Mound System Object Type: POWT System Regulated Object ID No.: 896831 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. The following conditions shall be met during construction or installation and prior to occupancy or use: General Approval Requirements: Cnnd • This system is to be constructed and located in accordance with the enclosed approved plans and with the APPF "Mound Component Manual for Private Onsite Wastewater Systems VERSION 2.0" SBD- 10691 -P (N.01 101) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems IDE WMEN am VERSION 2.0" SBD- 10706 -P (N.01 /01). OF • Per manual cited above, limited activities are allowed in the area 15 feet down slope of the component area. UE CORR Soil compaction, excavation, vehicular traffic and other similar activities that impact the treatment and dispersal are prohibited. • The well must be a minimum of 25 feet from any POWTS tank, and a minimum of 50 feet from the absorption area. chs. NR 811 & 812c • A Sanitary Permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stat • Comm 83.22(7) A copy of the approved plans, specifications and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. DENNIS J GILLE Page 2 4/15/03 • The changes made to this plan on 4/15/03 by this reviewer were acknowledged and approved by the system designer. The pump on/ off settings are set at 4 inches. The Huffcutt 1250/750 tank has 45 inches of liquid. Owner Responsibilities: • Comm 83.52 Responsibilities. The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). • Comm 83.52(2) A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. • Comm 83.55 The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. All permits required by the state or the local municipality shall be obtained prior to commencement of construction /installation/operation. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 Charles L Bratz J POWTS Reviewer II , Integrated Services WiSMART code: 7633' (608)789 -7893 , 7:45 am - 4:30 pm Monday - Friday cbratz @commerce.state.wi.us cc: Leroy G Jansky, , Wastewater Specialist, (715) 726 -2544 MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Commercial Application INDEX AND TITLE PAGE Project Name: DAVID SONNABEND Owner's Name: DAVID SONNABEND Owner's Address: 3157 GEORGIA AVE CRYSTAL MN. 55427 Legal Description: SE NE S 15 T28 NR 15 W Township: CADY County: ST.CROIX Subdivision Name: Lot Number: Block Number: Parcel I.D. Number: Plan Transaction No.: Page 1 Index and title Page 2 Data entry RECEIVED Page 3 Mound drawings 1911174 Page 4 Lateral and dose tank��, MAR 2 7 2003 Page 5 System maintenance specifications t u Page 6 Management and contingency plan r0'C0IMMCRC6 SAFETY & BLOGS DIVR Page Pilm p curve and specifications ryz?� ILQtNCs I S �; cSP( )NDEN Designer: DENNIS GILLE License Number: 221471 Date: 03/13/03 Phone Number: 715 - 268 -6637 Signature: �V� Designed Pursuant to the Mound Component Manual for POWTS Version 2.0 SDB- 10691 -P (N. 01/01), and SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST -SAS (01/81) Version 3.11 (R. 06/01) Page 1 of 7 Mound and Pressure Distribution Component Design Design Worksheet $its Information (r or c) r. Residential or Commercial Design Note: Sand fill (D) calculations aesume a 400.00 Estimated Wastewater Flow (gpd) Table 83.44 -3 in -alto co tr for fecal 1.50 Peaking Factor (e.g. 1.5 =150%) coliform of <. 36 inches. 600.00 Design Flow (gpd) 0 0:05 Site Slope ( %) 100.00 Contour Line Elevation (ft) 35.00 Depth to Limiting Factor (in) 0.40 In-situ Soil Application Rate (gpd/e) Distribution Cell Information 75.001 Dispersal Cell Length Along Contour (ft) = 8.00 Cell Width (ft) 1.00 Dispersal Cell Design Loading Rate (gpdtlf) 1 I Influent Wastewater Quality (1 or 2) Are the laterals the highest oint in the distribution Y Pressure Dlsribution Information network? I=nter Y or N' (c or 0) C Center or End Manifold 4.00 Lateral Spacing (ft) If N above, enter the elevation ft 4 Number of Laterals of the highest point. 0.125 Orifice Diameter (in) (e.g. 0.25) 1.50 Estimate Orifice Spacing (ft) = 6.00 fe /orifice 2.00 Forcemain Diameter (in) 80.00 Forcemain Length (ft) Does the forcemain drain back? Y 90.00 Pump Tank Elevation (ft) Enter Y or N 6.50 System Head (ft) x 1.3 14.68 Forcemain Drainback (gal) 10.50 Vertical Lift (ft) 46.83 5x Void Volume (gal) 3.14 Friction Loss (ft) 61.51 Minimum Dose Volume (gal) 20.14 Total Dynamic Head (ft) 41.19 System Demand (gpm) Lateral Diameter Selection Manifold Diam Selection in. die. op tions choice in. die. options choice 0.75 1.25 x X 1.00 x 1.50 x 1.25 x x 2.00 x 1.50 x 3.00 2.00 x 3.00 x Gallonsflnch Calculator (optional) Treatment Tank Information 750.00 " Total Tank Capacity (gal) 1250.00 Se tic Tank Capacity (gal) 44.121 Total Working Liquid Depth (In) HUFFCUTT Manufacturer 1 17.00 gal /in (enter result in cell 849) Dose Tank Information effluent Filter Information 750.00 . Dose Tank Capacity (gal) Zabel Filter Manufacturer 17.00 Dose Tank Volume (gal/In) A100 Filter Model Number HUFFCUTT Manufacturer Project: DAVID SONNABEND Page 2 of 7 EO 39dd 9NI7onal 3� 080L89ZSIL 69 :90 E00Z /01 /00 I � Mound Plan View 1/ Observewn pipe ;4►; J K . w , w , W ' y ; w �;�; •ti;w';;,•, "�ti�ti�����,� b•w "� "w.ti,w.S.ti� • w.w — T • r•r r �' r•r J; - r d "J•J" : »JRR•vJ.J•rxfti�l'.JY •YfRJ�rY:Y RY :�" • rw,S � y.y � ""5.�..y.w +r � IS . + "•• ,"••.••.•• :S. "..ypS•S" w� r••• J "r•r•J•J ": r,r Jv: -r�.� r•r. J :r,:.rY Y••rYr. A w, wYwY�..{� y.•yY•NYwY.,. . ..Y.,. , W r•+••r.r.,�Y.•Y.•.r.r.. ,••r; r• r• r• r• r• r+ J- J•:J :•J•J^:r,t +l . . l Mound Component Dimensions Down slope toe extension made. A 8.00 ft E 6.05 in H 1.00 ft K Aft ft B 75.00 ft F 9.25 in z 12.00 ft ft D 6.00 in G 0.50 ft J 5.30 ft W 600.00 (ft) Dispersal Cell Area 1500.00 (ft Area Available 8.00 (gpd/ft) linear loading Rate 7.50 (ft) 1/10 B Obs, Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 102.27 (ft) •"�`- ! �.. H F in 101.00 (ft) lateral 100.50 (ft) —I► Invert Dispersal Cell t Elevation _ .� A • • tidy v - - - a 4 - • ... �. a..',_... _.. _ ._ ..., _... 100.00 (ft) Contour Elevation 0.1 % Site Slope Geotextile Fabric Cover Shading Key o Dispersal Cell! See lateral details on D Topsoil Cap 1.5 ft Page 4 for number, size, Y�.;.Y�.�.f.s.r.fY .rY` !!ii! w `0 5 w• z••,•ti• and sp 0 S u b so i l Cap •r��. rr $A 9 of laterals. ASTM C33 Sand d ��.:��? ;�r ••;�:1:.:�.y:y. F Laterals are equally • : 7 • • . "'� • s paced from the Tilled Layer. c 0.5 ft :Rr Tmlcai Lateral ;�,'; p w +1r1,•1 «•Y•1•w 1.; f•r•.r•.•r.�..�; distribution cells Q " , Aggregate 0 1.Y••f; r.r. rYr.r.rYr:Y» centerline in the ----- A distribution cell (AxB). Project: DAVID SONNA13END Page 3 of 7 00 39Vd 9NI71ondi 311I9 080L89ZSTL 69 :90 8002 /171/170 Center Q2nnectoon Lateral Layout Da Foree male oottMOtion vis qa a aoss eo maNFold at any paint, t.atarats era IdanNo at ( P S +K Turn-up wt6nllvatveor J(-X- -++FM2 W21 Latwals &forormakrof PVC Sok40 oteancutplu0 par COMM Table ft4.M Holes drlrad on tine trottotn of the lateral. Number of Laterals 4 Orifice Diameter 0.125 in Lateral Diameter 1.25 in Orifice Spacing (X) 1.50 ft Lateral Length (P) 36.75 ft Orifices per Lateral 25 Lateral Spacing (S) 4.00 ft Orifice Density 6.00 ft lorifice Lateral Flow Rate 10.30 gpm Manifold Length 4.00 ft System Flaw Rate 41.19 gpm Manifold Diameter 1.25 in Total Dynamic Head 20.14 ft Forcemain Velocity 4.21 ft/sec Dose Tank Information Locking cover with warning label and locking device and sealed watertight Electrical as per NEC 300 and --- 1 Comm 16.26 WAC Discorme �► in. min. Tank component is properly vented E---- Alternate outlet location Forcemein diameter HUFFCUTT Manufacturer 2 in. Ca aci 750.00 Gallons Volume 17.00 gal /inch A Weep hole or anti - Dimension Inches Gallons B siphon device A 32.50 552.48 B 2.00 34.00 C Pump off e levation R C 3.52 61.51 90.50 D 6.001 102.001 D 1. Tote! - 1 .121 750.00 1 F � —J Doss lank elevation (ft) 3" Bedding unrTer tank. 90.00 Alarm Manufcfacturer LEVEL ALARM Alarm Model Number DVL Pump Manufacturer ZOELLER Pump Model Number 1140 Pump Must Deliver 41.19 gpm at 20.14 ft TDH Project: DAVID SONNABEND Page 4 of 7 90 39Vd 9NIAondi 311I9 080L89ZSTL 69 :90 E00Z /bT /00 Mound System Maintenance and Operation Specifications Service Provider's Name DENNIS GILLE — Phone 268 -6637 POWTS Regulator's Name ST. CROIX CTY. ZONING Phone 386 -4680 System Flow and Load Parameters Design Flow - Peak 600 gpd Maximum Influent Particle Size 1/8 in Estimated Flow - Average 400 gpd Maximum BOD5 220 mg /L Septic Tank Capacity 1250 gal Maximum TSS 150 mg/L Soil Absorption Component Size 600 ft a Maximum FOG 30 mg/L Type of Wastewater Domestic Maximum Fecal Coliform >10E4 cfu /100 mL Service Frequency Septic and Pump Tank Inspect and /or service once every 3 years Effluent Filter Should inspect and clean at least once every 3 years Pump and Controls Test onc6'every 3 years Alarm Should test month) Pressure System Laterals should be flushed and pressure tested every 1.5 ears Mound Inspect for ponding and seepage once every 3 years Other Miscellaneous Construction and Materials Standards 1. Observation pipes are slotted and materials conform to Table Comm 84.30 -1, have a watertight cap, and are secured in as shown in the mound component manual. 2. Dispersal cell aggregate conforms to Comm 84.30 (6)(i), Wis. Adm. Code. 3. All gravity and pressure piping materials conform to the requirements in Comm 84, Wis. Adm. Code. 4. Tillage of the basal area is accomplished with a mold board or chisel plow. 5. The mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration. Lateral Turn-up Detail Finished •....••.......• ..............• Grade 6 -8" Diameter Lawn Threaded Cleanout Sprinkler Valve Box Plug or Ball Valve Distribution Lateral Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: DAVID SONNABEND Page 5 of 7 s Mound System Management Plan Pursuant to Comm 83.54, Wis. Adm. Code General This system shall be operated in accordance with Comm 82-84 Wis. Adm. Code, and shall maintained in accordance with its' component manuals [SBD- 10691 -P (N.01/01) and SSWMP Publication 9.6 (01/81)] and local or state rules pertaining to system maintenance and maintenance reporting. No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 84nches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. Sepft Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet finer shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1/3 the liquid volume of the tank. If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation In the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products are used they shall be approved for septic tank use by the Department of Commerce. Puma Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary. Mound and Pressure Distribution System No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October - February) dictate that the mound be heavily mulched as protection from freezing. Influent quality into the mound system may not exceed 220 mg/L BOD5, 150 mg/L TSS, and 30 mg/L FOG for septic tank effluent or 30 mg/L BOD 30 mg/L TSS, 10 mg/L FOG, and 10" cfu/100 mL for highly treated effluent. Influent flow may not exceed maximum design flow specified in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the initial test when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and any levels above 6 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. Continaency Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component(s) shall be immediately repaired or replaced with a component of the same or equal performance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced in its' present location by increasing basal area if toe leakage occurs or by removing biologically dogged absorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. See Page 5 of this plan for the name and telephone number of your local POWTS regulator and service provider. Project DAVID SONNABEND Page 6 of 7 , "��?�"��►��'�� 'ti7t7u. t1 I�IV�MINFtE �}3 _ 43 �!9Ctl�•9" atn't.6ii1VT AND A, fL+�rN an q rn asra im AID ,,R_ qC� xlp ttrrt _ 1A ■rr sts as . :.c ±tir rare Out fgtrr r all W _ IM IN NA — n ,fin I 1 UNP. i ..�,e ...t�]...,• _ ' q _...� .._ _.. �; �1p .� on _� Aq ra t � t r q . },.. 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Pnur(4) ttatm,tWryfgrrattaniytx h watr�ziigrt nimamlanarwlrad�inafmpt�x or 2 pump ape mTjm4 s I p- 7�7U U .14G v rari ode......_ � N -'7A4 'hl� - �Vruy m k 0 74.0 9 rm1 alai fiir�r "_ T; „ bIx ��9.3�..._,?J” e qa trr a �Wft �tl�ai�t0t, 6 wil amrfi &� 4timt7�9t smr�lt t���ro�t u °, tirmdttEirxmttutugpn >Jmuw4uiilovrro-•��tr„ , rm nirxrennmgn. �mdPa ttpr�t�nrrrgQRrnu�frapnryrNNN lnYarNlFrA0.,p( owvat1mdsm* wd KOMIAC, mw, ,;nmrur IamoW, R ISBERVE POMIRED DESIGN " M...,.F erfg 0er i frta the CIO gn ofi amy � t.err�►rrlya,.�'}+.�g13t1�YQP tl��a�?xrtrmr�nr . wm � w 7yo-wor IW P m ! we 'r t(Br r1(m NMI Yl4 .I(g)o v �ras•rd'..7�j'WI � 7 tann�rrafa _ 04/•15/2003 07:12 715268708 GILLE TRUCKING PAGE 02/02 _ _._._ ,�" . &'' r - .d. r _ ....._ _..._..rte....: ,....__ ._. , f ' ..:. ... ... ............. ...... . ....... .. .. ... . ... . ....... .. .. .... ... . /I ........ �_.-. .w�,.xw o f Lo 10 oo 1 ...._.w w_....__..... w•_W . a Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of 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 indude, 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. Please print all Information. Reviewed by Date Personal information you provide may be used for secondery purposes (Privacy Law, s. 15.04 (1) (m)). PropTVYwner A Property Location Govt. Lot 3& 1/4 4 A5 114 S T o7 N R fs E (or) Property Owner's Maill Address Lot # Block # Subd. Name or CSM# 31X '7 ck City Stfre Zip Code Phone Number C] City Q village (M Town Nearest Road ts-r ss - 7 ( ) 3/a ew Construction Use: ❑ Residentlal / Number of bedrooms Code derived design flow rate GPD E] Replacement 0 Pu II commercial - Describe: Parent material Flood Plain elevation if applicable ft. General comments and recommendations: ® Boring # ® Boring q C� ❑ Pit Ground surface elev. / /i 7 ft. Depth to Ilm[ting factor 3 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 21 -/ !o YR 5/% L lin see �rvFi� rr� 3 /G 3 8 7. sy �/Y �. S d mi °� �✓ /v,� , S' ❑ 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/fta in. Munsell Qu. Sz. fiont. Color Gr. Sz. Sh. 'Eff#1 *8ff#2 V . 6 c m r !o! CIS S xe *. Effluent #1 � B00 n 30 < 220 mg /L and TSS yPM _< 150 mg/L * Effluent #2 = BCD < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) ture CST Number eo m / a G.' // -1-0 ..- Z A / < 7 ( Address Date Evaluation Conducted Telephone Number 7 z, 110) Im- 5 h,er 1�1 �"5/od / y �� ©. 3 7l f ,2GSr • 66 SBD -8330 (801/00) 80 3JCd 9NI>ionai 311ID 080L89ZSTL 69:90 E00Z/bT/b0 61YZ awm (511) Sf l vela �I C SLbS IM •eruouWM rPeon,�una�SrSC�[ 616UL ssaj ppv = , laJaegoS 'f oanaaS aml 6uPd &AmW) � iso 11� OC > 5'8i pur 'yfiW p f > pp. = G� 3 lfXu 09L > Oec SSl Pu LPL 02z 5 QE a QOfl = L1F 1MIYB . i `7 46 TS'rJ afuJ 7uoD 7s np YAW i�K'd�J goof! tiepuno8 9�,m� dar �+! is earyxal uo4dwmo =pat! po iu�ul� tofta U=M14 Bleb uoj I!aS o Lisdioa y Agile WVj_ s punojE)' u d R A 'fib p1 d 7 �rh 76f ku d-} a w a� VPO �vadV QOOH �me 1 wummmem ��►ielS ergxal uogd{n b LOOS D ILWUJOO Wwo uo eH � &W q al w ft 11 r b •Aap welns punoica Ild �� ❑ � �1�6 ! I t 'je»./Ud e af a o c l �o p i n " ��a�. :supgepugwwo�ed e;ae�u_dds; IIQr.�.e;4 V '4u�+ua+1j "lew {naiad remmmmoo jo �Igry a l uaAua�doa C] adti p ole„NO, Up") Pe�Fpp epos —�-- JO Agqwrw i lew4plsaa wsn uob'J nnaN 4d auoyd aPvJ &Z GAS Apo M (i 8 1' a N �r S s aR !' /l �AP1/BU!FVW w,"umO �odad 91 El "atiwd q ,ag � {(w} (0 ►0-41 V 'Ozl A*Wdl Wsadtd" uenn Jq Pacn eq Aew upewid nog u glnwolul K'wu�gl e>ea Acl poMp�eea - uo 1 4OUDG ar be ;ijpd eseerd O l Ind pem }Sgl eon of uauelslp pus uorle- Pue'MQW 4Wu 'suol9u®wlP )a eleas 'adgs Iua�aG pub ut"PlAp MS) }clod aauamjcu R7ur,¢uou 04/14/2003 06:59 7152687080 GILLE TRUCKING PAGE 09 r l I j _... __ - .�._........ _.. __ I T l -- - - 4: 1p/ 1 0 7 I L — f I I i I i ff l ' 4 03/12/2003 11:12 7152467227 HALLE BUILDERS INC PAGE 03 Dec 09 02 02:22 p.3 r'rr�rrxrlybwno�,,, _.tr,�.��ubi,r,e�kr�. Paroel Page -.,C or Bor ing I • J Pit Grourve eurracs efev.1Q ion 7 Il Dwrith to limiting bLIor �_ in. i I lorizon Depth Dotninnot Color Soil Icilliw Rate t p Rodox Desvlplion Texture 5ltvtlurA Gortsistenoe eour4sry Roots CPOM tn. FJivnsrll _0u, SGon1. Cokrr Gr. St 5h. BolingM C1 Boring -- ❑ Pit (;round surface elev. `R Depth to timi fador � _ in. { F 1wizon Depth Dominant Color Radex Desaipticn Twct Soil tcadlon Rate ure $Irudurn Cor►s�tence BoYfkipry Roots Cp�t in. Mvnrf u du, Sr- Cons. Cok,r Gr. Sr- Sh. 'E!T>Yl 'EW2 t f - I` i Pit Grount! 6ufapr elev. � R p�,ti � f factor fCrizon 0"Ih Dor►rinant Color Reclox desai tton SoB a� Raw Te Sirudure Ctx►sstones OmmaLbry Roots GPfJVR' m. Mun ^.alt ou. Sz Cont. Color Gr. SL Sh. 'Etl#7 'EffAt2 F -Muent #I = ©DP, > 30 , c 220 n+ryL WD and TSS X30 < 150 rnprl - i~rnvont >T 2 = . - -• 1 30 m9iL and T5S a 30 mgIL T'he DCPart;rnent OfCommrrcc is nil equal opportunity service Providerand employer, fryou aced assistahcr to access services or need rr+at-ill in an alternate furrnat. f,icase contact the department at 608. 266.3151 or TTY 608- 264.8777. •tu et u�rer t� erMOt 03/12/2003 11:12 7152467227 HALLE BUILDERS INC PAGE 04 p.4 Dec 02 02 02:22F v� �3 CST �c c�k ;� ra• art Q Vn„��p.,.. • �aC k �w P . t Rork r eke.�.b e.., Gw s �'!y PX'la S r rte, R i7 qu yg.�t `� � qo � I Wiscodsin Department of Commerce SOIL EVALUATION REPORT Page I/ of Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code , County S7 — Attach complete site plan on paper not less than 8 1/2 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. Please print all information iewed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). M3 9 0 Prop Owner_ Property Location Govt. Lot 3,6�- 114 h l 1/4 S T o7 �j' N R /j E (or) Property Owner's Maili Address Lot # Block # Subd. Name or CSM# 31,5 ahk-c City St a Zip Code Phone Number City Village ® Town Nearest Road ew Construction Use: ❑ Residential / Number of bedrooms Code j-' I design flow rate GPD ❑ Replacement M Pu liF commercial - Describe: Parent material Flood Plain elevation if applicable ft. General comments and recommendations: ® Boring F�;]Boring # ❑ q q 7 Pit Ground surface elev. / /0 ft. Depth to limiting factor 3 7 ' in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ftz in. Munseli Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 to / 0 8' 1 0Y Z// 2 /0 Yk Y/3 - G lrr sex AV'X?e w im . � 3 16-3 1 5V y/Y L, c zol S6A A/ -Wc' �✓ lU,� , S ,� F] Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD 1ft in. Munsell Qu. Sz. fiont. Color Gr. Sz. Sh. *Eff#1 I *Eff#2 L3 �"/ oa, Z- 6 * Effluent #1 = BOD > 30 < 220 mg /L and TSS >30 _< 150 mg /L * Effluent #2 = BOD < 30 mg /L and TSS < 30 mg /L CST Name (Please Print) g ture CST Number �nh, s 11 ZA / 4 ? Address Date Evaluation Conducted Telephone Number SBD -8330 (R07 /00) Property Owner Parcel ID # Page of F-1 Boring # E] 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 F 1 1 F-1 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 F-1 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /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 service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608 - 266 -3151 or TTY 608 - 264 -8777. SBD -8330 (R.07 /00) . ����� •� is �'a �'n his- w 2 � >�� > l _ 1 - Yo - -, _ po aas i � I I i ._ �_ 1 — ,a :: - � _ _ __ ---r — — — -- L �' , I � I I I i• ' i I -- — — _ �, y � ' � ,. �, �'�. it II I 'i i I i __ _ ', _ � '. � � I I I I '. �.. I �� - � � �, i ' ' I I � - - -- I r � � � t __ !_ � _ I '_ __ I I _ _ � '. i '. '. ' ' ' I, ' I � _ I �� i I l i i I I � i I I _ _ ; � � j j �, L it i ,. - I — __ I ' I I I _ !_ I I r __ I � � �. _ _ I _ _ � _. I ' L , i I I I ', I �' ' ' I ', ' i i j _ _ __ — I_ � ,� I �� I � , � � I i I ' �� __ _� _. _, � I i I I —_ ' I I I, ' I ', � _ I I —� , ` � � _ __ i I '� I I i 1. ' it I ( I �I I � i _ I � I I __' _, r - _ � � I I �. i '- i � I, I ; I i i f- I i i - - -_ � - __ � I i i i - -_ �L � � � , ''� �I !� � � I ' � j � ; � -- � i ;� ��, , � I � ', , I _ I - - �- - I I � i � i - ; - � � - - r � I � ( I i _. _— — -- I i i I I I i � I I -,- - ,.., - - � � I - - -- -- �.._ i � � + I � � � ' I I I I .� I — — — — I i � � I � I - i I I I i _. _ _ � � � I II ' i I I - � � � � — — r �� � � I I i �I � I � I I >- -- � _G � � � � i I, � ', -_ _ � I - - I i � � i ST. CROIX COUNTY WISCONSIN ZONING OFFICE u " "u " "' ••• ■, ST. CROIX COUNTY GOVERNMENT CENTER 1101 Carmichael Road -t- Hudson, WI 54016 -7710 (715) 386 -4680 FAX (715) 386 -4684 January 17, 2003 Steven Schaefer, CST #787919 N7815 County Road "J" Menomonie, WI 54751 Re: Soil Evaluation Reports for Sten Hubinette, Cady Twp. Dear Mr. Schaefer: Pursuant to our telephone conversation on January 16th, my review of the submitted soil reports for Mr. Hubinette indicated the need for additional data before the reports will be accepted by our department. The following items must be addressed: Site 1- 15.28.15.239 40 acre parcel south of County Rd N on 310"' Street Two of the test pits ( #i & #2) indicated redoximorphic features immediately below the A horizon, which is considered an "A +0" condition (Redox features or mottles are interpreted as zones of seasonal soil saturation). This is not acceptable for installation of a sewage disposal system and St. Croix County Sanitary Code 15.04(3)(a)3 states "Holding tanks are prohibited on new construction." (See enclosure) Wisconsin Admin. Code Comm 85.30(2)(b) requires that the highest elevation of seasonal saturation shall be the ground surface where redoximorphic features are present within 4 inches of the bottom of the A horizon. Because the profile description for Test pit #3 provides the minimum 4 inches below A horizon, further investigation may be worthwhile to find a mound site on this properly. Per Comm 85.30(5) you are entitled to request a determination by either the zoning office or a wastewater specialist (Leroy) regarding the soil saturation conditions on Site #1. it - Lot 1 Certified Survg Ma CSM), north of Coun Rd. N on 310' St. 1. All three test pits have horizon profile descriptions that indicate depth to mottles at >36" from the ground surface in sandy textured soil. Wisconsin Admin. Code Comm 83.44(3) Table 3 requires a minimum depth of unsaturated soil for treatment purposes in sand at 36" below the treatment system. This would allow the option to install either an at -grade system or mound system based on the data provided. The contour elevations and tested area as shown on the site plan require careful planning for the system to be located along a selected contour and maintain adequate distance from the property line to comply with setbacks required in Comm 83.43 -1. 2. Depending on the reason mottles were observed in the fourth horizons, additional test pits to a depth 4 feet below the mottles may be worth considering to determine if an in- ground system is Schaefer — Page 2 possible on this site. According to the soil survey map, the area tested may be in Arland silt loams, which typically are underlain by weathered sandstone bedrock. The sands encountered may be mottled due to the more resistant material below, but it may not be evident until the backhoe can dig a couple feet deeper. The property owner should be made aware that the additional soil evaluations may only confirm the need for the previously recommended systems, but the information may also provide some flexibility in the size and orientation of whichever system can be installed. 3. The site plan for Lot 1 report was not accurately scaled based on dimensions of the CSM. It needs to reflect the 194' frontage and the relative location of the tested area to the proposed house. 4. The report form stated the number of bedrooms used to calculate design flow as 4; the site plan "proposed house" showed 3 BDR — this needs to be consistent to avoid confusion by potential system designers or installers. 5. The soil descriptions for horizon 4 are incorrect for sands — if you have single grain (sg) listed under Structure, use a 0 for structureless grade and use the modifier referring to size under Texture (as in "fi. ", "med. ", "co." using the USDA system). Also, consistence of sands should describe whether moist or dry and if any particle adhesion or cohesion is observed. The Dept. of Commerce Soil & Site Evaluation Handbook and the Field Book for Describing and Sampling Soils Version 1.1, (available through WOWRA) are handy references that I use when checking correct nomenclature. If you have any questions regarding the above requested changes and /or additions to the soil reports, please feel free to contact me at the Zoning office number. Sincere mela Quinn Zoning Technician Encl. St. Croix County Sanitary Ordinance 15.04 Cc: Sten Hubinette, property owner Leroy ]ansky, POWTS Wastewater Specialist file RECEIVED APR 1 1 2003 ST. CROIX COUNTY ZONING OFFICE baa- �qa5 fl,Sq�3 ,t� (oo:o� ,. R SA 6 t. a�� ag' qC M —o cam ►�e,s� 5+�... L� u b � h g` � S £ V /y, `c( S, 7�"asarsv - A � T6 W o F c4d • S,b� 1 ,,q a ty o 0 vote - RKEIV•ED J ►`� APR 1 1 2003 ST. CROIX COUNTY ZONING OFFICE 4 S Mgt 0 t (Lb0 c)) Al e o dR a�f"_.t3 V1 W qs n gl O f� C o � r';ga� �x6jcv, 100y 10cA .s irUrn OY��t n�2 Plc du ply, <Sa you ca�-,� ! Q « Qos � C k a� s la.Qe 40 Af — °•� � �I W 10 ty n l "-3D 0lJOC44\ ow I aQ vv: ) 0 cze/V 0-r Wisconsin Department of Commerce SOIL EVALUATION REPORT' Page _ — of--a Division of Safety and Buildings • in accordance with Comm 85, Wis. Adm. Code Attach complete site Ian on County P P paper not less than 812 x 11 inches in size. Plan must � x include, but not limited to: vertical and horizontal reference point (BM), direction and parcel I.D. 06q — I 03 percent slope, scale or dimensions, north arrow, and location and distance to nearest road. —` S 2 y , IS Pease pri aft f eviewed Date Personal Information you provide may be for aee ndarjr purposea"pty / i ./ / & 3 s . , s. o4 ( ,) cmn. r�C.( Property Owner Property Location 5- elm vb . e- fie. a ! 1 4 2002 Govt Lot 1K 1/4 3 , s T O� N Rry, ♦ S E (or) W Pro ��aa s ' ing Lot # Block - Name or CSMD c ST t ' «� CUB ^3 i "t' �T V W G fS�-1r trl1�� City ©Village Mown Nearest I,�; Sow W o (7r ) - g711 3 New Construction UseEq Residential/ Number of bedrooms Code derived design flow rate 600 GPD © Replacement ® Public or commercial - Describe: Parent material Flood Plain elevation if applicable IV& f General oorr m'nls (� /� and recommendation: �t _eOr,�CC�t7`t / ©h (,.�o00.t'G ('�iti'4e - I' R"v"rnahJed l� U1 64CM . /� _ ��•�d � Cum Gr� ti /.vrt2/'- R�2ZV: /� '�- d-e 5 S-je h an a { c�SS i i Z. O•e - s f+o> -r �+P tc c vim,✓ / o --� Sam.. c� Boring ©mss �'au ✓v�fCeo 4/ 60� �` z c ¢ ¢�/�d �a Pit ()r, Ground surface elev. -r't c0y I D tollirniting haw ��{ h Sal ADDlicallon Rate Horizon Depth Docent Color Redox Description Texture Structure Consighinee Boundary Roots GPDIF in Munsell Qu. Sz CDnL Color Gr. Sz Sh. EtfAtl •Etf#2 7 13, 10% y/ M r 1 - q 7619 y/ - don k r Ci Lj tr S S R' LaP /,0 R (0 Ej Boring F9 I ® Pit Ground surface elev. 91ST I Depth to limiting facto in Soil r'Eff=#2 mo om on Depth Dinant Redox Description Texture Structure Consistence Boundary Roots GP In. Muruell Qu. Sz. ConL Color Gr. Sz. Sh. Eff#1 sbk a� .x r d l - L b ( ."( r l0 M Sb k rv, Tr (v S M • Effluent #1 BOD > 30 < 220 mglL and TSS >30 150 mgA. • Effluent #2 = BOD 130 mg& and TSS < 30 mg& CST Name (Please Print) lure CST Number Steven J. Schaefer 787919 Address Date Evaluation Conducted Telephone Number N7815 County Road J Menomonie. WI 54751 f 715) 55f> - 2479 /I a l saZuhx Property Owner Parcel ID # Page of 3 Boring # Boring ® Pit Ground surface elev. - ft. Depth to limiting factor _ in. Horizon Depth Dominant Color Redox Description Texture lure Consistence Boundary Roofs Sal GPDrrIF Rate in. Munsell Qu. Sz. Cont. Color Stnx Gr. Sz Sh. •Eff#1 'Etf#2 a ° 14 �' L rn S lG rv►v�r 0..5 ❑ Boring # El Boring Pit Ground surface elev. ft Depth to limiting factor in. Horizon Soil Rate Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roofs GPOiII! in. Munsell Qu. Sz Cont. Color Gr Sz Sh. 'Eff#1 '1211 #2 Pit Ground surface elev. 1L Depth to fimiting factor Horizon Depth Dominant Cola Redox Description Sol Rat. P Texture Stndure Consistence Boundary Roots GPD/ff in. Munsell Qu. 5z Cont. Color Gr. SL Sh. 'Elf#1 '121 EMuenl #1 = BOD, > 30 < 220 mgt and TSS >30 < 150 MgjL ' Effluent #2 = BOD < 30 Mg& and TSS < 30 mgJL 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. sno- e»oTa, taor�oot i' copy f T L ` � v y0 01.E s s4e- C s7 F* 7v7ct i9 � or � axe 4o ,moo Aeor � ele�lnHo,n P16 Cr ►n, `X3 5 4 , its: slo Ila90 10 r �s •� v IGO 2 �e qgA 18 q8•+� r md C ° VNI S p } y (3 / Ol 1 loo Ji , ko bv; r q At t!�2 � 5 Al T £ po " o ao LJ a I : 90 ioi,� IooNS Ln. ��- F 03 CST Ft 7"gtq L \ Z (yaks A — blv 1 q+o �-°� F''n 1 0.o ggjs &,5D gq,73 apo��l ' 1--* Alex+ io bmaLA+f*q- iaoc) - - ►� C c:nrh - d3 5¢4' b-AS cgg,lS (� L p ro? ow ` N y4fo v4-bay k �- w ��b�;(a A r CERTIFIED SURVEY MAP NO. VOLUME PAGE LOCATED IN THE SOUTHEAST 1/4 OF THE NORTHEAST 1/4, SECTION 15, TOWNSHIP 28 NORTH, RANGE 15 WEST, TOWN OF CADY, ST. CROIX COUNTY, WISCONSIN NORTHEAST CORNER LEGEND SEC.15, T28N. R15W FND. SURVEY NAIL GOVERNMENT CORNER (AS NOTED) iM • SET, 3/4 "X24" REBAR WEIGHING 1.502 LBS. SCALE 1 = -20 PER LINEAL FOOT. v 33133 � 1 D 0' 100' 200' 400' ( ! I M W:W I 1 04 ' I N z d 33.00 I I p N N Ng-NE N89'58 "W 1316.62' 1 c? -------------- N-- - - - - -- 1283.62' • 1 0 BUIL DING SETB LOT 1 , W W 04 UNE 100 FROM CENTERLINE i N - N I A 4 (n S8406 35 "E - ------ - - - - -- ' in co in o 1 3 Z 1289.30' -- - -� o � F 4 C4 c a l l i M 13 CTH N — — S8_4'06 — — — — — — 2 2 _ Z g I 36' 33.15' AREA R -p -W 1 3.77± AC. ! AREA INCLUDING R -O -W I i o I w I 214,283 SF I ! I W i Z 4.92± AC. 1 x�N I j IE' 0 = NOTE: LOT 1 IS A PARCEL OF RECORD. SEPARATED FROM I i THE REMAINDER OF THE SOUTHEAST 1/4 OF THE NORTHEAST 1/4 I I I x i BY C.T.H. N i 133133 E "I w 0o I'5 • '% w CON s` •. } '. • i i N w `^ W .n * DONALD M. ': * �A � z N CLARK ; r Of Z = 0 8.1'580 r i ui o'' z MENOMIONIE, in 0 O Q v : EAST 1/4 CORNER Z >- J m 0 � "" "'��� �� SEC.15. T28N. R15W 0: Z a vQ s FND. 1" IRON PIPE �f A Q =) N 3 �I&Boom* m 0 U W DATED THIS � DAY OF , 2002 CEDAR CORPORATION DONALD M. CLARK, R.L.S. 1580 • �r r---- r - _ JR- r � r VA i { s , k f J ..,V , �or i '.� "+ �.�• ��,, �,��� i' - � ,ice' «;, -�l t z , hi r ® ® Ltoi i 01999 Cloud Curtographics, Inc. St Cloud MN 5630/ SEE PAGE 40 • • Evelyn • Ianiel & Anne Mark Gary & Leonarr' \lice • • Kam & Bengtson v IJoel &Paulin O'Meara Mueller Kasprzak 114 Dar» 1 Daniel Norma Lund 74.9 Daniel 81.7 83.9 O'Neill Lacy R rt erman &Violet Mark & 140 Daniel n Trust k `5 uberl z 196.5 Kuesel Fam Tr Barbara Barbara Davis 80 p suers�ti Theodore • Mueller Mueller etal • A. 100 128 FFaIlde erlyn Dean & sb. 114.7 Steven Hillstead a. 80 & Gay 31.5 116.9 • S}ta rro v a 1 ,Z 112.1 Bruce &Kathryn• ZRH Partnership Fmeschle 73.7 39.6 36 Timm 40.7 42.6 • 3 Mikkel & )anise • Sav 5 eW. _ Fritz & Donna & Mel>? de •w�Y Ebenezer y FGalen K� eck Becky Gaxoo Peterson (2,f • Kudckr Da"iel r J0 • 87.5 ° , Ri • Gervais • 35 51 ' o l�tt • Oaks Inc a� a 16 • Lce BU Loren & Terri Terry • George F p ° t Shawna P■ dire N 2 Berkness & Lois &Doris Rex ' USA Callahan �'�s Oah • • 80 Goss 64,5 .. Br Peterson Stockman d J a uoy • ee a J ames & 120 • & 76.2 107 m L n Geraldine 78.2 • enl a • GI • Deborah 160 • Greenway 3 Krueger Joseph 40 Povolny 40 ' 120 • 19 1 sG • Roger & Audrey • Job • 10 Brandt 80 Menter ce 14.4 (t ry y t 8O • Johnson Darin 110 etaJ 20 xa40 oB�itt 204 379 Daniel & Kim Todd & & Di Ofstie William& Pei Stephen Melissa Louis Ted &Jae 39.3 � Ficken Sonmor 70 Kemski zupancic Anderson ;.9 Bee 79.1 Jr alai rn 40 • 80 oris G l or y & & ^• I• `� i� Allen & • Richard 1 237.5 Taza Ow 67. 1 wu� 77.3 �„ 4os Dorothy EI � tr' i Morrison • Soldiers 40 P1efQin • Kerr • Robert &Bette n LTi°aa 727 Clarence Allan is Joan • High 114.6 1� Rober cod 73.4 • • • • 1 ' •69.1 Floekstre relse+t 119 soldien; school of Ruth John & Patrida 40• ersort • Far cho 0 Bet r 39.3 t ubineree Miller 572 z xax x to N 8 138 6 Inc • so • 4o Gregory • Ebenezer 37 z • a Douglas Farm James & Diann 1185 & TAlvinea Kemer Richard & Darlene Richard & & Simon nasse Don, U Faber Leasing Johnson menan Speer Butler va a Carolyn 40 > g Mike • Audrey bel co Swenson 3 rt • • &Marion Lawrence Julie 80 BO Thomas &Lisa & �• 73.6 • Wiegand Becky Speer Tr • • 80 40 • 4 e 60 78 80 332 er 1t 37.7 • • Tom 40 • l=(rL •� Walter Paul � Kent i =Y & Bernice Gerald & Kathy & Aria Charms • 1 Sorenson & �TOn & Stephen ton da & Sylvia e?4a• • Timm 40 & e�e J Miller 80 *4() Bowell &Mm Sonmor 74.8 • Gabriel ohn Tan Bo.n Faber . • Dean Delmar & Marlene 80 7.20 = & Theresa 118 err I Timm Z} Holldod 70 120 220.7 a 77.5 Romo 0 • 78.4 � •� r Robert : T4R Charles • aid &Vickie •Eugene filbert G i m & Mazleen 22 wm & Barbara • 80 Roger & _ Truesdell Ober- Lamb Glampe & Judith 80 sevaaan 3n 80 37.8 s a Bonnie 74.7 Bauer Lyle Brian& Gay 138 • •53.3 80 & egoo • Velta Timm Scott Peggy Dennis & Barbara ristopherson Wang • Bucher! loft 80 Glampe •Timm B glege0 n • 79 77.1 80 Ann 200.2 r P ? w Dea m nr & �e 80 Gerald & Vickie L a rse n 80 0 Jacobs Trust Allan & i Q' Bow Glampe 75.4 arso • omas Tamera Norman & Delores Alan & Melody f ames &xolbo�t �'� • Moldenhauer Faber 90 DII IIl yce l' 4o Marcott Barsness tringer Holemd 77.5 • 40 8 Kenneth Eugene Trust 98.3 Rin • 128 •37.9 & Chri • bane Kristop Pact & &Judith Dale 109.9 Tlnlnl , Francis & Linda 40 Stewart Kaedeen 80 200 35.6 4s Raasch 80 64.7 38.7 Schultz Wilman 626 greaten Bauer Rex • Gordon Lee Tim � � 77.5 78.3 • Tim • 70.3 0 K Brahmer • 75.5 Acres Inc 36.4• 33.3 • �• • • • 53 t 3 40 40 29 • • Howard • • GRtier 7 • • • ° • • Estl r ca & • • 40 & Janet 74.5 Gregory Orville .7 R n voetker w 228.9 'nneth Brahmer Ma r' & Teresa & Velta J es _ LE etat 37 Dennis & Carla Har"e7 3" Richardson '1lealoff Trealoff 1 y 5 a Fr cis Catherine Richard reiber V. 78 B" :e Stacy 110.8 100 78.6 76 a 3 Weber Weber • tarn 146 4 393 • .5 • Barbara w &LMto • PP Gregory a7 • Timm 79.7 Freiberg Michael & J ane so 114.4 J effrey Dianne 37 39 BB 50.5 &Bonnie Zimmerman Sam Eva 29 Lee Tully David 11 0 Stephen �"' mundson Bradley 765 & I• Acres 180 + Bo & R osali e m . P mg airy . 2 160 • H. 1 tson4o Inc • • • •40 ° z 80 40 i 1 .03/12/2003 11:12 7152467227 HALL. OUIL.DIM'S INC I AU- P ec k Dec P 13Z 172.22p wworaln pepwb.-m f or Comm" SOIL EVALUATION RE PORT Paso — ,.,,., a1� erasion d Salt* nrod RuildinAs ++ BCaoraarrw wtrP Coaxrr 8ff. kris. Adrri. Cade Allmoh mmpfolo site ptan an p#W rot tom than 8 1IZ s 11 kw*wp in size. Plan rmm( �� �'T• � fC2 � 7`.. . Indude, pHl not iirNled to: wool and Florias4W rof "r" polrti (8% mM parr>i I,G dGttwnlTape, sr. �leaPdlmoRebrts, 11of1>7 *nd d1Sla m lette rood. Pi ffoso prfnt all InIb rts17or1. Rarlsvtati L.% t7rtl4 p v�+i inlarR"rbn YQU pivurrJe fury os uaffd iar a p4p 1pff — y law,,% I4e. it l IWA Pro TZ ,� "e"�''t- GMLoo:s iA 1M S T M R � 5� E e 0 lcl Seri, Mime or C" C St" 7jo own phw MPWrWd P&AW N- com*ucderi use. ResidorS�ilNun�eral cirtis coea4r' ddes"ftwate CEO C;PD �'Ropir r,t Nblic v carrm.lerdw..i7rsrasoe: AIVA /r ParprR17Td19rtal tbe�('',hsa i" "•eachIappnta and C•daApQlR7fllrfgrlb ^ +- �'c,��t�VC� Oe1 L_:) -vC6e Pwze - i[$�,s�.nn�owl�PG� "'Cut - %d S4S' re�urimertdatlerr�; /d'S (] Pit ©rouTrd Buriara eley. ; _T 4. ovpm m i jw mm �.L_ W Soil ameggel Ritre Morten t9oM o mfneni Cow > Destalpum TroRuro I Smcwm oviWerm 8oanelawy Reols in. murd" Qx Sr- Cont, 0*w Gr. St Sh- - M7 "EJ92 yl o e, I- d,P Iv R w b 7 pu Ground sworn mlev. IL 0,-Pm to Ono n3'%.*r d M. SOiI MIL H�zors Depib mm j:ts*LOwsapwn T$*= SMlwstr r maAislwm Boemdary Itwo OP In MLMW Qu. SL Conk COW C•!. U 9t, `EM1 "-';=2 p 7 L_ �' S bk 2C'o . c( b r . ej rle ` ftuml ii7 a BOP > W ZW mgr4 mW TSS x3Q a 1 W " F.lMmd ":e 80D S 3t] rnA ark7 TIM A ao cst 141" (Plow Print) lure CST Ak>r#*W '3I9 Seaveo 1. &&serer Address te 17a1e EVVM talon CoWWed Tele;pm bk4* r N7815 CMMty Reed ] mmme iyic. W1 54751 715) 556 3 1 Z0 39Vd S9Q18 QNV A133CS 0EE698L809 90:Zt E00Z /8Z /E0 ` 03/12/2803 11:12 71S2467227 HALLE:1glILDERS ING PAGE 03 Dec 02 02 02 :92P Pa3 Paps F'i1 Z'rrvur CtRv. (� o"011i 10 Ihrwtinp Moor � w" Te I Irrizon Urptn ' Ckoniffmit Cow Rrxlou Dm%cMollon � p?aTo �lvrs 5ttvdera Qaneietr Aourpdary ftor�m d?Iil'Y!' h1. >wivnssll Ou S:. Goal Color Pil QrQUt'le elRToce riea. �_ ,�^- G1epR1 � Hnrdk� rotor � in. soft of Pirst;an Oaplh Dominant 14nctex ao�cripticra r Boll �rlkss Rau �tttrte S►rueura f 2 w I" 12CC[s ..._ ul Mvrtpelt Ow 5z. QW. - Poky Gr. 9L Sh. 8e4tklgry .erns '$1�A2 I I .� Bonr7Q N t9arJra3 Pit GMvM( 6WI-S r erov, Depth lu ravitft Maw tt on DepVs deminanl Color R00= l7esotptron T 90� f�aael $Irugcm con lChM t;!W dairy Rootm sls _� �+• Munson ou_ s� cant, Qakn Ltr. $r sh. `61 ">ElhP2 ErA+�nelt p 1 a ©UD s 1D a ?.'!A Rkyf, and TSS X30 a 154 ' Etfluont �2 = BpC}� .q Q Ov oro T" a w OWL The Orparttllani orcommolvo is nn tMual eppoRunit'f scrvrioa m om"Pr. ]ryon aced asKistaecc to access sar•ivAls or nand rsurtorlal fi an alcomal; rarmnt. it 60 3 - 266.3131 Pr TTY 600464-8777 •Jl,j q leaf M Pl a f,aa r Z0 39ad S9GI9 GNC A13JVS 0EE698L809 90:ZT E00Z /8Z /E0 . 83/12/29 11:12 7152467227 HALLE BUILDERS INC PACE 04 p.4 yv Der �2 D2 02:22P pt.Cg Jcc�5 lX► Pr 7 ^ 7n j �o ,e6 Lh5r Ri,TA I&- 1. Ca � rr s, LJG� f ,LW.ylttt .l J .�-t' u6 A�"�" r � ct9 f l Q— I W y E0 39Cd S9Q QNV A13JVS 0EE698L809 90:ZZ E00Z /8Z /E0 CERTIFIED SURVEY MAP NO. VOLUME PAGE LOCATED IN THE SOUTHEAST 1/4 OF THE NORTHEAST 1/4, SECTION 15, TOWNSHIP 28 NORTH, RANGE 15 WEST, TOWN OF CADY, ST. CROIX COUNTY, WISCONSIN LEGEND N SE °R C.� T2CORN ER FND. SURVEY NAIL GOVERNMENT CORNER (AS NOTED) , !M • SET. 3/4 "X24" REBAR !a WEIGHING 1.502 LBS. SCALE 1 ++ = ! PER LINEAL FOOT. i 33 0 i O• too• 200• 4W I I I ig 04 I r H -N N89'S8'56 'W 1316.62' 1. I a, ------- - - - - -- - -- QDarG 1283.62' . • I I z t __ LOT 1 W I i ___ 1289.30' r a I Z M CTH j4- -- S&1 * _ S^ Z I _ z I " I S 4 133.15 AREA t X E U R -O -W SF 3.77* AC. \ I i 4m I N AREA INCLUDING R -O-W !glE - 214.283 SF i W z 4.92 *AC. i I� Go i 4 N I I X4 ► - Ey X.6 NOTE: LOT 1 IS A PARCEL OF RECORD. SEPARATED FROM 1 i I t/1 V TH REMAINDER OF THE SOUTHEAST 1/4 OF THE NORTHEAST 1/4 I ! i U IV-33 Ey La 0 Vl (A I i !Z m O W i- `SC O N 9 1 �� Z 04 * DONALD M. * �� wz L o CLARK i Z i a z MENOMONIE, ; ir tr . Z Z m r •.•• EAST 1/4 CORNER Z ,. 3 FNO. IRON PIPE w 8NN ui I mc� DATED IS 1 y DAY OF 2002 CEDAR CORPORATION DONALD M. CLARK. R.L.S. 1580 •� ST. CROIX COUNTY M- WISCONSIN .,�✓ �'. _ w. �� ZONING DEPARTMENT ST. CROIX COUNTY GOVERNMENT CENTER 1101 Carmichael Road w Hudson, WI 54016 -7710 « Phone: (715)386 -4680 Fax (715)386 686 Fax To: From: Faw bod " 785 933 o Pawn: Phorm Date: 3/z �a3 Re: Cc: ❑ Urgent For Review ❑ Please Comment ❑ Please Reply ❑ Please Recycle . Comments: `�I �rf �A4j `� Cyr 2 � AJo ST CROIX COUNT' SEPTIC TANK MAINTENANCE A JREEMENT AND OWNERSHIP CE TIFICATIOA FORM r Owner/Buyer Mailing Address Property Address ✓ (Verification required from Planning Department for new construction) City /State Parcel Identification Nul, nber LEGAL DESCRIPTION Property Location `/,, A %, Sec. /S , T29 AN - R /) W, Town of Subdivision Lot # Certified Survey Map # dy �-� / , Volume, Page # Warranty Deed # ^r / L 1 r -a—J- 3 , Volume . . f „ Page # Spec house ❑ yes ❑ no Lot lines identi; iable ❑ yes ❑ no SYSTEM MAINTENANCE Improper use and maintenance of your septic system could result in its pri mature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed b3 a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste dispo; al system. The property owner agrees to submit to St. Croix Zoning Department i certification form, signed by the owner and by a masterplumber, journeyman plumber, restricted plumber or a licensedpumperver lying that (1) the on -site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if neces cary), the septic tank is less than 1/3 full of sludge. Uwe, the undersigned have read the above requirements and agree to maintain th+ private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of N atural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and retum to the St. Croix County Zoning Office within 30 of the a year expir tion date. l /fr 103 SIGNATURE OF APPLICANT DATE OWNER CERTIFICATION I (we) certify that all statements on this form are true to the best of my { our) knowledge. I (we) am (are) the owner(s) of the prope des ribe above, by virtue of a warranty deed recorded in Register ►f Deeds Office. 1 141 1 SIGNATURE OF A PLICANT DATE * * * * ** Any information that is mis- represented may result in the sanitary permii being revoked by the Zoning Department. * * * * ** ** Include with this application: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if refereno is made in the warranty deed • r Rod Eslinger From: Rod Eslinger Sent: Tuesday, February 25, 2003 1:06 PM To: Leroy Jansky (E -mail) Cc: Jon Sonnentag Subject: Sten Hubinette's lot The Hubinette lot (Lot 1, CSM 16, 4435) in the Town of Cady is an official lot. Lot 1 appears as a triangle on the map. The lot is a parcel of record which is separated from the reminder of the property in the SE of the NE by County Road N. I believe an attorney general's opinion clarified this matter and it states something like, "if a parcel of record is separated by a road then it is a considered a "lot "" (Obviouly this is not the exact language, but you can get the picture). The CSM was reviewed by the Zoning Dept. (Mary Jenkins) and because of the road separation it did not need to be approved by the Committee b -4 it was recorded in the R.O.D. That's why you don't see a County approval stamp of the face of the map. So there you have it, the parcel is a legal lot and provided that a suitable site is found for the septic is can be built on. Does this help? Jon, correct me if I missed anything. Rod Eslinger Zonin� Specialist St. Croix ounty Zoning 1101 Carmichael Road Hudson, WI 54016 Ph. 715- 386 -4680 Fax 715 - 386 -4686 1 • r 704297 VOL 16 PAGE 4435 KATIIEM H. NALSH -- REGISTER OF DEEDS ST. CROIX CO. MI RECEIVED FOR ECORD 01/02/2003 09:30AH REC FEE: 13.00 COPY FEE: 2.00 CERTIFIED SURVEY MAP NO. 4435 ' VOLUME 16 PAGE 4435 LOCATED IN THE SOUTHEAST 1/4 OF THE NORTHEAST 1/4, SECTION 15, TOWNSHIP 28 NORTH, RANGE 15 WEST, TOWN OF CADY, ST. CROIX COUNTY, WISCONSIN NORTHEAST CORNER LEGEND ND. SURVEY NAIL w GOVERNMENT CORNER (AS NOTED) N in • SET, 3/4 "X24" REBAR WEIGHING 1.5 LBS. SCALE: 1" =200' i^ PER LINEAL FOOT, I I i X 33 ":33'�'� 0' too' 200' 400' 1 ! I ro 2Z I ! 1 N ICI G I ! I ;'' \ ��, 33.001 S4 s It O -N N89'58'56'W 1316.62' IZ ,n' -- - -- -- -- -- -N -_ BUILDI 1283.62' p 0. NC _ UNE 1 W _ LOT 1 r� � `584'06'35 "E SETBACK- 00_FRQy CENTERLINE N -a�o N of 3 it 1269.3D' - -- N 1 z �) t D _ S84WI 5• $� z � " I n i n CTH_rr ' — E vMN �Y'a10 AREA E4.190 SF R -O -W \ I N 3.77tAC. d I X00 I, 1 AREA INCLUDING R -O -W I !o 214,283 SF i W m 4.92tAC. 00 i 1 x 3 ~ I ! I 0 = NOTE: LOT I IS A PARCEL OF RECORD, SEPARATED FROM I i i U '^ THE REMAINDER OF THE SOUTHEAST 1/4 OF THE NORTHEAST 1/4 i ]C By C.T.H. N i N 3 W I33�33� 0 W LLo t►4~mp�4 i J. r I o W En N z 1 W .n Z* CIMENOMONIE ALD M. 1E 1. w Z N ARK W a W 0 w o z 1 , ;° Z o o WI Q• (n W W O • o • EAST 1/4 CORNER Z J m v v� SEC.15. T28N. R15W ND. 1' IRON PIPE W o Q tlMMs ' Im0 DATED THIS fad DAY OF 2002 CEDAR CORPORATION DONALD M. CLARK, R.L.S. 1580 604 OLSON AVENUE MENOMONIE, W 54751 Vol. 6 Page 4435 SHEET 1 OF 2 (7 5) 235 -ml g CERTIFIED SURVEY MAP NO. 4435 VOLUME 16 PAGE 4435 LOCATED IN THE SOUTHEAST 1/4 OF THE NORTHEAST 1/4, SECTION 15, TOWNSHIP 28 NORTH, RANGE 15 WEST, TOWN OF CADY, ST. CROIX COUNTY, WISCONSIN SURVEYOR'S CERTIFICATE: I, DONALD M. CLARK, WISCONSIN REGISTERED LAND SURVEYOR, HEREBY CERTIFY: THAT I HAVE SURVEYED, DIVIDED AND MAPPED PART OF THE SOUTHEAST 1/4 OF THE NORTHEAST 1/4 , SECTION 15, TOWNSHIP 28 NORTH, RANGE 15 WEST, TOWN OF CADY, ST. CROIX COUNTY, WISCONSIN, MORE PARTICULARLY DESCRIBED AS: COMMENCING AT THE NORTHEAST CORNER OF SAID SECTION 15; THENCE S.00'25'22 "W. 1319.32 FEET ALONG THE EAST LINE OF THE NORTHEAST 1/4 OF SAID SECTION 15 TO THE POINT OF BEGINNING: THENCE N.89'58'56 "W. 1316.62 FEET; THENCE 5,00'16'42 "W. 95.13 FEET; THENCE S.84'06'WE. 1322.36 FEET; THENCE N.00'25'22 "E. 230.43 FEET TO THE POINT OF BEGINNING. CONTAINING 214,283 SQUARE FEET (4.92 ACRES) MORE OR LESS, AND BEING SUBJECT TO EXISTING EASEMENTS. THAT I HAVE MADE SUCH SURVEY, LAND DIVISION AND MAP AT THE DIRECTION OF MS PAT SOBOTA, ANDALE REALTY, 1231 NORTH BROADWAY, MENOMONIE. WI, 54751. THAT THIS MAP 1S A CORRECT REPRESENTATION OF THE EXTERIOR BOUNDARIES OF THE LAND SURVEYED AND THE SUBDIVISION THEREOF MADE. THAT I HAVE FULLY COMPLIED WITH THE PROVISIONS OF CHAPTER 236.34 OF THE WISCONSIN STATE STATUTES AND THE SUBDIVISION REGULATIONS OF THE TOWN OF CADY AND THE COUNTY OF ST. CROIX IN SURVEYING, DIVIDING AND MAPPING THE SAME. DATED IS ,J DAY OF zvzxz fd 2002 n�LC� /p ifs 1ws*Wwvots. DONALD M. CLARK, R.L.S. 1580 �� ' C O s � N� * / DONALD � M* I S -1580 S � M ENOMONIE, _ ' I.N Wl �� B tJ V 0 s� Note: Each parcel on this mop is subject to State and County laws, rules and regulations (i.e. wetlands, minimum lot size, access to parcel, etc.). Before purchasing or developing any parcel, contact the St. Croix County Zoning Office for advice. CEDAR CORPORATION 604 WILSON AVENUE MENOMONIE. WI 54751 (715) 235 -9081 SHEET 2 OF 2 Vol. 16 Page 4435 1 2115P 126 11 + + „ ► 706373 STATE BAR OF WISCONSIN FORM 1 —1998 KATHLEEN H. VALSH WARRANTY DEED REGISTER OF DEEDS ST. CROIK Co., VI Document Number RECEIVED FOR RECORD This Deed, made between Stan David Hubinette and Ruth B. 01/20/2003 09:00AK Hubinette, husband and wife , Grantor, and David A. Sonnabend EXEMPT # and Amy R. SonnabendHusband and wife Grantee. Grantor, for a valuable consideration conveys to Grantee the following REC FEE: 11.00 described real estate in St. Croix County State of TRANS FEE: 100.50 COPY FEE: Wisconsin (the "Property'): CERT COPY FEE: PAGES: 1 Recording Area Name and Return Address sso 55135 004 1034 40 000 y� Parcel Identification Number (PIN) l` This Is not homestead property. (is) (is not) Lot 1 of Certified Survey Map No. 4435 filed in Vol a 16, of Certified Survey Maps, Page 4435, located in the Southeast Quarter (SE Y+) of the Northea^g Quarter (NE %) in Section Fifteen (15), Township Twenty -Eight (28) North, Range Fifteen (15), West, St. Croix County, Wisconsin. Together with all appurtenant rights, title and interests. none Grantor warrants that the title to the Properties good, indefeasible in simple fee and free and clear of encumbrances except Dated this 10th day of January 2003. (SEAL) (SEAL) Ruth B. Hubinette Stan David Hubinette (SEAL) (SEAL) R 4 AUTHENTICATION ACKNOWLEDGMENT Signature(s) State of Wisconsin, ) ss. ATZINA St. Croix County authenticated th�✓ _ NOTARY P U�LT� - Personally came before me this 10th day of S TATE GIF ISCON IN January 2003 the above named Stan David Hubinette and Ruth B. Hubinette. Husband and wife to me known to be the person who TITLE: MEMBER STATE BAR OF WISCONSIN executed the foregoing i trument and acknowledge the (If not, s me. authorized by §706.06, Wis. Stets) THIS INSTRUMENT WAS DRAFTED BY W k nd I �) Coldwell Banker Burnet Notary Public, St to of Wisconsin 1301 Coulee Road Hudson, WI 54016 My commission I� perm nent. (If not, state expiration date: 2 -49673 ) (Signatures may be authenticated or acknowledged. Both are not necessary.) q — q 72 Names of persons signing in any ca aci must be ed or pdnted below their s' nature. STATE BAR OF WISCONSIN Wisconsin Legal Blank Co, Inc. WARRANTY DEED FORM No. 1 —1998 Milwaukee, Wis. J 2115P 126 �) STATE BAR OF WISCONSIN FORM 1 - 1998 KATHLEEN H. VALSH WARRANTY DEED REGISTER OF DEEDS ST. CROIX Co., MI Document Number RECEIVED FOR RECORD This Deed, made between Sten David Hubinette and Ruth B. 01/20/2003 09:00AM Hubinette, husband and wife , Grantor, and David A. Sonnabend EXEIVT # and Amy R. Sonnabend Husband and wife , Grantee. Grantor, for a valuable consideration conveys to Grantee the following REC FEE: 11.00 described real estate in St. Croix County State of TRANS FEE: 100. 50 Wisconsin (the "Property"): CERT COPY FEE: PAGES: 1 Recording Area Name and Return Address d &rr�+ T ikl° x 2tOttP9troec 55o m/G11Ct P _ Q Z q Parcel Identification Nu m ber 004 1034 40 0 Pber ) / omestead property. 1 (is) (is not) Puarler(SEI/4) of Certified Survey M No. 4435 f d in Volume 16, of Certified Survey Maps, P aae 443fl. located in the Southeast of the Nort er (NE '. m be ion Fifteen (15), Township Twenty -Eight (28) North, Range Fifteen (15), West, St. Croix County, Wisconsin. Together with all appurtenant rights, title and interests. none Grantor warrants that the title to the Properties good, indefeasible in simple fee and free and clear of encumbrances except Dated this 10th day of Janua , 2003. (SEAL) (SEAL) Ruth B. Hubinette Stan David Hubinette (SEAL) (SEAL) AUTHENTICATION ACKNOWLEDGMENT Signature(s) State of Wisconsin, } ss. authenticated thW E N CWAVVATZI N A St. Croix County NOTARY PPU L Personally came before me this 10th day of T nr WISCONSIN Jana ,� the above named STATE Gr— Sten David Hubinette and Ruth B. Hubinette. Husband and wife to me known to be the person who TITLE: MEMBER STATE BAR OF WISCONSIN executed the foregoing i trument and acknowledge the (If not, s me. authorized by §706.06, Wis. Slats) THIS INSTRUMENT WAS DRAFTED BY LC) Coldwell Banker Burnet Notary Public, StAte of Wisconsin 1301 Coulee Road Hudson, W1 54016 My commission )s erm Went. (If not, state expiration date: 2 -49673 ) (Signatures may be authenticated or acknowledged. Both are not necessary.) � — L l /- 73 'Names of persons sicininq in any caeacU must be ed or printed below their signature. STATE BAR OF WISCONSIN Wisconsin Legal Blank Co, Inc. WARRANTY DEED FORM No. 1 — 1998 Milwaukee, Wis. 4 7 0 4 2 9 7 VOL 16 PAGE 4435 KATNEM H. NAESF?r REGISTER OF DEEDS ST. CROIK CO. VI RECEIVED FOR RECORD 01/02/2003 MUM M REC FEE: 13.00 COPY FEE: 2.00 CERTIFIED SURVEY MAP NO 4435 VOLUME 76 PAGE 4435 LOCATED IN THE SOUTHEAST 1/4 OF THE NORTHEAST 1/4, SECTION 15, TOWNSHIP 28 NORTH, RANGE 15 WEST, TOWN OF CADY, ST. CROIX COUNTY, WISCONSIN NORTHEAST CORNER LEGEND SE C.15, T28N, R15W FND. SURVEY NAIL GOVERNMENT CORNER (AS NOTED) N M • SET, 3/4"X24" REBAR WEIGHING 1.502 Les. SCALE: 1 PER LINEAL FOOT. � 3333 0' 100' 200' 400' I I ZIZ 111 G I l ZIZ A - 33.00, A- I - N89'S8'56 "W 1316.62' `\ i I$ 1283.62 LOT 1 1 ------ ____BUltD1NC_SETBAC_K UNE tOp_FR CENTEIiLWE iv. C M S84'06'35 "E -------------- ' 5410 ui of zl n I a -- - - ;__ 1289.30' $= Iz ° 584 06'35 "E z z M � CTH - - - - - - - - 1322.3_6• �••- -- I x I _ . 33.15' 1nl`� 'IAy� AREA SF R-O -W l yyO i �1 I N F� 3.77* AC. I , AREA INCLUDING R -O -W ( ido 214,283 SF I I0 W Z 4.92tAC. I i I = N I E•,1 x I- 1 U THE EREMAINDERSOF TPARCEL OUTHEAST�1/4 SEPARATED OF THE NORTHEAST 1/4 r U BY C.T.H. N 133433)E- N w Ip s o W � c 0 IV •• •� z N * DONALD M. z CLARK z s a 3.4580 w o 1- z MENOMONIE, iroo� Q UU WI N W W O M• ,.-�► EAST 1/4 CORNER Z Z, m SE C .15. T28N, R15W VQV FND. 1" IRON PIPE 3 �Wa�xw•►•°• w 0 ¢ m U w Q� DATED IS DAY OF ILzl� 2002 �4_a AW (- CEDAR CORPORATION DONALD M. CLARK, R.L.S. 1580 604 WILSON AVENUE NIE, N1 54751 (715) 2 35 -9081 V VI 6 P 4435 SHEET 1 OF 2 (715) 2 .+ � s .� .! r 23 1 D� ' �.� �� ��