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O > > Q V cnc CL to O 0 2 CD a O C ' a < C 7 0 7 a0�(D e CD y = O CD � O to CD v 0 M '0 (D o O a °o CD a Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: � (ATTACH TO PERMIT) 399594 0 GENP-6L INFORMATION 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: Aurora Loan Service I Stanton Township 036 - 1064 -30 -000 CST BM Elev: Insp. BM Elev: BM Description: 1t9.0 I 10a ic r+ TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark Dosing Alt. BM Sb 21?o 004 0 3 Aeration Bldg. Sewer 3� St/Ht Inlet SUHt TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic I S / Dt Bottom b� 4- i11 3 A Dosing / r Header /Man. Dist. Pipe �, c�� �� fo Holding Bot. System 4 `(� 30 Final Grade PUMP /SIPHON INFORMATION S Manufacturer Demand GPM Cover Model Number Po 31 f f, .r - s o TD H Lift Friction Loss System Head ' Ft *',� .� Forcemain Length Dia. Dist. to Well r .. SOIL ABSORPTION SYSTEM BEDITRENCH Width Length No. Of Trenches PITMIMENSIGN.5 No. Of Pits Inside Dia. Liquid Depth DIMENSIONS +- q r ,, r,� I j SETBACK SYSTEM TO P/L (� BLDG IWELL LAKE/STREAM LEAC acturer: INFORMATION Type Of System: {— t S / CH UN OR Model Number: yz � lao DISTRIBUTION SYSTEM Header /Manifold Distribution x Hole Size x Hole Spacing Vent to Air Intake i ' Pipe(s) > ,V r 1/ ft - rr �� Length Di. Length Dia Spacing SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over Depth Over xx Depth of I x x Seeded /Sodded x Mulched Bed/Trench Center Bed/rrench Edges Topsoil [[ A Yes # No ® Yes 7011N, COMMENTS (Include code discrepencies, persons present, etc.) Inspection #1: Inspection #2 :� Location: 1744 Highway 64 Unknown (SE 1/4 SW 1/4 27 T31N R17W) NA Lot ( 7 $ P ( Parcel No: ff f drwq sw t arr,�� `�� Soil was ;r, uer y 'mod dl w� ,fk e>cGcv'r 1.) Alt BM Description = r e 2.) Bldg sewer length = Ot iC, 4e At;4 Ie - amount of cover = > /9 t 11 Loa (d n 4e 4b o eW, / buf" ;I QIt f k a 3.) Contour =�Yy q ?, 7O s 'J VbG�2 Yypl" t �hs> (rjp��l Plan revision Required? Jul Yes YNo Use other side for additional information. Date Insepctor's Sign to Cert. No. SBD -6710 (R.3/97) t � .,, � � -.�o ��' �� .-� �� �o �� Safety and Buildings Division County ' 201 W. Washington Ave., P.O. Box 7162 �J i 4 consln Madison, WI 53707 - 7162 Site Address Department of Commerce Sanitary Permit Application Sani tary qq N ; � Lt In accord with Comm 83.21, Wis. Adm. Code, personal information you provide ❑ Check if Revision may be used for secondary purposes Privac Law, s15. 1 m I. Application Information - Please Print Ali Information State Plan I.D. Number Property Owner's Name Parcel Number Property Owner's Mailing Address Property Location 5 F- '4,S 'A; S T N, R E City, State Zip Code Phone Number Lot Number Block Number Subdivision Name CSM Number H. Type of Building (check all that apply) ry •!� w' ❑City 1 or 2 Family Dwelling - Number of Bedrooms ❑Village ❑ Public /Commercial - Describe Use A I Township ❑ State OwneECb'"' M- t 9 }'T w '/ r� ?n�� JI-4 Nearest Road CROK III. The of Permit.-,Jgheck VyjoO box on line A (numb al us ° omplete line rj Af applicable) A. ew 2 pla r System 3 11 Replacement o y ddition to r br ounty use Tank Only 1 \ ''q B. ❑ Check if Sanitary Permit Previously Issued Permit Number Date Issued IV. Type of Permit: (Check all that applly scheme is for internal use) 44 El Non - Pressurized In- Ground 21�r�,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: Design Flow (gpd) Dispersal Area Dispersal Area Soil Application Percolation Rate System Elevation Final Grade Required Proposed Rate(Gals./Days /Sq.Ft.) (Min./Inch) Elevation 671 3 �1 VI. Tank Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Tanks Concrete Constructed Glass New Existing Tanks Tanks Septic or Holding Tank 60 OQa Dosing Chamber VII. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plumbe 's Si RS Number Business Phone Number ors a6 ^�99s Plumber's Address (Street, City, State, ip Code VIII. County/Department Use Onl Approved ❑ Disapproved Sanitary Permit Fee (includes Groundwater Date Issued Issu Agent Signature (No Stamps) Surcharge Fee) ❑ Owner Given Initial Adverse � 3 Z �. dim- 11/2:7-4) Determination IX. Conditions of Approval/Reasons for Disapproval AA[ s o•-ks 1-t 6— vv�4 coo P1, Attach complete plans (to the County, only) for th system on paper not less than 81/2 x 11 inches in size SBD -6398 (R. 05101) Safety and Buildings 4003 N KINNEY COULEE RD LA CROSSE WI 54601 -1831 TDD #: (608) 264 -8777 Visconsin www.commerce.state.wi.us/sb www.wisconsin.gov Department of Commerce Scott McCallum, Governor Philip Edw. Albert, Acting Secretary November 05, 2001 ST ID No.691727 A7TN: POWTS Ins pector pp CU P � � I�ECCi �D `f ARTHUR L WEGERER ZONING OFFICE WEGERER SOIL TESTING & DESIGN SERVICE ST CROIX COUNTY SPJA $S CROIX PO BOX 74 1101 CARMICHAEL RIX, , RIVER FALLS WI 54022 HUDSON WI 54016 ZMWOFFICE ��` CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 11/05/2003 Identification e s 0 Transaction ID No. 685556 SITE: Site ID No. 638208 Stacey Toenjes Please refer to both identification numbers, 1744 Hwy 64 above, in all correspondence with the agency. Town of Stanton St Croix County SE 1/4, SW 1/4, S27, T31N, RI 7W FOR: Description: Three Bedroom Mound System Object Type: POWT System Regulated Object ID No.: 818387 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: • This system is to be constructed and located in accord nce with the enclosed approved plans and with the "Mound Component Manual for Septic Tank Effluent for Private Onsite Wastewater Systems" SBD- 10572 -P (8.6/99) and the "Pressure Distribution Component anual for Private Onsite Wastewater Treatment Systems" SBD - 10573 -P (8.6/99). • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. In addition, the owner must insure that the operation, maintenance and monitoring duties as described in section VIII of the Mound manual, and section VI of the pressure distribution component manual are complied with. A copy of this letter including instructions and information relating to proper use and maintenance of the system must be given to the owner and each subsequent owner upon completion of the project. • The existing POWTS must be properly abandoned per Comm 83.33 Wisc.Adm. Code. • 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). In addition, 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. • 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. i ARTHUR L WEGERER Page 2 11/5/01 • Comm 83.52(3) The activities relating to evaluation and monitoring mechanical POWTS components after the initial installation of the POWTS in accordance with an approved management plan shall be conducted by a person who holds a registration issued by the department as a registered POWTS maintainer. • 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. Stats. 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. 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. Sincerely, Fee Required $ 175.00 7 Fee Received $ 175.00 Balance Due $ 0.00 Charles L Bratz POWTS Reviewer 11 , Integrated Services WiSMART code: 7633 (608)789 -7893 , 7:45 am - 4:30 pm Monday - Friday cbratz@commerce.state.wi.us cc: Stacey Toenjes I TITLE SHEET Page of �l MOUND SYSTEM FOR A BEDROOM RESIDENCE This plan has .been prepared in accordance with the Mound Component Manual SBD -1057 -P and the Pressure Distribution Manual SBD 10573 - C Cz. LOCATED IN THE S_= 1/4 OF THE S W 1 /4 OF SECTION Z� , T al N, R 17 W TOWN OF �� , S`f'_ CQO �K COUNTY, WISCONSIN. INDEX PAGE 1 of 7 TITLE SHEET PAGE 2 Of 7 SYSTEM MANAGEMENT PLAN PAGE 3 of 7 PLOT PLAN PAGE 4 of 7 PLAN VIEW -CROSS SECTION PAGE 5 of 7 DISTRIBUTION PIPE LAYOUT PAGE 6 of 7 PUMPING CHAMBER CROSS SECTION PAGE 7 of 7 PUMP PERFORMANCE CURVE PREPARED FOR v� ! f C 'e C , 1/F FF � 0 sic y ._ _.T 0 �� ZDOr 1�h5 wlS�LlrvSl�1 ST'. ��OV zl u L1Z ROLLS, w/ S -Z sQ�� PREPARED BY WECCEFr<EFZ SO I L -TEST I INS (3 AND. DES Z Grt ST I CE P.O. Box 74 421 N.Main St. Al River Falls WI 54022 Phone 715- 425 -0165 -� 'ti �: Fax 715 -425 -6864 aF11 "!! in i � _ WEGENfEA Z SHOO EiLa'wGH iH J � wrs . ConAlonall r y e, APPROVED .��ona'►' 08rum roFaowE= _:; J1L01 JOB NO. S r# A iA w UO f2Te 4a+'i� Mound System Management Plan Page Z of 7 Pursuant to Comm 83.54, Wis. Adm. Code SaDti c Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Slats. 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 filter 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, Safety and Buildings Division. Pump 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 sinca 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 for frost protection. Influent quality into the mound system may not exceed 220 mg /L GODS, 150 mg /L TSS, and 30 mg /L FOG. 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 4 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. General This system shall be operated in accordance with Comm 82 -84 Wis. Adm. Code, and shall maintained in accordance with its' component manual [SBD- 10572 -P (R. 6/99)] 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 8- inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. Continaencv 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 ecomes defective th repaired r g e e defective component shall be . immediately p o replaced with a component portent 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 clogged adsorption and dispersal media, and related i in and operating condition. p p g, replacing said components as deemed necessary to bring the system into proper Questions about the operation or maintenance of this system should be directed to: The County Zoning Office at _ 3U— L The system installer at Z1S Z68- 6q.Q5 yrGPt -2L� The .tank manufacturer at QJaQ 3ZS_� I�JIQs ka,� The effluent filter manufacturer at $Ott— 'L*z q ZHBeZ The pump manufacturer at b Q_ V GQ'ULpq PLOT PLAN -Page 3 of - 7 Scale l " =yt) ' X.- 1�i� -� - w�o�� ��v SU �►�uM �Ov�p . i 3 BZ7 2'M �3 'eE Vy% 0 Mtrv. Utz If U C-0 �� 2 2 ��' J ti 3i , W A • � Cn.b Ti a n`r Or- te-C 012 D ISTv�2L3 p 3s 1-n i $ TO s r4 64 - NOTES: 1. Elevations shown are existing ground elevations unless otherwise noted. 2. Install 4" observation pipes with approved caps. ( Z required). 3. Septic tank to be 1 ou(3 l650 gallon capacity manufactured by 4. Bench mark o, _ S pSa\jE 5. Divert surface water around system to prevent ponding at the uphill side. • Distribution Pipe Layout Page S of - 7 Place the holes at the bottom of the distribution pipes at equal spacing. Remove all burrs from the pipe and holes. Extend the end of each lateral up with the use of long turn or 45- fitting to a point within six inches of the final made. Terminate the ends of the laterals with a valve,-'th cap or threaded plug. Provide access from final grade for the valve, threaded cap or threaded plug. - T`i P 1 CTS L PVC 1p PVC Lateral Maniio.. Lateral x x x x x2 x2 x x x x Lateral Length — Lateral Lenqth — p Distribution Line ftC�Ss sflX h Ys7.1 \ Fc; u S ,4, i o -- P Ft. Hole Diameter J/9 Inch S 3 Ft. Lateral " 1 Inches) X Z3 inches Manifold Z• Inches Force Main " Inches i of holes /pipe l 3 Invert Elevation of Laterals 36.3 Ft. 13�p_�[1 _ S.33y� G= 31.28 GPI Combination Sep4c: and Pb-MP CHAMBER CROSS SECTIOM ARID SPECIFICATIoMS ' PAGE C OF ? •VEUT CAP_ J WEATHER PROOF JUUCTIOU 80X . ti C.I. VE1JT PIPE APPROVED LOCKING 1Q' FROM DOOR. MA4WLE COVER Au1•TH .hWDOW OR FRESH 1 wAR IJ ►UG LP.6EL.. _ . t►aSp�Q� p►PE � co�,14u�r w!r'ncLZlatlT-zftP A.LR IMTAKE F1 io tSlf© L'' L LU q8 J_ I 18'MIN. 1A --- - - - -- -- IAILET +" PROVIDE l - AIRTIGHT SEAL I I I Approved Z>'18�t� '� III Approved joint w/ _l�vp I II I joint w/ PVC pipe ALARM PVC pipe a ! II . I t I OIJ C � CLEV. OD FT PUMP --J OFF D C Oki CRETE �Z j 1), 0 01 BLOCK • RISER EXIT PERMITTED OIJLy IF TAW MAMUFACTURER HAS SUCH APPROVAL S "AAPRort<p 8>c.D01>v4 SEPTIC F SPECIFICATIOKIS DOSE T MA► eC T?y iJL1MgEA OF DOSES: L4•, S PER f3Ay TA1JK SIZE: _ 1000 1 SO GALLOMS D05C VOLUME I ALARM /'SAiJUFACTURCR: 6ACKFLOW: V0 Z GALL0N5 MODEL IJUMBCR: 1 1 WAJ CAPACITIES: A- B IMCI4E5OR 30 6 GALLOUs SWITCH TY PC: 3 - IWCHES'OR - 3 (,�,LLOUS PUMP IvAMUFACTURCK: Gout. D S C: - I►1L1iE5 OR ll] Z CALLOUS MODEL iJUMBER: — ��� �' Epo�f. D- tZ IMCHES OR,— =L GALLOMS SWITCH TYPE: BURY MOTE: PUAP AMD ALARM AARE TO 6c b MIMIMUM DISUARGE RATE 31.q,g d INSTALLED ON SEPARATE CIRCUITS VERTICAL DIFFERENCE 15ETWIEU PUMP OFF AIJO..D15TRI5 UTIO►.I PtPE., FEET t MIIJIMLIM METWORK SUPPLY PRESSURE . 6 54 FEET I, -b}- L. 3� + S FEET OF FORCE MAIM X Z' 1Ol F o FLFRIC FACTOR.— L FEET TOTAL OtIUAMIC. HEAD = _ FEET As per manufacturer 1 gal /in. Liquid depth 3 I . � Y"1•� �� FOR-- 1''Z�k.1C� CV�V �. � `j o'�= �. Goulds Submersible Effluent Pump EPO4 38 -- EP05 APPLICATIONS • Fasteners: 300 series • Fully submerged in high ■ Motor Housing: Cast iron Specifically designed for the stainless steel. grade turbine oil for for efficient heat transfer, following uses: • Capable of running lubrication and efficient strength, and durability. • Effluent systems dry without damage to heat transfer. ■ Motor Cover: Thermoplas- • Homes components. tic cover with integral handle Motor: Available for automatic and • Farms manual operation. Automatic and float switch attachment • Heavy duty sump • EPO4 Single phase: 0.4 HP, models include Mechanical points. • Water transfer 115 or 230 V, 60 Hz, 1550 Float Switch assembled and ■ Power Cable: Severe duty RPM, built in overload with Dewatering preset at the factory. rated oil and water resistant. automatic reset. ■ Bearings: Upper and lower SPECIFICATIONS • EP05 Single phase: 0.5 HP, FEATURES heavy duty ball bearing 115 V, 60 Hz, 1550 RPM, construction. Pump: EPO4 built in overload with ■ EPO4 Impeller: Thermo- Solids handling capability: automatic reset. plastic Semi -open design AGENCY LISTING 3 /4° maximum. • Power cord: 10 foot with pump out vanes for /— Capacities: up to 55 GPM. standard length, 16/3 SJTO mechanical seal protection. SA Canadian StandardsAssociation + 'xtal heads: up to 24 feet. with three prong grounding Discharge size: 1 "NPT. plug. Optional 20 foot ■ EP05 Impeller: Thermo- (GSA listed model numbers • Mechanical seal: carbon- length, 16/3 SJTW with plastic enclosed design for end in "F" or "AC. rotary/ceramic- stationary, three prong grounding plug improved performance. ) BUNA -N elastomers. (standard on EP05). ■ Casing and Base: Rugged • Temperature: thermoplastic design provides 104 °F (40 °C) continuous superior strength and 140 °F (60 °C) intermittent. corrosion resistance: • Fasteners: 300 series METERS FEET stainless steel, 10 I I • Capable of running 7 � � dry without damage to s 30 --► = 5 GPM t components. j Pump: EP05 8 I j I r �� t � • Solids handling capability: 0 25 3 /" maximum. W • Capacities: up to 60 GPM. X s 20 j • Total heads: up to 31 feet. 2 • Discharge size: 1'/2" NPT. z 5 • Mechanical seal: carbon- 0 1s s . Zq rotary/ceramic - stationary, _j 4 I_ BUNA -N elastomers. EO' 5 • Temperature: ° 3 10 104 °F (40 0C) continuous 140 °F (60 °C) intermittent. 2 PPo4 5 0 00 10 .. 20 30 40 50 GPM 0 2 4 6 8 10 12 m' /h CAPACITY C 1995 Goulds Pumps, Inc. Effective May. 1995 1 3 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page __ of Division of Safety and Buildings in accordance with Comm 85, Wis, Adm. Code I I County Attach complete site plan on paper not less thar 112 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal referenc�o Irtt M), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and locattfpp'OW istanc�to nearest road. 036 - 1064 -30 -000 Please print aN inforrrtx�bn. ^c " iewed by Date Personal information you provide may be used fot secondary purposesTRnvac w s. 15.g4 m)). I(12 Property Owner t OWC pbrfy ocation Vincent J . Steen G ` .L SE 1/4 SW 1/4 S27 T31 N R17 X (or) w Property Owner's Mailing Address 6 , J Block # T1.46 Subd. Name or CSM# 1744 HY. #64 + na na acres City State Zip Code Phone Nu ❑ City ❑ Village K) Town Nearest Road New Richmono WI 154017 ( 715)24607125 Stanton HY. #64 ❑ New Construction Use: IN Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD ® Replacement ❑ Public or commercial - Describe: Parent material glacial ri f Flood Plain elevation if applicable ft. General comments `` { and recommendations:' rilv4 d ,r 1� mound @ el. 98.80', based on contour line of el. 97.80' coq� -'. r J Boring Boring # ® Pit Ground surface elev. 98.60 ft. Depth to limiting factor 40 � r ' 'IR � , lion Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Bou ' �qo D /ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. ff#1 'Eff#2 1 L 2msbk mfr qW 1m 5 2 13 -26 10yr4/4 none sicl 2msbk mfr 3 26 -40 7.5yr4/4 none scl 2csbk mf 4 40 -80 7.5yr4/4 c2p 7.5ry5/6 scl 1csbk mfr na na 2 a Boring # Q Boring 30 Pit Ground surface elev. 98. ft. Depth to limiting factor 47 in. 7 Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ff in. Munsell Qu. Sz. Cont, Color Gr. Sz. Sh. 'Eff#1 'Eff #2 1 0 -9 10 2 2 none •5 .8 2 9 -22 10 4/4 none sicl 2msbk 3 22 -47 75.ry4/4 none sl 2csbk mfr qW if 4 47 -68 7.5yr4/4 c2d 7.5 5/6 scl 1csbk Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg /L nt #2 = BOD mg/L and TSS < 30 mg/L CST Name (Please Print) Signature CST Number Gar L. Steel 02298 Address ate val lion Co ucte Telephone Number 1554 200th. Ave., New Richmond, WI. 54017 9 -25 -2001 715 - 246 -6200 I Property Owner Vincent J. Steen Parcel ID # 036- 1064 -30 -000 Page 2 of 3 3 ] Boring F E] Boring # ® pit Ground surface elev. 96.50 ft. Depth to limiting factor 4 0 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDAf in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0 -9 10 2/2 none L 2msbk mfr gw 2f .5 .8 2 9 -22 10yr4/4 none sicl 2msbk 3 22 -40 10yr4/4 none ls M mvfr qw I na 5 4 40 -70 7.5yr4/4 water scl 1csbk mfr na na i a Boring # E) E] ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 F] Boring # E] Boring El Pit Ground surface elev. ft. Depth to limiting factor in. Soil lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sr- Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff42 " Effluent #1 = BOD > 30:5 220 mg& and TSS >30 5 150 mg/L ' Effluent #2 = BOD 5 30 mg/L and TSS 5 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608 - 266 -3151 or TTY 608- 264 -8777. SBD -6330 (R.6I00) STEEL'S SOIL SERVICE Gary L. Steel Vencent J. Steen 1554 200th Ave. CSTM2298 SE4SW4 ? ? S27- T31N -R17W New Richmond, WI 54017 MPRSW -3254 town of Stanton (715) 246 -6200 / N 1 " =40' i BM. = top of 1" pvc pipe @ el. 100.00' alt. BM. = top of 1" pvc pipe @ el. 97.75' P A p �v d s t,V VVI ze� � y 3U r �� T • ' �O V�puq 8/ ► � t,�r► �rr�r Gary L. Steel 9 -25 -2001 I 10124/2001 16:15 7152467079 REMAXTODAY PAGE 01 10/24 15:13 FAX 3033900952 lava — __._ W..- REMAXTODA PAGE 0 30/15/2D0x 1.10 7197467079 o L Ott V tw �v uit i Y Ei�T SFP'�'iC TANK MAi �ANC>r I+Gi�E m 0WWSRSNip CI ATIFICATtON FORM /RuycW M #ilia Add�ass prapctty Addrm (Ydf4ativa saR pYmm�d Depwo (Or new eesatuctim1 ,City /6Uts parcel Weotificsliou Number t �. Sec, ?., �% N -K�zw• T40" of Paopru�4y I�ot= attori �+• �a L&t gubdivissoa U61 x a - 3N 9 - ��v✓j C.ettitied Sauey My * VOW= artsnty used i� •,,� � ��� -- = vattmtt _� / �`f x spec rouse 13 Yes I �no tdeoti�abi�e of ttks of phi nst do up s tsuetc posy �6i1c yss:s tc 190a, 9 sa"ad by a � Wbet Yeo ?I I the tam tlU tlRW t its 00 1Alte *SOW' i7'd� ase► t![Qet tie lWCtlea or 04 s� tank ar. a+i Up P9QWnx to sehpvit ee St. 0,.k s s tom., °srare� mttteeplao►bac� f ot7r�P rctorootetpltamb�a lioeasrdpanr—rRtint(t�°� it fa pivpes opatstiop aioodi aad/ot t3) sth:riov —et sad psmpin$ (if AoceY WN"�o u* is IM dm I�3 L+itt of ditd�a tend the opw to tins t aaVW d* VoWM WW $c t& Ihre, � a�'waasl ltssdstws. State d wroeasin � set toem, eat b ti,e of C 004@ witl+ia 31D Y ti. m be ttt►srplc6ad and rasur,04 to The 96 QsM Cow Zesigli Rodin O t; • prwidsnt t I COME* � tt� to to � � • z �ws1 stp (til+a) the gvy died ree �Qi(Yi of d+rasibrdY s of Ap A ~fir r>�� dN !s Prir may taou 11 ehe aenitao pppi haing ienwd, by tie 7rvsiup men, & *woo # •• include With IMS spplae liGA: 4 vjWpe4 wetmaty &Ad frog► the K09WWr of VC06 - MM s copy of d+e ectstfied wtv9Y leap if "feuds is "'de in dw wsrittur dow YA71�`OM9f 7 'TMI YN.i 'i�1P�w�w�7 1 wF'� v ot..1636PAG E 261 i . KATHLEEN H WALSH REGISTER OF DEEDS $$ERIFF'S ST CROIX CTY WI Document Number DEED RECEIVED FOR RECORD Drafted by: Terry R. Gray 05-09 -2001 9:30 AN SHERIFFS DEED Return to: Gray & End, L.L.P. EXEMPT N 14 CERT COPY FEE: 2.25 Attorneys at Law COPY FEE: 600 North Broadway TRANSFER FEE: Suite 300 RECORDING FEE: 10.00 Milwaukee, WI 53202 Parcel Identification Number 036 106430 RE: Mortgage Electronic Registration Systems, Inc. v. Vincent J. Steen, et. al., Case No. 99- CV494 Pursuant to a judgment of foreclosure entered in this matter, the subject premises was sold at auction to the highest and best bidder, Aurora Loan Services, Therefore, the sheriff does hereby grant and convey unto said successful bidder, all of the following described land, located in the County of ST. CROIX, State of Wisconsin, to wit: A parcel of land located in SA of SW;, Section 27, Township 31 North, Range 17 West, Town of Stanton, St. Croix County, Wisconsin more fully described as follows: Commencing at a point on South line of said SE% of SW; which point is 512- feet East of SW corner of said SF3; of SWh and point of beginning; thence North and parallel to West line of said SE; of SW; a distance of = feet; thence East and parallel to South line of said SE1; of SW. a distance of 184 feet; thence South and parallel to West line of said SE; of Swh a distance of 371 feet to South line of said SE: of SW;; thence West along South line of said SE;' of SW:• a distance of 184 feet to point of beginning. EXCEPT part to Norman L. Johnson, Jr. and Joan Johnson in Vol. 459 -, Page 205 and in Vol. "581 ", Page 320. AL� SHERIFF - SPATE OF WISCONSIN (Strike the inappropriate title) ) )ss COUNTY OF SP. CROIX ) Personally came before me this day of 0,414 2001, the abov..med AAlli3 n 411 5k.a% , personally known to me as the officer described above, and who executed this document as the sheriff or on behalf of the sheriff of this county. n��x Sd • �'�c�.Z - ll� Notary Public MARY J. WRTELL SP. CROIX County, Wisconsin NOTE KUX STATE OF WWOMW My commission expires: G'z adC 1 10115/2001 11:55 7152467079 REMAXTDDAY PAGE 03 413 I i SE 114-- 5'W 114 I 416A ti I 528241 I 718/470 861/142 244.00• r�ttsw1.00' eb I�a1�1� w � o S416C 244.00` 171.00•