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HomeMy WebLinkAbout022-1021-20-100 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 420615 0 s (ATTACH TO PERMIT) GENERAL4INFORMATION State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holders Name: City Village X Township Parcel Tax No: Will er, Tony Kinnickinnic Township 022 - 1021 -20 -100 CST BM Elev: Insp. BBM y lev: BM Description: 1 .6 _ ' 0V1W TANK INFORMATION ELEVATION DATA TYPE MAN FACTU CAPACIT STATION BS HI FS ELEV. r vn _0 /' a t'd- Y'2k-e— Septic , / / / Benchmark -_-- )°�•�( 9� O V . l Dosing� Alt. BM 9-' n 6V g b Aeration d . ewer / � s�n o4 - yo- - "_5o I I.31 Holding i St/Ht Inlet f �� TANK SETBACK INFORMATION SUHt outlet m (' UP 4 Aa6v .Ica TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inle So TV Septic / SO - o I / ^1 t Bottom�b �.5.(o Dosing Header /Man. ? Aeration Dist. Pipe 3.1 / 02, y Holding Bot. Syst m 3 -7o o/- p PUMP /SIPHON INFORMATION Final Grade Manufacturer � Demand St Cover C1 rK"Z GPM (pj}:• 2 Model Number 6po . 5 - TDH Lift Friction Loss System Head TDH Ft Forcemain Len Dia. 2 u Dist. t'> Well t ' V t SOIL ABSORPTION SYSTEM — �� S • S }�— �• �� BED/TRENCH Width Length No. Of Trenches � PIT DI IONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS 100 / 1 �Q ,,r/ SETBACK SYSTEM TO P/ BLDG WELL LAKE /STREAM CHI Manufacturer: INFORMATION CHAM OR Type OfSystem: / � ^ � IT M v Model Number: DISTRIBUTION SYSTEM mov,d Header /Manifold Distribution x Hole Size x Hole Spacing J VVe�ntto Air Intake '�^ h Pipe(s) Length 3 Dia Length,_ Dia I Spacing SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only 1 Depth Over / Depth Over xx Depth of xx Seeded /Sodded xx Mulched 15edlTrench Center 'T D•L-W Bedffrench Edges Topsoil g p C� Yes ] No Fi] Yes ❑ No COMMENTS jInclude code discrepencies, persons present, etc.) Inspection #1 292M3 Inspection #2: / Z 1_3 Location 100 ( , Tm �p - dv3 veway (OCaA -- or (�* (C °�`�) Parcel No: 08. 18.122A S S,,R/o erts, WI 54023 (F W 114 NW 1/4 8 T28N R18W) NA Lo 1.) Alt BM Description- WY `ft �I¢ -(��1� � O� 7 2.) Bldg sewer length= / , 4jf Gf[ S►'` - amount of cover = `� °`_" l�loFi�i`Gd Yd ` �""' V 3.) Contour <)eO - O > 7 - — yI COn'Y + � ' Plan revision Required? � I Yes No y, z ! ' 1 S _ j Use other side for additional information. �' °�J� _ _ L/ ( l SBD -6710 (R.3/97) I - � v 1 Vl Date / ( Insepctor'sSignat fe ! Cart. No ✓I . n � �CJ+ �(jLtiC �l Cp t t PG�Q� ' B 5 U {YI U 11 VV r J 706 —, // b � V lb l v XA r Safety and Buildings Division Coun i On 201 W. Washington Ave., P.O. Box 7082 sconsin Madison, WI 53707 — 7082 Sanitary Permit Nu mber (to be filled in by Co.) Department of Commerce pZ.�r p� ( 60 8) 6 /k alS Sanitary Permit Application I' S e Plan I.D. Number 8�* 75 In accord with Comm 83.21, Wis. Adm. Code, personal information you provide 5 may be used for secondary purposes Privacy Law, s 15 P oject Address (if diff than mailing address) / OO�CO ULt.� — 7 - 44c L �� 1 I. Application Information — Please Print All Information Property Owner's Name 2 2002 rcel # Lot # Block # 2 Property Owner's ling Address ZON NTY roperty Location III OFFICE Q %��' /., Section V City S tate Zip Code Phone Number trcle • /a3 a II. Type of Building (check all that apply) 4 113 6 4— S s `�� S � pN; R E ogz ubdivision Name C M lumber I or 2 Family Dwelling - Number of Bedrooms '7 El Public/Commercial - Describe Use "- C r ❑ State Owned - Describe Use ❑City ❑Village PrTownship of x III. Type of Permit: (Check only one box on line A. Complete line B if applicable) SS A. New System y ❑Replacement System ❑ Treatment/Holding Tank Replacement Only ❑Other Mo fication to Existing System B List Previous Permit Number and Date Issued ❑ Permit Renewal ❑Permit Revision El Change of ❑Permit Transfer to New Before Expiration Plumber Owner IV. Type of POWTS System: Check all th I t2 ❑ Non - Pressurized In -Group Mound 224 in. of suitable soil ❑ Mound < 24 in. of suitable soil ❑ At -Grade ❑ Single Pass Sand Filter ❑ Constructed Wetland ❑ Pressurized In- Ground ❑ Holding Tank ❑ Peat Filter ❑ Aerobic Treatment Unit ❑ Recirculating Sand Filter ❑ Recirculating Synthetic Media Filter ❑ Leaching Chamber ❑ Drip Line ❑ Gray )l-less Pife ❑ Other (ex lain) V. Dispersal/Treatment Area Information: — / b Design Flow (gpd) Design Soil tca Rate(gpdsf) Dispersal Area Required (sf) Dispersal Area Proposed (sf) System Elevation - - //.) (0 (::) �el 0 (� 1 16 / - ;�� 0 f — VI. Tank Info Cap 'ty in Total Num6& Prefab Site Steel Fiber Plastic Gallon Gallons of Units ^ �O Concrete Constructed Glass New I Existing Tanks Tanks Septic or Holding Tank Aerobic Treatment Unit Dosing Chamber n -_ D VII. Responsibility Statement I, the undersigned, assume responsibility for in tallation of the POWTS shown on the attached plans. Plumber's Name (Print) Plum s S' ature /MPRS Number Business Phone Number 13 f as © 3c-7 ors �� 6 Plumber's Address (Street City, S te, Zip C l tom- - VIII/County/Department Use Onl Approved ❑ Disapproved Sanitary Permit Fee (includes Groundwater Date Issued Wsiuing Ag'dpt Signatur o tamps) Surcharge Fee) ❑ Owner Give Reason for Denial 3 2 N o IX. Conditions of Approval/Reasons for Disapproval /Ma�i-tr.�:�, r►'wni/v>t,�,t,►�, c�tr-f�,t,c.��.�' -�, �O��h� and c�'�i� �f�'� Ce»� , attd > due. s j 4-,6j,, �'� Attach complete plans (to the Co duty only) lifir the system on paper not less than 8112 11 inch in size . SBD— 398 R. 08/02 �� � 6,w �s �? U�rz A r »2 1'n�rr �� ,6NAv�kll' /� -WP Scale 1"=L) rage of 7 — Cove -�, N R AJ l.. _ S v i A �1 13 2M � ►v ZT � S �� PS �� CO�h0�12 e . l OQ. 0' zt. 0 r o vV- dji�LL. r�tuvr�, � _7 ZS' PiZOx -, ci � �s Yw� 'n� s ►°c��A _" W 1 ra-- .1.0 O - O' orj l ? �tuw P t Pe a. �3w1 2 _ fit. cl mr H 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 \ ZZO /Boo gallo a acity manufactured by LA J 1 �. G UhI C_V x W _ t gvo Q, F1 L�z 4. Bench mark g - 5. Divert surface water around system to prevent ponding at the uphill side. qp w��� EROSION CONTROL PLAN COMMENTS: For Lot 1, 447 C. T. H. "SS" Sanitary Permit — owner(s) Anthony Willger ) 1. The main source for construction site runoff will be the house foundation excavation and any soil stockpiled until final grading and stabilization is complete. Septic system excavation/installation has minimal impact, but plan to apply seed and mulch as recommended in #4. 2. Divert contaminated runoff away from any drainage ditches or waterways by creating temporary earthen berms ALONG CONTOUR between construction activity and concentrated flows. Maintain existing vegetation between potential receiving waters (including ditches) and the house foundation & mound septic system excavation sites. 3. Construction equipment and vehicles must use only one stabilized driveway access off town road that is designed for heavy equipment; this helps avoid muddy, rutted conditions that may allow contaminated runoff to reach waterways and/or drainage ditches. This includes cement trucks, well drillers, and other contractor's vehicles that access the property. If damage occurs during sand delivery for mound, have excavator re -grade the area and stabilize as part of mound completion. 4. Stabilize new topsoil cover over mound septic system with seed and mulch immediately after installation — do not wait for final stabilization and/or landscaping of entire site to cover exposed soils on the system. If weather will not permit seed germination, a heavy straw mulch cover will prevent erosion until grass /vegetation can get established. Erosion control matting can be applied any time of year and if installed properly, will provide protection even if seed germination is delayed. 5. If builder /excavator grades the site to create temporary berms (see #2) to contain sediment and leaves adequate vegetative cover to protect areas of concern, installation of silt fence MAY not be necessary. Again, use mulch or other cover materials to prevent erosion. Silt fence or other approved sediment control products will be required if sediment cannot be contained on Lot 1 with the berms and vegetative buffers. Septic system inspector will evaluate ESC plan effectiveness and make recommendations accordingly. Attached is a copy of "Erosion Control for Home Builders ". Please feel free to contact me with questions or ask for assistance with erosion & sediment control installation. 1 Erosion Inspector #6 054 Pamela Quinn, of os 65 Safety and Buildings 4003 N KINNEY COULEE RD LA CROSSE WI 54601 -1831 TDD #: (608) 264 -8777 isconsin www.commerce.statemi.us /sb Department of Commerce www.wisconsin.gov Scott McCallum, Governor Philip Edw. Albert, Secretary November 11, 2002 CUST ID No.267341 ATTN: POWTS Inspector ARTHUR L WEGERER ZONING OFFICE WEGERER SOIL TESTING & DESIGN SERVICE ST CROIX COUNTY SPIA PO BOX 74 1101 CARMICHAEL RD RIVER FALLS WI 54022 HUDSON WI 54016 CONDITIONAL APPROVAL �Jo PLAN APPROVAL EXPIRES: 11/11/2004 Identification Number Transaction ID No. 806782 SITE: cs�z Site ID No. 653149 Richard La Casse Please refer to both identification numbers, Coulee Trail above, in all corres ondence with the a enc . Town of Kinnickinnic St Croix County NW1 /4, SW1 /4, S8, T28N, R18W <i Lot: 1, FOR: Description: Four Bedroom Mound System Object Type: POWT System Regulated Object ID No.: 880439 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: • This system is to be constructed and located in accordance with the enclosed approved plans and with the "Mound Component Manual for Private Onsite Wastewater Systems VERSION 2.0" SBD- 10691 -P (N.01 /01) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems VERSION 2.0" SBD - 10706 -P (N.01 /01). • Per manual cited above, limited activities are allowed in the area 15 feet down slope of the component area. 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 1'tivtt(l1.y area. chs. NR 811 & 812c ROVED Sanitary Permit must be obtained from the county where this project is located in accordance with the EaItIT OF COMMERCE requirements of Sec. 145.135 and 145.19, Wis. Stats. AFT i UIU GS Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the RESPOND C s ignated 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. ARTHUR L WEGERER Page 2 11 /11/02 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 /instal lation /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 $ 100 0.0 Balance Due $ 0.00 Charles L Bratz 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 TITLE SHEET Page of - 7 ROUND SYSTEM FOR A � BEDROOM RESIDENCE This plan has been prepared in accordance with the Mound Component Manual SBD- 10691 -P and the Pressure Distribution Manual SBD- 10706 -P (N.01 101) (N.01 101) LOCATED IN THE Nw 1/4 OF THE SW 1/4 OF SECTION g ,T Ze N,R l� W, TOWN OF �Zl itilNlC kjpv1C COUNTY, WISCONSIN. q zc� INDEX V PAGE 1 of 7 TITLE SHEET ��G r 5'� PAGE 2 Of 7 SYSTEM MAdAGEMENT PLAN PAGE 3 of 7 PLOT PLAN PAGE 4 of 7 PLAN VIEW -CROSS SECTION �j , PAGE 5 of 7 DISTRIBUTION PIPE LAYOUT [ nn PAGE 6 of 7 PUMPING CHAMBER CROSS SECTION yJ! PAGE 7 of 7 PUMP PERFORMANCE CURVE PREPARED FOR Lp CR-93 L - -- L �- e.�s E - CJ..i Sew! t- k,�r�► � - 5-23 c-0vw -- l�� PREPARED BY WaGEFcER SL3 S L .TEST S SIG AND DDS 2 G�i S�R�J I CE P.O. Box 74 421 N.Main St. River Falls, WI 54022��� Phone 715 - 425 -0165. Fax 715- 425 -6864 � .lylk� 0-4, P Cot U --440 I App. 1 z's F" V1 �p.31 -OZ gEE COR JOB NO. Z' - 4?-'-[ S -Mound System Management Plan pa Z- of Pursuant to Comm 83.54, Wis. Adm. Code Septic Tank �D�j� The septic tank shall be maintained by an individual certified to service septic tanks under s. 281 -7 Slats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Cod .Theo eratin condition of the septic tank and outlet filter shall be assessed once eve 3 ears by inspection. The outlet filter shall be c.eane as necess o ensure prof er operation. The fil ter cartridge should not a removed unless provisions are ma a at m273Fo o t e i ftTP 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 biennial 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 erimet r shall be seeded and mulched as necessary to prevent erosion and to provide some protection P e ,and the mound from P om fr ost 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 for frost protection. Influent quality into the mound system may not exceed 220 mg /L 6005, 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 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 ( j and local or state rules pertaining to system maintenance and maintenance reporting. S13 b' =10 d R 1 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 1 allure must be replaced. laced. Ex osed access 8- inches p ess 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. Contfngencv 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 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 clogged adsorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. - Questions about the operation or maintenance of this system should be directed to: The County Zoning-Office at S --..3 6 - . 680 1 'r_ Uui1X The system installer at 1 l S _ Z6$_ 6ctgS . V`) -GA1X The tank manufacturer at at)0 Z .zs $ qS 6 hJlesm The effluent filter manufacturer at X00- Zlfi�3 The pump manufacturer at - rLU'1 rL - i1V Scale 1 "= L.1 �' Page 3 of L SQ I . B tZ-H G t-tov� 1 z yAS �,c COty '-Ax tTL .10o. Q' e o O� ° 'tL ��, V- y4 1.Z.5 b4 I C "-�) \,� �u U \ 36�•Z� =tU � s�. g. iAw1 w - S-100-0 ) I- w 'Pi pe , Lz'r CUWS eR-- ti i4 Z � 0 1 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 \ 700 /800 gallo -capacity manufactured by w UB 4. Bench mark 5. Divert surface water around system to prevent ponding at the uphill side. Pace Or 7 Approved Synthetic.Covering ASTH C33 Distribution Pipe Medium. Sand H G Topsoil -�.- _ - W - F Eiev. 1 0.1.E S 3 E . b % Slope Distribution Cell of Force Main Plowed a" to 2-2" Agarecrate From Pump Layer 0 1 t '� E V 0 i � Ft. CROSS SECTION OF A MOUND SYSTEM F O -$ Ft. G O_ S Ft. A Ft. H 1 - Ft. Linear Loading Rate = • GPD /LN FT B ) 00 Ft . Design Loading Rate O - 3 GPD /SQ 1 L) 3Z,:3.a� aAa.� J -� Ft. OD / V K Ft. L 1ZZ Ft. 1 �4a�rr- W Z 9 Ft. L ' Observation Pipe 8 -=— K - - - - -- --- - - - - -- - - ---� Boctss A ---`�b B - ° W � - -- - - - -- - - - - -- --------------- - - - - -- � Force Main C Distributio,n �-- Cell of % to 2" : 2 Pipe aggregate 1 Observation . Pipe (Anchbr securely) f PLAN VIEW OF A MOUND SYSTEM Distribution Pipe Layout Pzve S of .o 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 lat e - up with the use of Ion, t= or 45* fitting to a point withia six inches of the foal Mde. Terminate the ends of the Iate.-als with a valve, threaded can or . threaded plug. Provide access from final grade for the valve, threaded cap or threaded plug, i t L LZOSS _s '�l�►v FVC Later( Manhid PV r C_ _MF Later) x ( x x x2 xQ x x x x Lateral Length — Calera! Length — P Oistribirticn Line Rj tz� r, P�,� P yq.S Ft . Hole Diameter ) /S Inch' S 3 Ft Lateral �_.Inch(es) X 36 Inches Manifold _� Inches Forte Main " Z Inches # of holes /pipe 17 Invert Elevation of.Laterals Combination Sept;.c:Tank and PL1 CHAMBER CROSS SECTION AND SPECIFIC ' PAGE L OF •VEUT CAP WEATHER PROOF JUUCTIOU BOX . 'i C.I. VE.hIT PIPC APPROVED LOCKING 10' FROM DOOR. ,"MOLE COVER ;4JITi - itUDOW OR FRCSH ti"AStNIIJG L -N%EL. am cz. �G1o�P� ALP, S cel sDuyr w / s c r iv I.Sf}p � C Lg � I t• xlu. WAIN. � � ---- - - - - -- -- - 1 l IAJLET PROVIDE • 'h AIRTIGHT SEAL I I I I Approved zJ�B�t �+� °,� I ill Approved joint w/ �c} i III joint w( PVC pine ALARM PVC pipe I I I 1 oN C I I 3 I CLEY. fT. PUKP -� OFF 0 COMCKETE L.�L 6. 00 BLOCK y . RISER EXIT PERMITTED OQLy IF TANK MAUUFACTURER HAS SUCH APPROVAL 3 "AVPRort<' SEPTIC F SPECIFICATIOUS DOSE TANKS MALJ UFACTURCR: i'` CU>.1e�� IJUMt3ER OF DOSES: S' PER DAB TAJ.JK :,IZC : \wo 19ao GALLOQS DOSE VOLUME r ALARM MAUUFACTURER: Lj 5`TL'�jS INCLUDING 5ACKPLO � 33 y ALL c G 0 MODEL WUMBER: 1� t �A(, • CAPACITIES: A= $ INCHES OR 3 GALLO1Jg SWITCH TtIPE: —� CHE OR G{�LLOUS PUMP 1,AQUFACTURCR: GOUL_pS C= 6 IIJCHE5 OR X33 � GALLOUS MODEL ►�1UM9ER: ���'S D'r IAICHES OR GALLONS SWfTCy{ TYPE: — �11�Cf MOTE: PU11P AUD ALARM E TO bC MINIMUM DISCHARGE • RATE 1-2-8 GPM INSTALLED ON 5EP TE CIRCUITS VERTIC DIFFERENCE DETWCEU PUMP OFF AUO..Q15TRIBUTIOU pIPE.. F E T t Z ' + MINIMUM M ETWOR K SUPPLY PRESSURE , L S p FEET �.CA- I - 3� + 1 3S FEET OF FORCE MAIN X ! 1 N • F Yo FLFKICTIO FACTOR.. Z "3 FEET 2. O e TOTAL O9WAMIC. HEAD = Z �' FEET As per manufacturer Z?_ Z� gal /in. Liquid depth 36 `' GOUIdS i�E o •' Submersible Effluent Pump 3871 EPO4 EP05 APPLICATIONS • Fasteners: 300 series • Fully submerged in high ■ Motor0ousing: 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 Available for automatic and Farms Motor: manual operation. Automatic 'and float switch attachment • Heavy duty sump • EPO4 Single phase: 0.4 HP, models include Mechanical RP points. • Water transfer RP M, , built in overload with 230 V, Hz 155 Float Switch assembled and ■ Power Cable: Severe duty • Dewatering automatic reset. preset at the factory. rated oil and water resistant. • EP05 Single phase: 0.5 HP, ■ Bearings: Upper and lower SPECIFICATIONS 115 V, 60 Hz, 1550 RPM, FEATURES heavy duty ball bearing Pump: EPO4 built in overload with construction. ■ EPO4 Impeller: Thermo- • Solids handling capability: automatic reset. plastic Semi -open design 3 /4 ° maximum. • Power cord: 10 foot with pump out vanes for AGENCY LISTING • Capacities: up to 55 GPM. standard length, 16/3 SJTO mechanical seal protection. SP -:J • Total heads: up to 24 feet. with three prong grounding • Canadian Standards Association • a size: NPT. plug. Optional 20 foot ■ EP05 Impeller: Thermo - Dischar g plastic enclosed design for (CSA listed model numbers • Mechanical seal: carbon length, 16/3 SJTW with improved performance. end in "F' or "AC ".) rotary/ceramic - stationary, three prong grounding plug 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 • Capable of running ( §-W I dry without damage to s 30 components. Pump: EP05 _ a — - -- Solids handling capability: c z 25 /4' maximum. a • Capacities: up to 60 GPM. • Total heads: up to 31 feet. 2 6 20 z, eta • Discharge size: IIR NPT. z 5 — • Mechanical seal: carbon- } i rotary/ceramic - stationary, a 4- is BUNA -N elastomers. EPOS`— • Temperature: ° 3 io ! I� 104 °F (40 °C) continuous I 140 °F (60 °C) intermittent. 2 5 J 0 O il 10 20 30 40 50 GPM 0 2 4 6 8 10 12 ml/h CAPACITY ®1995 Goulds Pumps, Inc. Ettecdve May, 1995 83871 10/30/2002 11:44 71538165:1 LACASSE CUSTOM HOMES PAGE 03 4Visconsln Gepartmentof Commerce SOIL EVALUATION REPORT Page of Division of Safety and aulidings .. ; i accordance with Comm 85, Ws. Adm. Code C*mty Attach complete site plan an paper not le ; than 8 1R x 11 Inches In size. Plan must Include, but not limited to: vertical and ho izontal reference point (BM), bireedon and Parcel I.D. percent slope, scale or dimensions, north grow, and JOC2UDn and distance to nearest rood. Please print all Information Reviewed by Date Pei'6ona1 SntotmaUan you provide maybe uw- for $=ndarypurposes (Prrvery Law, a. 15.04 (1) (m)). Property Owner L kE Q ? 1,.. n, I-O 1 /45k) 114 $ $ - r N R 18 s (crig Property O'wner's Malin 9 Address Lot # Block # Subd. Name or CSfut# �' -� _ �u K 2. - P w>GSQD cswl Clry State Ifp Cade Phone Number City (] Village 0 Town Nearest Road S , S�. r � I ry S so�:> (6 t `Z Z3 - tia s7 Ul ,J'L cm+ L IS u. ® New Construction u se: © ReSWQnd I ! Number of bedrooms L 4 Code derived design flow rats 6AZ. X p [� Replacement 0 Pubuc or commercial - Describe: Parent mstertai — G...�.�__S_ t-.L Flood Plain elevation M applicable er,t,r.,, - General comments 41.0 and recommendations: M-!1llt KJQ t J� sr � �� �Qp� 9 = U `O-a r ur Soling Poring :. tbi pit Ground surf ice elev, L U3, b tt. Depth to 9mlting factor in, ^ti^" Rate Horizon Depth Dom to naDomI Color F :edoxDescription Texture Structure Consistence soundary Roots GPOW In. Munseil C J. Sz. Cont. Color Gr, SL sh. • •Eli 1 0 �g � �� rz � t - z. - s � t z ti,•t� -. n _ . S , � . Z 8 -lb t.o�tri:�16 — s it ZhK m S •S� 1b- S s�L1y r -5�-t2 s12, yrt'fl •S goring # ❑ Boling Pit Ground surf ice elev, ft. Depth to IlmtitQfactor In, Batt AppOotion lithe Horizon Depth Dominant Color tedox DescroUon Textural Strucue Consistence Boundary Roots t3PDW In. Munsall C u. Sz. Cont. Color Gr. Sz. Sh. 'l:lt#1 • •Ett9f2 J o _ l4 I oj r'Z 3 C z. I S t 1 Z'f sb iz. 1v1`P�► CS • S - E � to- to lo�riz•: �b - s � t �,„�b�, �� c g '� , • s , g - tg �y S"�4z3�y t� '1•��rzsl� �. p m`�. .3 .5 • influe #1 = SOD, a 30 { 220 mgn, and TSS >30 a 1 50 m@2 • Effluent 02 = BOO, c 30 nvkp d TSS 30 wGfL nT Name {lease Pii i) —"`— g� r!rthur L. Weizerer Ol � �- I 220254 A d dress e g e r e r Soil T e s t s r. g& ri e s i g n Service to 6"Illatim Condxxed Telephone Numbs r 421 T Main St. River Fails, 'RI 54022 I1- Z-9.01 715 - 425 -0165 � by'Isconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Attach complete site plan on paper not less than 8 112 x 11 inches in size. Plan must county include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. �p _ 0 percent slope, scale or dimensions, north arrow, and location and distance to nearest road. N Please print all information. eview d by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). l / Property Owner Property Location FfZ -u L kD-3 Gent: -Let• N U-) 1 /4 5W 1/4 S g T �- g N R Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# p -o _ ©u x Z4 Z 1 - P1ZOpos C-Sw1 r l,"!ty.. State Zip Code Phone Number ❑ City ❑ Village [E Town Nearest Road ST. p PN wiN 5S D�S (6 1Z) - 1Z3 -t�8 � C "- ►, ® New Construction Use: © Residential / Number of bedrooms L_ Code derived design flow rate G ❑ Replacement ❑ Public or commercial - Describe: Parent material G L,fce 1 'M L-L Flood Plain elevation if applicable ft General comments and recommendations: M LYJK)D 1.i / C) ' k l ' p 1 smz L BQ orh1 C-L . DLC c I ti % m v m 21 " o�= s'ptw 1=1 L-L _ C sr ` 1? 4 r elej Boring # ❑Poring ® pit Ground surface elev. L 013 - 8 fL Depth to limiting factor L b in. C n Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 I 'Eff#2 S 11 Z`F36yz 1vl`� CS - • 5 1 -8 S i I k m' -S -6 3 b S `1r [y `Fly 1. S�tZ s!s L IM t�rl- • 3 . F71 Boring # ❑ Boring ® Pit Ground surface elev. a • g fL Depth to limiting factor I?) in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 - Eff#2 Z d -L8 101P 3A - s; ► z m-�. cs - s -S >g 3 S` .S Lie- S18 L p mj - 3 _5 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) Signatu CST Number Arthur L. Wegerer 01-L9 220254 Address W e g e r e r Soil Testing & Design Service to Evaluation Conducted Telephone Number 421 N. Bain St. River Falls, WI 54022 11- - L9 -01 715 -425 -0165 1 l Property Owner L�L� Z Parcel ID # P��1D1+�1 G Page Z of Boring # ❑ Boring ® Pit Ground surface eiev. QS - Z ft. Depth to limiting factor 1 5 in. Soil Application Rate Horizon Depth Dominant Color . Redox Description Texture Structure Consisliece Boundary Roots GPD /ft In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 6- It) 1-tP -3 !z - Si, I z�sbk w► cS S i I Z bk �s lo�fl2�1� ct�- -- ). S 't fZS!$ sic! 1O-sb1i 26 30 M-i fz S! FY-1 Boring # ❑ Boring ® pit Ground surface eiev. L ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft= in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 • Eff#2 I o 9 ) 0`1 VZ.- 31 z 1 .. S i I Z`Ps b►z 3 Z� 3S S kt'L3IV S Li r2S/8 S Boring # ❑ Boring m Pit Ground surface eiev. ft. Depth to limiting factor Z. in. Soil Application Rate Horizon Depth Dominant Color Redox Descriptlon Texture Structure Consistence Boundary Roots GPD /ftZ in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 0 -9 1p`'tR - si t Z` ab�C Z a -Z7 102 3L` Si f 3`QSb>z m►- C — . 5 - 3 z� -CIO S `IfLSly `PIi SL8 L • Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L • Effluent #2 = BOP,:! 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. sBO.a»o (R6100) • PLOT PLAN Page 3 of 3 s Scale 1' Ilk eUn nv�2 in- 9.4. s 8 DYtph1 6F= Cjz j aS -may �b(o s• I U \ o rc D 1.SYU iZ-t3 � �, .6 V- Z - 8 `N �r aM z 1 LpT Z izow1 lP l P E w T CO1 -NLs iR - K_._ K K e -O j 715- 425 -0165 220254 O I CST Signature Date Telephone Ido. CST No. Job NO. ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWfJI?1tS111I' CI?It'I'll DORM Ovvncr' /Btlyct !C�l� `,�r�i�(' -� �� ►' l� i� Mailing Address CX a Property Address y (Verifteallou \ re(luited titan Planning I)cpattnren( for new coils (tucaioil) City /S(ale Parcel )deniification Nnlliber 6 10 0 � LEGAL DESCRIPTION Property Location -AILL) II/,, _ ,,Lo ' /,, Sec. � 'I'�tJ- 1t�V�', `I'o�vn of SuUdivision /v \ I_ot It r Cci tfrccl Sill-Vey '141np tr V olootu l �� —, 1'nt;c tl 4a q 7 Wai t•nuty Deed /t _ (O � � Voinntc Page 1.1 Spec House Cl yes 14 no Lot lilies ideutitirti}le Wf yes U no SYSTEM MA INTENANCE Improper use and tuainlcnauccof yout septic system could tcsuit in its wenta(ntc failutc to hnndie wastes. l'roperntainlenancc cortslsls of pumping out lice septic lank every thtce ),cats or sooner, if needed try a licensed pumper. What you put into the system can affect the function of [lie scplic tank as a' ti catntcut stage in the waste disposal systeut. The property owner agrees to Submit to SL Croix Zoning Dcpatltoeui -a cetlifcatiou form, signed by the owner and by a ntasterpittutber, jourtieyntatt plunger, testticled pl►uuber or a licensed pumper vet ifying Iltat.(1) (lie on -silo wnstewatierdisposal system is in proper operating condition and /or (2) aflcr inspection null puntping (if necessaty), the septic lank is less than 1/3 full of sludge. I /we, the undersigned have read the above tcquitcntcrtts and agree to ntaintaht the private sewage disposal system willr (lie standards set forth, herein, as set by .file Department of Cuntntercc still the Depatlntcnl of Na(ural,Rcsoui - ces; Stale of Wisconsin. Certification' stating that your septic system has been ntainiained must be completed and taunted to the St. Croix County Zoning Office within 30 days of 1 a three c Aratlon tlatc. l iht�� . ©NATU Or AI'I' / N (' I)A'1')? 0 WINER C1vW1'f FICAxi oN I (we) certify Ilia( all stalctueuts on INS filial ute title Ut tine best of my (nur) knowledge. I (we) ant (are) the ownel(s) of the property des ribed above, by vitlue of a tvattanly decd Iecotded in kegistcr of Dceds office. �d ( 416 PG ' R ©r, AP ANq' DATH ** * * ** Ally information (flat is ntis- represcn(ed ilia) result in (Ire sanilaty permit being revoked by (he Zoning Departrnetit. * * * * ** ** Include with (Its applicatlott: a stantlreci watlality deed fropt the Itcgis(c; or Deeds office Cfvf "�i7e•!y•t!IutiW.i1I li)ewat3fl�li3 a otty.of tli� cctllfFC� s} v �F tr n P t rj t 4. �J 1896P `191 STATE BAR OF WISCONSIN FORM 1- 1998 6 7 9 8 1 1 WARRANTY DEED KATHLEEN H. WALSH REGISTER OF DEEDS ST. CROIX CO., MI Document Number RECEIVED FOR RECORD This Deed, made between Lenertz Farms. Inc. a C r oration 05 -23 -2002 9:30 AN Grantor, and Anthony V Willaer and Traci J. Willaer , Grantee. Grantor, for a valuable consideration conveys to Grantee the following WRRR{WTY DEED described real estate in St. Croix County State of EXIYPT i Wisconsin (the "Property"): REC FEE: 11.00 �( \u abr =Tr1 V COS P Y F EE : 131.70 CERT COPY FEE: PAGES: 1 Recording Area am \U nSS ei ddress th illger Burnet Title rf T a l er 7550 France Ave. S. x First Floor Riv 5401� Edina, MN 55435 a�a q(pATTN n ci Ci (_ Parcel Identification Number (PIN) This is not homestead property. (is) (is not) of 1 in Certified Survey Map flied in Vol. 15 page 4247, as Document No. 669534, located in part of the NW % of the SW 1 /4 and part of the NE 1 /4 of the SW % and part of the SE' /. of the SW Y4, Section 8, Township 28 North, Range 18 West, Town of Kinnickinnic, 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 15th day of Aoril 2002. (SEAL) (SEAL) Lenertz Farms, Inc. h 6 . d 1 (SEAL) (SEAL) AUTHENTICATION ACKNOWLEDGMENT Signature(s) State of Wisconsin, } as. authenticated this Wt df _ y�/ gtnIATZINA St. Croix County NO Ati � � ���� � Personally came before me this 15th day of ST-ATEQF WISWNFJU I Aoril, 2042 the above named Lenerts Farms. Inc. by Steve Goff Attomev -in -Fact to me known to be TITLE: MEMBER STATE BAR OF WISCONSIN the p erson who executed the foregoing instrument and ac owledge the same. (If not, authorized by §706.06, Wis. Stats) �l � THIS INSTRUMENT WAS DRAFTED BY Coldwell Banker Burnet Notary Public, Stati of Wisconsin 1301 Coulee Road Hudson, WI 54016 My commission is permanent. (If not, state expiration date: 2 -20344 U ) (Signatures may be authenticated or acknowledged. Both are not necessary.) Names of persons si nin in any ca aci must be ed or tinted below their signat ure. STATE BAR OF WISCONSIN Wisconsin Legal Blank Co, Inc. WARRANTY DEED FORM No. 1 -1998 Milwaukee, Wis. 66934 1 5 4247 KATHLEEN H. WAL.SH REGISTER OF DEEDS ST. CROIX CO., WT I ( - -- RECEIVED FOR RECORD w° H n -- —� 01-28-2002 1:45 PM o z —.�� �.� Z COPY FEE: 3.00 V) r RECORDING FEE: 13.00 o A m BEARINGS ARE REFERENCED TO THE PAGES: 2 of m = EAST -WEST 1/4 LINE OF SECTION 8, o z c m ASSUMED 70 BEAR N88'19'46 "E � I L---- - - - - -- -------­-------- m II 1 -- T --- -- - - - - -- o w WEST LINE OF THE � - -- - -- - � _ ` / I NW1 /4 OF THE SWt /4 n O N i C.T.H. S.S. o � N00 °11'211W I m . cq 1311.48' 435 9 ° __QLaJ 4 1 m 3 n 7 435.43' n�''i ni `� 397.16' 360.1 T - �fJ00 ° 10'20 'W A 1278.76' o {{nn 0.......... �N .. ...... .�.A.. m m n� �m �r rl m ` m co 0" °1 4 7> > < i C Y I I I � p m m 1art 0 ° 1 Q'22" 41' 00 0.41' r s, 10's m0 C, '14 I c : b R o i C Z A q,A Id m v EAST LINE OF THE qS I I SW1l4 OF THE SW 7/4 EAST LINE OF THE 6 6' �i C N00 °08'22 "E 439.42 NW1/4 OF THE Swim I c C C I ro cn ST. CROIX COUNTY 500'22'05 "W 1762.16' I O CO Plannlno 7o ";.... ,,n c�.o Cw ^f,lrcc+ I I m G -1' p CAD L&H3 .--- - - - D - >_ `E4 .JAN 2 8 20Q2 MK - - -- D___ e.- - o��a��� KiI 1H �,rl:c:: ;: nays of - - -- m approval dale approval shall bc; N O d,navd'° ooR. A Z���O (� N Z rw►+!7 IZ i / 0 z m Z \ \ \D lJv z / r r r r r Z r n (j A A if m 0 00000 o r / ® TOozz X -O d p � i A i+ W W N N ak W N 0 2 m Z _q Z D 0 1v> CJ , .+y l7C7Z i i X yrn m m �m nnnnnnnn a �A* � �� o rn� o o m0 A AAA D � o °D � z z jz i' f �: f f v z c, D a, gn _ - z D Z c7Z000 Z N n r - 11 m In 0 n7 ' I '1 TI Z m? Z7 :A 02; O O t '� � PD N O V / M x� m m A z z m e o - a o N ° w'4 m i O mN I Nf C n r 0 0 Ac 07 W O O f O N -1XNA V t I OD --77��� X mZ �� N O �=0� C? /Q ; tPc ocnvaoAn r MN7 A C 1� -C ?4 m O O' m j ^ 0 rn o w e u, r z W O r M ` _01 T Oy Z to 0 A O t0 N A N ZF nZ m `` O ❑ O J G1 NO�m z 4z A 7 NO-i -1 m O NO N ZZm A N D m SHEET 1 OF 2 SHEETS Z-n —� O Vol. 15 Page 4247 r ' TOWE,i - / / -5 /08 /054 1100 II 1• I J ���� �� �, Q l _ CC . O � i � 1097 - - - — /083 1— 0 �\ — � 1 (G_ _ /,. 4075 QED RD 094 0 . / /34 0 o• 990 �� — - + �•� � — 2274 _ O 9 965 J( - - p 108 � C) 17 0 1 l— 967 4273 a _ � -9 'K � V B3 / 1 4272' I \ \~_ 932 400 000 CHAPM DR Y -� - c n - 985 . - -.' _ • r FEET 9 20 - -- t9 92 7� �� - - 24 � I. 946 — .n _.L..� Q� o 42 11 i 1 1063 V I __ 938. 923 ____ — _" — — 942 ��� % r: 922 C f Fin i2aw \ / a / \ VIM Claud Can",vOies, Iar. Sr. CM•d. MN 5630/ ' SEE PAaE 30 s CAF a, • >, • 40 g & D 1$ 2 ' Dean & Glenda 69.5 Simonson V Iz N 196.6 v Dan & Jacque 389 An- • .. Hansen ,g &F 3 Harold `'""°• F Lenertz ' • 5 x 65 Nelson m• = 72,5 Farm Inc . 1 L v II Hunter' &ate N• Gloria Abdul 71.a s 193.3 E v m ►xl3ertz 197.5 SS Vorwald> 116.7 a152.4 &shame K 388 8 a a • Mp3 3 "` Heinbuch 94 Trust 732 JO"Ph "1e Daniel �0 120 n1OmP- F v 3anne : Robert & s 170.2 iw.9 06 R Robert Gerald & r•Irardck Barbara Mark & &Doris Ba & can $ 4o m & wk 6 3 1 1 Kathleen u J • • - vw,,c„re IbvA5,m Ickler Laurie M &s Nn: t Robert Garbe _ Bensonetal Shaw o Harry • James ura rtz Alvin & Holly Delander 1 &A • cR ^ Garbe P 1 � j n 40 D Lubich 80 V k S 118 s`li9:v' 1� iai RD U 78 S Trust etal James c 115 &H • Alvin sh1 rlr Joanna & Mary Fisk • Su -11 Mol< a AmOld & Ames r & m • 9 Van J Beek T i • Q 35 ra Marcella Lueck J 110 &Lli.hr s y C&s m 1. + z Sumner 80 160 56.3 Ross& 1 r+ vL R E&S B 9 y Elaine Rd Thomas & L sa C &I W refer m • Y Mar K &8 Ari 160 • iones R 10 • o O K &D• aI 127.3 13A M r 180 Paul • • m.9 157 '73.8 olr &M '"< Hill ;1 A 13.fi I. vnrwala • 160 45 3 ' 4 - 1.aR< u. 20 a G N F. , O 1 V101a DI' Charles& Ker CG' "6 . 2 w • rF. dxnk Liddle liar<I T Z • ` " Marvin Ohn &' • 18.9 5 Anne Kao 5 „ ' x „ ;,, 84 ge rBe J Lenertz Fnde ck • z7 e m - " ! • Johnson 158 305.7 40 • Carol & wrdk Y d s. o z •: z It Feyereisen Fa r s i h ^ "= A rs 102 &R 0z • JR nheimer w&r •m Robert & °33.2 Gregory& 5- H6 FrMmck Phnebe •Manor Liddk 113.4 Bethany m r &R ; JS� Tmesi rent Kathryn s &9 &sl'irk. Paulson &Kaa ^„ rustee m Thekla Madsen Lh IaOeur �V41 &Trace •Smith KN 6 Kunz Tr • - DHR 80 142.6 • 'z •,79 x i 1r 42.5 awthoy &Dorothy 3 40 u r a0 • 38 z ul a al 4 m too 8 z Michael r &/c E Wl Gerald ® DNR f • Pllillippe • F m & ich S u s an 13.8 John Agronomics ,�' as, 117.3 40 sdunide•C dinwo Miekelson Inc Emholtz t Harold � Morrow 113.2 amt s s 3 ° 67.3 scde. 173.5 221 122.2 ° • S � Trs 154.4 run 138 & ao c&c Cr i • 208.1 • 406 • z • �" s. r° z.3 i= • 4 d .9 r] Y 3.J • David 4 154 ' - Laura 1 39 Robert & Vicky David Munkittnck & 3 Jeffrey & Nancy all - w 52.5 1 F ` E 186 & Janice 9 139 E David sa ear &Ross CRQuiggle FWilliam& Christensen e. ao ".; w& •- °r T ms "� X_ V Sereaton Screaton Gerald x e , & okn< • • Cklande .8 Norman • Stuart Jr & Esther Fuller • 163.9 DNR • 3 Hn" M • clam ' ' ^' 40 y Donald & Gloria • Geo Tana 9.7 d , 39 &Robin 3; zo %; • AId • o&c d Phillipps q 89 &lud•d' 8o B akma ' Rick K m R &L 11 /( Peterson I. Trl3st a K cht a Mueller g Rider Tr z a. wwaa N Km d • w Q 4p • Gerald ic Antho a 57.3 • elf 1 Rlr Lola i w a Rues & • James Vuginia 2 • 7' • 1. • u t= JJ Robin Rick Lon lames Glenn & ' . 20 140 Judith &Mary 0.5 102.4 10 John • - sf 1 • John 158.7 to , J 80 P rrre at 3o.s Thnmae & I - Fuller £ 3 eo e & Donna saa eo a Bettendorf • David & • 78 TM L � & Beverly Low y -R to& „ sm Elizabeth GTslle •OBve J ntine Raymond & • a ir c J • Rebecca _, z "E 250 Gdfley R Tr9 •ber J= 140 Juli ann Luse wa • Erickson IWO 140 y 40 • 400 • 47.9 wlahuena Z I 80.4• A • .w 'DW5 2 D.-D,& m PShaw ) &K 3l = 533 $$ Tulwth 28 : Howard 4° I raaM 1 ' • Robert Jr ,y • 60 1 11 Daniel &Ann Ma gare E o n.s Rneewala Hans N °o-ghua y lohn - 40 Gordon ' & Wynona % n CP IS Bahl 35 • Ian E Tow Y Troll pavis E Madsen rs i}1'�' 10.6 3 5 d • 1 • • 76 80 Keatle mom$ Krumwiede F 39 M b at 305 )r S.T 91.3 Lh,, A- Griffe y John& _� Alan 31.8 35 M , M •John& • : _ I JJr &N 3 •Y,4/p y q II-I Ir &N 166.E C ndace IZ Cha a • Ga 9 James & 63.3 y Mc sag JN Kimbe ly F . ZJ 3 T hompaun Marr 3p 160 L Trust • Bettendorf �' & M Solum E cn,r r n 9.1 H & Shama Donna z „° R< Trust H39 9.. euraa4 Hill ^ AMemn - 44.5 - 'a Lange 52.9 Knear "t E N , ,.5 Sm D&L wilam 1 &1 Keith & • _° • Allen &Linda • W Perkins 'o : 0 Domu +k Dutie1 & Trs 19.2 H t e. Debora I.eota • 20 7 =rrr< T&s T Haas u' & sauy I<anne 20.7 1 5.1 16c K u 4.9 26.8 R Blob. & Sall Tra And ' 4 NyhaBen R &1 K v ° &Kelly Flor<r 40 >' J 4 • Clark • age • H. tr ' *&I wls eu 40 70 Andrea y River Falls 77.8 lal i Ala<n 39.3 a � 40 40 IPri- s. D,n el a cr a a 398 r a s&e cads s= Land Trust ❑ St Croix GM 1� ° •£ c R' 1 741 Lu &Betty trs n 17 LLG �, 3 F n 3 65 u H L" T� 01 40 L¢e <n<Im6i F a 3 p T &K L&) v 315.5 ^may County l ,,.3 3.4 cenm A Mu s 42.7 910 892 a RL Z GS LSI w caul& n 40 8 r 9 44 r na MB 3 d wa Ghr+alopM V •16` Ronan a Vernon 314.5 K: v sodrrrbbe "e_ 3r2 • Ksh a I 112.8 138.8 o°ae Eugene & Deborah Peskar Vernon & 91 • 2 s ra cat <nn< 37.z ,ty t: 40 Fuller 3 91.16 3 4 7 4 5 P c 3� & Betty 94 F.dsrt k Kann CKn3C Daniel & as vemon & Startle as "e° � Harry s cn Miller 9e • 1 5,anlr. y Arnold Adeline Peskar Judith G Peskar u� -°. Swenson Tr 200 W • David Janet Bauer Peskai Peskar • z Hansen Fm Tr 101.3 r7 8 &Rose - 114.3 1 M 20.6 ,r 4o Y 4o K° s tog 39 n. Yunker . C 99 ' • g Paul Sr & 15 < i5 , - 1A `small t &L r Judith • & Tera Baue r Gary & Janet Cudd Tr Cudd's Mobile Gerald 37.3 4Q 219 `u E • K_ raaca. ; = • Hansen v wache <r • em • 65 61.8 Home Court 65 & Carol - �? fig' s = 10 e.6 n & JJ 5q o w 398 Judith Grimm 140 x a Leslie K Paul & - o , . - John & Williams R - a stanl < Peskar s c u 213.8 35 -u- 110 a _ w 177.8 Margaret Walker • Alice p - _ 7 " ` • " • • • s • • 79 D 2 M Hal'y b Tr 5 M13tx 130 ' Js 5 75 Stewart a r ch ' Vernon & Z, RIVER - David &Debra Y ' 251.3 Ra 100 40 Lent- Grimm Lucille Kelly r say rn RM l0 Tucci 39 • 142.4 39 3 Ovsak • U r� Robert & T FALLS eodor< P &i . ' Todd & z Karen Miller J Kenneth & Dadrnr . " Grace Dean Bergseng c W ' 57.3 & Ruth Lee Nid,n on " 120 Pat c a Robe 159.9 O n Rf Gorr Clul, zl: 3 40 • Nelson 80 1400 1500 O M 900 1000 1100. PIER COVlyrly 1200 1300 REAL ESTATE. Midwest Appraisal SCE,' Inc. 214 N. Main R E R River Falls, WI 54002 DENNIS R. SCHULTZ • •HOMES •LAND WISCONSIN CERTIFIED RESIDEMIMC APPRAISER #98 S I N C E 1 9 7 0 • COMMERCIAL. •Buyer Representation TERRY D BLAEDORN ' • Seller Representation W ISCONSIN CERTIFIED RESIDENT14L APPRAI #50, �' !Gary W Kru ger , Bill Schramm David He re P WM. RICHARISON r3' g 5 5 g y p SER 1Fbt1... ,,y3 , ' WISCONSIN CERTIFIED RESI DENTIAL, A PRRI , REALTOR O Broker /Owner REALTOR® Office (715) 425 -8400 e-mail: 113 S. MaN STREET OFR .(71 s �•••.� FAX (715) 425 -9459 krugerre @pre&wntercom $ b22' - Aw l MLS. a