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HomeMy WebLinkAbout028-1038-60-000 . - o c 0 o r g � V ° 2 E � CD 0( 7/ o §% J 4 § §} O \# $ o / §k \� \%©� ) /2; 2t 3 & / § # ¢ k' CD C , } c CL - r n r CO) $ G 8 % Co 3 }� f �. z o o o - . I )) (� § k f i T Q o§ 0 CD . { 2 _0 § E % & £ § 2 rr z / o > > 0 { / �- ( . � � [ / ) � - � ■ & / Q 9 ƒ C � q § % / z CL ■ U § � � � k % � ± � $ § � $ 2 � b � \ � 2 � � m 0 ) J § _o � %C � o� � �# Parcel #: 028 - 1038 -60 -000 12/22/2005 04:50 PM PAGE 1 OF 2 Alt. Parcel #: 27.28.17.236B 028 - TOWN OF RUSH RIVER Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner O - LERBAKKEN, BRIAN A BRIAN A LERBAKKEN C - FOEDE PAULA J FOEDE PAULA J 100 185TH ST HAMMOND WI 54015 Districts: SC = School SP = Special Property Address(es): " = Primary Type Dist # Description SC 0231 BALDWIN - WOODVILLE AREA SP 1700 WITC Legal Description: Acres: 19.845 Plat: 4346 -CSM 16/4346 028/02 SEC 27 T28N R17W PT SE SW BEING CSM Block/Condo Bldg: LOT 01 16/4346 LOT 1 19.845AC Tract(s): (Sec- Twn -Rng 401/4 1601/4) 27- 28N -17W SE SW Notes: Parcel History: Date Doc # Vol /Page Type 07/29/2002 685370 1935/592 EZ 07/26/2002 685121 16/4346 CSM 04/12/2002 676168 1872/02 EZ 04/12/2002 676167 1872/001 (2C mo ... 2005 SUMMARY Bill #: Fair Market Value: Assessed with: 83003 199,000 Valuations: Last Changed: 09/02/2005 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 2.000 30,000 134,800 164,800 NO 05 UNDEVELOPED G5 17.845 31,300 0 31,300 NO 05 Totals for 2005: General Property 19.845 61,300 134,800 196,100 Woodland 0.000 0 0 Totals for 2004: General Property 19.845 18,800 85,000 103,800 Woodland 0.000 0 0 Lottery Credit: Claim Count: 1 Certification Date: Batch #: 558 Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 I Parcel #: 028- 1039 -60 -000 12/22/2005 04:50 PM PAGE 1 OF 1 Alt. Parcel #: 34.28.17.245A 028 - TOWN OF RUSH RIVER Current X'' ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co -Owner BETH E FOEDE O - FOEDE, BETH E 82 185TH ST HAMMOND WI 54015 Districts: SC = School SP = Special Property Address(es): "= Primary Type Dist # Description * 82 185TH ST SC 0231 BALDWIN- WOODVILLE AREA SP 1700 WITC Legal Description: Acres: 30.000 Plat: N/A -NOT AVAILABLE SEC 34 T28N R1 7W N 60 RDS OF NE NW Block/Condo Bldg: Tract(s): (Sec- Twn -Rng 401/4 1601/4) 34- 28N -17W NE NW Notes: Parcel History: Date Doc # Vol /Page Type 04/12/2002 676168 1872/02 EZ 05/18/2001 645867 1641/485 QC 09/28/2000 630716 1546/209 WD 2005 SUMMARY Bill #: Fair Market Value: Assessed with: 83016 Use Value Assessment Valuations: Last Changed: 09/02/2005 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 3.000 35,000 231,300 266,300 NO 05 AGRICULTURAL G4 15.000 2,300 0 2,300 NO 05 UNDEVELOPED G5 12.000 19,400 0 19,400 NO 05 Totals for 2005: General Property 30.000 56,700 231,300 288,000 Woodland 0.000 0 0 Totals for 2004: General Property 30.000 20,300 122,100 142,400 Woodland 0.000 0 0 Lottery Credit: Claim Count: 1 Certification Date: Batch M 117 Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 408248 0 GENERAL INFORMATION • (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Parcel Tax No: Lerbakken, Brian A. I Rush River Township 028 - 1038 -80 -000 CST BM Elev: Insp. BM Elev: BM Des ription: / 0 d ' �� f p -Pat -- TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark Z • 2 Dosing Alt. BM g Aeration /` Bldg. Sewer /D, Holding St/Ht Inlet St/Ht Outlet TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet fV7y Septic s /i Dt j3otto ` 74I CC 7V Dosing V Header/Map. � g Aeration _ Dist. ' e f0� Holding Bot. System p✓ PUMP /SIPHON INFORMATION Final i p rade 9�6 Manufacturer 3 ad" Demand St Cover D X- GPM 3 • r 98 - 3 �. Model Number � 51, YO TDH Lif . f - � Friction Loss Syst TDH Ft CJ Forcemain L 6 I Dia. f Dist. to well SOIL ABSORPTION SYSTEM BED/TRENCH Width Length + No. Of Trenches _ PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS / /�Q.� SETBACK SYSTEM TO P/L / BLDG WE LAKE /STREAM L ING Manufacturer: INFORMATION CHA R OR Type ,Of,System: � t � � NI / M 6 ' / Model Number. DISTRIBUTION SYSTEM - 3 7 n { ' L Header /Manifold Distribution x Hole Size x Ho Spacing Ven o Air Intake ' / e(s) � Length Di Length Dia Spacing_ l 31 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 l Yes ❑ No ❑ Yes, No COMMENTS: (Include code discrepencies persons present, etc.) Inspection #1: / / / �Z Inspection #2: / L * ? /_/ / D 2 Location: 100 185th St Hammond, WI 54015 (SE 1/4 SW 1/4 27 T28N R17W) NA Lot Ur-4v Parcel No: 27.28.17.238 1.) Alt BM Description = 5 l iOY 2.) Bldg sewer length = -7& - amount of cover = 3J Contour /No - -- - -- - - - -- - - - -- Plan revision Required? ,j Yes Use other side for additional information. LI � __J Cert. No. SBD -6710 (R.3/97) Date Insep s Signature Safety and Buildings Division County 201 W. Washington Ave., P.O. Box 7162 ST. CROIX iseonsin Madison, WI 53707 - 7162 Site Address r� Department of Commerce 7 30 Z- �5� 33 00 & Sanitary Permit Application s Pe �"S2 $' In accord with Comm 83.21, Wis. Adm. Code, personal information you pr vi vision may be used for second ses Privac Law, sIS. 1 m RE Information State Plan I . Number I. Application Information - Please Print All Into 2$ , � Property Owner's Name WI N = r BRIAN A LERBAKKEN & PAULA J FOEDE ST.CR IO 8 80 000 Property Owner's Mailing Address ZONING 0 FRMerry tioa 82 185TH ST W'12 SE u SW -AS 27 T 28 N R 17W City, State Zip Code Phone Number Lot Number Block Number N/A N/A HAMMOND WI 54015 Subdivision Name CSM Nup N/A N/A II. Type of Building (check all that apply) f� r , b t h�w►e ❑City ® 1 or 2 Family Dwelling - Number of Bedrooms ❑Village ❑ Public /Co (c�ial l -- Descri j Use y° '�"" &ownship RUSH RIVER El State Owned `�"' t Road t J S 185TH STREET III. Type of mit: (Check only one box on line A (numbering scheme for internal use). Complete line B If applicable) A For County use 1 New 2 ❑ Replaccment System 3 ❑Replacement of 6 ❑Addition to S stem Tank Only Existin System B. ❑ Check if Sanitary Permit Previously Issued Permit Number Date Issued IV. Type of Permit: (Check all that apply) (numbering scheme is for internal use) 44 ❑ Non - Pressurized In- Ground 219 Mound 47 ❑ Sand Filter 50 ❑ Constructed Welland 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. Dis ersaMeatment Area Information: Design Flow (gpd) Dispersal Area Dispersal Area Soil Application Percolation Rate System Elevation Fund OtadO Required Proposed Rate(Gals. /Days /Sq.Ft.) (Min./Inch) Elevation 450 450 450 1 N/A 96.25 97.55 VI. Tank Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber Gallons Gallons of Tanks Concrete Constructed Glass New Existing Tans Tanks Septic or Holding Tank 1000 1000 1 WIESER CONCRETE Dosing Chamber 650 VII. Resp onsibility Statement- 1, the undersigned, assume responsibility for installation of the POWTS shown on the attached Plumber's Name (Print) Pl is Slgnature MP/MPRS Number Business Phone Number BENNIE HELGESON 220292 715/772 -3278 Plumber's Address (Street, City, State, Zip Code) W1229 770TH AVENUE, SPRING VALLEY, WI 54767 VIII. County /De artment Use Onl Sari �y �Y ens (No Permit Fee (includes Groundwater Data Issued jk Approved ❑ Disapproved Surcharge Fee) C1 Owner Given Initial Adverse . Determination 3 '' ^ .Z IX. Conditions of Approval/Reasoas for Disapproval Al jc e Attach eompkte plans (to the County only) for the system on paper not less ttum Sin s 11 Inches to sue c - 6 10 (R. 05101) I • PLOT PLAN Scale Page 3 of 7 \AO 1 1 E S f' � F. F - - - -- - - -- 5 B. I % N I ^,, N 9Q`rr13)-j of C-<ILL 01.9.6.ZS' _ __ •3 = o _ 5 -- �� PotiJE LINE CO g r„1 -Z PhZCQ _ acv. 10 Z •9' o �v Aw»'4 - 1 �, ��U • o' ors) +v `PCti � — 1 t'n3ov� G i2c) V r� 1N � Di= Woot> Pe" Ce` P03r of 1'uwM. t'oLN1 w NOTES: I. Elevations shown are existing ground elevations unless otherwise noted. 2. Install 4" observation pipes with approved caps. pp p ( Z required). 3. Septic tank to be 1 0oy /6 So gallon capacity manufactured by CzE'7� 1-•J/A — l g o o -2-"LL 4. Bench mark S _ S� 19 - IICIUE 5. Divert surface water around system to prevent ponding at the uphill side. Safety and Buildings 4003 N KINNEY COULEE RD - RECEIVED LACROSSEWI54601 -1831 TDD #: (608) 264 -8777 iscons�n www.commerce.state.wi.us/sb APR 2 5 2002 www.wisconsin.gov Department of Commerce Scott McCallum, Governor ST. CROIX COUNTY Philip Edw. Albert, Secretary April 22, 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 -- PLAN APPROVAL EXPIRES: 04/22/2004 _. Identif Numbers Transaction ID No. 728145 SITE: Site ID No. 643506 Brian Lerbakken / Paula Foede - 185TH St Please refer to both identification numbers, Lr above, in all correspondence with the agency, St Croix County W1 /2 of the SE 1/4, SW 1/4, S27, T28N, RI 7W FOR: Description: Proposed Three Bedroom Mound System Object Type: POWT System Regulated Object ID No.: 847965 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 Conditions: • This system is to be constructed and located in accordance with the enclosed approved plans and with the "Mound Component Manual for Septic Tank Effluent for Private Onsite Wastewater Systems" SBD- 10572 -P (R 6/99) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems" SBD- 10573 -P (R 6/99). I • 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. • 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. Owner Responsibilities: • Comm 83.52(1)(a) - 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. P.O.W.T. Conditionally A nnnnwcr% I - - -- - ARTHUR L WEGERER Page 2 4/22/02 Owner Responsibilities Continued: • The owner is responsible for submitting a maintenance verification report per Comm 83.55, that is acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. 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 Jer M. Swim POWTS Plan Reviewer - Integrated Services (608)- 789 -7892, Mon. - Fri. 7:30 am to 4:15 pm WiSMART code: 7633 jswim@commerce.state.wi.us cc: Leroy G Jansky , Wastewater Specialist, (715) 726 -2544 TITLE SHEET Page of ROUND SYSTEM FOR A 3 BEDROOM RESIDENCE This plan has been prepared in accordance with the Mound Component Manual SBD -1057 P and the Pressure Distribution Manual SBD- 10573 -P C R. b q Iq C P, b Iqq� W 1 t-z or - LOCATED IN THE S �. 1/4 OF THE S W 1/4 OF SECTION Z ) T 2-8 N, R 11 W TOWN OF 7-ZQ Z1V Z �r, el-�zo COUNTY, WISCONSIN. INDEX ,4� IQ^ PAGE 1 of 7 TITLE SHEET �� PAGE 2 Of 7 SYSTEM MANAGEMENT PLAN 1 �� PAGE 3 of 7 PLOT PLAN Vti O PAGE 4 of 7 PLAN PAGE 5 of 7 DISTRIBUTION PIPE S PIPELAYOUT PAGE 6 of 7 PUI•lPING CHAMBER CROSS SECTION Vt� PAGE 7 of 7 PUMP PERFORMANCE CURVE PREPARED FOR 8 Z l b S �4►� ►'"1 YV � � 1�v t S �. c� l S PREPARED BY WECG FEE t:;tEFZ SO I L - TEST I 1\1 C-3 AND. DES I Gti SEF;tW I CE P.O. Box 74 421 N.ilain St. e � t N „ p��Ma River Falls, WI 54022 ®� �C” a4► Phone 715 - 425 - 0165 f v;;..••�• »..�s Fax 715 - 425 -6864 ' I, : ''•� 1 APT) IV D- 915 y YvECiER�r1 Z ELLS OR7�+. F o .,+ 0®440886" �"'�► M 1 1 \ V 1t+ � Ir,J DEPARTMENT OF COMMERCE ViStON 7 Y AN BUILDINGS SEE CORRES DENCE JOB NO . Z- 9 Mound System Management Plan p age Z- of _7 Pursuant to Comm 83.54, Wis. Adm. Code Seotic 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. he erating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The Cutlet filte 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 e 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 insp p ed at least once eve 3 years. A ll switches, alarms, and verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced pum s necessary led to 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 for frost protection. Influent quality into the mound system may not exceed 220 mg /L BOD5, 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 ea ch 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. Contingency 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. I If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component shall be mmediately 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 LS -3 8 6- Q 6 a C OX The system installer at -,`S L1 C1 -z�N�g The tank manufacturer at QjO - _ �ys6 1, Jt� ER The effluent filter manufacturer at g X10 - ZZ1.- S �r-L The pump manufacturer at — - - �C� Z. 1�Y�) ZC»L L i PLOT PLAN Scale 1 "= 3 p' Page 3 of 7 3(317 0 X10 wtE. tS'OF S P 9U0- F, K1 . 19 1U `Z3 'Tiffs n Iv_&) . B. 1 1011 N OLS c� 3U��IUrT OF C.L-LL CO Fes., c.E CN EFnz.�' t.t w� LZkru 10 7_ O)v 1, r1�ovE G tZUvr� 1 n, �o� Ct= Wo(O z P03 iv , st�L of 1't>J . 1'uLN� w � tv o�Z OF- tA-3U sE 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 I1 n21 3 6 S0 gallon capacity manufactured by w L Q� �Z. 1 c w�R [ Z- �z Ft LT�1Z 4. Bench mark S = S 9K� P, 5. Divert surface water around system to prevent ponding at the uphill side. Page L4- - 7 Approved Synthetic Covering ASTH C33 Distribution Pipe Medium Sand Topsoil -" __ = I� To P — =- F Elev. —�I E p 3 � . b S. % Slope Distribution Cell of Force Main Flowed z" to 2 " Aggregate From Pump Layer D ZS Fr i . E • Ft. CROSS SECTION OF A MOUND SYSTEM F 0 -6 Ft. G 0, S Ft. A Ft. H t - R.' Linear Loading Rate= . �B SO Ft. Cl 0 GPD /IN FT • - Design Loading Rate= b.gjGPD /SQ FT I 1Z Ft. 1 7 Ft. K l O Ft. L - 70 Ft. oft - Feree Man W Z S Ft. . I Ir - Observation Pipe t'-- -- 8 K A o-- �--- -� 8 - - -- --- - - - - -- -------- - - - - -- --- - -- 6 - _ _ _ _, Force Main Distribution Cell of z to 2 2 Pipe aggregate Observation Pipe (Anchbr securely) PLAN VIED OF A MOUND SYSTEM Distribution Pipe Layout Page S of 1 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 Iona turn or 45 ° fitting to a point within six inches of the final made. Terminate the ends of the laterals with a valve cap or . threaded plug. Provide access from final grade for the valve, threaded cap or threaded plug. T �t P Ct� L . �,�Z�S S . _S'�� -Y10 ►y Fvc �vC Lateral Manifold Lateral X x x x x!Z x!Z I x x X x Lateral Length – Lateral Length – P Distribution Line P —� r RCL�Ss �Ox —� S Z P Z Ft. - Hole Diameter 3116 Inch S 3 Ft. Lateral 1 Inches) X Z 3 Inches Manifold Z Inches Force Main " Z Inches # of holes /pipe 13 Invert Elevation of.Laterals 13X o. 66 _ 8•S$ x6 = SL,ga 6pyl Combination Septa Tank and . PUMP CHAMBER CROSS SECTION AMD SPECIFICATIOMS ' PAGE OF VEU7 CAP WEATHER PROOF JU IJ CTIO U Box . 4 VEMT PIPE APPROVED LOCKING 10' FROM DOOR, TMANHOLc COVER wlv :rtUDOW OR FRESH AJR IIJTAKE \ � A4LJ`JIQ<-' w!t'rtczT sitT• zrsp t ti OW MID. G Rfio E 16 A] u. 7T WAIN. � -------- _ UJLET PROVIDE I — - -- AIRTIG SEA SEA I I I / A. eA, -roc I I I z�8�. H� I i I Approved Approved 0 joint w/ int PVC pipe PVC pipe - II P e Js I ► I I ow C I 8�.�t I I CLEY. — T __� I PUMP OFF D COUCKETE 0.'c� & BLOCK R ISER EXIT PERMITTED CJLy IF TAWK MALIUFACTURE HAS SUCH APPROVAL S "ADPR 6D 6><DO t>v4 SEPTIC rr SPECIFICATIC)US DOSE TAWKS MAiJUFACTLIRCR: w�Q COQ IJUMDER OF DOSES: �1 S PER D,A"w TAJJK 51ZL : _ GALLOUS D05C VOLUME r ALARM MAUUFACTURCR: INCLUD OA CKFLOW: l GALLONS MODEL DUMBER: -L�� �W CAPACITIES: A= 1� IAICHES OF. 3 3 GALLOUS SWITCH T�P1`; Z IJiZLf g= Z lwr-HES'OR Q ,(LLOAIS PUMP MAUUFACTURCR: Z'y �-�Z C: -7 IUCHES OR l � -I GALLOUS MODEL DUMBER: 1 L 4 (3' D = '— INCHES OR —lgl GALLOUS SWITCH TYPE: (ZZLuf?'L/ DOTE: PUMP AND ALARMA RE t- 6C� b MINIMUM DISGHARCE RATE S GPM INSTALLED OW 5EPARATE CIRCUITS VERTICAL DIFFERENCE DETWEEIJ PUMP OFF AUD..D15TR1BUTIOW PIPE.. � S ' ( � kI FEET + MIMIMUM DETWORK SUPPLY PRESSURE .. . . . .... . . 3 Z -S FEET C- SY- �1 + FEET OF FORCE MAIN X 5-z F YoFLFKICTIOU FACTOR., b' 35 FEET TOTAL Dt WAMIC HEAD = Z S FEET As per Manufacturer gal /in. Liquid depth 3g it ' W HEAD CAPACITY CURVE TOTAL DYNAMIC HEAD /CAPACITY SingleSeal MODELS "140/4140" PER MINUTE J 7/a 6 1/. EFFLUENT AND DEWATERING 4 5 /e— Ft. Meters Gal I Ltrs. 14 45 5 I 1.52 91 I 34a C 3 7/b o / 10 I 3.05 94 I 3: a + t 12 40 15 4.57 76 296 C C I 1 40,41 40 20 I 6.10 68 257 1 1/2 - 11 1/2 NFT 35 25 7.62 59 223 10 30 I 9.14 49 I 185 30 35 I 10.67 39 I 144 40 12.19 21 79 25 45 73.72 5 I 19 Lock Vci— 46. 12 5/8 x 6 20 i U a S'` �$ 45/16 a 75 J 4 I SK1524A a 0 10 2 5 -..1 e. De sign J 7/8 6 I/4 l 4 5/a 0 U.S. GALLONS 10 20 30 40 50 60 70 80 90 100 110 0 3 7/9 LITERS o 80 160 240 320 400 + 0 FLOW PER MINUTE - o 010940 0 1 1/2 - 11 1/2 NP1 CONSULT FACTORY FOR SPECIAL APPLICATIONS • Electrical alternators, for duplex systems, are available and supplied 6 13/32 with an alarm. • Mechanical alternators, for duplex systems, are available with or without alarms. — T • Control alarm systems are available for 1 phase pumps used in simplex 4 5/16 system. See FM0732. �_ SK1524e • Variable level control switches are available for controlling single phase systems. • Double piggyback variable level float switches are available for variable SELECTION GUIDE level long cycle controls. 1. Single piggyback variable level float switch or double piggyback variable level • Sealed Qwik -Box available for outdoor installations. See FM1420. float switch. Refer to FMO447. • Over 130 °F. (54 0 C.) special quotation required. 2. Mechanical alternator M -Pak 10 -0072 or 10 -0075. • Refer to FM0806 for 200° F. applications. 3. See FM0712 for correct model of Electrical Alternator E -Pak. 4. Variable level control switch 10 -0225 used as acontrol activator, specify duplex (3) or (4) float system. 5. Four (4) hole J•Pak, junction box, for watertight connection or wired•in simplex 140 Series - 53 lbs. 4140 Series - 73 lbs. or 2 pump operation, 10-0002. 140/4140"' MODELS Control Selection Model Model Volts -Ph Mode Amps Simplex Duplex N140 N4140 115 1 Non 15.0 1 or 1 &5 2 or 3 & 4 CAUTION E140 94140 230 1 Non 7.5 1 or 1 & 5 2 or 3 & 4 All installation of controls, protection devices and wiring should be done by BN140 BN4140 115 1 Non 15.0 1 or 1 & 5 2 or 3 & 4 BEtaO BEa140 230 t Non 7.5 tort & 5 2 or 3 & 4 a qualified licensed electrician. All electrical and safety codes should be followed, including the most recent National Electric Code (NEC) and the " Double seal pumps are available with optional moisture sensors. Sead Fad indicator right available in NEMA 1 or NEMA 4X Occupational Safety and Health Act (OSHA). control panels. RESERVE POWERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. MAIL TO: P.O. Box 16347 O Louisville, KY 40256-0347 Manufaclurersof.. L° SHIP T0: 3 Cane Run Road ® Louisville, KY 40211.1961 r =IrY P9 �f1A lff7 " PUMP !O_ (5 02) 778-2731 - 1 (800) 928-PUMP FAX(502)774 -3624 • 01999 cro.e �+r•a�61ra. rnc. st. Qs•t 4eH'3630r PLEASANT VALLEY + RUSH RIVER SE E PATS 34 J Steven 4 ` Ranee 64.1• Tara '` js s 1 • J esse & Charlene • Heinbuel, Kenton aku 0 Allen Briar,• . 1err .6 J • s. JS Allen • • Cherries � 41 l CN 78.7 Hanson Theodore 1 e1- He jw r & R�awe Nyhagen &Mary wikea Mitt 25.7 Famil y Hansen Wahl ttist � in - Trustee Benson was Fiein6uch etas Wilcox 39.9 • ?M • Trust Aaa 63 Je ew 59.9 MAi LL Grego John& a Jerome 139A Lueck 143.7 m ` i 66.1 75.2 753 Thomp Lorraine s 80 Holman 119.4 RaeW & Ka y - a Merritt Trust 35.1 39.e ahrte D 73.6 � 79.3• •aO •'di 4 73b 9 AkM F,euly 42k � b ' ••m 1292 Sun Ridge > E 34.9 110 • Thompson Janet Miner T- w� wL1br _ ' • 78.2 Farms Inc z w Farms Dey & Marian lgren J Adej.jde n m� I.av,o 71S �' t78 H lames t7da, 59.8 loht,9o1, ° m R &Marilyn Nrypddt Jon D2 ' 20. g N 79.2 Z • 250 • • Hendrickson 126 ck) 64.8 +o5g Smeester M •Farm Inc 1Q1 5 7i 70 �' 7o Olz • 1125 75 • Nelson • " 156.6 • e ;,,,re css • 115 28.3 40 Je((z�62.7 Jana 21 Schulte saw• Loren Jr & 40 &c - Bros AkMT Marily s oe H Wkry SY Js Trust Family Herman Robert • tian w� W Ronald lett1e ' Thom Randy ^ David See jx &Delores & Ma son vde a As & Cindy & cm de = f & Margaret & Sandra 93 Heinbuch Tr r' 160 x akr Bisho y ie g y40 a% Frdman Zwald Flo Family `I 40 361 tto Ro75S 97.9 62.s Alan & J eanne Daryl & Lorene _ Glen & Dawn 98.6 Orville � vaV I arY Fairmont • G Trust niaD 13.6 iad1 Owens Bomaz Bahnsen Farms Inc Mohn so w Jeffrey 78.7 wm �ala W A 74.9 261 Inc 80 G't J 224.4 SymeS & l.R Mark & 135.4 a 34.4 Glen 120 • 80 Duane Schwartz 34.l & Mer jw Carolyn Tubman 15:.6 R Mm 155 N • • Newto• x7 N U Fredric • 1 B • Afdahl 79 (livens e R;� • Wm & A rnold Ald • • • 5 uane • t�,o • ul Sharon ITO,II` { Cj Gerald m Ha d Darlene 8 Beverl Delores Milton ` di °g Newton D '� k °"' 72.6 A e • 152.5 & Y Vrieze E Afdahl Afdand raid & Stoppel E y9 Jacobson 160 Hammon • .0 E - Y 40 . RB t 80 etal Sham l 80 • �_ �• 80 Tr 466 F 120 &A- Family ~ a' J 80 60 160 80 20 a Findlay Trust Glen Fairmont T 162.8 • 40 Bomaz ills , Sk same. � Victor & Edward on De ' k & Mira Weiss Farms Inc 40 & t. Lloyd & Eleanor J Leslie & I Afdahl 60 79 John & Joan Staut 60.7 uo 115 40 Weber 16Lr oared Farm Inc I [�sa t ra Mary Neumann sa�•.eah Wm & Badrra Cl k & 1 Faimmt I tt ,2, c„�. 1 Mon 120 Fame Inr Wal r Bd`WB 40 � 1 r 64.1 do • y ,.. 10 w • la °n 4 0 i 607 35 • � 15 4 139 M 38 tonnes q5 jkY 15 Richard in& Herman is 60 16 B Kurt sn,k.i Walton 39 •line 4 Richard Glenn & tk & Delotea T &B Schulte 4 Gla dys Schmidt Fairmont etal yea 119.9 Red p & Dorothy 243.1 & ' Helnbuch thia Bros 80 F e d . & Heather Farms lnc 40 40 p Jacobson Alice �' T* Johnson Landin auxMaR c is �! Sp 155 C7yd 74.a 151.5 145 a} 40 X 40 a � Andetso M 801 Joanne '¢ 65 40 Excavating & Hai 40 7 Iawrc,ce J J ltiduN Ir la.. Inc Robert of) J 8 1.6 acubsot 120 38.1 e� &Dwugm eon & j o ) K, 118 a 8 co n Schultz &Doris Talb N?a� l Silos ffic meL , k�cymm, Whisperin BS John & Doroth 'd & Ka Daniel 80 Maude o e �.� t17 Kim & Raelle Bruce &Luella 120 H n Je gS nv aaka 200 van Beek 0 71.7 2 u Jorae 80 Ramberg • 160 40 '0 60 ` James I Schulte H R &Ruth & O ry Howard l.ee & Betty Doug Ra h & rlw nos a R Fosse • 1 Bros Nolte etal a0 lac 40 40 Jacobson e 40 FC,a . Wemimont 40 118 = _ s 78.8 20 • 40 80 • 40 • • 79.7. 30J 40 79 • • z z 8 a a •"' a Eric •• 40 1 • 19A Kim • 40 Patrick o n° .4 d: z s 1 to ° ^e &Michelle 80 w 79.3 Robert & RaeOe 80 • Charles &"' Moni a ..w ° "'. 1 • Charles M • Sift Swenson cos • '7 to Smi 4o z nc +• 37 Tangs °° D ia e • Craig 80 8 eW - , ,• James& I Clark 60 37.s 136 110.7 Tekse 80 Michael 20 Berg zs 55 35 u Mary 68 David 41 KW &Iverson 59.5 Lynn 118.9 79.2 w mean se °orotli s Eugene F.dcksen s an d er Clarence 163 Swenson J h & Mary 6 a Lomas & Ann Robert & Sharon • 39' dy & Nammd k 1t ky & lames 1h t1� Koenig Y 119.7 Rushfeldt Austrum �1 a.9ea, 0 '0 Man Stillms 12 27 81.8 491 80 • >?D w • b 40 • 150 40 Kerr Robert Alan Kraft 19.6 &,�, John *+c Micivel xuar. Clarence 108.6 y 77 & Kathleen James & D en i ms • & Julie 835 zo z & Sh &Kathryn r Ltd '& Harle • • Licht • Swenson •Freeman Blackwell cjaire • T°'°' Farah y Michael 83.6 • Auit n n Orville "`Ps • 38 40 4o Swenson 31 &Dana Francis 2 223.1 & Eleanor 140 39.a Owens xarl • Tm oth t • ` � && Rrse ^ a a i 61 Tunmers M .� B 20.Ee�s 1U s 159 1 34. 8 rocr9eT 19.8 501 Karlson 76.5 em 3a Ru Ball 12 VA sr.r 120 Do Tom & To Lawreace . j- & • • 0-k •loM & Alan M . a w..a. s , • 40. YY wkr r 0 Ili LAP & Virgini 40 Mark �� Henry &Nancy 120 ward sleet e • I zls s Burr John *&S.* O,•,><, Charles & Barb a man gins 34.3 Monicke„ I L !a,. ,m. &w.aa & M.1.an �vaa ka.ar Weyer W LOSS Moeller 46 TrOOSt A" 38, ens ser u.s wn.kon Sell zs.z welter 80 63 Moeller Fritsch ry 121.9 belle T rim e 4�Q� & CoBeeS &Ellen Orvin - ef n a rVille " " -.1 lanfry Harvey 0 120 80 cooper Manna 120 Peterson 79.6r I V udrey Thoen 40 Hielkema word • Maritsa 4 o •38.5 160 ao 40i 153 Bakke 40 79.6 4 s6 16 1500 1600 nos PTERCE Cotmrr lsoo lsoo 2000 1 2100 AuWc47 ST. CROIX COUNTY FARM BUREAU /NSM"NCE COM91*CS A Farm Bureau Servise "The Voice of Agriculture" /Agent Ken Singerhouse We believe in the future of agriculture and our area youth through sponsoring 4 -H and FFA members to leadership training seminars (715) 796 -2207 and workshops. We also support numerous agriculture related 960 Davis Street • Box 129 promotion events, including Farm -City Day, livestock auction Hammond, Wisconsin 54015 at the County Fair and legislative workshops. 18 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code _ County Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must 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 Re iewed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location �) t Z a F B Ctl RN Llz 3Rkkj Fp L't:) L S L.. 1/4 S w 1/4 S Z1 T Z$ N R E (o W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# SZ � a S 1 -- ST, — — Z o V� cI�z - City State Zip ode Phone Number p City Village Town ❑ tY ❑ 9 ,(� Nearest Road Hall")0k,7N yv) : ( - '1S) 68L -Zg8c) 2vs l WQNz 1 1 13 S ST ® New Construction Use: [R Residential / Number of bedrooms 3 Code derived design flow rate S GPD ❑ Replacement ❑ Public or commercial - Describe: 'I Parent material G L l PtL - n (J- Flood Plain, elevation if applicable ft, General comments and recommendations: yam) w / q r X S 0 �l S�1Z181�Tt UlV C!`2L KIJ&jI -tv �S off Std FILL, APR 16 2002 C"�)KMU�L , qS O ST. CROIX COUNTY F Boring # ❑ Boring ? . 0 OFFICE rV1 Pit Ground surface elev. a S ft. Depth to limiting factor Z 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 �_ o -q 6oy(z Zl� - si l z�sbk w► �,- eS ti� •s - � 1DK237 - si Z`�Sbl� wt c S �v-P S •E3 7- S�tIZVI kQ -' 1l bk wt �� - -Z • 3 ❑ Boring # ❑ Boring Z ❑ pit Ground surface elev. C' - ft. Depth to limiting factor. 7 ' ` in. - 7 G 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 I 'Eff#2 O - 10�12Z1 1 S� I Z M` 1^ C - S �� • •� Z B -2, I 10'2 CL 316 - si I �.�sbk YY)'�1- Cs 1v`F ,s •$ 3 Z 1,36 1(Y2 2. YA 1 1 - ), S'l iz s '/8 L ow m �� ew - • 3 . S -4 n.sLI2Lin 1 s ��sbk rnv - •� t. z ' 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) _ A j ignaijire CST Number Arthur L. Wegerer r j"Or L C A 220254 Address W e g e r e r Soil Testing & Design Service Date Evaluation Conducted Telephone Number 421 N. Main St. River Falls, 11I 54022 L4 -O 715 -425 -0165 a Property Owner L LR�f�kSz�1 / <' Parcel ID # O 10 3 - 6 Page Z of 3 F�;] Boring # ❑Boring n, �, ® Pit Ground surface elev. - ` ft. Depth to limiting factor nr 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 2 3/6 ►n ti 3 l �t fZ , i 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 /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 • Eff#2 Effluent #1 = BOD > 30 < 220 m /L and TSS >30 150 m /L • Effluent = < /L s < 9 _ 9 uent #2 BOD 30 m /L and TSS < 30 m - a_ 9 mg /L Department of Commerce is an equal opportunity servicp 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 (86/00) T PLOT PLAIT Page 3 of 3 f . '1 Scale 1' =30' Do rvn�- cps �T w •Q•Z I r� U � so lo �I Pn�JZZL LINE o• F. � .O. E. O.E, �� o P Fme-a) OU,p 'nr�) IV P(�L 0 vk — LLL�U, 10 Z,9' 0 A) i t�aov� G IzUv 1►v OE woo� po N . s«L of 1'UwM 1'0 L� Q • i rr � \ v I M �- �Z-0Z 715- 425 -0165 220254 c) --�+� X19 CST Signature Date Telephone A1o. CST No. Job NO. MAY -30 -02 09:27 AM P.02 ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer , t��� k Le r baL- e f a ., i „ T, C-Aw Mailing Address �� m SVOI S Property Address (Verification required from Planning Department for new consirtiction, 02 ?, / a38- 8v City /State Parcel Identification Number -- I ECAL DESCRIPTION Property Location Z:� ''V,, Sec. _a,7 , T _ajj_ N -R1'l W, Town of lUe Subdivision . Lot # 1 Certified Survey Map # (0 Volume l , Page # Warranty Deed # 7 6 X10 7 _ , Volume _ /_� 7 ' ;t Page # Spec house O yes ® no Lot lines identifiable yes O no SYSTEM MAINTENANCE improper use and traintenanceof your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you Put into du system can affect the function of the septic tank as a treatment stage in the waste disposal system. The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner ad by It master plumber, journeyman plumber. restricted plumber or a licensed pumper verifying that (1) the on -site wastewaterdisposal system is io proper operating condition and/or (2) after inspection and pumping (if necessary) the septic teak is less t 1/3 full of shop. Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources- State of Wisconsin. Certilleation stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 days of the three year expiration date. I'/.- �� -4'a' SIGNATURE UF APPLICANT DATE OWNER CER IFS ICATM 1 (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owners) of the Zaa, eny described abo e, by virtue of a warranty deed record in Reg' ter at Deeds O MCC, s /30/ tom. SIONATME OV APPLICANT DATE eeaaaa Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Departtrrenl. "es" •• h.eluAa wlth 011ie snpllestlaw s •tamped wseranty deed from the Ranister of Deeds office .. -a-�y er me ecru fYvJ ..., ,..,y ..�n -. �� .•. t•...�o�......e J. n. u.v weeenly JseJ 05/29/02 M28 FAI 17152467227 HALLE BUILDERS — HELGESON Z05 May 08 02 11:120 Cowboy quality 715- sea -7981 p.2 IVL U 1 872P 001 r =, - 7 7 HATHL90 H. MALSH USIS70 OF MEDS QUIT CURD= BT. CROIR CO., YI RSCSIYRD FOR MARD Beth E. Foods, a single psnton, quit -dolma to Brian A. Ladositken and 64-12 -21102 91-30 AM Paula J. Fosde, hu lmd and vdM an *LuvhmrWp mental pmpetty, the � WIN OW folks v deselfbad real srf•!e it 8L Crok County, Wit State of oarain: REC FU t 11. M TRANS t 221. M Y Pat- CU T COPY M i PA6BSt 1 The WA of the SE% of dis SWW of SecMon 27, Township 28N. Range MY, 8L Cpok County, Wlaeotwla. AAo MamW std Is1111sm Sbpkvi A. Knd Aft at Law 113R Elm IN .. Rbn Fift VA 842 (po"ldmdM0atlon RUMM) Tlds B not hwnil pmpety. Dated that _ dayof o� 2002. ( SEAL) ez& d gE MAW IS& E. Foade [ REAL) (3EAW AUTFiEMMATION ACKNOVICEP AIENT 8ipnatunts B�AIF C1P tiGON9NV COUNTY autlt9rttica11edlt:___dsyat 2W2. cams tafore me this 10 day of 0 2M 1he seas nomad ROM E Fostie to tag known to rte M POW n Otto 100010d the aienslun to �k1Q (talfufna111 and knowlsdpeths "no. Typ.orprktrwn. I l/) feS6S6,� TITLE MEMBER STATE BAR OF VMCONSIN d p rWra a Cf�+e C . STS (Knot a *Arttnd bM g 7011M, wla. 8111119.) trla11ay 1+11Elo U A _ counts, eo Ytla is permenoM TM8 IM rpMMIMT WAA DRAFTED BY �- oLy. 9YehMA. AMM" At LOW 11NtWISO01•i pb91110t1NtatRndntw ttY 113 E E]tn 80111111 Td T, O 1 3 �- y � WIC _413 �/< 0 17 3- 685121 VOL 6 PAGE 4346 KATHLEEN H. VALSH REGISTER OF DEEDS ST. CROIX Co., VI RECEIVED FOR RECORD CERTIFIED MAP 07 - -2002 9: 15 AN CERTIFIED SURVEY MAP REC FEE: 13.00 PREPARED FOR COPY FEE: 3.00 BRIAN & PAULA LOCATED IN PART OF THE SE1 /4 OF THE SW1 /4 PAGES: 2 LERBAKKEN OF SECTION 27, T28N, R17W, TOWN OF RUSH 82 185TH ST. RIVER ST. CROIX COUNTY, WISCONSIN SURVEYOR: HAMMOND, WI. 54015 THOMAS M. HEALY S & N LAND SURVEYING, INC. 2920 ENLOE STREET HUDSON, WI 54016 _MG�]_P�44�D dGQ�1D� 0 It 0 O��n]CD �I 041CQ� 0 W W N89 0 43'54 "E 655.45' a 5 — — WLLCl) NORTH LINE OF THE SE1 /4 a W Q w OF THE SW1 /4 OF SEC. 27 a J N !n Q Z� Z0UZ W cc W Co APPROV D M � a ST. CROIX COUNTY W Planning Zoning and Parks Committee co JUL 2 6 20oz O LOT 1 T If not recorded within 30 days of (D N i �i approval date approval shall be 2: 9 : 0 U 19.845 ACRES W � i � i null and void (864,439 SQ. FT.) � r �� a� M ° S C ONs �ti Qi Q r r W i O I (j) W W F i r u_ LL iLM i O O 0 ° i i WING. z W SUR z u N a:Oi v LL O O W W ? J � W > W SOUTH LINE OF THE SW1 /4 OF SEC. 27 W SOUTHWEST NORTH LINE OF THE NW1 /4 OF SEC. 34 I I CORNER SOUTH 1/4 COR. I W SECTION 27 SECTION 27 I 1314 S89 °44'55 ' 657.19 _ _ . _ _ _ 6 _ co N89 °44'55 "E 2628. � I = L------------------------------- - - - - - I 66 PERPETUAL DRIVEWAY EASEMENT PER VOLUME 1872, PAGE 2 DESCRIBED AS FOLLOWS: THE NORTH 66' OF THE NORTH 30 i CD ACRES OF THE NE1 /4 OF THE NW1 /4 OF SECTION 34, T28N, R1 7W, tr ST, CROIX COUNTY, WISCONSIN. MU�lpdQ44CD �G�] LEGEND -------------------------- OO IWHIF.Dp ID O THIS M FOUND ALUMINUM COUNTY -------------------------- SECTION CORNER MONUMENT ' -E IN FEET 1" = 200' t, FOUND 2" IRON PIPE 0 200 0 SET 1' OUTSIDE DIAMETER BY 18' LONG IRON PIPE, WEIGHING 1.13 LBS. 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