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026-1075-70-200
ocno'',mvo o y g c d o W C n O W O O) N <• 7 ' AID N 7 W 7 S W IP ham+ (J1 Q '"' N N @ iii O 3 o _ O co 7 7 O au O Li I N N Q O N 'a O I Q O J Ln 0 CD <D Ln O O N 4, 7 p N O N N N 7 0 0 O O d � A Pry N V D (v C:) @ N Cl CD O (D :':; Z �2 N O Z �V O CL O ID (n CD O O to O c S] c) .. . C p < N Z � N N N D p_ r n CO im .A. d O A A d K fD y co co N A p Z Z Q _. I D D 0 N O T O o N O .C+ N N �. 00 0' �' n (D @ N C 7 N -C• !� S c N (D O.� y C n O ° 7 C: 3 � O O K cn � N Q �. Z o �• = CD 0 7 (n � � o co v - O .O M w rn v c W A o 7 m s Z CL ;:L , v O O Z M 3 o m OD O (n N < CD y 0 CD A W I I vcD( (D n m ro 3 N 6 O T - 0 N C. C N Cr d 'Z 7 Q N 7 O o (D (D o N - y S _. ft 1 v m � C I N 7 N r n O^ 7 N R � O CO O -• CT S (D N � O N O 7 C1 `C O b I o '� V i {r f IL Gv 1 �� ec f , � J r Parcel #: 026 - 1075 - 70-200 11/04/2009 01:45 PM PAGE 1 OF 1 Alt. Parcel #: 26.30.18.395A -20 026 - TOWN OF RICHMOND Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type # of Units 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co -Owner O - NELSON, PATRICIA K & RONALD N PATRICIA K & RONALD N NELSON 8606 WASHBURN AVE S BLOOMINGTON MN 55431 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description ' 1362 140TH ST SC 3962 NEW RICHMOND SP 8020 UPPER WILLOW REHAB DIST SP 1700 WITC Legal Description: Acres: 2.260 Plat: 3899 -CSM 14 -3899 SEC 26 T30N R18W PT SE NE BEING CSM Block /Condo Bldg: LOT 2 14/3899 LOT 2 2.260AC Tract(s): (Sec- Twn -Rng 401/4 1601/4) 26- 30N -18W SE NE Notes: Parcel History: Date Doc # Vol /Page Type 10/15/2008 882820 WD 05/11/2005 794648 2800/552 WD 08/08/2001 653249 1695/492 WD 11/07/2000 633144 1557/140 LC more 2009 SUMMARY Bill #: Fair Market Value: Assessed with: 0 Valuations: Last Changed: 09/09/2008 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 2.260 51,300 79,900 131,200 NO Totals for 2009: General Property 2.260 51,300 79,900 131,200 Woodland 0.000 0 0 Totals for 2008: General Property 2.260 51,300 79,900 131,200 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch #: Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 I WW wsln Department of Commerce PRIVATE SEWAGE SYSTEM County - Safe y and Buildings Division INSPECTION REPORT St. Croix GENERAL INFORMATION (ATTACH TO PERMIT) sanitarkPermitNo.: Personal information you provice may be used for secondary purposes (Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: Q City C] Village ZI Vwrx o state Plan t o No.: Donte, Dale Richmond CST BM Elev.: Insp. BM Elev.: B Description: Parcel Tax Nn Z TANK INFORMATION ELEVATION DATA S Zc> TYPE MANUFACTURER CAPACITY I STATION BS HI FS ELEV. Septic �, f (�� Q /�j� U Benchmark 107 l yl Z 91 . 2 Dosing - ( 41 oS.�� �• So p7,. 3� A — Bldg. Sewer Holding , S A/ Ht Inlet °f ,' 0 TANK SETBACK INFORMATION TANKTO P/L WELL BLDG. Ventto ROAD D-t Inlet Air Intake t / Dt Bottom NA Septic > 9 Dosing rj O r ''` -� /6,b' NA Header / Man 3•(O ) 02 -41 A ion - Dist. Pipe •2.Z DZ.35 / Holding Bot. System 'a 3.80 PUMP / SIPHON INFORMATION Final Grad —j 4( Manufacturer a Demand 7 a'i . Model Number GPM TDH Lift J Friction System? 2y TDH 1SA'Ft ;r r D - Y' f 7 0 73 } } ti 1 Loss Forcemain Length p` Dia. 2 r' Dist_ To Well OIL ABSORPTION SYSTEM ' s� BED/TRENCH Width f Len th r . Of No.Of Pits Insi fa. Liquid D th DIM I N 6 l S DIME SETBACK SYSTEM TO P / L BLDG WELL LAKE / STREAM LEACHI — Manufacturer: INFORMATION Type Of r CHAMB R Moe N r: System: -{- �1(SD ? (CU OR UNIT DISTRIBUTION SYSTEM y J1, l,bs� P L •, s� `f' `!'G ' %r'"o Header / Manifold � Distribution Pipes) u r x Hole Size x Hole Spacing Vent To e Length 3 � Dia. Length Dia. � � Spacing 3 • D 3 ((o 2 -T U SOIL COVER x Pressure Systems Only xx dound Or At -Grade Systems Only Depth Over Depth Over xx Depth Of xx Seeded/ Sodded xx Mulched Bed /Trench Center Bed /Trench Edges Topsoil ❑Yes [I No [I Yes ❑ No COMMENTS (In de code discrepancies, persons present, etc.) 5 s �f yQ5 (I) 1 11 , � , 6.tv , � Inspection #1:1 Z l 11 /oj Inspection #2: 01 / / 0 1 q A 0 Location: 1 6 140th Street New Richmon , I 54017 (SE 114 NE 1/4 26 T30N R1 8W) - 263018395A20 -Lot 2 of on 1.) Alt BM Description = G �� �,er 's� .�er s be:„.9 s r z / 79 l z ,o o �.v �ri 2.) Bldg sewer length ill N' Cg r S - amount of cover = >yz•' �����"^• ����;( . V 3.) contour= I -11 ti LW z(n���iisron ❑ Yes �, No Use other side for additional information. � 2 9, SBD -6710 (R.3/97) L� S I spector's Signature Cert. No. a f � � VI �� v � \/ -3 z S Sanitary Permit Application Safety & Buildings Division In accord with Comm 83.21. Wis. Adm. Code 201 W. Washington Ave. See reverse side for instructions for completing this application PO Box 7302 NViscons Personal information you provide may be used for secondary purposes Madison, WI 53707 -730^ Department of Commerce [Privacy Law, s. 15.04(1)(m)] (Submit completed form to county if r state owner Attach complete plans (to the county copy only) for on paper not less than 8 -1/2 x 11 inches in size. County / r State SanitarPermit Number OTheck if revision to evious application State Plan 1. D. Nu er 9 I. Application Information - Please Print all Informat' ,, Location: Property wner, Name c.; Property Location ,,rr�� ^ R / 1/4 AL /4, S T 3 Q4, or Property Owner's Mailing Address --j t> ; ' Lr::iv Lot Number Block Number � ST ,;�;.. City, State Zip Code Z�1[, e. �- Subdivision Name or CSM Number �IIType of Building: (check one) �- ❑ City uC - ❑ Village 1 or 2 Family Dwelling — No. of Bedrooms: �, ❑ Public /Commercial i describe use): Gown of ❑ State -owned III Type of Permit: Check only one box on line A. Check box on line B if applicable) Nearess ad _, sl--- A) 1. KNew System 2. ❑ Replacement 3. ❑ Replacement of 4. ❑ Addition to Parcel Tax Number(s) System Tank On Existing S stem O 6 - CJ 7-5 7 - Zoo B) Permit Number z G.3 d. /�. 3 , 7-f -A -20 Date Issued ❑ A Sanitary Permit was previously issued IV. Type of POWT System: (Check all that apply) l • Non - pressurized In ground ANlound �(v k ?S J ❑ Sand Filter ❑ Constructed Wetland • Pressurized In- ground ❑ Holding Tank ❑ Single Pass ❑ Drip Line • At -grade ❑ Aerobic Treatment Unit ❑ Recirculating ❑ Other: • Dispersal/Treatment Area Information: le O 1. Design Flow (gpd) 2. DispersalArea 3. Dispersal Area 4. Soil Application 5. Percolation Rate 6. System Elevation 7. Final Grade Required Proposed Rate (Gals. /day /sq. ft.) (Min. /inch) Elevation V 5_� 9 ' � S s0 -6 (� d VI Tank Capacity in Total # of Manufacturer Prefab Site Steel Fiber- Plastic Information Gallons Gallons Tanks Con- Con- glass New Existing crete structed Tanks Tanks 1 45 �Sc� ❑ ❑ ❑ ❑ VII Responsibility Statement I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber Name (print) Plumber' ignatur (nos P PRS No. Business Phone Number Zj 7, Plumbe�� Tess (Street, City, State, Zip C V' VIII County/Department Use Only ❑ Disapproved Sanitary Permit Fee (Includes Groundwater Date Issued [I�ssum Agent Signature (No stamps) Approved ❑ Owner Given Initial Adverse Surcharge Fee) Determination - 3 w 1 261 zo k IX. Conditions of Approval /Reas ns for Disapproval: , �l r e �a fi r 'n 5 del /�G� 4,:� �4.h P� ' O er s�'t art k � c r�r S � e ea MW yE y 5{Ch1 s d�S��ro eo rvr �r 3 {tike. T�� C/Y2 a r� G { a tlrib�, .Pi� hedrvowi S woli la rt5 w l� (w fdt�5 5 y Sfe K+ �•nj�• ei�� Crete 0"wV /anx SBD -6398 (R. 07/00) PLOT PLAN ' Scale 1 Page 3 of 7 b 0 rJ o T Cowl. P �1 o 1z ►.3t-,�sr l4)r l.,We IS' z , 91 1s'i z , o►V oo�r�v��z� -. ���-�s' qt- e "L`i'tGl�, 3�V Q � � Dv r'roM OF- c"'a-L pvc P iGQ w! `1T1 f� C) 1 µ sC SS'o1= 2''pve F.ry_ 1� V o O LV E � N • N 0� J -- y�_L�__Cs�4 = -$�. -�' �- L'`P�32 mac': := )r✓i? -c�?�t .!�1__Ov�= __— r 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 l oop J65O gallon capacity manufactured by 4. Bench mark 6E� ( SOL( — 5. Divert surface water around system to prevent ponding at the uphill side. Safety and Buildings , *iSconsin PO BOX 7162 MADISON Wt 53707 -7162 TDD #: (608) 264 -8777 www.commerce.state.wi.us Department of Commerce Tommy G. Thompson, Governor Brenda J. Blanchard, Secretary October 10, 2000 CUST ID No.691727 ATTN.• POWTS INSPECTOR ARTHUR L WEGERER ZONING OFFICE 421 N MAIN ST ST CROIX COUNTY SPIA PO BOX 74 1101 CARMICHAEL RD RIVER FALLS WI 54022 HUDSON WI 54016 RE: CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 10/10/2002 Idexttification Numbers Transaction ID No. 439416 Site ID No. 200025 SITE: Please refef tp both identi catignn s,' Site ID: 200025, DALE BONTE above, in all correspondence with the agency'. ST CROIX County, Town of RICHMOND; 140TH ST SE 1/4, NE 1/4, S26, T30N, R1 8W FOR: Description: NEW DWELLING MOUND 450 GPD Object Type: POWT System Regulated Object ID No.: 765362 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: 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 t construction /installation/operation. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Sincerely, DATE RECEIVED 09/28/2000 FEE REQUIRED $ 175.00 - y FEE RECEIVED $ 175.00 ROBERT KANTER , POWTS PLAN REVIEW1kR f BALANCE DUE $ 0.00 Integrated Services .. (608)261-7735, MONDAY - FRIDAY 8:00AM #:45A.('4, ' RKANTER @COMMERCE.STATE.WI.US� iA cc: DALE BONTE �. UN SGOFF�{' f r,. Safety and Buildings n PO BOX 7162 MADISON WI 53707 -7162 - TDD #: (608) 264 -8777 isconsin www.commerce.state.wi.us Department of Commerce Tommy G. Thompson, Governor Brenda J. Blanchard, Secretary October 10, 2000 CUST ID No.691727 ATTN.• POWTS INSPECTOR ARTHUR L WEGERER ZONING OFFICE 421 N MAIN ST ST CROIX COUNTY SPIA PO BOX 74 1101 CARMICHAEL RD RIVER FALLS WI 54022 HUDSON WI 54016 RE: CONDITIONAL APPROVAL Identific N. Numbers PLAN APPROVAL EXPIRES: 10/10/2002 Transaction ID No. 439416 Site ID No. 2000.__•_ SITE: Please r iibo it n ' tion numbers, Site ID: 200025, DALE BONTE above esponde the agency` ST CROIX County, Town of RICHMOND; 140TH ST SE1 /4, NE1 /4, S26, T30N, R18W FOR: j j , Description: NEW DWELLING MOUND 450 GPD - -- Object Type: POWT System Regulated Object ID No.: 765362 E •� The submittal described above has been reviewed for conformance with applicable Wisconsin AdnxhV ve Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. Ths pwner� a's ed 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: co/I 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 Ar% n- required by the state or the local municipality shall be obtained prior to commencement of DEPAR construction /installation/operation. pl�l OF Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address SEE CU' on this letterhead. Sincerely, DATE RECEIVED 09/28/2000 FEE REQUIRED $ 175.00 FEE RECEIVED $ 175.00 ROBERT KANTER , POWTS PLAN REVIEWER BALANCE DUE $ 0.00 Integrated Services (608)261-7735, MONDAY - FRIDAY 8:OOAM - 4:45PM RKANTER @COMMERCE.STATE.WI.US �� ,��,, cc: DALE BONTE R- GEVV 'ZD TITLE SHEET Pa of 1 of 7 SEP � 7 100F MOUND SYSTEM SAFETY & E!_DGS. DIV. FOR A 3 BEDROOM RESIDENCE This plan has been prepared in accordance with the Mound Component Manual SBD- 10572 -P and the Pressure Distribution Manual SBD - 10573 -P C ii. 6/49) c- z. 6 /99) LOCATED IN THE S ;�- 1/4 OF THE Qe 114 OF SECTION Z L , T. a O N, R 15 W, TOWN OF ���� ►"IO�v� S1' -C,mVX COUNTY, WISCONSIN. V o ; l 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 W )WED PREPARED BY :NT OF C0 AERCE ,AFETY BUILDINGS WIECCEF:ZEFZ SC3 I L TEST = NG AM ' :RESPONDENCE DES 2 (3" 5�R�1 S CE P.O. Box 74 421 N.Main St. �,�� River Falls, WI 54022 �►� Phone 715- 425 -0165 6 sc0HS - "'�1► Fax 715- 425 -6864 � ........ ... " . ' ARTkI)q L • : WEGERER } = SW � i ElLSWORTN, WlS� h61 pl - Zs - 00 JOB NO. O O -Z�p Mound System Management Plan o f Pursuant to Comm 83.54, Wis. Adm. Code Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet 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 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 BODS, 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. • Contikency 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 on the operation or maintenance of this system should be directed to the County Zoning office or to the licensed plumber who installed the system. r Page y Of - 7 Approved Synthetic Covering ASTM C33 Distribution Pipe Medium, Sand H G Topsoil -:� tN - W F Elev. —J t • fl E " , h' b Z % Slope Distribution Cell of Force Main Plowed 2" to 2-2" Aggregate From Pump Layer 0° li . E O.bZ Ft. CROSS SECTION OF A MOUND SYSTEM F CA Ft. G O• S Ft. A Ft. H 1. O Ft. Linear Loading Rate= � -O GPD /LN FT B 7S Ft. Design Loading Rate= o- 3 /SQ FT j O Ft. J C� Ft. K Ft. Alt Rabe Position L �- Ft. of ZZ Ft. Force Main W L " I ' s 1. - Observation Pipe — — fi — -- --�- -- K C - r - - - - -- --------- - - - - -- - - - -- - Bck A �/ $ - o W �C_ —� - - - - -- -- - - - - -- --------- - - - - -- -Distribution �--- Cell of z" to 2 %" s Pipe aggregate Observation Pipe (Anchbr securely) . PLAN VIEW OF A MOUND SYSTEM Distribution Pipe Layout page 5 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 grade. Terminate the ends of the laterals with a valve,: threaded cap or . threaded plug. Provide access from final grade for the valve; threaded cap or threaded plug. - .LCC`SS B0�_ i `-t P 1 CTS L CZqS S. 5'�L710 T�j PVC F\1C PjC Lateral Manifold Lateral x x x x x!Z x12 x x x x Lateral Lenath — Lateral Lenqth — P Qistribt t cn Line • ��- LPrN V t� -- hn -c» S OL 1'OQC� MI'(" P 3 F Hole Di amete ' ; t b Inch - S 3 Ft. Lateral L4 h(es) X Inches Manifold �• Inches � `� � ---�— Force Main " !1, ;inches # of holes /pipe l Invert Elevation of - Laterals Ft. 11I Y, n.'U 1Z. Sy>cq= So- C6 6Pmj Combination Septa c: Tank and PUMP CHAMBER CROS5 SECTION AND SPECIFICATIONS ' PAGE OF •VEUT CAP WEATHER PROOF JUIJCTIOIJ BOX . ti C.I. VEIJT PIPE APPROVED LOCKING 1 101 FROM DOOR, r MAIJHOLE COVER W1 4kDOW OR FRESH wAEttJIIJG LA6EL.. t►.� PIPE A k IIJTAKE .14J ' GAP • � �. 19 Mlu. 188AW. - - -- -- i -� PROVIDE { I K - 1)ULE T ,: %�� — 7 SEAL I III Approved z1�� u , A' I f Approved joint w/ I II I joint w/ PVC ALARM PVC pipe Pipe 6 I I i Ou ►� 07L- C { >_P-_aF:lv_._g Flu �S _ ttiltvLj CLC f 7 PUMP LTL Lam., c-1Z3 Z� OFF D COQCRETE . L . qI0, 00, BLOCK f RISER EXIT PERMITTED OW IF TAIJK MAI.IUFACTURER HAS SUCH APPROVAL 3"ApPQorEp REDO c av4 SEPTIC f SPEC- IFICATIOUS DOSE TAWK5 MA►JUFACTURER: A�z�� IJU T MHER OF DOSES: �' PER I�.J TAWK SIZE: l000 10 SD GALLOUS DOSE VOLUME r ALAR#% MAW U FACT URER; S —'. z-><?L� S`�ST��'I S IMCLUDI 6ACKI'LOW: lO Z GA LLON.c MODEL WUMBER: 01 N w CAPACITIES: A= ZI INCHES OK 3 S - 7 GALLO SWITCH TYPE: - z 4? L 8 y IR7CHES�OR - 4LLOA1S PUMP !''> MUFALTURER: GOU`- S C= 6 IUCtl OR CALLOUS MODEL UUMDER : 3 APO S D= INCHES OR 153 GALLOlJS SWITCH TYPE: 1Z MOTE: PUMP AMD ALARM AR TO bC jo MINIMUM DISCHARGE RATE So- L(O GPM INSTALLED OW SEPARATE CIRCUITS VERTICAL DIFFEILENCE DETWEEIJ PUMP OFF AUO..DISTR►BUTIOu PIPE. FEET + MILIIMUM NETWORK SUPPLY PRESSURE ZSFE:ET • • • • • • �r + SS FEET OF FORCE MAIIJ X S '� Z F o I�FRtCTIOU FACTOR_• 2 " FEET TOTAL Dy1JAMIC HEAD = 1 __ 4 { FEET As per manufacturer `►- o gal /in. Liquid depth ,38`I Goulds Submersible Effluent Pump �.r 3871 EPO4 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 Available for automatic and • Farms Motor: • EPO4 Single phase: 0., manual operation. Automati and float switch attachment C Heavy duty sump h 4 HP g p models include Mechanical p oints. 5 or 230 V, 60 Hz, 1550 Float Switch assembled and duty • Water transfer 11 ■Power Cable: Severe du M, built in overload with • Devvatering RP preset at the factory. rated oil and water resistant. _ automatic reset. ■ Bearings: Upper and lower SPECIFICATIONS • EP05 Single phase: 0.5 HP, heavy duty ball bearing FEATURES 115 V, 60 Hz, 1550 RPM, Pump: EPO4 built in overload with ■ EPO4 Impeller: Thermo - construction. • 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. CO. Canadian Standards Association total heads: up to 24 feet. with three prong grounding m EP05 Impeller: Thermo ` Discharge size: 1' /2" NPT. plug. Optional 20 foot p (CSA 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 • Capable of running dry without damage to 9 30 SGPM components. i I Pump: EP05 8 • Solids handling capability: c 25 3 /4" maximum. w 7 • Capacities: up to 60 GPM. M s 20 i • Total heads: up to 31 feet. • Discharge size: 1'W NPT. z 5 L . o i • Mechanical seal: carbon- >_ 15 i rotary/ceramic- stationary, a 4 BUNA -N elastomers. o 05 i • Temp erature: so •� 1040F(400C)continuous s 10 140 °F (60 °C) intermittent. 2 EP 1 5 0 1 0 , 10 20 30 40 50 GPM L -L L L 0 2 4 6 8 10 12 m /h CAPACITY ©1995 Goulds Pumps, Inc. Fff -th'. M." 1 004; • •WISCOMin Department of Commerce SOIL AND SITE EVALUATION Division of Safety and Buildings Page __L of 3 Bureau of Integrated Services in accordance with s JLHR.-83.09, Wis. Adm. Code Attach complete site plan on paper not less than 8 1/2 x 11 inches insiZe. PI m1 County include, but not limited to: vertical and horizontal reference point (, 10), directi , �,." C ro ! percent slope, scale or dimensions, north arrow, and location a4id d''tance to nearie -4M i. parcel I.D. # APPLICANT INFORMATION - Please print all inl(armation. Roviewed by Date ,--- - Personal information you provide maybe used for secondary purposes (lPrivacy Law s. 15'!04 (1) (m)). l� Z (J ZUU Prope Owner _ Pro ei4!Locafion , e rr [e.5o ►�. Govt. Lot S,� 1/4 N V1 /4,S '1� T3a ' N,R , fir) W Property Owner's Mailing Addrefif Lot # Block# Subd. Name or CSM# 13£x( si 5 City State Zip Code Phone Number ❑ City Village Town Nearest Road 5 1 (7t5 )� pi TH s New Construction Use: gResidential / Number of bedrooms 3 Addition to existing building Replacement ❑ Public or commercial - Describe: Code derived daily flow 450 gpd Recommended design loading rate bed, gpd /fi �- tr gpd /ft Absorption area required 37-S bed, ft trench, ft 2 Maximum design loading rate _Y_ bed ypd /fie ' S treach, gpd /ft Recommended infiltration surface elevation(s) W 5 e a r /y / _ft (as referred to site plan benchmark) Additional design /site considerations / . � C S a Parent material DI I 4 C � a ' d r i 4 fi Flood plain elevation, if applicable AIIA ft S = Suitable for system Conventional Mound In- Ground Pressure AT -Gra rL System in ill Holding Tank U = Unsuitable for system ❑ S U ®S ❑ U ❑ S X U ❑ S ❑ S U ❑ S V U SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. ch Q -9. o 3 a sbk rn�� C(z� o f 5t m 5W m �r Cj a , 5 Ground � lev�( r dtv, . ! ft. Depth to limiting fact r in. Remarks: Boring # oZ .! 1 / -a9, /D f• 5 to Sri v� rr SDK In r C W Ground 5x '61 ?,S 5 elev. Depth to limiting factor in. Remarks: C Name (Please P ' ) Signatur Telephone No. I ts - � -Q-35 Address Date CST Number 01 - 30 -D0 c9c:;©s2 SOIL DESCRIPTION REPORT PROPERTY OWNER ` Page —a of PARCEL i.D.# Boring Horizon Depth Dominant Color Mottles Structure 2 g Texture Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 8 T ch r 3 a a S1K rylj 0_ z 5'11 a rn S bK, tn4Y cw a i5 1%� Ground —3 2,5y)- 5 5I 0 h^ PY\ YY1 C U0 r 3 ✓; , elev. 6 -9. ,, r :: S /g f 2# S r k 51 a 4n, M 3' 1 Depth to limiting factor Remarks: Boring # .......................... .......................... Ground elev. ft. , Depth to limiting factor in. Remarks: Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench Boring # ........................... Ground elev. ft. Depth to limiting factor in. Remarks: Boring # .......................... Ground elev. ft. Depth to limiting factor in. Remarks: SBD -8330 (R. 07/96) l 3( S T ivr`o_ftd_ T: Cro �X wt � cl 91 I ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Mai i ng Ac.d -i�; , s I/ y4 C- &.Aj 1 ► � !�yO/ n Y� Pray: witty A::lc kr; ;,as „�� a2t: (Verific ktion required from Planning Department for new construction) City State _ Parcel Identification Number LE!' -AL D IE.,;- +s _ RIPTIO; 4 Prol. - ,rty Loc ai on dL '/4, ' /,, Sec Tad N -R I ?3 W, Town of Sub: ivisior , Lot # o? �. Cear ified ' u r ey Map # 8 . Volume q Page # 3 q Wa1: ranty J) e;, d # �� Volume f 7 , Page # Spec, house E.] ;des 14 no Lot lines identifiable yes 0 no SY'i [ NTENAI ICE -Tmpz of e;; use and mai atenanreof your septic system could result is its premature failure to handle wastes. Proper mi . z Ltenance con.> is of pi It I'll kg out the s+ ptic tank every three years or sooner, if needed by a licensed pumper. What you put into i e system cano feet the .fi, ui, idon of the septic tank as a treatment stage in the waste disposal system. The -rty owner •agrees to submit to St. Croix Zoning Department a certification form, signed by th- ownei and by a mast, xplumb :c., 14: ameymanp:umber, restrictedplumber or a licensed pumper verifying that (1) the on -site wa.stewatardispr, , c system is in roper q1e ing conditio a and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of - sludge. I/w(:, he undcnr i; , icd have read the above requirements and agree to maintain the private sewage disposal system with the . -; .andards set fc th, herein , ,� , set by the )epartment of Commerce and the Department of Natural Resources, State of Wisconsin. Cr, r i fication static i , that ye iu ,i system has been maintained must be completed and returned to the St. Croix County Zoning; Office ithin 30 day:, f the ti re : , .-ar expirati on date. SIG GP k'rM ( 11 APPLICAI T DATE Ov! 4 ER C :..,11 TIFICA3 ION I (wc i:ify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the o t t -vr(s) of the Ir 3perty dci c : i bed above, by virtue of a warranty deed recorded in Register of Deeds Office. oa&f-Ajo�r- /// !� IL SI&C - kTURE 01 APPLICAls T DATE Any i,n ^a: oration that is mis- representedmay result in the sanitary permit being revoked by the Zoning Departme! i. ** lu :lode with i !i !mis application: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed vol. 1557 PAGE 140 STATE BAR OF WISCONSIN FORM 11 - 1982 63314AL KATHLEEN H. WALSH LAND CONTRACT REGISTER OF DEEDS Individual and Corporate ST. CRO IX CO., WI (TO BE USED FOR ALL TRANSACTIONS WHERE OVER $25,00015 FINANC ON CONSUMER RECEIVED FOR RECORD ACT TRANSACTIONS Document Number 11 -07 -2000 10:00 AM LAND CONTRACT [ CONTRACT, by and between R A. Fe rguson and Judith A. EXEMPT V Fetgusoa, husband and wife as survivorship — marital property _ CERT COPY FEE: - -- COPY FEE: TRANSFER FEE: 90.00 - - -- — _ - -- ----- . —. —.— -- — _..— ._.. —. _..— _ - - - - -- RECORDING FEE: 12.00 ( "Vendor ,whether one or more) and Dak R Bouts — — _ — - -_. — — PAGES: 2 -- - -_ -- -- - _ - -- ---- _ . - - - - -- — ERidmond, ( "Purchaser ", whether _ one or more). Vendor sells and agrees to convey to Address Purchaser, upon the prompt and full performance of this contract by Purchaser, t following followin together with the rents, profits, fixtures and other S. Ave. appurtenant interests (all called to "Property "), in St. Cr'O — — —_— _ d, WI 54017 County, State of Wisconsin: psrtof026- 1075_-70 (Parcel Identification Number) Lot 2 of Certified Survey Map filed July 19, 2000 in Volume 14, Page 3899, Document number 626684. This is not homestead Property. (is) (is not) Purchaser agrees to purchase the Property and to pay to Vendor at 1381 Htthway 65, New Ri chmond, W1 m to following manner (a) ST,00� the sum of $ 30,M — . —__.— —.. -- - -- - --- oo — date, at the execution of this Contract; and (b) the balance of $ 78,000. together with interest from d _ —. — ._.... - -. wi percent per attnt hereof on the balance outstanding from time to time at the rate of Ey�ht — —...__ until paid in full. as follows: Monthly payments on principal and interest of $200.00 starting an December 1, 2000 and dae ou the first day of each month tberearter antil December 1, 2002, at which time the entire amount owing is due and payable. Provided, however, the entire outstanding balance shall be paid in full on or before the First _ - -.._- ._ day of Decemb _ 2 00_0 _ (the maturity date). Following any default in payment, interest shall accrue at to rate of Eight % per annual on to entire amount in default (which shall include, without limitation, delinquent interest and, upon acceleration or maturity, the entire principal balance). Purchaser, unless excused by Vendor, agrees to pay monthly to Vendor amounts sufficient to pay reasonably antici- pated annual taxes, special assessments, fire and required insurance premiums when due. To the extent received by Vendor, Vendor agrees to apply payments to these obligations when due. Such amounts received by to Vendor for payment of taxes, assessments and insurance will be deposited into an escrow fund or trustee account, but shall not bear interest unless otherwise required by law. Payments shall be applied first to interest on the unpaid balance at the rate specified and then to prittcip amount maybe prepaid without premium or fee upon principal at any time after — JD& C ._ In the event of any prepayment, this contract shall not be treated as in default with respect to yyment so as the unpaid balance of principal, and interest (and in such case accruing interest from month to month be treated as unpaid principal is less than the armor that said p i indebtedness would have been had the monthly payments been made as first specified above; provided that month) payments shall be continued in the event of credit of any proceeds of insurance or condemnation, to condemned premises being thereafter excluded herefrom. Purchaser states that Purchaser is satisfied with to title as shown by the title evidence submitted to Purchaser for examination ion exec P t: recorded easements, covenants and rights of way. Purchaser agrees to pay the cost of future title evidence. if title evidence is in to form of an abstract, it shall be retained by Vendor until the full purchase price is paid. Purchaser shall be entitled to take possession of the Prope on November 2000 5 _ . -.- • Cross out one. LAND CONTRACr - Individual and State Bar of Wicomia Corporate Form No. 11 - 1982 w rmawn Pror—ianala company. Fo du Lae. W 900 - 6562x21 • VOL 1557 d Purchaser P romises to pay when due all taxes and assessments levied on the Property or upon Vendor's interest in it and to deliver to Vendor on demand receipts showing such payment. Purchaser shall keep the improvements on the Property insured against loss or damage occasioned by fire, ex- tended coverage perils and such other hazards as Vendor may require, without co- insurance, through insurers approved by Vendor, in the sum of $ 80136 _ _ _ .____. but Vendor shall not require coverage in an amount more than the balance owed under this Contract. Purchaser shall pay the insurance premiums when due. The policies shall contain the standard clause in favor of the Vendor's interest and, unless Vendor otherwise agrees in writing, the original ? fall policies covering the Property shalt be deposited with Vendor. Purchaser shall promptly give notice of loss to insurance companies and Vendor. Unless Purchaser and Vendor otherwise agree in writing, insurance proceeds shall be applied to restoration or repair of the Property damaged, provided the Vendor deems the restoration or repair to be economically feasible. Purchaser covenants not to commit waste nor allow waste to be committed on the Property, to keep the Property in good tenantable condition and repair, to keep the Property free from liens superior to the lien of this Contract, and to comply with all laws, ordinances and regulations affecting the Property. Vendor agrees that in case the purchase price with interest and other moneys shall be fully paid and all conditions shall be fully performed at the times and in the manner above specified. Vendor will on demand, execute and deliver to the Purchaser, a Warranty Deed, in fee simple, of the Property, free and clear of all liens and encumbrances, except any liens or encumbrances created by the actor default of Purchaser, and except: aose...._ Purchaser agrees that time is of the essence and (a) in the event of a default in the payment of any principal or interest which continues for a period of _.0. _ days following the specified due date or (b) in the event of a default in performance of any other obligation of Purchaser which continues for a period of 30 days following written notice thereof by Vendor (delivered personally or mailed by certified mail), then the entire outstanding balance under this contract shall become immediately due and payable in full, at Vendor's option and without notice (which Purchaser hereby waives), and Vendor shall also have the following rights and remedies (subject to any limitations provided by law) in addition to those provided by law or in equity: (i) Vendor may, at his option, terminate this contract and Purchaser's rights, title and interest in the Property and recover the Property back through strict foreclosure with any equity of redemption to be conditioned upon Purchaser's full payment of the entire outstanding balance, with interest thereon from the date of default at the rate in effect on such date and other amounts due hereunder (in which event all amounts previously paid by Purchaser shall be forfeited as liquidated damages for failure to fulfill this Contract and as rental for the Property if purchaser fails to redeem); or (ii) Vendor may sue for specific performance of this Contract to compel immediate and full payment of the entire outstanding balance, with interest thereon at the rate in effect on the date of default and other amounts due hereunder, in which event the Property shall be auctioned at judicial sale and Purchaser shall be liable for any deficiency; or (iii) Vendor may sue at law for the entire unpaid purchase price or any portion thereof; or (iv) Vendor may declare this Contract at an end and remove this Contract as a cloud on title in a quiet -title action if the equitable interest of Purchaser is insignificant; and (v) Vendor may have Purchaser ejected from possession of the Property and have a receiver appointed to collect any rents, issues or profits during the pendency of any action under (i), (ii) or (iv) above. Notwithstanding any oral or written statements or actions of Vendor, an election of any of the foregoing remedies shall only be binding upon Vendor if and when pursued in litigation and ali costs and expenses including reasonable attorneys fees of Vendor incurred to enforce any remedy hereunder (whether abated or not) to the extent not prohibited by law and expenses of title evidence shall be added to principal and paid by Purchaser, as in- curred, and shall be included in any judgment. Upon the commencement or during the pendency of any action of foreclosure of this Contract, Purchaser consents to the appointment of a receiver of the Property, including homestead interest, to collect the rents, issues, and profits of the Property during the pendency of such action, and such rents, issues and profits when so collected shall be held and applied as the court shall direct. Purchaser shall not transfer, sell or convey any legal or equitable interest in the Property (by assignment of any of Purchaser's rights under this Contract or by option, long -term lease or in any other way) without the prior written consent of Vendor unless either the outstanding balance payable under this Contract is first paid in full or the interest conveyed is a pledge or assignment of Purchaser's interest under this Contract solely as security for an indebtedness of Purchaser. In the event of any such transfer, sale or conveyance without Vendor's written consent, the entire outstanding balance payable under this Contract shall become immediately due and payable in full, at Vendor's option without notice. Vendor shall make all payments when due under any mortgage outstanding against the Property on the date of this Contract (except for any mortgage granted by Purchaser) or under any note secured thereby, provided Purchaser makes timely payment of the amounts then due under this Contract. Purchaser may make any such payments directly to the Mortgagee if Vendor fails to do so and all payments so made by Purchaser shall be considered payments made on this Contract. Vendor may waive any default without waiving any other subsequent or prior default of Purchaser. All terms of this Contract shall be binding upon and inure to the benefits of the heirs, legal representatives, successors and assigns of Vendor and Purchaser. (If not an owner of the Property the spouse of Vendor for a valuable consideration joins herein to release homestead rights in the subject Property and agrees to join in the execution of the deed to be made in fulfillment hereof.) Dated this 4th day of November 2000 L IZ - � �($13 1 � (3 �h� (SEAL) Richard A. Ferguson �— a Dale R. Bonte - _Purchaser Vendor _.. ._- - ___... ___ -- (SEAL) -- -- - --- _ (SEAL) J dith A. Fe ututm -- . _ - ......- - - -.. . Vendor ' Purchaser — - - -- . - __ -- ...__. AUTHENTICATION ACKNOWLEDGMENT Si trc s STATE OF WISCONSIN ) COUNTY) authenticated this day of Personally came before me this 4th day of . __ __... _ ._.._ -- November 2000 the above named Richard A. Ferguson, Judith A. Ferguson and Dale R. Borate TITLE: MEMBER STATE BAR OF WISCONSIN to me known to be the persons) who executed the foregoing (If not, —, .__ instrument acknowledge the s e authorized by § 706.06. Wis. Slats.) THIS INSTRUMENT WAS DRAFTED BY • Jo ■ D. Wabh John D. Walsh Na Public St Croix — County, Wisconsin taTY My Commission is permanent. (If not, state expiration date: (Signatures may be authenticated or acknowledged. Both are not November 25 2001 ) -- . -. - -- JOHN D. WALSH ntxessaryJ Wlaooneln Notary Public ' Names of pawns signing in any capacity should be typed or printed below their signatures. My Commission Explre4L N g LAND CONTRACT - I"Widaal and Corponre - State liar of Ivireomla Fors r No. 11 . 1%2 Inf atbn la rotauiomY com onrattw, ( A t 800- 665-2021 ' RONALD F. ' Jdl•1NSC:)fV '� � , X00 � _' Fa -I Ion AMF'RY,�� VN15��� � 1lFFSt \U•pec�gl J Su R `f ��"''°°�� A /� � ® T0 1 1'7A ��� 1 U R V Y AMA A P 'i°i• Located in part of the Southeast Quarter o - Northeast (quarter of Section 26, Township 30 North, Range 18 West, Town of Richmond, St. Croix County, Wisconsin. Prepared for and at the request of: �NORTHEAST CORNER OWNER: a, SECRON 26 -30 -18 Richard Ferguson N FOUND ALUMINUM 1381 S.T.H. '65" I 0 New Richmond, WI 64017 C14 \ AONUMENT) Drafted by: Ty R. Dodge I \ 3 1 NORT /f 11N1- OF 777! UNPLATTED LANDS I Ln t na SE 114 OF T1IF NE 114 - --- - - - - -- I I r ( A 0 — ........ S89'43'1 2 "E 313.00' in ^ 282.75' ji , I 1 : , 30.25' �- A z to t o LOT 1 I �. N U It TOTAL AREA: o I o c 6 u 'V f c 97,744 SQ. FT a c f N I N d �) 0.1 cV 2.24 ACRES W C y N ai E w f AREA EXC. R- O -W: :a r•, ( o E o =ti 0 88,196 SQ. FT. rn :� 0 f 2.02 ACRES Q I U . °. E >.c Lo I I I 1 qj C Flo Wi IV O) I I N no v N Fw N I ` I p �� OI I I WI N C) �I o ai .n a v)1 589 "E 313.00' I� Zi Ov L v of 4 E c o "-SI 2 W 262.10 a) : •g S C I Lt.! 'n U 30.90 :c '6 °I v v Ii A �I c V n R � T 01 ( N a_1 oar C O W I c a ii 'M Z 3: z I ,r�� p ( r �LOT o � 1 VV)i ur m r _ o -ar TOTAL AREA: .:N 1 0 98,282 SQ. FT �I I U vi ci ° 2.26 ACRES ; i ° I ° I I C a ' 1 1 r7 AREA EXC. R -O -W: . . . 88,478 SQ FT rr r7 • 2.03 ACRES. i I w 3: o x 1 00 1 i No TH APPROVED i � ST. CROIX COUNTY NO ACCESS TO F&W465 Planning Zoning and Parks Committee t \ ' 31.55' -y �\ JUL �. 9 2000 281.45° I N89'43'01 "W 313.00' _U LAN I :b ` If not recorded within 30 days of 66' TO BE RETAINED BY PLATTER o approval dale approval shall be I I M null and void — -- — — — — -- — ` L _ T 3 r 101NR' CERTIFIED SURY MAP - PENDING I I 1 -------------- - - - -- W I County Section Corner Monument 0 Set 1" x 24" Iron Pipe wei ghing N a minimum of 1.13 pounds per I I r / linear foot. I I z /�� EAST OUAR7 -rR CORNER JOB #99162 ( �/ SECTION 26 -JO -18 Prepared tay. (FOUND ALUMINUM A & E 100 a 100 COUNTY MONUMENT) LAND SURVEYING & CIVIL ENGINEERING Phone No. (715) 246 -4319 GRAPHIC SCALE 109 East Third Street, P.O. Box 325 SCALE IN FEET: 1 inch = 100 feet New Richmond, N 54017 BEARINGS ARE REFERENCED TO THE EAST LINE OF THE Sheet. 1 of 3 NE 1/4 OF SECTION 26, TOWNSHIP 30 N., RANGE 18 W. WHICH IS ASSUMED TO BEAR S00 "W. , Vol. 14 Page 3899 CERTIFIED SURVEY mAR Located in part of the Southeast Quarter of the Northeast Quarter of Section 26, Township 30 North, Range 18 West, Town of Richmond, St. Croix County, Wisconsin. Prepared for and at the request of; OWNER: - Richard Ferguson 1381 S.T.H. 65' New Richmond, WI 54017 D.O.T. TRANS 233: As owner I hereby restrict all lots and blocks so that no owner, possessor, user, licensee or other person may have any right of direct vehicular ingress from or egress to any highway lying within the right —of —way of S.T.11. 65 ", as shown on the land division map; it is expressly intended that this restriction constitute a restriction for the benefit of the public as provided in s.236.293, Stats., and shall be enforceable by the department or its assigns. No improvements or structures ore allowed between S.T.H. "65" right — of — way line and the highway setback line. Improvements and structures include, but are not limited to, signs, parking areas, driveways, wells, septic systems, drainage facilities, buildings and retaining walls. It is expressly intended that this restriction is for the benefit of the public as provided in section 236.293, Wisconsin Statutes, and shall be enforceable by the Wisconsin Department of Transportation or its assigns. Contact the Wisconsin Department of Transportation for more information. The phone number my be obtained by contacting the County Highway Deportment. This restriction applies to the 50' State setback only. The lots of the land division may experience noise at leveis exceeding the levels in s. Trans 405.04, Table 1. These levels are based on Federal Standards. Owners of these lots are responsible for abating noise sufficient to protect these lots. e �b1Y 5 �li�aq!' ' RONAI n f. JOHNSON AMfE Ry. wils. e IV JOB #99162 Prepared by A & E LAND SURVEYING & CIVIL ENGINEERING Phone No. (715) 246 -4319 109 East Third Street, P.O. Box 325 New Richmond, WI 54017. Sheet 2 of 3 l Vol. 14 Page 3899 CERTIFIED SURVEY MAP Lornled In Iwrl of the 5oulhonsl O nrlar of the Norl.hoast Quarter of 'Soc.,llon 26, lownRh1p :SO North, Range i8 Wasl., lowrn of Richmond, St. Croix County, Wisconsin. SUIdVi YOR'S CERTIFICATE: 1, Ronal (I l�. Johnson, a Itegistcred Wisconsin i,and Surveyor, do hereby certify that by the direction of Richard Ferguson, I have surveyed, divided and mapped a parcel of land located in part of the Southeast Quarter of the Northeast Quarter of Section 26, Township 30 North, Range 1 8 West, Town of Richmond, St.' Croix County, Wisconsin, described as follows: C, " ommcncing at the Last Quarter corner of said Section 26; thence, oil ',III assumed bearing along the east line of the Northeast Quarter of said Section 26, North 00 degrees 19 minutes 25 seconds bast a distance of 694.00 feet to t.lie point of beginning of the parcel to be described; thence North 89 degrees 43 minutes 01 seconds West a distance of 313.00 feet; thence North 00 degrees 19 minutes 25 seconds iiast a distance of 626.28 feet to the north line of the said Southeast Quarter of the Northeast Quarter; thence, along last said north line, South 89 degrees 43 minutes 12 seconds Last a distance or313.00 Iect to the cast lime of the said Northeast Quarter; thence, along last said cast line, South 00 1 c) minutes 25 seconds West a distance ol'626.291ect to the gain( of beginning. Containing 196,026 square feet (4.50 acres). Subject to 140' Avenue (A 'Town Road) along the most easterly line of tine above described property. Also subject to .111 easements, restrictions, and covenants of record. 1 also certify that dais map is a correct representation to scale orthe exterior boundaries surveyed and ' described, that I have complied with the provisions of Chapter 7_36.34 of 1.110 Wisconsin State Statutes and the Subdivision Ordinance of the County of St. Croix a.nd the 'Town of Richmond in surveying and mapping the same. Ronald F. Johnson/%�Registered Wisconsin Land Surveyor No. 1186 Date A &, E band Surveying & Civil Engineering , P.O. Rox 325 New Richtnnond, Wl 51017 1 ' ROt*1ALO F. ' .t4H1*150N FJ- -1 { B6 AMERY. 111/1:3. n r7 mn o m --1 t cam oa-1 mx+ r HS -ammo r -, ry m OMM !C J =: l m a M CD Q m D ShaFt ;S of :S o t=% mr� Vol . ] ►t Page 3899 h+�=