Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
026-1075-70-300
. � / (A � a -0 o § A Q! § 0 E£ K 0 (% 8 Q, c = w e - CD �kE� (� kg § - § % N CL f 1. § 2 2 § CD 2 $ � 3 8 E � Q E0§ £ © g $ § / t " \ § 2 C 4 -4 0)m Q J kk� 2Ec f Z- 2 = E z o 0 0 § § c 3 § § § \ ( § . / 2 CL & { 3 .. k ° \ k $ ¢ § q � � 3 � z \ cft g M a 7 E $ � \ E 2 V m j m , z § t z 7 7 z % ^ � � k R 0- & § @&4\ � E 0 CD z CL g2 <�i$ E = # -- J �C7� 7jE7 k Gf /2 $ ��■ % [2 &U) � =N @ �§»a 0- � ƒE § 2 \� ■ � 14D < % , » Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division � INSPECTION REPORT Sanitary Permit No: 429985 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: Younglquist, Brian I Richmond Township 026- 1075 -70 -300 CST BM Elev: Insp. BM Elev: BM Description: Section/Town /Range /Map No: 1 -7,o At �. cEe (a. A& . 26.30.18.395A30 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic ,,� Benchmark Dosing Q ( 14 - f G 0 * Alt. BM CMG% Aeration Bldg. Sewer c/.SS � - Holding St/Ht Inlet ro. 98.8/ TANK SETBACK INFORMATION St/Ht Outlet TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic 75 , ! W t I VLl\k Dt Bottom I Lt. Z 96. a5 Dosing !y 7 i Header /Man. / Aeration / Dist. Pipe /0 5. 6 Holding Bot. System ri o Final Grade !� PUMP /SIPHON INFORMATION Manufacturer Demand St Cover GPM IF.rJ IvS•'>�� Model Number 1 �-- , r�� r� s"•ts TDH Lift Friction Loss System Head TDH Ft Forcemain Length Dia. „ Dist. to Well f SOIL ABSORPTION SYSTEM BED /TRENCH Width I / 1 1-engt h � No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS �� SETBACK SYSTEM TO P/L BLDG IWELL LAKE /STREAM LEACHING Manufacturer: INFORMATION CHAMBER OR Type Of System: UNIT Model Number`_ DISTRIBUTION S EM L'�tt_ 4� G7' + =M+ A- o e se- ',- V4w.. + %or, pt61 -C- o.-� �►- Header /Man' Distribution „ Hole Size I x Hole Spacing Vent to Air Intake Pipe(s) r w I ' L Dia Q-4 Length J' 3 Dia � Spacing 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 J Topsoil - Yes No Yes I .1 No COMMENTS: (Include ode discrepencies, persons presentetc.) Inspection #1: is / Z4 / 03 Inspection #2: Lo / 24 1 43 - VIC ar--e- d.A Location: 1356 140th St New Richmond, WI 54017 (SE 1/4 NE 1/4 26 T30N R1 8W) NA Lot 3 Parcel No: 26.30.18.395A30 1.) Alt BM Description= - 1 o Q 64 :T- Cevyr, 3� �ci�..�'A i 4' 2.) Bldg sewer length = ra ` t P'� a - amount of cover = _� f y J Plan revision Required? 7 e - - � Jse other side for additional in orma n. Yes No , 3 (!� 3D -6710 (R.3/97) Date Insepctor's Signature Cert . No. I } Safety and Buildings Division County 201 W. Washington Ave., P.O. Box 7162 ,\ STe�4 n V������� Madison, WI 53707 - 7162 Sanitary Permit Number (to be filled in by Co.) Dep artment of Commerce (608) 266 - 3151 - 9 9 e Staff Plan I.D. Number Sanitary Permit Application In accord with Comm 83.21, Wis. Adm. Code, personal information you provide o - may be used for secondary purposes Priv D oject Address (if different than mailing address) I. Application Information - Please Print All Inform on 1 135 ) 41V Sf, MAY 2003 Property-Owner's Na me Parcel N Lot b Block N pY•'c�.✓ ve et 4j & 7 • S7— ST. CROIX COUNTY Property Owner's M ail' Address Property Location ° e D id t'Ue s id_A�' !4,Section .? 4 City, State Zip Code Phone Number ?%2 ze r .S e/ (circle o II. Type of Building (check all that apply) � ter T �� '�� R /� E o r� Subdivision Name CSM Number _ IY 1 or 2 Family Dwelling - Number of Bedrooms ❑ Public /Commercial - Describe Use o 0 .O tC C� "" /y A ? f 0� ❑ State Owned - Describe Use `� )tb� CEO ��� � •f} 2 ❑City_ ❑village K of ` III. Type of permit: (Check only one box on line A. Complete line B if applicable) 02 — J 0 - i - S — '3C0 A - 3o) A. New System ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only El Other Modification to Existing System B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of ❑ Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Plumber Owner IV. Type of POWTS System: (Check all that apply) ❑ Non - Pressurized In- Ground kMound > 24 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 ❑ Dri Line ❑ Gravel -less Pipe ❑ Other (explain) V. Dispersal/Treatment Area Information: Design Flow (MA) Design Soil Application Rate(gpdsf) Dispersal Area Required (sf) Dispersal Area Proposed (sf) System Elevation 4W "I �SIr VI. Tank Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Units Concrete Constructed Glass New Existing Tanks Tanks Septic or Holding Tank e � Aerobic Treamiem Unit � Dosing Chamber VIL`Responsibility Statement 1, the andersigned, assume responsibility for ailation of the POWTS shown on the attached plans. Plumber's Na me (Print) Plumber's Si gnature MPRS Number Business Phone Number AM Plumber's Addre ss (Street, City, State, Zip Code) C sc .7 VIII. Count /Demwtment Use Oul Approved ❑ Disapproved Sanitary Permit Fee (includes Groundwater Date Issued I Issuing Agent Signature (No Stamps) Surcharge Fee) 0 Owner Given Reason for Denial IX. Conditions of Approval/Reasons for i Disapproval � ao p.Q( V%A U Attach complete plain (to the County only) for the system on paper not less than 8112 x 11 inches in size SDD -6398 (R. 01/03) PLOT PLAN Page 3 of Scale 1 "= SO' I a, `o 0 11 � o H I Wes*" LO C, CJV m � a tot IS wI roz .>O r.30T C "r Da- iS1vrL1� NOTES: 1. Elevations shown are existing ground elevations unless otherwise noted. 2. Install 4" observation pipes with approved caps. ( 2 required). 3. Septic tank to be 1Z 00/8o0 gallon capacity manufactured by WIQS CU�I �R�T1 - �I.vLa lzop /9uD J72> WA -lbdb Z-" Q?- R L'1 in . 4. Bench mark jE!- t04 y'Oju lo'intt, . 31y "Din- PVC W1 t_ " - 74 5. Divert surface water around system to prevent ponding at the uphill side. 4 � Safety and Buildings 4003 N KINNEY COULEE RD • {� ' LACROSSE WI 54601 -1831 TDD #: (608) 264 -8777 isconsin www.commerce.state.wi.us /sb Department of Commerce www.wisconsin.gov Jim Doyle, Governor Cory L. Nettles, Secretary May 06, 2003 L R ECEIVE D CUST ID No.220254 p 9 2003 ATTN: POWTS Inspector ARTHUR L WEGERER OIX COUNTY ZONING OFFICE WEGERER SOIL TEST ERVICE ST CROIX COUNTY SPIA PO BOX 74 1101 CARMICHAEL RD RIVER FALLS WI 54022 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 05/06/2005 Identification Numbers Transaction ID No. 864630 SITE: Site ID No . 658606 Brian & Jacki Youngquist Please refer to both identification numbers, 140TH St above, in all correspondence with the agency. Town of Richmond, 54017 St Croix County SEl /4, NE1 /4, S26, T30N, R18W Lot: 3, FOR: Description: Four Bedroom Mound System Object Type: POWT System Regulated Object ID No.: 901715 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 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). • 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. R nally • The well must be a minimum of 25 feet from any POWTS tank, and a minimum of 50 feet from the absorption )VED area. chs. NR 811 & 812c 'COMMERCE • A Sanitary Permit must be obtained from the county where this project is located in accordance with the �WBAM requirements of Sec. 145.135 and 145.19, Wis. Stats. OONDENC a Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stat Comm 83.22(7) A copy of the approved plans, specifications and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. ARTHUR L WEGERER Page 2 5/6/03 4 Owner Responsibilities: • Comm 83.52 Responsibilities. The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). • Comm 83.52(2) A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. • Comm 83.55 The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. All permits required by the state or the local municipality shall be obtained prior to commencement of construction /installation/operation. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 Charles L Bratz POWTS Reviewer II , Integrated Services WiSMARTicode: 7'633! (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 - FOUND SYSTEM FOR A L, 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 Cz, b / gq� C R. b 1 g 9 LOCATED IN THE 34 , 1/4 OF THE NE 1/4 OF SECTION Z 6 , T 30 N, R 1 21 W, TOWN "OF V CZ\,C�yM0yub S`r- COUNTY, WISCONSIN. l i � o - t- 3 o t= CLs 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 13 �Zl RfU S tt I Ll UVhj G q v ZS r RECEIVED 63�3 �-1 o - D�`IUe MAY - 20113 SAFETY & BLDGS DIV,, PREPARED BY WECCE1=ZER SOS!— .TESTING AND. IDES I ( SSRV I CE P.O. Box 74 421 N.Main St. River Falls, 14I 54022 Phone 715- 425 -0165 �� Fax 715- 425 -6864 {�±'c».'l� JfT_G <F:i;r, 0- 9 f+; yy�� ��� co EtLz ;WL)1L)k r; +, 0011 O� e° b4i W sE_coR s_t -o 3 JOB NO. D3 -6 - Mound System Management Plan Pursuant to Comm 83.54, Wis. Adm. Code Page Z of 7 ` ` Septic 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. T heo erating condi of the septic tank and outlet filter shall be assessed at least once every 3 years b i nspectio n. The outlet filters a e nsu er opera ion, e 1 er ca idgge shou not e� - ll in th may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm the filter shall be serviced f at 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 Pr essure 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 . d is not recomm infiltrative surface within the mound and snow compaction o mended since soil compaction may hinder aeration of the in the winter will promote fr ost enetration. ons (October - February) dictate that the mound be heavily ulched for frost protection. Cold weather installations Y p ection. 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 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)] arid local or state rules pertaining to system maintenance and maintenance reporting. No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and Pump tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8- inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. Continaencv Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank, pump,. pump controls, alarm or related wiring 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 at . The system installer at The tank manufacturer at �pQ1�.ZS �8�56 Lam) The effluent filter manufacturer at Z21 _ S1(4Z z The pump manufacturer at PLOT PLAN i Scale 1"= 50 Page 3 of ,>2 L. 3 J ' I a o (A _ a$ `11x� of WkLC" WC, a m I C� ti,� v � S ° �o •�� 9 _ t S _ 6'or- 1 \k) v gyy roZ ` � I N�O ToOT CO)'tp"r c�►Z D t S1vrz.13 T - M S PrROlA NOTES: - 1. Elevations shown are existing ground elevations unless otherwise noted. 2. Install 4" observation pipes with approved caps. ( 2 required). 3. Septic tank to be 1 /8op gallon capacity manufactured by ' 1�y��,� CUy �fZ�'T�` �I.vLI�- L'�0 /9u0 ri2> ►'� /q -�f�bD Zp� �-- Ft L�"L'Ct 4. Bench mark ,1\ lo"i cct -, 3 1y " D1A P\)e F1 PV-- w/ L Pr �. Divert surface water around system to prevent ponding at the uphill side. Pace H Of 1 Approved Synthetic Covering ASTH C33 Distribution Pipe Medium Sand Topsoil r == W F IG Fle -r, 10 S O 3 E - b j. Qa Slope Distribution Cell of Force Main Flowed 2" to 2 Z" Aggregate From Pump Later D Fr E 1.y5 Ft. CROSS SECTION OF A MOUND SYSTEM F o .8 Ft. G 0- S Ft. A 9 Ft. Ft. Linear Loading Rate= q -'O GPD /LET FT 8 b�_ Ft. Design Loading G_D /SQ FT I 1 Ll rt. J "6 Ft. K 10 Ft. W Z °I. Ft. L I - Observation Pipe E � K Ao -�-- -- 8 - -- -- - -------- - - - - -- --- - -- W a-- — 6 T- - - - - -- --= - -------------------- --�- -o Force Main t --- -- - -- - - - - -- i ftcce' Distribution , „ k" Pipe Cell of 'z to 2 z aggregate Observation. Pipe (Anchbr se=ely ) ~ PLAN VIED OF A MOUND SYSTE.4 Distribution Pipe Layout Page S of 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 Bade. 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. l= 4 ,cc�.ss sox_ . 77t P_ L C ZOS S S 'R O ►� PVC Lateral M nifold \ ' u C. Lateral X x x x xQ xf1 I x x x x Lateral Length — Lateral Length — IT Distribution Line , • P —� `r�c�s sox — —o r+�u wz S p \O C wQ n o -- V P 3 3 Ft. Hole Diameter ��B Inch S 3 Ft, Lateral I Inches) X Inches Manifold " Z - Inches Force Main " 2' Inches of holes /pipe ) Invert Elevation of Laterals - Combination Sept;ic; Tank and PLI•MP CHAMBER CROSS SECTION AND SPECIFICATIONS ' PAGE 6 OF 7 VCWT CAP WEATH£K PROOF JUIJCTIOU BOX . ti C.I. VENT PIPC APPROVED LOCKIUG 1 10' FROM DOOR, M COVER wt .luoow OR FRESH 1'`�A�2lJIIJG LA6EL. _ t P IPE Al _IIJTAKI coraputT L F INL SL}p 6. .LsZ IQ6 I I Y'xlu. IIJLET PROVIDE • �,'� AIRTIGHT SEAL Approved zra'EL �' '� I I I Approved joint w/ N_ 100 I II I joint w/ I PVC pine I ALM PVC pipe Is �I AR II • C I I CLCY. - fT. I PUMP -1 - -J OFF D . • CouCRETE BLOCK 1 : - RISER EXIT PERMITTED O►JLy IF TAIJK MAIJUFACTURICR HA 3 APPkO S SUCH APPROVAL ,•1•FC . �8ED0 t tv 4 SEPTIC F SPECIFICATIOUS DOSE TAIJKS MAL) UFACTURER: U)QCJt61E�- ►JLMBER OF DOSES: LJ -SS PER DA. TAI.IK 51ZE : WLP 11 201$00 _wl R GALLOQS DOSE VOLUME r ALARM MAUUFACTURCR: SS• eLetCQD SLI79%ZS IWCL_UOtAJG 5ACIC FLOW: _ 1.33 � GALLONS MODEL IJUMBER: Nw CAPACITIES: A= �L I OR yOb- 3 � �ZCLtz GALL 0�1 S SWITCH TYPE: _ S 8 = _ � IuCFIES'OR (4 G�LL01is PUMP 4KAUUFALTURER: GOU Lb S C - 6 IIJ CHESOR � 33 ' ` I GA LLO IJS MODEL NUMBER: L�C S D �._IMCHES OR - 22" GALLOWS 5WITCH TYPE: QN-CL)Q -Y MOTE: PUnP ARID ALARM ARE O bC L MINIMUM DISCHARGE RATE GPM INSTALLED ON SEPARATE CIRCUITS VERTICAL DIFFEICENCE DETWEEIJ PUMP OFF AUO..DISTRIBUTIOW PIPE., g' 67 FEET + l%%IkJ METWORK SUPPLY PRESSURE + 6 FEET OF FORCE MAIN X 3 9 Fs t o . . Z , 15 FEET 1 "'Ux 1. -S) to fLFR CTL u FACTOR.• FEET TOTAL MJWANC. HEAD = FEET As per manufacturer gal /in. Liquid depth 3 6" Goulds pp�GE -7 °�: Submersible -� Effluent Pump IND IO 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 Motor: Available for automatic and •Farms manual operation. Automatic 'and float switch attachment • Heavy duty sump • EPO4 Single phase: 0.4 HP, models include Mechanical points. • Water transfer 115 230 V, Hz, 1550 Float Switch assembled and ■ Power Cable: Severe duty • Dewatering RPM, , built in overload with automatic reset. preset at the factory. rated oil and water resistant. SPECIFICATIONS • EP05 Single phase: RP M, , FEATURES ■Bearings: Upper and lower 115 V, 60 Hz, 1550 RP heavy duty ball bearing Pump: EPO4 built in overload with ■ EPO4 Impeller. Thermo- construction. • Solids handling capability: automatic reset. plastic Semi -open design /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 rotection. Total heads: u • to 24 feet. with three prop grounding p C- Canadian Standards Association p g g g ■ EP05 Impeller: Thermo- • Discharge size: 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 I • Capable of running dry without damage to s 30 components. I I ! Pump: EP05 e • Solids handling 5 ' g capability: c 3 /4 maximum. z -- - -- — • Capacities: up to 60 GPM. x s 20 •Total heads: up to 31 feet. • Discharge size: 1 NPT. z 5 • Mechanical seal: carbon- �- l rotary/ceramic - stationary, a 4 15 I I 3 `��$ • BUNA -N elastomers. ` I ' EPOS Temperature: ° s 1 o 104 °F (40 °C) continuous. ! I iia 140 °F (60°C) intermittent. 2 — 5 1 0 0 1 10 20 30 40 50 GPM J. L - L 0 2 4 6 6 10 12 m'/h CAPACITY C 1995 Goulds Pumps, Inc. Eyec ;ve 4lay. +ooc wiscon - T,- Department of Commerce SOIL AND SITE E VALUATION Division of Safety and Buildings . Page of Breau of Integrated Services in accordance witM��. `1L�- Ib'83.09, Wis. Adm. Code f Attach complete site plan on paper not less than 8 1/2 x 11 inches iri size: Plan p f County Include, but not limited to: vertical and horizontal reference point (BM), direction�nb -- !, /� percent slope, scale or dimensions, north arrow, and location and distance d o nearest road. �. „� Parc I I.D. # APPLICANT INFORMATION - Please print all information. i a`ir. Revi wed by Date Personal information 'C 1fq - 7 you provide may be used for secondary purposes (Privacy Law, s..15 ;0A Property Owner Property Location Govt.' Lot . 1/4N t- 1/4,S T 3( f Er.T) W Property Owner's ailing Addres Lot #-- Block# Subd. Name or CSM# s7% PI t 3 city State Zip Code Phone Number ❑ City iIla e [5r Town Nearest Road 6Th ST [� New Construction Use: (Residential / Number of bedrooms 3 Addition to existing building ❑ Replacement ❑ Public or commercial - Describe: Code derived daily flow MSO gpd Recommended design loading rate bed, gpd /ft I --S trench, gpd /11 Absorption area required __� 7-5 bed, 112 _3 1; — trench, ft Maximum design loading rate bed, gpd /ft s trench, gpd/ft Recommended infiltration surface elevation(s) "teyr rv.. E / 04 , 2 ft (as referred to site plan benchmark) Additional design/site considerations _ / dGt S4 r d Parent material � J m 1r, I1 V � d r r 1 Flood plain elevation, if applicable _ K 3 / R ft S = Suitable for system Conventional Mound In- Ground Pressure AT-Grade System in Fill Holding Tank U = Unsuitable for system ❑ S U � S El S q U ❑ S U ❑ S W it EIS Jy U SOIL DESCRIPTION REPORT Bonn # Horizon Depth Dominant Color Mottles u. Cont. ructure GPD /ft2 9 Texture Consistence Boundary Roots in. Munsell Q Sz. Ct. Color Gr. Sz. Sh. Bed ; Trench I 1 0' /O r 3/ 5 Ground =50 J r r 5/ a m 5) K ► C rJ / r 5 .a elev. 4l tt. OS6 7,S r 5 $ S ,- S S/ D � n. rnV�, C — r 3 r Depth to -' 6-17 r 7,S 6 S/ O limiting factor in. ; Remarks: Boring # sbK rn J 3 r C a 5 16 s, I s ►� S ►- C a 5:• ro S r 5// 4i -� s 6 S o m too Ground elev. /--- 4-ft. Depth to limiting factor ;taln. Remarks: CST Name (Please P • t) Sig u Telephone No. / t OW cc(`S - 7 Address n Date CST Number 1 -' ThT v Not- K o fx� l ru S o! 55 Wiscon: t*Department of Commerce SOIL AND SITE EVALUATION Page of Division of Safety and Buildings Eureau of Integrated Services in accordance witfx s.1L� Ip `83 09; V1lis. Adm. Code Attach complete site plan on paper not less than 8 1/2 x 11 inches in size' Plan. Cognty ' include, but not limited to: vertical and horizontal reference point (13IV1), direction percent slope, scale or dimensions, north arrow, and location and distance to nearest road. I LD. # APPLICANT INFORMATION - Please print all information. Review d by Date Personal information you provide may be used for secondary purposes (Privacy Law, S. 1594 0) Property Owner Property Location I C7 Govt. Lot 1 /4N 1 /4,S T 30,N,R / EIA) W Property Owner's ailing Addres Lot # Block# Subd. Name or CSM# &_5 .3 --- City State Zip Code Phone Number ❑ City ilia e [Z Town Nearest Road ` v' l-)-V 1 5 (`7 ) b - a ` MTh .T New Construction Use: [Residential / Number of bedrooms 3 Addition to existing building ❑ Replacement ❑ Public or commercial - Describe: Code derived daily flow 5 C) gpd Recommended design loading rate _ bed, gpd /fi $ S trench, gpd /ft Absorption area required -s 75 bed, ft __37; trench, ft Maximum design loading rate _ bed, gpd /ft trench, gpd /ft Recommended infiltration surface elevation(s) `to L, Ei 10 — ft (as referred to site plan benchmark) Additional design /site considerations t`cC Parent material e . l U r r 7 j Flood plain elevation, if applicable to 14 ft m Conventional Mound In- Ground Pressure AT -Grade System in Fill Holding Tank S = Suitable for sys7te U = Unsuitable for system ❑ S U NS ❑ U S Pk U El U ❑ S [ U El S U SOIL DESCRIPTION REPORT J I. Zaflo Ef'p Boring Horizon Depth Dominant Color Mottles Structure GPD /ft g in. Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. Consistence Boundary Roots Bed , Trench - M 32 D r 58 5 M SIK. mir C 2 , Y '-E `f Ground 3 --56 Syr 5 5)K, r1j elev. / 1.6 l ft. O S6 7, S 51 o 4- rn M 4� C Lo , 3 . o Depth to limiting factor Remarks: Boring # a S sbk rAV r C w a5: 02 // /a r 55k r C ►� a , 5 , S r s A 6 s o -� m m o �� 3 • -3 25 Ground elev. Depth to limiting factor in Remarks: 1T CST Name (Please P • t) Sig u Telephone No. _ 7 1, 5 Address Date CST Number f I ���,so� SOIL DESCRIPTION REPORT . PROPERTY OWNER Page of ` PARCEL I.D.# Boring Horizon Depth Dominant Color Mottles Structure 2 g in. Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. Consistence Boundary Roots Bed Trench a a 31 /D r5 8 51 l A m 5S /c t -fir C o f 's 6 .5 Ground , 1 -SI S y , 5/{ b �' h� �, `' c� l �s , 3 elev 51-67 7, 5 yr .5�� f S'S � -fir" �"�'j - i - C , .j • `� Depth to 47-2 7 S r 5 d rrt i , 3'' • 3 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 # i Ground elev. ft. Depth to limiting factor in. Remarks: SBD -8330 (R. 07/96) R - Te - Ces .� S �c N E Yq 5 aG� `t 3o N R lg w d Y 1R; c-�m0 nk - D� 3 0 -cam _a oS3 ' 4 Q gItB,n1 T �� � _ I u°d 3 "YI , �p Ei ioxa ri4smee�. ■� ■•s. May 09 03 06:45p . GENESIS HEALTH STAFFING 715 796 -2324 •" _,. ..r. ... ....., ..v...L i u.• VLF.. bl. .J Job v0:74 1 niay -a -VJ e:unrmi rage 212 ST C COUNTY SEPTIC TANK MAIN TENAN CE AGREEMENT AND OWNER CERTIFICATION FORM Owner/Ouver 8y' db�rs `14 - 7 — ,.�..,� -,.-,. '1.LLGi - Mailiog Address _ -_ G 3tD Property Addrm (Verification required front Plannine Department for new construction) Parcel Identification Number Properly Location t /.., y, SC T 3 -N -R 1 W, TOwn of � • G �h = D G v Subdivision '� _ , Lot N , Certified Survey Map R ��1 Volume Page k �$ Waarrslenty Uted r1, . Volume Page g Spec houso O YeSN 'no Cot lions identifiable byes 'O no SYSTFJW. NIAIN Al1i .E Improper use and maintenance of your septic system could result in its premature failure to hand)c wastes. Proper ritamtonaoce coneit:ts of puropina out the septic luck every three yearn or sooner, if needed by a licensed pumper. What yotr put into the taystet» Carl offset the function Of the septic tank as•a trratraent stage in the waste disposal system. 711e property owner agrees to submit to St. Croix 20110g Department a Certification form, signed by th id e owner a by a " aatec plumbe , jourue) —ii plumber, restricledplumber or s licensed pumper verifying that (1) the oa -site wastewatardisposat sysicm is in proper operating condition an&or (2) alter itlipeetioo and pumping (if neccuary), the septic lank is less Ulan! 1/3 full of shtdge. Ua% the undersigned have read the above requiremenu and agree to maintain the ptivars'sewase disposal syttcr with the etandsnit set fortlx, herein,» set by the Department of Conn actce and the Departrncat of Natural Resources, State of Wisconsin. Certifitulion sating that your septic stntern has been tttaiatained must be eonWieted and returned tp the St. Croix County Zoning Office within 30 days of the t year e3Pintion date. SICINA'I' OF APPLICANT DATE; :. 'S o — FR - C E c� 1 (we) certify that all statements on Ibis fix= are true to the best of my (out) knowledge. 1 (w•e) em (arc) tilt of the propeny de ctibcd above y Virtue of a w1i ranty deed rceotdcd ire Register of Deeds 0(fice. SrGNa Uwe grpLiCn � DATB; I ny information that is mis -rc resented may result ill the snits P Y ry pe rmit being revoked by the Zoning Dcpirtmcr:t, •'•••• •• Nntlutte ..1lb this appelcotlon; a stamped warranty deed front the Register of Deedt office a co0e of the certified survey map if reference is made in the warranty decd: STATE 13AR OI: WISCONSIN FORM It - 1982 LAND CONTRACT Individual and Corporate (To 131? USED FOR ALT. TRANSAC - riONS WHERE OVER $25.000 IS FINANCED AND IN OTHER NUN - CONSUMER Document Number ACT TRANSACTIONS) " PY CONTRACT, by and between Richard A. Ferguson and Judith A. Ferg husba and wife as surv ivorship_ marital property 2 a Q ( "Vendor ", whether one or more) and Brian T Youngquist and Jacki M. S/ f Youngquist husban d and wife as survivorship marital property Recording Area ( "Purchaser ", whether one or more). Vendor sells and agrees to convey to Name and Return Address Purchaser, upon the prompt and full performance of this contract by Purchaser, John D. Walsh the following property, together with the rents, profits, fixtures and other 539 S. Knowles Ave. appurtenant interests (all called the "Property "), in St. Croix New Richmond, WI 54017 County, State of Wisconsin: part of 026 - 1075 -70 (Parcel Identification Number) Lot Three of Certified Survey Map filed July 19, 2000 in Volume 14, Page 3898, Document number 626683. This is not homestead property. (isj (is notj Purchaser agrees to purchase the Properly and to pay to Vendor at 1381 Highway 65, New Richmond, WI the sum of 30,000.00 in the following manner (a) ,000.00 at the execution of this Contract; and (b) the balance of $ 28,000.00 , together with interest Irom date hereof on the balance outstanding from time to time at the rate of Eight % percent per annum until paid in full, as follows: Monthly payments on principal and interest of $200.00 starting October 16, 2000 and due on the 16th day of each month thereafter until September 16, 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 16th day of Se ptember, 2002 _ _ _ (the maturity date). Following any default in payment, interest shall accrue at the rate of Eight % per annual on the 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 the 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 principal. Any amount may be prepaid without premium or fee upon principal at any time after (Olt) there may be no prepaymcnt of principal without permission of Vendor.* .............. .. _............ In the event of any prepayment, this contract shall not be treated as in default with respect to payment so long as the unpaid balance of principal, and interest (and in such case accruing interest from month to month shall be treated as unpaid principal) is less than the armor that said indebtedness would have been had the monthly payments been made as first specified above; provided that monthly payments shall be continued in the event of credit of any proceeds of insurance or condemnation, the condemned premises being thereafter excluded hcrcfrom. Purchaser states that Purchaser is satisfied with the title as shown by the title evidence submitted to Purchaser for examination except: recorded easements, covenants and rights of way. Purchaser agrees to pay the cost of future title evidence. If title evidence is in the 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 Property on September 16, 2000 • Cross out one. LAND CONTRACT - Individual and State Dar of Wiuonsin Corporate form No. 11 - 1982 Information Professionals Company. Fond du Lac. Ffi 800- 555 -2021 ,�. Purchaser promises to pay when due all taxes and assessments levied on the Properly or upon Vendor's interest :ende n 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- coverage perils and such other hazards as Vendor may require, without co- insurance, through insurers approved by Vendor, in the sum of S none , but Vendor shull not require coverage in an amount more than the balance owed under this Contract. Purchaser shall pay the insurance premiums when due. 'I - hc policies shall contain the standard clause in favor of the Vendor's interest and, unless Vendor otherwise agrees in writing, the original of all policies covering the Properly shall 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 orthis 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 Dccd, in fcc simple, of the Property, free and clear of all liens and encumbrances, except any liens or encumbrances created by the act or default or Purchaser, and except: none 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 30 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, tcnninale 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 dale 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 rule in effect on the date of default and other amounts due hereunder, in which event the Property shall be auctioned at.iudicial 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 elected from possession or 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 Vcndor, an election of any of the foregoing remedies shall only be binding upon Vendor if and when pursued in litigation and all 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 Purchascr, as in- curred, and shall be included in any judgment. Upon the commencement or during the pendency orally action of foreclosure of this Contract, Purchaser consents to the appointment ore receiver of the Property, including homestead interest, to collect the rents, issues, and profits of lite 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 orally 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 lull or the interest conveyed is a pledge or assignment of Purchaser's interest under this Contract solely as security for on 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 tins 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 bend its of the heirs, legal representatives, successors and assigns of Vendor and Purchaser. (irnot an owner ofthe 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 16th day of September 2000 (SEAL) _ (SEAL) • icbard A. Ferguson _ _ -- .-- _._.. -- - .. -_ -- _ .. .._ Vendor • n T. Youngquist _ Purchaser (SEAL) (SEAL) ?J A. Ferguson -- `— —_ Vendor r n quist - Purchaser AUTIiENTICATION ACKNOWLEDGMENT Signalurc(s) STATE OF WISCONSIN ) — -- - -- St. Cr oix_ COUNTY ) authenticated this day of - Personally came before me this 16th day of - - -- — - - - - -- - ' -- - -' September, 2000 the above named Richard A. Ferguson, Judith A. Ferguson, Brian T. Youngquist and Jacki M. Youngquist TITLE: MEMBER STATE DAR 01- WISCONSIN - - - - -- - -- - - -- -- - - - -- -- - __....- - -__ -- to me known to be the person(s) who executed the foregoing (If not, instrument and acknowledge the same. authorized by § 706.06, Wis. Slats.) ^ THIS INSTRUMENT WAS DRAFTED BY • o D. Walsh John D. Walsh -- --- - - - - -- — - - - - - -- ohn ---- - - - - -- -- -- - -- Notary Public St. Croix County, Wisconsin My Commission is permanent. (If not, state expiration date: (Signatures may be authenticated or acknowledged. Both are not November 2S, 2001 ) n o=sary. • Names of persons signing in any capacity should be typed or printed below their signatures. JOHN D. WALSH t.AND CONTRACT - ladividool and Corporate - Stare Bar of Wisconsin Form No. 11 - 1982 Informatbn Pr ee�� it'". WI 800-655 -2021 M Y �ommiaslon xplfE eNoov. 25. 2001 Os•.,,, • / �...� RONAID F. JOHNSON ll �1y� p h 1 -1186 w 626683 A Wis Y /' EN 1' Q -b �� y's�ecoi 5 �.,, S�R�.F,ERTI URVEY MAP �Mes ��? Located In part of the Southeast arte theast Quarter of Section 26, Township 30 North, Range 18 West, Town of Richmond, St. Croix County, Wisconsin. Prepared for and at the request of: NAR1N£AST CORRNER Richard Ferguson I ��\ _ SEC77M 26 -30 -1B 1381 S.T.H. "65" (FOUND ALUMINUM New Richmond, N 54017 ao �\ COUNTY MOWUM£NT) Drafted by. Ty R. Dodge I I N N LOT 2 N � I CERTIFIED SURVEY MAP PENDING L ------- - - --�- 0 66' TO BE RETAINED BY PLATTER I "a I N UNPLATTED LANDS JJ' j o I 589'43'01 "E 313.00' U) I o 281.31' • q NO ACCESS TO HV".#W 31.69' U ' , \ D U r- 0 — - 6 � 4; Q ( ( W c n ov f U - °u `a f I I ~ I I O LOT 3 o 00 z u E = f TOTAL AREA: :S E `v ' o 0 98.282 SO. FT o 0 ` o o 2 v N :E °am 'd 2.26 ACRES •_ I N H- .° E >, AREA EXC. R -O -W: �� r%� � I O C a 1 88,228 SQ. FT. I I W I A Fa o,� ' 2.03 ACRES 0 ` 0 I I 3 me o2 D:I I I3 iA � > wl :? 8 O o l N o6 ° n 0i O :` N Eo 01 0 m I 41 8 ZI o 0 of S89'43'01 "E 313.00' I L4� JI v c CP o 4 280.65': o u �i ;+� 32.35' ( 3 I III CL wl N 0 a p O I a r IiJ I y l ll l V) m" �I C e r I I ZI cui o �t f0 I I ; � LOT 4 o (o u - TOTAL AREA: APPROVED �= L 1 ► 0 98,282 SQ. FT o b �� m 0 ► 2.26 ACRES , o o ST. CROIX COUNTY w c a x .�' .f I Planning Zoning and Parks Comm ! +�� ►- 0 ► AREA EXC. R -O -W: Z� - v ; 88,022 SO. FT. JUL 1 9 2000 ► 2.02 ACRES 1 W 5 QUARTER CORNER I ; 1 I If not recorded within 30 days of SEC17ON 26 -JO -18 ► I approval date approval shall be (FD. PK NAIL) ► ► 1 null and void ► 1��� EAST OUARMSR CORNER , ► 33.00' 1 SECTJON 26 -30-18 iS'8 9 ' 01 " 49 25.83 280.00' FOUND ALUMINUM � N89'43'01 "W 313.00' COUNTY MONUMENT) EAST -W£ST OUARTER LINE tFrFNn- S89'43'01 "E 5238.83' - - County Section Corner Monument UNPLATTED LANDS I of Record I • Set 1" x 24" Iron Pipe weighing I a minimum of 1.13 pounds per linear foot. JOB #99162 1 ° ° 100 NO TH Prepared by. A & E GRAPHIC SCALE LAND SURVEYING do CIVIL ENGINEERING SCALE IN FEET: 1 inch = 100 feet Phone No. (715) 246 -4319 BEARINGS ARE REFERENCED TO THE EAST LINE OF THE 109 East Third Street, P.O. Box 325 NE 1/4 OF SECTION 26, TOWNSHIP 30 N., RANGE 18 W. New Richmond, WI 54017 WHICH IS ASSUMED TO BEAR S00'19'25 "W. Sheet 1 of 3 Vol. 14 Page 3898 , CERTIFIED SURVEY MAP 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.H. "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 are 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 Department. This restriction applies to the 50' State setback only. The lots of the land division may experience noise at levels 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. � tip 1"f RONALD F. JOHNSON � s —tree w AMERY. Wis. , • y0 Q , �s ,•, o..,., MN JOB 199162 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 Vo1.14 Page 3898 r CERTIFIED SURVEY MAP 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. SURVEYOR'S CERTIFICATE: I, Ronald F. Johnson, a Registered Wisconsin Land 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 18 West, Town of Richmond, St. Croix County, Wisconsin, described as follows: Beginning at the East Quarter corner of said Section 26; thence, on an assumed bearing along the east -west Quarter Line of said Section 26, North 89 degrees 43 minutes 01 seconds West a distance of 313.00 feet; thence North 00 degrees 19 minutes 25 seconds East a distance of 628.00 feet; thence South 89 degrees 43 minutes 01 seconds East a distance of 313.00 feet to the east line of the said Northeast Quarter; thence, along last said east line, South 00 degrees 19 minutes 25 seconds West a distance of 628.00 feet to the point of beginning. Containing 196,564 square feet (4.52 acres). Subject to 140 Street (A Town [toad) along the most easterly line of the above described property. Also subject to all easements, restrictions, and covenants of record. I also certify that this map is a correct representation to scale of the exterior boundaries surveyed and described, that I have complied with the provisions of Chapter 236.34 of the Wisconsin State Statutes and the Subdivision Ordinance of the County of St. Croix and the Town of Richmond in surveying and mapping the same. l o..� Ronald F. Johns Registered Wisconsin Land Surveyor No. 1186 Date A & E Land Surveying & Civil Engineering •71, -71-'- P.O. Box 325 New Richmond, WI 54017 j�S ° 0 ti RONALD F. JOHNSON s -1166 AMERY. W1 . ♦ ��jr�� � Su R J� ��►� �1 N* 1� !tN! (A T 'C oc,c"rnc� o :-' c It M c °o v °mZ -nm en n" Y On O m On W ►- J. < C G d £ ma m r � Z:u�ix Ln Sheet 3 of 3 Vol.14 Page 3898