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% / ' ° , ; ■ � � } ; cl)� ƒ�0 �S0 - 0 m E m # @ _ % g- CL �M� {[' �k %§ 7 / 0) E 8 , CD k ' § �3 to ,CD K o F4� g /§w t 2 CL �_ 3 ° k ® / § 8 / S 8 � § 0 c � � � f s j o 0 0 \_ Oro § / \ ■ ■ ■ / § L ' B � E - t C @ { CD 0 c \ R 0 CL v 4 \ �E£ @ k� 2 2 § " - ■ E a rk: ■ 0 � g ■ � ® k § E $ ® E E _ ° § d 3 0i �z E ; I E o z / z CL CA / � 000> CL ��) % § c CL ƒ \ /E E 7$m 7 ; § A kg ƒ 0» k � )8 k 0 s � ;� � � §/ � c7 2 � # 2 I o N CD § § 0 19 ° 7 � q�fi7 k E I 0 ° t 0 t Q �, ka ® - / \ / ® E K3 II k . R_ ■ CD § I ƒ ^ I « § ( � CL ( 0 2 § ■ c �3 ƒ i \� ƒ 0 o E � D _ \\ } \ § k ± E _ « § § c n r CO) m S S A ' : , $ 000 \ Oro / / \ 3 CO) CA / § 7 7 E m 0 v§ CL 03 _ § CL & & c o I � / ) ? 0 k \ % k moo, q co \t} 2 y C § co 0 / 2 z a « E z & / 2 E ¥ § $ / k ± _ 8 ■ T \ § 2 g m m 2 f 0 A \ / § CD � � � / \ \ , £ C4 ! ® g& /2 +md a § a {E° n C § / / R +k} \ $ . � k\ ' 2 7ƒ k \$ (n o i CD / \ ■ 0 o G / \ f i % 'isconsin epartr r4ant of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Buil$ing Division INSPECTION REPORT Sanitary Permit No: 430424 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: Rott, Harlan Springfield Townshi CST BM Elev: lnsp. BM Elev: BM Description: Section/Town /Range /Map No: � vc'• °G' L�� ��' � 11.29.15. TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark Dosing > Alt. BM Aeration �_ / �� Bldg. Sewer Holding St/Ht Inlet St/Ht Outlet TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic 7 ICU 4t / t Dt Bottom Dosing . k ZS Header /Man. 3 Aeration Dist. Pipe 3 Y, / Z_ iGa- Holding Bot. System 7T S rJ y.7r S 5'S PUMP /SIPHON INFORMATION Final Grade Manufacturer Demand G St Cover ,? Model Number 3 /• 7(� TDH L7 / 2 _ j/ FriC(ion r System eat T t 3 Forcemain Length � Dia. Dist. to well � GG�� SOIL ABSORPTION SYSTEM y a x �z — t3 sf f ar+' 13EDITRENCH Width Length No. Of Trenches PIT DIMENSIONS No Pits Inside Dia. Liquid Depth DIMENSIONS SETBACK SYSTEM TO P/L JBLDG IWELL LAKE /STREAM LEACHING Manufacturer• INFORMATION CHAMBER OR Type Of System: 9C ivG T 33 Model Number: DISTRIBUTION SYSTEM Header /Manifold Distribution x Hole Size �s. x Hole Spacing Vent to Air I71ake 1 s � it Pipe(s) i� .? Length Dia z Length aN Dia ► Spacin _ I /Q� SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded /Sodded xx M.I. Bed/Trench Center Bed/Trench Edges / d Topsoil Yes J No COMMENTS: (Include co a discrgencie persons present, etc.) Inspegt0V1:_ 0 _1. F /0 Inspecti #2: /c� 1 / 1 _ (_'o u _ K 7 No C5 NL n C l mac( --;r 77FF f c /`L C .P fl1 p Location: 1089 Rustic Road #3 Baldwin, WI 54002 (NW 1/4 NW 1/4 11 T29N R15W) NA Lot p Parcel No: 11.29.15. G 1,,- 1.) Alt BM Description = S , % CG vt�..✓ 3 AZ �v�'P'� 1 g.M. b V o�traditl �� 2.) Bldg sewer length = c - amount of cover = Plan revision Required? Yes �iN o Use other side for additional informati 1 Date I epctor's Signature Cert. No. SBD -6710 (R.3/97) . y 1*is Safety and Buildings Division County ' 201 W. Washington Ave., P.O. Box 7082 C O sn Madison, WI 53707 - 7082 Sanitary Permit Number (to be filled in by Co.) Department of Commerce (608) 261 -6546 ) / �; �`�.t.. Sanitary Permit Applicatio \� Sta a Plan I.D. Number In accord with Comm 83.2 1, Wis. Adm. Code, personal inf ation +* .� . ® 5) - qV 5 13'7 ' � S • � D may be used for secondary purposes Privacy Law, s 5.04(1 jec� dress (if fferent than mailing address) I. Application Information - Please Print All Infor — t1 Property Owner's Name X P 1 # Lot # Block # SEP 3 Property Owner's Mailing Add i ro ation /�. 3 ; / City , Stat Zip _ umber �'' r � �' Section O / circle one) T _QLj N; R or W H. Type of Building (check all that apply) Subdivision Name C umber 4r4 or 2 Family Dwelling - Number of Bed ms El Public/Commercial - Describe Use • O / n ❑State Owned - Describe Use q k �( _ ❑City_ ❑Villag9APTownship of IIL Type of Permit: (Check only one box on line A. Complete line B if applicable) A. Vew Sy lacement S y s tem ys ep ys ❑ TreatmentlI-tolding Tank Replacement Only ❑Other Modification to Existing System B. ❑ Permit Renewal ❑Permit Revision ❑ Change of 11 Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Plumber Owner IV. Type of POWTS System: Check all that apply) — (UD ❑ Non - Pressurized In- Ground & Mound > 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 ❑ Drip Line ❑ Gravel -less Pipe ❑ Other (explain) V. Dis ersal Treatment Area Information: Design Flow (gpd) Design Soil Application Rate(gpdst) Dispersal Area R equired (sf) I Dispersal Area Proposed (sf) System Elevation D �V 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 Aerobic Treatment Unit Dosing Chamber VII. Responsibility Statement- I, the undersigned assume responsibility fo Nation of the POWTS shown on the attached plans. PI ti�'N (Prin t) � umber's a ��] ,bffAVRS Number Business Phone Number Plumber's Address (Street, City, Stat , Zip C VIII. Coun /De artment Use Onl Approved ❑ Disapproved Sanitary Permit Fee (includes Groundwater I Date Issued I7: gent Signature (No Stamps) Surcharge Fee) ❑ Owner Given Reason for Denial 35`� *"�i �.� =s f S i IX. Conditions of Approval/Reasons for Disapproval 3> � ��� Ma ni oft �1 6-' SYSTEM OWNER: „6,�,w- '�- �, (J 1 Septic tank, effluent filter and `(` dispersal cell must all be serviced / maintained `�) r�z S s ;,- _ `( as per management plan provided by plumber. -LkZ 2. All setback requirements must be maintained as per applicable code /ordinances. Attacb complete plans (to the County only) for the system on paper mot less than 91/2: 111 Is In sIn C tl t O p SBD -6398 (R. 08/02) 1 P r "- yD •Page of Scale 1 l e P f 10 PNE LL v1 ' i U �. i�, ja SC # 3•Z 3Z� �7 � 1 a! .3 a 11' w ! r!1 ,' r � v iJL• t q z `' Co U M) gl yS , OF 2 ` t PVC IF M. � a ai COPY f )ri , r. t3 *A•1 El .100; 9 '0u 'MP U: eons e� —DWIL n -- ki0_ t3� >. SCE ?UM ►huvM> >Pt�D > 2S Fi�os~'1_ too -, F,zom - j'.uv,�p- - NOTES: I.- Elevations shown are existing ground elevations unless otherwise noted. 2. Install 4" observation pipes with approved caps. ( Z required). 3. Septic tank to be t0 /6SD gallon capacity manufactured by Lv�� �rZ COUCMZM WLP- tbuu /6 - Plf/ W/A 18 0 F1 L-TI1 ? 4. Bench marks- 5. Divert surface water around system to prevent ponding at the uphill side. Safety and Buildings 4003 N KINNEY COULEE RD FCRolx � _ •- -.._,_ LACROSSE WI 54601 -1831 ��� D � TDD #: (608) 264 -8777 Visconsin www.commerc w . io � 4 � www.wisconsin.gov in.gn.go Department of Commerce ?003 Jim Doyle, Governor COUM1� R L. Nettles, Secretary E September 15, 2003 CUST ID No.267341 ATTN: POWTS Inspector ARTHUR L WEGERER ZONING OFFICE WEGERER SOIL TESTING & DESIGN SERVICE ST CROIX COUNTY SPIA PO BOX 74 1101 CARMICHAEL RD RIVER FALLS WI 54022 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 09/15/2005 Identification Numbers Transaction ID No. 905437 SITE: Site ID No. 664553 Harlan Rott Please refer to both identification numbers, 1083 Rustic Rd 3 above, in all correspondence with the agency. Town of Springfield St Croix County NW1 /4, NW1 /4, S11, T29N, R15W FOR: Description: Proposed Three Bedroom Mound System Object Type: POWT System Regulated Object ID No.: 919344 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. The following conditions shall be met during construction or installation and prior to occupancy or use: • This system is to be constructed and located in 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). • 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. • A state approved effluent filter is required. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required. Access to the filter for cleaning must be provided per Comm 84 product approval conditions. • A Sanitary Permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. • Comm 83.22(7) - A copy of the approved plans, specifications and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. INN ARTHUR L WEGERER Page 2 9/15/03 Owner Responsibilities: • Comm 83.52(1)(a) - The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). • Comm 83.52(2) - A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. • The owner is responsible for submitting a maintenance verification report per Comm 83.55, that is acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Fee Required $ 175.00 Fee Received $ 175.00 Gerard M. Swim Balance Due $ 0.00 POWTS Plan Reviewer - Integrated Services (608)- 789 -7892, Mon. - Fri. 7:30 am to 4:15 pm jswim @commerce.state.wi.us WiSMART code: 7633' cc: Leroy G Jansky, Wastewater Specialist, (715) 726 -2544 i TITLE SHEET �U� a za of MOUND SYSTEM FO R A BEDROOM RESIDENCE a � D y� D AK This plan has been prepared in accordance with the Mound Component Manual SBD -1057 P and the Pressure Distribution Manual SBD - 10573 -P CCZ. b199� CR. blgg LOCATED IN THE N\A3 1/4 OF THE N.w 1/4 OF SECTION \ , T ZD� N, R l'S W, TOWN OF S�ZLyy G �l �,D ' , S`T. e� ZU �X COUNTY, WISCONSIN. INDEX PAGE 1 of 7 TITLE SHEET PAGE 2 Of 7 SYSTEM MANAGEMENT PLAN PAGE 3 of 7 PLOT PLAN PAGE 4 of 7 PLAN VIEW -CROSS SECTION PAGE 5 of 7 DISTRIBUTION PIPE LAYOUT PAGE 6 of 7 PUMPING CHAMBER CROSS SECTION PAGE 7 of 7 PUMP PERFORMANCE CURVE PREPARED FOR 14 8 izusT I e \_LZTI 7 3 GL�wWo) ClN, byI S�O PREPARED BY WECGEE;ZER SCI I L . TEST I NG AND. DES S GN SERW I C:E P.O. Box 74 421 N.Main St. River Falls, WI 54022 l �C)N Phone 715- 425 -0165 y� /,,�, Fax '715-425-6864 . .+'' m r ` � WEG RT:Tt1Vrl = EHER PSIS► 6uswpAT6. I.S. ti ETY,4 c fU �(.Lul�•.;GS C OtYR;: t , c JOB NO. Mound System Management Plan p age - L of Pursuant to Comm 83.54, Wis. Adm. Code ' Senti_c Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Slats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1/3 the liquid volume of the tank, If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products are used they shall be approved for septic tank use by the Department of Commerce, Safety and Buildings Division. Pum 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 Svstem 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 B005, 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 shalt be operated in accordance with Comm 82 -84 Wis. Adm. Code, and shall maintained in accordance with its' component manual [SBO- 10572 -P (R. 6/99)] and local or state rules pertaining to system maintenance and maintenance reporting. No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and Pump tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8- inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. Continaencv Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component shall be immediately repaired or replaced with a component of the same or equal performance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced in its' present location by increasing basal area if toe leakage occurs or by removing biologically clogged adsorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. Questions about the operation or maintenance of this system should be directed to: The County Zoning-Office at ST- 0-Ut "A . The system installer at 1 �`j — Z6 g (� g jT The tank manufacturer at S S �1 The effluent filter manufacturer at �S_U\)_ Z"Z_.1 The pump manufacturer at PLOT PLAN Scale 1 "- Page of • - 'gyp' I C NN I tzus,nc \tn 3 CL rrl ti 3 �S of y P\1 c 3z OF- a- -R \00 ©` .'T� 0r- S- ��.- p_L.PIZ- _ OW �o > S p '►?oil �ovty� P > 2- sr C 1Zc1P �2`C`l Uivi : is > n F -,zoom I_1uvX11b - - - - -- NOTES: l.- Elevations shown are existing ground elevations unless otherwise noted. 2. Install 4" observation pipes with approved caps. ( Z required). 3. Septic tank to be' 10 /6S6 gallon capacity manufactured by _Vj V QS �� CoQC wLP- Ibuu 16S0 - M2>W Zt�Z F�LTe 4. Bench marks �. Divert surface water around system to prevent ponding at the uphill side. Pace ADD:oCe SyT thet1.0 COv eri -21C AST-' C33 Distribution Pipe Medium Sand Topsoil --� r_- _��__ g? e• O n, S r 11 b Slope Distribution Cell of Force Main Plowed z" to 2z" A--re From Pump Layer I D 1.S Ft. E \•l7 Ft. CROSS SECTION OF A MOUND SYSTEM F 0, F Ft. G Ft. A q Ft. H 1- o Ft. Lirlezr Loadinc Rate= q, �G�D /ILLY FT 6 SO Ft. De sicn Loae Rate = 38G_D /SQ FT I \S Ft. J Ft. \ '- K rt. �.. - n L 1 Z Ft. -cr— . L r ' I j - Observation Pipe E � K A �-- - -- - -- --- - - - - -- ------=- - - - - -- _ - - -- �� W °—•�'— --- - - - - -- -- -------------------- --�- -o Force Main - — — Distribution Cell of to 2 2 P pip aggregate Observation. Pipe Utachbr secar PLAN VIED OF A MOUND SYSTEM Distribution Pipe Layout Page S of 4 I 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 w ith 3the use of long turn or 45 fitting to inches of the final a point within six grade. Termi the ends of the laterals with a valy ' e, threaded cap or . threaded plug, Provide access from final grade for the valve, threaded can or treaded plug. R1 - T`t P_ 1 ct� L . C,Z�S S _ snt -710 pvc FuC w Latent Manifold Lateral _ x x x x x!2 x!I x x x x ' Lateral Length – Lateral Length – p Distribution Line !�L•PrN V \� - -- SpX a-- -- — –o h M'st,11 Ffl �O S • PvC F=oec� t1 -c o— V P Z Ft. Hole Diameter /1 $ Inch S. 3 Ft, Lateral Inches) X Z 3 Inches Manifold Z• Inches Force Main " Z Inches y J of holes /pipe L 3 Invert Elevation of Laterals K00.0 Ft. 1 3X 1141 = S 33 k6 = 3 L.90 6PK1 Combination Sept.;-c; Tank and PUMP CHAMBER CROS5 SECTION AND SPECIFICATIONS' PAGE OF NEWT CAP WCAT'HER PROOF JUIJCTIOU box . ti C.I. VENT PIPE APPROVED LOCKING 1 10 ' FROM OOOR, ""HOLE COVER 1v111! - ilUDOW OR FRCSH wARtJ1UG LP.gEC. w I}T Z A�IJJTAKE t S cotJDuIT ` Ft Iii tSI}p 6 1 of I Y HIIJ. - - - - -- IS'Klkl. ---- - - - - -- IAJLET L'Q PROVIDE I - • AIRTIGHT SEAL I I I I A Z I Approved �� ��-� I I Approved joint w/ fl -18�o I joint w/ P AL x PVC pipe VC pip AR 6 ' I it - i I C. I I OM 1 I 1 LLLV. FT - -J PUMP � OFF D COUCKETE S 6 00' CLOCK RISER EXIT ,. PERMITTED OIJLy IF TAIJK MAUUFACTURJCR HAS SUCH APPROVAL�3 RAPRti.r<,. 8><DO a av4 SEPTIC E SPECIFICATIOUS oosE �Z ClJ�JC, T R MALWACTUCR: IJUMBER OF DOSES: - - 1 S �= P t= R DAy TAMK SIZE : WLF �� /� S �'�� GALLOAJS DOSE VOLUME z ALARM MUUFACTURCR: S `,' t ��� S�S�s IAICLUDtAJG DACKFLOW: `bZ GJILLON,S MODE lO \�� L WUM 1 8 E R : �.Qj r SWITCH TYPE: _ y)Qmil CAPACITIES: Ac I OR 30 6 G ALLOIJs 8 = IUCHES'OR -�'I6 G�ILLOLlS PUMP MANUFACTURER: 60w —b S L C= y �QZ IU CtiES OR CALLOUS MODEL NUMBER: , � 0 S D s t� l � Z — INC H S OR Z-0'4 GALLOJJS -• SWITCH TYPE: �`��! M OTE: PU M P A p ALA A 0 DC�� MINIMUM DISCKARGE RATE 3 `��$ CPM INSTALLED ON SEPARATE CIRCUITS VERTICAL. DIFFEILENCE DETWEEIJ PUMP OFF AIJO..DISTRIBUTIOW PIPE t MWIMUM METWORK SUPPLY PRESSURE . 6•S� Ff: ET�S_0 x 1. �� y5 FT 'f FEET OF FORCE MAIN X . ,, �o FCFRICTIOU FACTOR. FEET TOTAL DtIWAMIC HEAD = -L o "yQ FEET -. As per manufacturer I - 7 -0 gal /in. Liquid depth Goulds _°f 7 . Submersible r, Effluent Pump 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. Available for automatic and tic cover with integral handle • Farms Motor: manual operation. Automatic 'and float switch attachment • Heavy duty sump • EPO4 Single phase: 0.4 HP, models include Mechanical points. • Water transfer 115 or 230 V, 60 Hz, 1550 Float Switch assembled and ■ Power Cable: Severe duty • Dewafering RPM, built in overload with preset at the factory. rated oil and water resistant. automatic reset. • EP05 Single phase: 0.5 HP, ■ Bearings: Upper and lower SPECIFICATIONS 115 V, 60 Hz, 1550 RPM, FEATURES heavy duty ball bearing Pump: EPO4 built in overload with ■ EPO4 Impeller. Thermo- construction. • Solids handling capability: automatic reset 1 /a' maximum. • Power cord: 10 foot plastic Semi -open design AGENCY LISTING -�, • Capacities: up to 55 GPM. standard length, 16/3 SJTO with Pump out vanes for .�., • Total heads: up to 24 feet. with three prong grounding mechanical seal protection. Co. Canadian Standards Association ` • Discharge size: I V NPT. plug. Optional 20 foot ■ EP05 Impeller. Thermo- o (CSA listed model numbers • Mechanical seal: carbon- length, 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 1041(40 °C) continuous superior strength and 1401(60 °C) intermittent. corrosion resistance. • Fasteners: 300 series METERS FEET stainless steel. 10 j • Capable of running — = ? dry without damage to s 30 components. Pump: EP05 6 • Solids handling 5 g capability: c %' maximum. w _-r-- - - • Capacities: up to 60 GPM. 6 2Q— Total heads: up to 31 feet • Discharge size: 1 NPT. z 5 ' ! _ i • Mechanical seal: carbon- } ! ^ - - -- rotary/ceramic - stationary, ° 1s j 4 - ! BUNA -N elastomers. • Temperature: 3 10 I 104 °F(40°C)continuous i 1401(60 °C) intermittent 2 - 5 i 0 00 10 20 30 40 50 GPM .• 0 2 4 6 8 10 12 math CAPACITY ®1995 Goulds Purrips, Inc, Effective May, 1995 838it r r 1336 Wisconsin Department of Commerce SOIL EVALUATION REPORT PAID Page t of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Steel Soil Service Attach complete site plan on paper not less than 8'% x 11 inches in size. Plan must County St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimemsions, north arrow, and location and distance to nearest road. Parcel I.D. 034 - 102480 -000 Please print all information. eviewe 3 Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). /OLf Property Owner Property Location Rott, Harlan Govt. Lot na NW 1/4 NW 1/4 S 11 T 29 N R 15 W Property Owner's Mailing Address Lot # Block # Subd. Name r CSM# 1087 Rustic Rd 3 na na 2. 2 S •2 Acres Pen o / 9 g �(po City State Zip Code Phone Number I City j Village 01 Town Nearest RZu Glenwood City WI 54013 715 265 - 7890 Springfield Rd 3 New Construction Use: e/ Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD fM Replacement I Public or commercial - Describe: Parent material Ridges and valleys of ground moraines and limestone Flood plain elevation, if applicable na General comments and recommendations: Mound des ign, system elevation 103.60ft based on contour fine elevation 102.60ft. I ❑ Boring # j Boring 16 Pit Ground Surface elev. 103.60 ft. Depth to limiting factor 4 8 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roads GPD/ft° in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Ef€Ak1 *Eff#2 1 0 -10 10yr3/2 none sil 2msbk mfr cs 2f .5 .8 2 10 -29 10yr6/4 none sicl 2msbk mfr gw 2vf .4 .6 3 29-48 10yr4/4 none sicl 2msbk mfr gw na .4 .6 4 48 -60 7.5yr4/4 none sic om mfr na na CO .0 I Boring # I Boring 16 Pit Ground Surface elev. 103.60 ft. Depth to limiting factor 36 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIRz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -8 10yr3/2 none sit 2msbk mfr cs 2f .5 .8 2 8 -24 10yr6/4 none sicl 2msbk mfr gw 2vf .4 .6 3 24 -36 10yr4/4 none sicl 2msbk mfr gw na .4 .6 4 36 -60 7.5yr4/4 none sic om mfr na na 0 .0 } I Effluent #1 = BOD 30 < 220 mg /L and TSS >30 < 150 mg /L " Effluent #2 = BOO < < 30 mg/L and TSS 30 mg/L 17 5 CST Name (Please Print) Signature CST Number David J. Steel 248956 Address Steel Soil Service Date Evaluation Conducted Telephone Number 1564 CR GG, New Richmond, WI 54017 7/10/2003 715 - 246 - 5085 LEGAL ST. CROIX COUNTY WISCONSIN OLD TXSCR02 REAL ESTATE TOWN OF SPRINGFIELD COMPUTER NUMBER 034 - 1024 -80 -050 Parcel Number 11.29.15.166A -10 OWNER NAME: First HARLAN W & DEBORAH M Last ROTT PROPERTY ADDRESS: Hse # 1/2 PD -- Street Name -- Type SD Apartment 1087 HWY 128 SECTION 11 TOWN 29N RANGE 15W 1 /4160 NW 1 /440 NW Line Description Line Description TOTAL ACREAGE 2.250 PLAT CSM 17 -4605 034 -03 LOT01 BLK 01 SEC 11 T29N R15W PT NW NW 15 02 CSM 17 -4605 LOT 1 16 03 (2.25 AC) 1 ADDRESS IS 17 04 MOBILE HOME 18 05 19 06 20 07 21 08 22 09 23 10 24 11 25 12 26 13 27 14 28 F1- General, F4 -Prev. Parcel, F5 -Next Parcel, F7- Valuations, F8- History, F10 -Exit r Property Owner Rott, Harlan Parcel ID # 034 - 1024 -80 -000 Page 2 of 3 3] Boring # Boring j Pit Ground Surface elev. 99.50 ft. Depth to limiting factor 39 in. soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -9 10yr3/2 none sil 2msbk mfr cs 2f .5 8 2 9 -17 10yr6/4 none sicl 2msbk mfr gw 2vf .4 .6 3 17 -39 10yr4/4 none sicl 2msbk mfr gw na .4 .6 4 39-60 none sic om mfr nil nil .0 .0 Q eAaw F-1 Boring # I Boring Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 F-1 Boring # I Boring J Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots MIT in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 * Effluent #1 = BOD 30 < 220 mg /L and TSS >30 < 150 mg /L * Effluent #2 = BOD < 30 mg /L and TSS <30 mg /L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an altemate format, please contact the department at 608 - 266 -3151 or TTY 608- 264 -8777. r • Page 3 of 3 STEEL'S SOIL SERVICE INC. David J. Steel 1564 Cty Rd GG CST - POWTSM Harland Rott New Richmond,WI 54017 Lic. #248956 NWl /4,NW1 /4,S11,T29N,R15W Bus.(715) 246 -6200 Town of Springfield, St Croix Co. Fax.(715) 246 -9372 2 acres Pending This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The location of this test may or may not be as shown, as permanent lot lines were not established at L ' the time the soil test was conducted. Legend N 1" = 40' ♦ = Benchmark Ele. 100.0017t Top of 1/2" pvc pipe • = Alt Benchmark E1e.100.05Ft Top of 1/2" pvc pipe ❑ = Borings Boring Elevations B1 = 103.601 B2 = 103.60Ft B3 = 99.5017t B4 = OO.00Ft l� U P� ) L 2 &OFF- 7 � 3 , PAID 1335 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Steel Soil Service Attach complete site Ian on County p p paper not less than 8%: x 11 inches in size. Plan must St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. 034- 1024 -80 -000 Please print all information, viewed By ate Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location Roft, Harlan Govt. Lot na NW 1/4 NW 1/4 S 11 T 29 N R 15 W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 1087 Rustic Rd 3 na na 40 Acres City State Zip Code Phone Number _j City _J Village a Town Nearest Road Glenwood City WI 1 54013 1 715 - 265 -7890 Springfield I Rustic Rd 3 16 New Construction Use: VI Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD Replacement I Public or commercial - Describe: Parent material Ridges and valleys of ground moraines and limestone Flood plain elevation, if applicable na General comments and recommendations: Mound design, system elevation 99.30ft based on contour line elevation 97.80ft. Boring # I Boring 16 Pit Ground Surface elev. 98.50 ft. Depth to limiting factor 18 in. Sol Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -9 10yr3/2 none sit 2msbk cs cs if .5 .8 2 9 -18 10yr4/4 none sicl 2msbk gw gw na .4 .6 3 18-48 10yr4/4 c2d 7.5yr5/6 sic] 2msbk na na na .4 .6 Boring # I Boring Pit Ground Surface elev. 98.50 ft. Depth to limiting factor 36 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft= in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 "Eff#2 1 0 -9 10yr3/2 none sit 2msbk mfr cs 2f .5 .8 2 9 -24 10yr6/4 none sicl 2msbk mfr gw 1 of .4 .6 3 24 -36 10yr4/4 none sicl 2msbk mfr gw na .4 .6 4 36 -60 7.5yr4/4 none sic om mfr na na .0 .0 * Effluent #1 = BOD? 30 < 220 mg /L and TSS >30 < 150 m Effluent #2 = BOD < 30 mg /L and TSS S mg /L CST Name (Please Print) Signat e: CST Number David J. Steel 248956 Address Steel Soil Service Date Evaluation Conducted Telephone Number 1564 CR GG, New Richmond, WI 54017 711012003 715 - 246 -5085 Property Owner Rott, Harlan Parcel ID # 034 - 1024 -80 -000 Page 2 of 3 3] Boring # J Boring vi Pit Ground Surface elev. 97.10 ft. Depth to limiting factor 18 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 "Eff#2 1 0 -8 10yr3/2 none sil 2msbk mfr cs 1f .5 .8 2 8 -18 10yr6/4 none sicl 2msbk mfr gw 1 of .4 .6 3 1 6 10yr4/4 c2d7.5yr5/6 sicl 2msbk mfr gw na .4 .6 4 36-48 7.5yr4/4 none sic om mfr na na .0 .0 F-1 Boring # Boring Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 F-1 Boring # I Boring J Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 `Eff#2 Effluent #1 = BOD 30 < 220 mg /L and TSS >30 < 150 mg /L " Effluent #2 = BOD <_30 mg /L and TSS - 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please cbhtact the department at 608- 266 -3151 or TTY 608 - 264 -8777. Page 3 of 3 STEEL'S SOIL SERVICE INC. David J. Steel 1564 Cty Rd GG CST - POWTSM Harland Rott New Richmond,WI 54017 Lic. #248956 NWl /4,NW1 /4,S11,T29N,R15W Bus.(715) 246 -6200 Town of Springfield St Croix Co. Fax.(715) 246 -9372 40 acres This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The location of this test may or may not be as shown, as permanent lot lines were not established at the time the soil test was conducted. Legend 1 = 40' ♦ =Benchmark Ele. 100.00Ft Top of I" steel pipe �— • =Alt Benchmark E1e.100.90Ft Top of concrete door pad ❑ = Borings Boring Elevations ______ -. -- --- -- B 1 = 98.50Ft B2 = 98.50Ft B3 = 97.1OR B4 = OO.00Ft - - - - -- � j ; 3 5 S/. r v T f�, 4 G,�dFf— ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP C'- RTIFICA i'ION FORM Owner/Buyer - Ck_ja,,, Mailing Address _ 3 Property Address lr 0-/. (Verification required from Planning Departmen or new construction) City /State arcel Identification Number LEGAL DESCRIPTION Property Location /U W ' /,, tip /,, Sec. j . T21N -R W, Town of Subdivision + Certified Survey Map # , Volume , Page # Warranty Deed # ,Z_? 7,00 Volume �2Z� Page # 13 Spec house ❑ yes �T no Lot lines identifiable 4 yes ❑ no SYSTEM MAINTENANCE Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a masterplumber, journeyman plumber, restrictedplumber or a licensedpumper verifying that (1) the on -site wastewaterdisposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 days of the three year expiration date. ` 03 SIGNATURE OF APPLICANT DATE OWNER CERTIFICATION I (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of t descri ed above, by virtue of a warranty deed recorded in Register of Deeds Office. SIGNATURE OF APPLICANT DATE * * * * ** Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department. * * * * ** ** Include with this 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 J 2 14 2 P 13 KATHLEEN H. WALSH REGISTER OF DEEDS STATE BAR OF WISCONSIN FORM 2 - 2000 ST. CROI X Co. VII Document Number WARRANTY DEED RECEIVED FOR RECORD This Deed, made between Waldo Rott and Donna Rott, husband 02/14/2003 08 :30AN and wife EXEMPT # REC FEE: 11.00 Grantor, and Harlan W. Rott and Deborah M. Rott, husband and wife TRANS FEE: 235.40 COPY FEE: CERT COPY FEE: PAGES: 1 Grantee. Grantor, for a valuable consideration, conveys and warrants to Grantee the following described real estate in St. Croix County, State of Wisconsin (if more space is needed, please attach addendum:) Northwest Quarter of Northeast Quarter (NW 1/4 of NE 1/4); Record A rea West H2lf of'.dorthetist Qaa;! :er of Northeast Quart.. ^.r (`?V 1 /2. of NE 114 of NE 1/4); and North Half of Northwest Quarter (N 1/2 of NW 1/4); all Name and Return Address in Section Eleven (11), Township Twenty -nine (29) North, Range Fifteen FIRST NATIONAL BANK OF BALDWIN 15 West. 990 Main Street PO BOX 2060 Baldwin, WI 54002 034- 1024 -20; 1,034- 1024 - 30,034- 1024 - 70,034- 1024 -80 Parcel Identification Number (PIN) Ibis is not homestead property. (W (is not) Exceptions to warranties: Easements and restrictions of record. Dated this �� day of Febi'"G(lLI'L( 2003 * * Waldo Rott zv * * Donna Rott AUTHENTICATION ACKNOWLEDGMENT Signature(s) STATE OF WISCONSIN ) ) ss. St. Croix County) authenticated this day of r Per s onally came before me this f/ �' I day - of. t�UYL(L� Z4 2003 d : Waldo Rott and Donna Rott TITLE: MEMBER STATE BAR OF WISCONSIN — (If not to me known to be the person(s) who exg',c or oir authorized b 706.06 instrument and acknow ged the sambb,a� Y § , Wis. Stats.) ? •' THIS INSTRUMENT WAS DRAFTED BY * 4'% •••......• Thomas A. McCormack Notary Public, State of WISCONSIN 7A T ' ,.•�`��� Baldwin, WI 54002 My Commission is permanent. (If not, state -&piration date: G( (Signatures may be authenticated or acknowledged Both are not necessary.) - M AI Ia o * Names of persons signing in any capacity must be typed or printed below their signature. WARRANTY DEED STATE BAR OF WISCONSIN FORM No. 2 - 2000 INFO - PRO (80055 -2021 www.infoproforms.com 7 4 3 4 8 ' 2431 P 509 ✓�' • KATHLEEN H. WALSH REGISTER OF DEEDS ST. CROIX CO., WI RECEIVED FOR RECORD 10/08/2003 12:45PH EASEMENT Document No. I I EXERT # I I REC FEE: 21.00 TRANS FEE: COPY FEE: 7.00 DECLARATION OF I CC FEE: EASEMENT FOR I PAGES: 6 PRIVATE ROAD AND PUBLIC UTILITIES I RECEIVED I . Return to: OCT 0 8 2003 1 )AAQ \QJMe'ZV1 Rlb� C'v I \ t 8n (Z�s Rd 3 ST. CROIX COUNT';" I c:.\tnut:-� ZONING OFFICE i 034- 1024 -80 Parcel Numbers THIS DECLARATION (the Declaration) is executed as October 8, 2003, by Harlan W. Rott and Deborah M. Rott (the Declarant). I R E C I T A L S: A. The Declarant is the owner of certain real property located in St. Croix County, Wisconsin, as described on the attached Exhibit A and referred to on the exhibit and in this Declaration as the Property. B. The Declarant has subdivided the Property by the creation of Lot One (1) of Certified Survey Map filed September 8, 2003, in Volume 17 of Certified Survey Maps, at Page 4605, as Document No. 739153. C. Any lots that are created by the future subdivision of the Property are referred to in this Declaration as the Lots. D. Certain real property more particularly described on Exhibit B attached to and made a part of this Declaration is referred to in this Declaration as the Roadway Property. E. A portion of the Roadway Property may be improved as a private road ( the Private Road) . F. The Declarant wishes to create a nonexclusive easement over the Roadway Property under the terms of this Declaration. DECLARATION The Declarant declares that: 1. Definitions. The terms set forth in this Section 1 shall have the following definitions: (a) Municipality: The Town of Springfield, Wisconsin. (b) Owner: The person or persons, including any business organization, having the power to convey the fee simple title to any portion of the Property. 2. Creation of Easements. The Roadway Property shall be subject to the following easements, all of which shall be perpetual and nonexclusive: a Vehicular and Pedestrian Access Easement: An l ' tl, 2431P 510 easement for ingress and egress for the purpose of granting to all of the Owners and their occupants, agents, employees, guests, licensees, and invitees vehicular and pedestrian access across the Roadway Property; (b) Utility Easement: A public utility easement for the purpose of permitting public utilities to install, lay, operate, repair, and maintain underground pipes and conduits for water, storm sewer, sanitary sewer, cable television, gas, and electric service under the surface of the Private Road; and (c) Fire Department and Vehicular Access. An easement for emergency access by the local fire department or any other emergency services, and for ingress and egress for garbage trucks and other service vehicles for the purpose of granting the providers of these services vehicular and emergency access across the Private Road. 3. No Parking in Private Road. Parking shall not be allowed on the Private Road, except that parking shall be allowed in visitor parking areas located off of and adjacent to the drive aisles. 4. Owners' Easements. The easements granted to the Owners under this Declaration shall be appurtenant to and shall pass with the title to the Property and any portion of the Property. The Owners' easements created by this Declaration shall be subject to the following: (a) The right of the Declarant to establish reasonable rules regulating use of the Private Road; and (b) The right of the Declarant to dedicate or transfer all or any part of the Private Road to any public agency, authority, or utility for such purposes, and subject to such conditions, as may be agreed to by the Declarant. No such dedication or transfer shall be effective unless the public agency, authority, or utility agrees to accept it. 5. Association. In the event Declarant further subdivides the Property, Declarant may choose to form an Association to provide for Membership, Directors, and Obligations of respective subsequent Owners of portions of the Property. 6. Obligations of the Declarant. The Declarant, subject to the rights of the Owners set forth in this Declaration, shall be responsible for enforcing this Declaration, exercising exclusive management and control of the Private Road, and keeping the Private Road in good, clean, attractive, and sanitary condition, order, and repair (including timely removal of snow and ice, patching, repairing, and resurfacing) . Declarant may, upon conveyance of any portion of the Property, assign all or some portions of the obligations to subsequent Owners or the Association. 7. Damage or Destruction of Private Road. If any portion of the Private Road is damaged or destroyed by an Owner, by any of the Owner's guests, tenants, licensees, or agents, or by a member of the Owner's family, the Owner authorizes the Declarant to repair the damaged area. The Declarant shall have the right to repair the damaged area in a workmanlike manner in conformity with the original plans and specifications of the area involved, or as the area may have been modified or altered subsequently by the Association or the Declarant in the discretion of the Declarant. The amount necessary for the repairs shall become a special assessment on the Lot of the Owner. Furthermore, any public utility installing any improvements within the Private Road shall restore the surface of the Private Road to its condition existing before the installation. 1,616, I A 2431P 511 8. Collection. The right to collect or enforce the collection of charges assessable to the Owners is exclusively delegated to the Declarant. The Owner of a Lot, or any portion of a Lot, shall be personally obligated to pay charges that were assessed or, accrued upon the land owned during the period of ownership. All charges that are unpaid when due shall from that date become and remain a lien upon the Lot until paid, with interest on the charges from the due date of 12% per annum until paid in full. The Declarant shall have the sole right to bring all actions and proceedings for the collection of the charges and for the enforcement of liens securing the charges. Any liens securing unpaid charges arising by virtue of this Declaration shall be subject and subordinate to the lien of any first -lien mortgage whether the mortgage is executed or recorded before or after the creation of the liens. Nothing in this Declaration shall prevent or impede the collection of lawful charges, taxes, or similar charges by the Municipality. The Declarant may commence a collection action against any Owner personally obligated to pay the charges or an action to foreclose the lien for the charges against any Lot. Any such foreclosure action may be brought, at the Declarant's election, either in the same manner as an action to foreclose a real estate mortgage or as a proceeding to enforce a lien under chapter 779 of the Wisconsin Statutes. The Declarant shall, upon the written request of an Owner or purchaser of any Lot, issue a Certificate of Status of Lien. If an attorney is retained to enforce any delinquent charges, reasonable attorney fees, title charges, court costs, and other costs incurred shall be added to and become a part of the charges. 9. Covenants Run with Land. All of the terms and conditions in this Declaration, including the benefits and burdens, shall run with the land and shall be binding upon, inure to the benefit of, and be enforceable by each owner and their respective successors and assigns as owners of the Lots. The easements granted under Section 2(a) of this Declaration are easements appurtenant to the Lots and may not be transferred separately from, or severed from, title to the Lots. Furthermore, the benefits of the easements granted under Section 2(a) may be extended to any properties other than the Lots without the consent of the owners of the fee simple interest of all of the Lots. Each Owner shall cease to have further liability under this Declaration with respect to facts or circumstances first arising after the Owner has transferred its fee simple interest in a Lot, except, however, for such obligations as accrued during the Owner's period of ownership of fee title to the Lot. 10. Non -Use. Non -use or limited use of the easement rights granted in this Declaration shall not prevent the benefiting party from later use of the easement rights to the fullest extent authorized in this Declaration. 11. Governing Law. This Declaration shall be construed and enforced in accordance with the internal laws of the State of Wisconsin. 12. Notices. All notices to any Owner under this Declaration shall be delivered in person or sent by certified mail, postage prepaid, return receipt requested, to the other party at that party's last known address. If the other party's address is not known to the party desiring to send a notice, the party sending the notice may use the address to which the other party's property tax bills are sent. Any Owner may change its address for notice by providing written notice to the Declarant. 13. Invalidity. If any term or condition of this Declaration, or the application of this Declaration to any person or circumstance, shall be deemed invalid or unenforceable, the remainder of this Declaration, or the application of the term or condition to persons or circumstances other than those to which it is held invalid or unenforceable, shall not be affected thereby, A 2431P 512 and each term and condition shall be valid and enforceable to the fullest extent permitted by law. 14. Waiver. No delay or omission by any party in exercising any right or power arising out of any default under any of the terms or conditions of this Declaration shall be construed to be a waiver of the right or power. A waiver by a party of any of the obligations of the other party shall not be construed to be a waiver of any breach of any other terms or conditions of this Declaration. 15. No Public Dedication. Nothing in this Declaration shall be deemed to be a gift or dedication of any portion of the easements granted under this Declaration to the general public or for any public purpose whatsoever (except to the extent dedication occurs as provided in Section 4(b)). The Association may take such measures as it may deem necessary to prevent the dedication to the public of the Private Road, whether by express grant, implication, or prescription, including, without limitation, the posting of "Private Road," "No Through Traffic" or "No Trespassing" signs. Such measures shall not, however, unreason- ably interfere with the easement rights granted under this Declaration. 16. Assignability of Declarant's Rights. The Declarant may, by a written, recorded assignment, transfer its rights as Declarant under this Declaration to any person, who, effective upon the recording of the assignment, shall be the Declarant for all purposes under this Declaration. 17. Nonforfeiture. Any violation of these restrictions shall not result in a forfeiture or reversion of title to any Lot. 18. Attorney Fees. If any action or suit is brought to enforce the provisions of this Declaration, the party who prevails in the action or suit shall be entitled to recover its court costs and attorney fees from the other party. Dated: October 8, 2003 Harlan W. Rott ,a Deborah M. Rott ACKNOW STATE OF WISCONSIN COUNTY OF ST. CROIX This instrument was acknowledged before me on 0 ober 8, 2003 by Harlan W. Rott and Deborah M. Rott. Notary Public, State of Wisc ©... My commission ems: .� yr' .V�� •e • . A'' r 2431P 513 CONSENT OF MORTGAGEE The undersigned, being the holder of a mortgage against the Property, consents to the grant of the easement set forth above and agrees that its interest in the Property shall be subject to this Declaration. Dated: October S` 2003 FIRST BANK OF BALDWIN by. J(YsepH Ruf(tp"el Assistant Vice President ACKNOWLEDGMENT STATE OF WISCONSIN COUNTY OF ST. CROIX This instrument was acknowledged before me on October , 2003 by Joseph �Bjnpel, Assistant Vice President of First Bank of Ba ldwin. - A V � A., • O OW • • yr Notary Public, State of Wisconsin �'�►•• `� `4r My commission expires: lnaq S�, apo( 'o/ f This document rafted;` by Thomas A. McCormack Attorney at Law PO Box 2120 1020 10th Ave. Baldwin, WI 54002 715 - 684 -2644 State Bar No. 01011884 I I .d" 2431 P 514 EXHIBIT A Northwest Quarter of Northwest Quarter (NW 'i of NW 1 9) of Section Eleven (11) , Township Twenty -nine (29) North, Range Fifteen (15) West, St. Croix County, Wisconsin. EXHIBIT B A 66' wide strip of land for ingress and egress purposes located in the NW% of the NWT of Section 11, T29N, R15W, Town of Springfield, St. Croix County, Wisconsin, being 33' on either side of the following described reference line: Commencing at the NW corner of Section 11, T29N, RI5W: Thence S01 ° 56' 51 "E along the west line of the NW'-4, 461.05 to the northwest corner of the Certified Survey Map recorded in Volume 17 of Certified Survey Maps, Page 4605, said point also being the point of beginning of said reference line: Thence S89 ° 48' 23 "E 254.96' along the north line of the Certified Survey Map recorded in Volume 17 of Certified Survey Maps, Page 4605 to the end of said reference line. The side lines of said 66' wide easement shall extend to intersect the east and west lines of the Certified Survey Map recorded in Volume 17 of Certified Survey Maps, Page 4605 and their extension. CERTIFIED SURVEY MAP LOCATED IN THE NW 114 OF THE NW 114 OF SECT 11, T29N, R 15W, TOWN OF SPRINGFIELD, ST. CROI X COUNTY, WISCONSIN. NOTE: BEARINGS ARE NW CORNER OF SECTION REFERENCED TO THE WEST 11. ( SET CONCRETE LINE OF THE NW l i4. NAIL FROM TI ES). (ST. CRO l X COUNTY I COORDINATE SYSTEM). o, UNPL ATTED LANDS PREPARED FOR: �I- I HARLAN ROTT I � I 29. 06 — .�.._. _._.._. ._ •-�. •� r rn I 33' I 33' I DR E 100' y ' m :r I w I y L 0T wECL ~ 2.25 ACRES SHE : ,201 SO. FT. 2 I = I 2. 00 EXC. RiW y ' ;p OI o l 87. 17 . 0. FT. O ;� rn a I • . � O I (A i w i 10 0' _ SFpT�C TEST w i w I APPR I Plann 33' I inq ZoC t QOnd Parks Grp , I 33 I I IOO' m SEP 082003 e I It not recorded appro wI ap I date ap r hin 30 days p ` ^ 1► I I null and °vat shall b � I d void ' N _ Rn r= -{ + 28. 2 ' 226. T6' > I z N89" 48' ' 16r 254.96' 23 I — , UNPL A 7N A L AIDS a a O • SET 1' 0. D. X 24' IRON PIPE Q WEIGHING 1. 13LOS PER LINEAR FOOT JAMES M . �t WEBER 9.104 1' •60' SHEET I OF 2 sPwW�wJfY' Q 0 30 60 120 JAMES 2003059 THIS INSTRUMENT DRAFTED BY JIM WEBER LANDM14R NG i6k DATED.-`