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022-2001-20-300
r I WisconsincDepartmenfofCommerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety Building bivision INSPECTION REPORT / Sanitary Permit No: 420636 0 GENERAL INFORMATION (ATTACH TO PERMIT) ! s to pI I No: p Personal information you provide may be used for secondary purposes [Privacy Law, s.16.04 (1)(m)]. VVV ' _ r . / 6. 4 Permit Holder's Name: City Village X Township Parcel Tax No: Pfuehler, Phil & Kim Kinnickinnic Township 022 - 2001 -20 -300 CST BM Elev: Insp. BM Elev: IBM Description: C- it 00 • La � C STE3�� Z- # 13(- 3 14A1.0 DR. TANK INFORMATION ELEVATION DAT 3j TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark Dosing _ l — elf Alt. BM Aeration Bldg. Sewer r . O Sr }. Sb Holding St/Ht Inlet St/Ht Outlet TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic i f f Dt Bottom + G4 TO S, 3 o I L4 .I c 2. Dosing tt Header /Man. too 3•t IO . Aeration Dist. Pipe 13. Z0 r 3. Z 1.20 Holding Bot. System a b•� Final Grade ` PU ISIPHON INFORMATION r W %-i (Z + so LW -- /) Manufacturer . Demand St Cover wt. L GPM Model Number SO 3► •`ts VA Z i CD • I o DH Lift Friction Loss System Head TDH Ft 6 6 �- . Z / orcemain Length t Dia. Dist. to Well ,.. IV -1 , p SOIL ABSORPTION SYSTEM z BED/TRENCH Width t Length ' No. Of USPAI;ws PIT DIMENSIONS No. Of its Inside Dia. Li uid De th DIMENSIONS elm Xj SETBACK SYSTEM TO P/L LDG WELL LAKE /STREAM LE Manufacturer. INFORMATION Type Of System: t CH E 2`� y UNIT I Number: DISTRIBUTION SYS . M r eader1Manifold istribution x Hole Size x Hole Spacing Vent to Air Intake ength tD • O Dia 7— t` Length � Spacin 10 U SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded /Sodded xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil Yes [ No Yes [] No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: / 2/ / Inspection #2: S / 22 163 Location: 1363 Halo Dr River Falls, WI 54022 (NW 1/4 NE 1/4 35 T28N c, R 18W) NA Lot 3 (" Parcel No: 35.28.18.546 1.) Alt BM Description = 1 2.) Bldg sewer length = -J- 1 - amount of cover = y 1( �1 . 3.) Contour= �I�•S - p f �a-3.3t� . tom" _ CO - �$ r � Plan revision Required? ( -] Yes No o I j L ID other side for additional information. _ - 6710 (R.3/97) to ` Insepctor's Signature Cert. No. i r�(2 bS r ON Coif( T Z0 L 'f LA J Safety and Buildings Division ry ' - - - - -- ® 201 W. Washington Ave., P.O. Box 7162 ` ® Madison, WI 53707 - 7162 Site Address Department of Commerce I ( _ 9 _� �� � v Sanitary Permit Application Sanitary Permit Number In accord with Comm 83.21, Wis. Adm. Code, personal information you provide ❑ Check if Revision may be used for secondary purposes Privacy Law, sl5. 1 m I. Application Information - Please Print All Information State Plan I,p N�unbeF� i Ili `r « y erty Owner's , N � Parcel Number 3� • 2 (0 Propener's Mailing Adkss Prope Location "- 'k � 'A, S T � v N, R 1 V E City, State Zip Code Phone Number Lot Numb ) Bloc Numbe (S- Subdivision Name CSM Number 13 . Type of Building (check all that apply) . 0� ❑Cig 1 or 2 Family Dwelling - Number of Bedrooms S t. f�Pin "� 1 ❑village ❑ Public /Commercial - Describe Use _ n/� �io�vnship 1 nll i, , 1 El State Owned MP"- w) X 57J �C,ex 1't �a' ►24fw A_, `� Nearest Road' h 2 -o aF 4i1/ a "D" Road, )!nV�� M. Type of Permit: (Check only one box on line A (numbering scheme for internal use). Complete line B if applicable) A. 1 ANew 2 ❑ Replacement System 3 ❑Replacement of 6 ❑ Addition to For County use S m Tank Onl Existing System B. ❑ Check if Sanitary Permit Previously Issued Permit Number Date Issued IV. Type of Permit: (Check all that appl )(numbering scheme is for internal use) 44 ❑ Non - Pressurized In- Ground 21 Mound 47 ❑ Sand Filter 50 ❑ Constructed Wetland 22 ❑ Pressurized In -Ground 41 ❑ Holding Tank 48 ❑ Single Pass 51 ❑ Drip Line 45 ❑ At -Grade 46 ❑ Aerobic Treatment Unit 49 ❑ Recirculating 30 ❑ Other V. Dis ersal/'h•eatment Area Information: Design Flow (gpd) Dispersal Area Dispersal Area Soil Application Percolation Rate System Elevation Final Grade Required Pro sed Rate(Gals. /Days /Sq.Ft.) (Min./Inch) Elevation i s �d Ir h 1}u So 1 `I c 0, VI. Tank Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Tanks Concre Constructed Glass New Existing Tanks Tanks Septic or Holding Tank ) y ��e� Dosing Chamber _ - _�� V II. Responsibili Statement- I, the undersigned, assume responsibility for don of the POWTS shown on the attached plans. is N e c� Plumber's SJ'gnatu MP S Number Business Phone Number �I ► ?- 115 -(��1� �Z �� PW�7 ber's Address (Street, City, tate, Zip Code) Lo Zq`u S4 - " VER. /De artment Use Onl pproved 11 Disapproved Sanitary Permit Fee (includes Groundwater Date Issued 744, gent Signatu o Stamps) Surcharge Fee) _ El Owner Given Initial Adverse Determination 7 7 D IX. Conditions of Approval/Reasons for Disapproval _ d_ I wl "l ( 6 - e -HIA /JZ t/ +�/t�° d" °� ' S eC- �s lz � �S C 1�I�c s1 i vn�)e ✓��-�� � Z li It 1�Y1 �O P/t/ wl1S f'1/ Y: rte. �' n 2 1���� ' 3,y/es. �- ,� ✓�tt.f � 6e �e as nn.�d�d � " nz 3, - — / /Qty -aid Nucaf ,� c _4 f •, �, Attach eomplet plans (to the County only) for the system on paper not less than 81/2 a 11 inches in size / S� X- o// ' ravt ri.ruv Scale 1"= W ft)' •Page of 9.Ptl_� 7EZJU� _ o. � po�D�i� -(15►4 ���'P Yp D ec 1 y'fpVC LnT fj LoT_Z Q _ r z�avc r.M aoTM wt oF — LZ LOOS 33 c�1 �5• \ \\i � �z o D p 1V 0r Cpwtp t4-e - l 33' nor � S "� �``�\-z-UVl �1P� s Mw. a� - for Cu 12.ttJL�1Z M Tl&'Q 1L S C 3 , � MOLINC3 NOTES: 1. Elevations shown are existing ground elevations unless otherwise noted. 2. Install 4" observation pipes with approved ca ( Z required). 3. Septic tank to be l ubo1(-3k) ga 1on capacity - manufact d by \Ajt kJ t9 -1000 ZNr e FIL 4. Bench mark % , 3 r 3UU� 5. Divert surface water around system to prevent ponding at the uphill side. Safety and Buildings ` 4003 N KINNEY COULEE RD LACROSSE WI 54601 -1831 TDD #: (608) 264 -8777 *isconsin www commerc .wis ons Department of Commerce www.wisconsin.gov Scott McCallum, Governor Philip Edw. Albert, Secretary December 10, 2002 CUST ID No.267341 ATTN.• POWTS Inspector ARTHUR L WEGERER ZONING OFFICE WEGERER SOIL TESTING & DESIGN SERVICE ST CROIX COUNTY SPIA PO BOX 74 1101 CARMICHAEL RD RIVER FALLS WI 54022 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 12/10/2004 Identification Numbers Transaction ID No. 818185 SITE: Site ID No. 654160 Phil & Kim Pfueler Please refer to both identification numbers, Halo Drive above, in all correspondence with the agency. Town of Kinnickinnic St Croix County NWl /4, NEl /4, S35, T28N, R18W Yam FOR: 3 & C Description: Pro ose Four edroom Mound System Object Type: PO m Regulated Object IH No.: 884979 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 10 1.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. The following conditions shall be met during construction or installation and prior to occupancy or use: General Approval Conditions: • This system is to be constructed and located in accordance with the enclosed approved plans. V• Pursuant to outlet filter product approval stipulations, maintenance information must be given to the owner of the POWTS explaining that periodic cleaning of the septic tank outlet filter is required. The access opening used to service t e i ter s a terminate at or a ove finis a grade wrt h a watertight cover. • 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. Conditionally PARTMENT aF COMMERCE ,WISION OF SAFFTV Alin n.... ARTHUR L WEGERER Page 2 12/10/02 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. • The owner is responsible for submitting a maintenance verification report per Comm 83.55, that is acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 Gerard M. Swim POWTS Plan Reviewer - Integrated Services (608)- 789 -7892, Mon. - Fri. 7:30 am to 4:15 pm WiSMART code: 7633 jswim@commerce.state.wi.us cc: Leroy G Jansky , Wastewater Specialist, (715) 726 -2544 Y t f TITLE SHEET Page of - 7 MOUND SYSTEM FOR A 3 BEDROOM RESIDENCE This plan has been prepared in accordance with the Mound Component Manual SBD -105 7P and the Pressure Distribution Manual SBD- 10573 -P C tz. 6 / qq C tz, b 194 LOCATED IN THE Iy'� /4 OF THE NEi 1/4 OF SECTION '35 ,T ZS N, R LS W, TOWN OF �11utC4�L1�1�J ��' S`T'- C° �?�} EX COUNTY, WISCONSIN. L,oT 3 0 F C SM INDEX PAGE 1 of 7 TITLE SHEET 141. PAGE 2 Of 7 SYSTEM MANAGEMENT PLAN PAGE 3 of 7 PLOT PLAN PAGE 4 of 7 PLAN VIEW -CROSS SECTION '9� PAGE 5 of 7 DISTRIBUTION PIPE LAYOUT PAGE 6 of 7 PUMPING CHAMBER CROSS SECTION � r' PAGE 7 of 7 PUMP PERFORMANCE CURVE PREPARED FOR 1 -0 , ipmZh PREPARED BY k1ECCE[:;.ER SO S L - TEST S iVCS AND . I)ES I (Sr4 S1= X CE m9r P.O. Box 74 421 N.Main St.' ��� A� River Falls , WI 54022 '�'��/ jaw sf,,..... "•••. Phone 715 - 425 -0165 y Fax 715 -425 -6864 ffi W'cSEF:_.'. EiCdWvNTu. j •...•..+w�uurliS `7-- —O"L �SEE �RESP NDENCE JOB NO. -Mound System Management Plan page Z of Pursuant to Comm 83.54, Wis. Adm. Code S_S_ eoticTank �� 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 assesse d least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. Th i er cartrid a shou not a remove unless provisions are made to retain hat may slough off the filter when. from its enclosure. t e alarm is activate con a arm, the fitter shall be serviced if ate sur a 11OWS 01 dii impending continuous alarm. The septic tank shall have its cone moved when the volume of sludge and scum in the tank exceeds 113 the liquid volume of the tank If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products are used they shall be approved for septic tank use by the Department of Commerce, Safety and Buildings Division. Pump Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary. Mound and Pressure Distribution System • No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October - February) dictate that the mound be heavily mulched for frost protection. Influent quality into the mound system may not exceed 220 mg /L BOD5, 150 mg/L TSS, and 30 mg /L FOG. Influent flow may not exceed maximum design flow specified in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the initial test when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and any levels above 4 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. General This system shall be operated in accordance with Comm 82 -84 Wis. Adm. Code, and shall maintained in accordance with its' component manual [SBD 10572 -P R. -6/99 ( )] and local or state rules pertaining to system maintenance and maintenance reporting. -�•. P 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. Conlin enc 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 b increasing occurs assn and dispersal media, and related piping, and replacing said components as deemed nec necessary to fi brin i th system into prope on operating condition. rY 9 Y Questions about the operation or maintenance of this system should be directed to: The County Zoning-Office at \ S - $ 6 - 1 4 6 U °LW \_K The system installer at _ `� �S — Z Z _533(, The tank manufacturer at 800 X __1 _'$ LVL The effluent filter manufacturer at g — ZZ( —S The pump manufacturer at -- -- PLOT PLAN Scale 1"= q Z) P age 3 of �o D �"-7 ,OF L4 it pV C Lur 3 �� LO T 2 �orJl LPL, ° i8•S' i3o1Tc� ►+-t o�� . 33 . D p YV i C-U" ? IT e.'I — %1vdZ\,s \ \\ L, DoT Uhie, o, Lor Cuy��� G = 0 N_::'L `' H 0, 11y" btq PvC PLP B E NT- - UL T 'Z. S NOTES: 1. Elevations shown are existing ground elevations unless otherwise noted. 2. Install 4" observation pipes with approved cap-a,( Z required). 3. Septic tank to be l \-)oo 16S�) gallon capacity- manuf-act d by 4. Bench mark S , 3Ls) �30U�, 5. Divert surface water around system to prevent ponding at the uphill side. Page L -) - 0 7 Approved Synthetic Covering ASTH C33 Distribution Pipe Medium Sand Topsoil El - - -- F 3 E b Z 1Z% Slope Distribution Cell of Force Main Plowed 2" to 2- " Aggregate From Pump Layer E Z. Z3 Ft. CROSS SECTION OF A MOUND SYSTEM F Ft. G o. S Ft. A 9 Ft. H t.0 Ft. Linear Loading Rate B SO Ft. Design Loading Rate 0. 3 gGPD /SQ FT ` I - I q Ft. �Crs o s V J 1O Ft. K 1Z Ft. lternate j on L ? L4 Ft . W 33 Ft. L � - Observation Pipe - $ � K A - -- --- - - - - -- -------- - - - - -- --- - -- � _ _ Force Main W L - - -� -- - - -------- _ - - --- Distribution 1 " 1 Pipe Cell of � to 2 aggregate Observation Pipe (lnchbr securely) PLAN VIN OF A MOUND SYSTEM - Distribution Pipe Layout Page S of — 1 Place the holes at the bottom of the distribution i p es at equal spacing. Remove all burrs from the pipe and holes. Extend the end of each lateral up with the use of Iong turn or 45 fitting to a point within six inches of the final glade. Terminate the ends of the laterals with a vaive,:threaded cap or . threaded plug. Provide access from final grade for the valve, threaded cap or threaded I Pug 7'1T 1 L pv C Fv� PvC Lateral Manifold Lateral x x x x x2 x2 x x x x Lateral Length — Lateral Length —"p Distribution Line P C - i}cc�a-�s soX — —o S i 0__ y F Z y Ft. Hole Diameter J � Inch - S Ft, Lateral _� Inches) X Z3 Inches Manifold Z Inches Force Main " Z Inches l of holes /pipe 1 Invert Elevation of- Laterals 1Dl• O Ft. Combination Septic; and PUMP CHAMBER CROSS SECTION ANO SPECIFICATIONS' PAGE OF VEUT CAP WEATHER PROOF JUIJCTIOU BOX , `I C.Z. VE)JT PIK I APPROVED LOCKIAlG lO FROM OOOR, AAJJIfOLE COVER tvlV :IIIJDOW OR FRESH wARN1UG t- N%IEL »3p�pN � IpE couputT ~ w!>cL}�stt7' zlrP �, AIK IIJTAKE t S iFED G P_t5p E If U.1LET PROVIDE I - -- - 7TAIRTI614T SEAL Approved zm'� Ft� -.A 1�1 Approved joint w /, I II I joint w/ PVC pip ALARM PVC pipe 1 I I i ow c •� I �3.9� 1 I LLEY fT. 7 PUMP -1 __J OFF p COU CKETE t:EL(z 7: $ 3. p ' - DLOCK - 515CR EXIT PERMITTED 01JLy IF TAIJ MA). HA.S SUCH APPROVAL , I 3 "AAPRti.t;D tN4 SEPTIC f SPECIFICATIOKJS DOSE TA Li KS MA►IUFACTURCR: C _cMDZ_ - NUMBER OF DOSES: LL -q PER DAB TAMK SIZC: 1 ZUU bSO r- ALLOkJS DCSE VOLUME z ALARM MAUUFACTUREI2: 5. �- � S S`r LS�,,S 11ICLUDIAIG 6AGKFL0W: `105 (,ALtOht$ MODEL AIUtABER: Imo` HLJ CAPACITIES: A= 1a IUC14E50K CALLOUS SWITCH TAPE: GQLLOUS PUMP MAIJUFACTURLA: �. S C = j �Z W CHES OR S GALLOIJS MODEL MUMBER: C 33 D= `� I I 4INZHES Olt \ � S ' S 6ALLOMS SWITCH TYPE: - JA TlzeuVZy DOTE: QU AUD ALARM ARC TO 6C MWIMUM DISCKARGE RATE 31 ,9D GPM INSTALLED OW 5EPARATE CIRCUITS VERTICAL DIFFERENCE DETWCEU PUMP OFF AUD..015TRIBUTIOW PIPE.. 04 FEET + M IU IMUM NETWORK SUPPLY PRESSURE , , , 6.5o FCET + FEET OF FORCE MAIN X Z —`2 %o FE FACTOR.. Z- 6 3 FEET TOTAL DyNAMIG HEAD - _ 6 i FEET As per manufacturer \ -.l3 galfin. Liquid depth 3 '� ME Series M"M 1/3 through 1 -1/2 HP Effluent Pumps Performance Curve CAPACITY LITERS PER MINUTE 0 50 100 150 200 250 300 350 400 450 i 100 90 26 .80 24 70 SO w w MF w � �Op 20 2 60 Z Z — w 50 M�c>s 16 z = J o 40 . MFS 12 0 F- 30 26.11 - 8 20 F3 3 10 ► 0 4 0 0 0 10 20 30 40 50 60 70 80 90 100 110 120 130 CAPACITY GALLONS PER MINUTE mveir • 1101 Myers Parkway, Ashland, Ohio 44805 -1923 419/289 -1144 FAX 419/289 -6658 Telex 98 -7443 K3327 8/92 Printed in U.S.A. P � q2G63 EROSION CONTROL PLAN COMMENTS: For Lot 3. 1363 Halo Drive, River Falls (Kinnickinnic) — owners Philip& Kim Pfuehler 1. The main source for construction site runoff will be the house foundation excavation, driveway runoff, and any soil stockpiled until final grading and stabilization is complete. Septic system excavation/installation causes temporary disturbance, but exposed soils can contribute to contaminated runoff. Plan to apply seed and mulch as recommended in #5. 2. Divert contaminated runoff into vegetated areas by creating temporary earthen berms graded ALONG CONTOUR between construction activity and any drainage ditches or waterways. Maintain existing vegetation between potential receiving waters (including ditches) and the house foundation & septic system excavation sites. The mound system will be at the rear (south) end of the lot, with no direct drainage to either Ponderosa or Halo Drive. 3. If builder /excavator grades the site to create temporary berms (see #2) to contain sediment and leaves adequate vegetative cover to protect areas of concern, installation of silt fence MAY not be necessary. Use mulch or other appropriate cover materials to prevent erosion. Silt fence or other approved sediment control products will be required if sediment cannot be contained on owner's property with the berms and vegetative buffers. The POWTS inspector will evaluate ESC plan effectiveness and make recommendations to owner and building inspector for any action required to comply with applicable regulations. 4. Construction equipment and vehicles must use only one driveway access off town road that is properly stabilized for heavy equipment; this helps avoid muddy, rutted conditions that may allow contaminated runoff to reach waterways and/or drainage ditches. This includes cement trucks, well drillers, and other contractor's vehicles that access the property during construction. 5. Stabilize new topsoil cover over septic system with seed and mulch immediately after installation — do not wait for final stabilization and/or landscaping of entire site to cover exposed soils on the system. If weather will not permit seed germination, a heavy straw mulch cover will prevent erosion until grass /vegetation can get established. Erosion control matting can be applied any time of year and if installed properly, will provide protection even if seed germination is delayed. Attached is a copy of "Erosion Control for Home Builders ". Please feel free to contact me with s or ask for assistance with erosion & sediment control installation. Pamela Quinn, Soil Er sion Inspector #665054 EROSION CONTROL PLAN COMMENTS: 13 V For Lot 3, Halo Drive, River Falls (Kinnickinnic Two) — owner(s) Philip & Kim Pfuehler 1. The main source for construction site runoff will be the house foundation excavation, driveway runoff, and any soil stockpiled until final grading and stabilization is complete. Septic system excavation/installation causes temporary disturbance, but exposed soils can contribute to contaminated runoff. Plan to apply seed and mulch as recommended in #5. 2. Divert contaminated runoff into vegetated areas by creating temporary earthen berms graded ALONG CONTOUR between construction activity and any drainage ditches or waterways. Maintain existing vegetation between potential receiving waters (including ditches) and the house foundation & septic system excavation sites. The mound system will be at the rear (south) end of the lot, with no direct drainage to either Ponderosa or Halo Drive. 3. If builder /excavator grades the site to create temporary berms (see #2) to contain sediment and leaves adequate vegetative cover to protect areas of concern, installation of silt fence MAY not be necessary. Use mulch or other appropriate cover materials to prevent erosion. Silt fence or other approved sediment control products will be required if sediment cannot be contained on owner's property with the berms and vegetative buffers. The POWTS inspector will evaluate ESC plan effectiveness and make recommendations to owner and building inspector for any action required to comply with applicable regulations. 4. Construction equipment and vehicles must use only one driveway access off town road that is properly stabilized for heavy equipment; this helps avoid muddy, rutted conditions that may allow contaminated runoff to reach waterways and/or drainage ditches. This includes cement trucks, well drillers, and other contractor's vehicles that access the property during construction. 5. Stabilize new topsoil cover over septic system with seed and mulch immediately after installation — do not wait for final stabilization and/or landscaping of entire site to cover exposed soils on the system. If weather will not permit seed germination, a heavy straw mulch cover will prevent erosion until grass /vegetation can get established. Erosion control matting can be applied any time of year and if installed properly, will provide protection even if seed germination is delayed. Attached is a copy of "Erosion Control for Home Builders ". Please feel free to contact me with questions or ask for assistance with erosion & sediment control installation. ;U Pamela Qui , Soil Erosion Inspector #665054 WvFa'sin Department of Commerce SOIL EVALUATION REPORT /V& 6'D P age l of — 'Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code ST• C�� t x Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must County include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. V Z Z —Zoo / `Z0 - 36e--> Please print all information. vie we by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner ct.<) I 1 , p �� u � P -Property Location G L.. YQ w Pt-c * T Ile C�,ovt. -het N L" 1 /4 l� 1/4 S 3 S T Z8 N R ) Ej E (or Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 8I tPQQblEa0SA �Z . '� - PNZ.uPus GSM City State Zip Code Phone Number -- C}uillage_. Town Nearest Road RLU M pus 1-jl I S14oZ (71S) �t zG - > �� - t�►v�1LC1r�t��.Jte � L �2t v �. H New Construction Use: ® Residential / Number of bedrooms lacement Ll GPD Re P ❑ Public or commercial - Describe: Parent material LO am -"N' o j zl —n-u,. Flood Plain elevation if applicable A� G fte eneral comments and recommendations: M UQKA� L.j j" O)'X S p D l jj) t t3Ul7UhJ Y 1 7• ; 1j ❑ Boring © Boring # ® Pit Ground surface elev. Q 9-9 ft. Depth to limiting factor _ in. \ ` , oil Appli a Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Ro \ I G ' In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#2 >o��z — St 2`�S w�'fh OLI LO`1iZq�3 — SLC� �y o YjV cl -- i's 't 2 S/s C1 }r _ , L . 3 / Y F] Boring # ❑ Boring pit Ground surface elev. 01 g $ ft. Depth to limiting factor 1 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 o -$ irJ`ttZ312 S/ 1 Z l3 tuff?_ V13 S - � - 7SmY1 0- )A 1.S4LS /g c11 1O_Seh ' Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L • Effluent #2 = BOD,, < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) 1 9ignaturg CST Number Arthur L. Wegerer n 4a L 1 � - 8 - 3 220254 Address 4,t e g e r e r Soil Testing & Design Service Date Evaluation Conducted Telephone Number 421 N. Main St. River Falls, 111 ' 54022 3_t� - 715 -425 -0165 Property Owner bl-T UEM Parcel ID # _ P �sD I hl C Page Z of 3 a Boring # ❑ Boring + ❑C' pit Ground surface elev. ft. Depth to limiting factor � � in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2 C� Lt,`Ip— 3l — S1 Z`Fsb )11�h A,S S 2 g —L3 )D Y2 Y13 — S VL W% 3 –Z7 3 1Q.. S/6 CL F-1 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD 1ft In. Munsell Qu. Sz. Cont. Color Gr1 Sz. Sh. •Eff#1 •Eff#2 F-1 Boring # ❑ Boring ❑ Pit Ground surface elev. fL Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2 • Effluent #1 = SOD > 30 < 220 mg/L and TSS >30 < 150 mg/L • Effluent #2 = SOD < 30 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608- 266 -3151 or TTY 608 -264 -8777. SBD -8330 (86100) t PLOT PLAN Page 3 of 3 Scale 1'= Y) o. tS i TU t�w�N'1Z� S �4 20 A La - r Z 10 Co&rML L e"L. ci$.S' 43oTlzi M OF- Lm LOOS' �3 fl o ►tii � i c� w►P rimer � c�rZ � t 3TV VZ3 \ L- Tl�l. S �riZ.L.'P . \ � 8•\ LO T 1 l ►� 1� 5 Mika. .1_t�U,_p` -Q.N Z -_ _ - USF P✓tUwl__ W1OU _ 715 - 425 - 0165 220254 0 1 - 38 - CST Signature Date Telephone No. CST No. Job NO. Wiscgnsin Department of Commerce SOIL EVALUATION REPORT Page l of - 3 Q of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code ST• L X Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must County C_ � include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all infonnation Reviewed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location G i _9j)Q L^j Pmbv- (—IFV� Gevl -bet N1.J1 /4 ME: 1/4 S 3S T 2.8 N R It E (or Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 8l PQQbE7Z0Sp wiz . 3 - P% Lx1P0Se":i cSM City State Zip Code Phone Number ❑ City ❑ Village ® Town Nearest Road 2W M F-PrLLS I lti I S14 p Z (71 S) Lf z 6- t l - )z 1 t �)v y.J 1. C Vz j yj L 0 V� New Construction Use: [ Residential / Number of bedrooms 3 Code derived design flow rate Ll SCJ GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material LO S n pU ' lam"Zz T) LL Flood Plain elevation if applicable fV - A , ft. General comments and recommendations: Y'') )w 1 l Ulvi Z�„ 01= S ftit,r� F LL M Boring # [] Boring it't 6 y ® Pit Ground surface elev. Q$ - 9 fL Depth to limiting factor �_ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots G licati in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2 p -16 — sil 2�Fsbk vvl j a,g _ .S -�i tr;L 3 - sicl Z , P sbiz m 3 1y -3o -5,1mYIV 3 /8 el 1eSb>'r yVl F1 ❑ Boring Boring # 9 � . ® pit Ground surface elev. ft. Depth to limiting factor in. Soli Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD1ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 'Eff#2 o =$ 1 o`i tz_3 L 2 S/ J 2 'FS b k a-S LOY2 V11 S Led Sbh 1M� - C-S 3 13-27 - 7-S YP, Wy 0- )q. 0— Sbh Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 _< 150 mg/L • Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) ignatur CST Number _3 _ Arthur L. Wegerer � �� 8 3 220254 Address W e g e r e r Soil T e s t i n g & D e s i o n Service Date Evaluation Conducted Telephone Number 421 N. 14ain St. River Falls, 1. 054022 3_ 114 _0) 715 - 425 -0165 Property Owner cC'T LLB Parcel ID # pExiD 1 N G Page Z of 3 Boring # F - -11 [� Boring ft 5 tJ Pit Ground surface elev. Depth to limiting factor —J , - )_ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 I p�� wip- 31 Z`FS M+1 - BLS - S . , a JOY /L yl3 sic- f I -R Ll -6 3 1 - 3 - ).S Li f>— V4 04 "7.Sk2 S/6 C1 1 aSdk w)'F1- _ . Z • 3 F-1 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft' In. Munsell Qu. Sz. Cont. Color Gr� Sz. Sh. •Eff#1 •Eff#2 ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft' In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Etf#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 contact the department at 608 -266 -3151 or TTY 608 -264 -8777. SBD -8330 (R.6100) PLOT PLAN Page 3 of 3 y Scale V= y0' 9- _ 4*w t> \ZI V E � �. I.S ►� i Tn t�v�DN1Z - U S �4 20 A�D L�r h c LL. X 1.8.5' aOTTT KI OF- ekrLtr 1 LOd S' o no tier ccu�►�r�er � LO LI h1E � S -- =- �?Z�l(�_D -Q-N -2 37y': bIA hV C __ hl.r?E _.hi_/ M� .- -- - -- k N r n--- _ � - -- ---- ------ -__. 715 - 425 -0165 220254 OI -38 - CST Signature Date Telephone No. CST No. .rob NO. .979 T- 40700"ON 5 -- -- I� I Q -1 1 1 p /15 LO 3 44 °52'30" 32'30" C� i 1 MILE � � ' O1 .,00 -ET W • .I - r _ i i 49 I 53706 T 28 N rT _ 095 � �--x/ T 27 N _l � WW ( 1 1152 ' ) � 380 000 FEET - \,/ 72 dl . ° 4965 n � / /ti/ n ' /!is J,! /030 r 50' f ��\ ,\ �� / /•.�� U � it /�• �� � �� � II c II V � � 6 ` • �uO _ II i 000, ° 31 W IWI Ego c o ° qo n o u bLar c� 596 Y t r t y x � r x F , <s i s E - . , e } x cs•. i° y _ 4 I � P Safety and Buildings 4003 N KINNEY COULEE RD LA CROSSE WI 54601 -1831 TDD #: (608) 264 -8777 www .commerce.state.wi.us/sb www.wisconsin.gov Scott McCallum, Governor Philip Edw. Albert, Secretary I\ RECEIVED VAQ Sconsin. DEC 2 3 2002 Department of Commerce ST.CROI XCOUNTY' p ZONING OFFICE December 10, 2002 CUST ID No.267341 ATTN.• POWTS Inspector ARTHUR L WEGERER ZONING OFFICE WEGERER SOIL TESTING & DESIGN SERVICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD PO BOX 74 RIVER FALLS WI 54022 HUDSON WI 54016 Identification Numbers Transaction ID No. 818185 Site ID No. 654160 Please refer to both identification numbers, above, in all correspondence with the agency. CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 12/10/2004 SITE: Phil & Kim Pfueler Halo Drive Town of Kinnickinnic St Croix County NW1 /4, NE1 /4, S35, T28N, R18W FOR: Description: Proposed Four Bedroom Mound System Object Type: POWT System Regulated Object ID No.: 884979 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. The following conditions shall be met during construction or installation and prior to occupancy or use: General Approval Conditions: • This system is to be constructed and located in accordance with the enclosed approved plans. • Pursuant to outlet filter product approval stipulations, maintenance information must be given to the owner of the POWTS explaining that periodic cleaning of the septic tank outlet filter is required. The cc: Leroy G Jansky, , Wastewater Specialist, (715) 726 -2544 ``-" � r � � , L: I Fax: 7154!72-5267 Dec 9 '02 9:54 P. 01 ST CROU" C"OUNTY TITIC T'-IINIPL MARaENAINCE AGREEMENT AND Owner/Buyer Maifir.6 AddreSs r 14 S I L.-) Property Address -:-tc Ta, � lrqullcu UU111 iiann;nm Z for -,i-.w conminiciin City/State rZ� t&± 3cx�> PArnel Identification Nnmt�r LhLGALANK,K!rT10N Propefty Locatior" Sec. T �M -,-._ N F.jj-.W;. Tov'• J Subdivision Lot # surl'ey voiwne Liz—, Page # te Warr2aty Deed. 9 - . c � L p age # Spec 0 "V 0.` Lot IL-,es idenitif yes '07 no - 2 - 3 SYSTEM MAMENOCE upml;wr use- tr-d r=i-'t:=rcV0f "'c= systu... c-ould resuh in consists (if pul-41mg Ott.-! 'zbe, ap Eant cvci 4- -'Vee yeses 0! if acedip'd by a l'ic. pu=Xi. '.A� zt 7vu put L-to the system can affect the function of the septic tank as a treatment stage in the waste disposal systern. The property owner agrees to submit to St. Croix Zoning Npaximent a certification form, signed by the owner and by a master plumbcz,joumeyam plumber, restricted plumber or a licensed pumper verifying that (1) the on-site wastewater disposal 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 standard's 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 lays of the three year expiration date. § 7 -'GMAT1TF,E APF DATE OWNER CERTIFICATION I (we) certify that all statemr .& for the ,:. r., L - —owledge. I (we) am (are) the owner(s) of the property described above, by virlu� a .811t, GCCL i Ktj ter t' -' Office. �IGNATLME OF APPLICANT/ DATE 40 *• 0 * Any infortnation 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 r POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page --L of Z ' i FiE INFORMATION sySTEM SPECIFICATIONS Owner � u � � l� Septic Tank Capacity r DDO ga l O NA Permit of Septic Tank Manufacturer �(/I S-� V ❑ NA DESIGN PARAMETERS Effluent Filter Manufacturer ❑ NA Number of Bedrooms 3 ❑ NA Effluent Piker Model A — A — V ❑ NA Number of Public Facility Units /� NA Pump Tank Capacity a l ❑ NA Estimated flow (average) 3 U g al/day Pump Tank Manufacturer (.VII "es - 2✓ ❑ NA Design flow (peak), (Estimated x 1.5) C- / S gallday Pump Manufacturer erS ❑ NA Soil Application Rate /.O �a r /( al /da /ft Pump Model ❑ NA St andard Influent/Effluent Q uality Monthly average` Pretreatment Unit A Fats, Oil & Grease (FOG) 530 mg /L ❑ Sand /Gravel Filter ❑Peat Filter Biochemical Oxygen Demand (BOD 5220 mg /L ❑ NA ❑ Mechanical Aeration ❑ Wetland Total Suspended Solids (TSS) 5150 mg /L ❑ Disinfection ❑ Other: Pretreated Effluent Quality Monthly average Dispersal Cell(s) ❑ NA Biochemical Oxygen Demand (BOD 530 mg /L ❑ In- Ground (gravity) �roud ound (pressurized) Total Suspended Solids (TSS) 530 mg /L A ❑ At -Grade n / �( Fecal Coliform (geometric mean) 51 W cfu /100ml ❑ Drip -Line ❑ Other: Maximum Effluent Particle Size Y in dia. ❑ NA Other: ❑ NA Other: ❑ NA Other: ❑ NA ' typical for domestic wastewater and septic tank effluent. Other' ❑ NA MAINTENANCE SCHEDULE Service Event Service Frequency Inspect condition of tank(s) At least once every: ❑ month(s) (Maximum 3 years) ❑ NA ❑ eaarls( rls) Pump out contents of tank(s) Z - 3 YleS When combined sludge and scum equals one -third (Y of tank vo ume ❑ NA Inspect dispersal cell(s) At least once every: ❑ month 9) (s) (s) (Maximum 3 years) ❑ NA — Z s► ❑ mon th(s) ❑ NA Clean effluent filter 1�� At least once every: f — Z t�(s) ❑ o rp w enth(s) ❑ NA Inspect pump, pump controls & alarm At least once every: >' 9 GKnonth(s) ❑ NA Flush laterals and pressure test At least once every: ❑ year(s) Other: ❑ month(s) ❑ NA At least once every: ❑ year(s) Other. ❑ NA MAINTENANCE INSTRUCTIONS Inspections of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or certifications: Master Plumber; Master Plumber Restricted Sewer; POWTS Inspector; POWTS Maintainer; Septage Servicing Operator. Tank inspections must include a visual inspection of the tank(s) to identify any missing or broken hardware, identify any cracks or leaks, measure the volume of combined sludge and scum and to check for any back up or ponding of effluent on the ground surface. The dispersal cell(s) shall be visually inspected to check the effluent levels in the observation pipes and to check for any ponding of effluent on the ground surface. The ponding of effluent on the ground surface may indicate a failing condition and requires the immediate notification of the local regulatory authority. When the combined accumulation of sludge and scum in any tank equals one -third (Y or more of the tank volume, the entire contents of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113, Wisconsin Administrative Code. All other services, including but not limited to the servicing of effluent filters, mechanical or pressurized components, pretreatment units, and any servicing at intervals of 512 months, shall be performed by a certified POWTS Maintainer. A service report shall be provided to the local regulatory authority within 10 days of completion of any service event. Page Z of ? � START UP AND OPERATION For new construction, prior to use of the POWTS check treatment tank(s) for the presence of painting products or other cherrft&l€ + that may impede the treatment process and /or damage the dispersal cell(s). If high concentrations are detected have the contents of the tank(s) removed by a septage servicing operator prior to use. System start up shall not occur when soil conditions are frozen at the infiltrative surface. During power outages pump tanks may fill above normal highwater levels. When power is restored the excess wastewater will be discharged to the dispersal cell(s) in one large dose, overloading the cell(s) and may result in the backup or surface discharge of effluent. To avoid this situation have the contents of the pump tank removed by a Septage Servicing Operator prior to restoring power to the effluent pump or contact a Plumber or POWTS Maintainer to assist in manually operating the pump controls to restore normal levels within the pump tank. Do not drive or park vehicles over tanks and dispersal cells. Do not drive or park over, or otherwise disturb or compact, the area within 15 feet down slope of any mound or at -grade soil absorption area. Reduction or elimination of the following from the wastewater stream may improve the performance and prolong the life of the POWTS: antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; degreasers; dental floss; diapers; disinfectants; fat; foundation drain (sump pump) water; fruit and vegetable peelings; gasoline; grease; herbicides; meat scraps; medications; oil; painting products; pesticides; sanitary napkins; tampons; and water softener brine. ABANDONMENT When the POWTS fails and /or is permanently taken out of service the following steps shall be taken to insure that the system is properly and safely abandoned in compliance with chapter Comm 83.33, Wisconsin Administrative Code: • All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed. • The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator. • After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled with soil, gravel or another inert solid material. CONTINGENCY PLAN If the POWTS fails and cannot be repaired the following measures have been, or.must be taken, to provide a code compliant replacement system: ❑ A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption system. The replacement area should be protected from disturbance and compaction and should not be infringed upon by required setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result in the need for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must comply with the rules in effect at that time. ❑ A s itable replacement area is not available due to setback and /or soil limitations. Barring advances in POWTS t nology a holding tank may be installed as a last resort to replace the failed POWTS. The site has not been evaluated to identify a suitable replacement area. Upon failure of the POWTS a soil and site evaluation must be performed to locate a suitable replacement area. If no replacement area is available a holding tank may be installed as a last resort to replace the failed POWTS. ❑ Mound and at -grade soil absorption systems may be reconstructed in place following removal of the biomat at the infiltrative surface. Reconstructions of such systems must comply with the rules in effect at that time. < <WARNING> > SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND /OR INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE. ADDITIONAL COMMENTS POWTS INSTALLER I POWTS MAINTAINER Name L �, «� Name Phone — 71S_ ( -Z _ �Z (e (p Phone i SEPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY Name Name N\\ Phone Phone (S — 3 F (o 6 lJ This document was drafted in compliance with chapter Comm 83.22(2)(b)(1Nd)&M and 83.541), (2) & (31, Wisconsin Administrative Code. �l � Nov 08 02 03:0 7p HOMES BY OWNER NETWORK p.3 •L ,.v. v r.vr r.•. •,.,1n ••r V.. ,1i 111.JJ.V 1 VOA ]6 PAGB 8270 ATM ��yy��y R01 ne+ DSeDB 9!- CROIX Co.. NI 0601TED FOR M"n 64-13 -2062 9:06 AN ROC 1T.6: 13, N CERMUD SURVEY MAP COPY FU PACSet z Gle m and Ters Wachder Lots 1, 2, 3 end 4 of that Cwtilled Survey MW nsoorded is Volume 13 of St. Croix County C=tL%d Maps, Page 4090, also being the Northwest 1/4 Of the Northeast I/4 ofScodon 35, T 28 N, R 18 W, Tm m ofKindddM ic, St. Croix County, Wiscousin Hots. �1w fiverF kWj ; LwyO�n W ~ �.. e� W. /M�r b wrhr,M w 0. W. l �t r *�►+ew L� ' o tTt l____ ....Q Na RN. w _ LLSii -� '� eat U1,677. �- �oh - IW AN /T .noi,ti �• -- t 7T cnttdupa ■wr.te I I �r died aN01•Ii3t'W i{ N yp N V >R� �� i � �w•mrwrnas �t.2eosa..a nats.v.a in mj Wdtk- a"'► _ i ,ob Idt!� eounr.aw lN• aewerrst„ati lalrer _ , M1 _ (rr11dAMMbl�lnlllrs LAUIR �tA M M 713 A 3Gr0,w�ll l45 k 1.r61,w. FIR) '....•• • f� D„y,AW3jon .. 1776 wE 11V7.� p MEND ' • 1 �er•ein a f t � kMl Pipe }�' O "' 4j $24*6Comb all�elrj et�ers , •e tifrMdl�ttre Rrddt ,�k Inr roll 7 ¢w.reaw.u�.n.r.b.aOS.tt. asra..�y I1rls knu mm dafta by Mgk W. rinvey — M— kdoeter Pena seFZr i oic2 Vol -16 Peye 4278 :1 20 14' STATE BAR OF WISCONSIN FO 11 - LAND CONTRACT KATHLEEN H. WALSH �, REGISTER OF DEEDS c roBE USEDFORALLT1RAN SACMMS WHERE OVER ST. CROIX CO., WI SI5.M JS PINANCEDAND IN OTHER NON- CON9JNM DOCUMENT NO. AcTT� OWS) c 7E __R_ECORD F�W!.�', t9by and between almm N• Naehtler and Tara L. 02 11:30AK husband and wife -- REC FEE: 13.00 more) an Phili - °s ''' �" "'A x� natE+.m +iy — TRANS FEE: 147.00 COPY FEE: 3.00 Pfnehler ("Purchaser", whether one of more). Vendor sells CERT COPY FEE: and agrees to convey to Purchaser, upon the Prompt and full performance of this contract by PAGES: 2 pwvbnw, the following property, together with the rests, profAa, fixdu es and other appurtenant interests (all called the "PMPerty" ), in St. Croix County, State of Wisconsin: Lot three (3)of certified survey map is volume (16) o ce 1 y maps , a unadhor 676237, filed in St. Croix County register of deeds office on April 15, 2002, being located in the THIS SPACE RESERVED FOR RECORDING DATA Northwest Quarter of the Northeast Quarter (NN 1/4 of NS 1/4) of section thirty five (35) , township twenty NAw mD RETuRN ADDRESS eight (28) North, Rangge eighteen (18) went, formerly i/, _ - J ^ , I ✓ being certified survey map in volume fifteen (15) , N " r' - .�( page 4090, as document number 646713, town of Kinnickinnic, St. Croix County, Wisconsin. 6 66 . a- oaa -aoo I (Parcel Identification Ntsrtber) at F(�' 400 This is not homestead property. (is) (is not) and � pay to Vendor x 81 Ponderosa Drive Riwer ifalls Purchaser agrees to the Property , purchase the following manner: (a) 00 O0 the sum of $ 49 000 00 � to W ith interest from "0 at the aucotion of this Contract; and (b) the balance of S 4 m fidl, s follows: 0.000 ! per arum until yard hereof on the balance outstanding from time to time at the rate of d gore January 1, 2003 . $43,000 outstanding balanoe will not be pal when due all taxes and assessments levied the Property o8u 0 Vendor'��in it and to deliver to Vendor on demand receipts ser Purcha promise a to pay showing ad& Payments- end such other hazards s Purchaser shall keep the improvements on the properly insured a gainst loss or damage occasioned by fire, extended coverage Perils Vendor may require, without co-um of through insurers approved by Vendor, m the sum of S 43 000.00 but Vendor shall not require coverage m in an amount more thaw the balance owed under this Contract• Purchaser shall pay the insurance premiums when due. Iime Policies shall contain the standard clause m favor of the Vendor's interest end, unless Vendor otherwise agrees in writing, the original of all policies covering the Property 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 of this Contract, and to comply with all taws, ordinances and regulations affecting the Property. and in the Vendor agrees that in case the purchase price with interest and other moneys shall be firlly paid and all conditions shall be fully perform and clear of sH Gans mend wower above specified, Vendor will on demand, execute and deliver to the Purchaser, a Warranty Deed, in fee simple, of the Property, encumbrances, except any liens or encumbrances created by the act or default of Purchaser, and except: NA _..:...:..Ptt.P easnmes and sal in the event of s defauh in the payment of any principal of interest which continues for a period of 30 _ __j_4r_ XdZ COLLYZSl 9098 48091 UI4 idKP%'+Al UW0 'pwH al" useMd WWt o'n *Ou+oJ 3b Aq w. —BIZ WA P—Pad r � , r . 1961 • I 1 nH vo°d'aAla AH �8 • �p7 P� isnP!�!Puf • L7Y>l1NOa al1H'I drip AfOjoq pMW Jo pod4 oq Ply 4!osdso ,Cur m 9mullis saovtod p sn=K ( Sn$Ad 2 : r,,1 °'s glog po®p9jAwmjas m polp!w9gm oq "w s mn*s) h00Z SI :Wp uoW&o Mp '1ou 3v •lu mwnd u uo!9m!mmoo An sMUO3 slz+i a. vtM `Awno� �3 aT d o!lgnd x .•• A I LIL.J ti �j ' DuI Z[=oA4 zstulo As ssmon �� PJ� L ..•�' AS a3Livaa SW MOYSIUMI SM sates ail; o 9paj^+our jar pus ynawnArnu Sajo9aw; ('� 's!M 1 9 0' 9 ( L $ A Pw Poqm aw PDVMxo 0" S uostod ag1 aq o; u--q om o; '1oa R) xISxO�SIM d0 WR a.LYIS ?I3191MIS T = a'LL d XTlaqmTX I aaTgan3d d ITTqd ' a M •Z Bzal J9TIg3vM 'K uaT9 pamsaa^ogsa11l` ZOOZ . 3 agmaaall JOAvp s!11lP +R 3o Amp q :l 9 s!q1 am auopq amp Affosoma Awno� a32IdId `MmasIM dA &LV.Ls (s !S Lx�LN�Qa7MOx7L7V NOI.LVaumaH,Lav • IT'Ix�n3a a�x�gi�Ix ?Id'IZH�`dM • z �t�s XS'IHd dd dIZIHd (,ivas) (vas) ZOOZ ` CJ s oa P.C-up q49 Po7pQ (;oa wq wougpim a! qmw aq 01 Poop a!13o aognaaxa aq1 m mof o1 saa>9s pm Altadwd loafgns atj; m gtl9u pm9p —q —jai of »aq su!of - mwp!suoo olgmlvA v Jo3 JOPmA JO mnods m p Avadojd ag13o »umo m 1u 3I) 'J d Pm JOpmA 3o sa9!ssm pas stoss w-'"A!Wluasaa w [4*1 `s" ap p opjamil op of omm pas uodn 9mPutq ail Ilsgs lovg s!gi3o satml ild nngwnd 3O IM*p Joud m wanbasgn sail;° Am 9mA!sen wogl!M WWPP Am °Aram Avw 40PODA Inipoo s!tp uo opam qaa eked posop!s000 aq IpW sompaU Aq opera os "-Avd Ile pm os op 01 sj!s3 JOPMA 3! aofiftw H otp o; Apaaup gaamAsd 11otts Am aijvolt Avm aaesyatnd rvaluoa s!tp Dptm OM mill q moms otp 3o wamAvd Alatml sgmtu JaM and P°P!^o� `A4aJ0gl Pamoae o;oa Am soptm so (saemgaatd Aq pVMA a9v%wm Am Jo; ldaaxa) PUPDO stg1 ;O OPP 9113 go Alndwd ot!i lift 9ulpuggtto aodp m Am sapun anp tagA& quautAvd Bs o3lsm Rmp JOPmA '90400 lttotptm ttondO s,iopaaA w , IN m ajgvAVd pas anp Aja;vg MM omooaq pegs P s!tj; sapan olgvAsd oomisq 8tr!pmlgtto ai!lm atp'luosuoa aoilrsm s,JOpooA VwgP- 9ousA"Uw Jo 9jn'sa3smsl Bons A- 3o W-0 oil; ul •Jametl9J d 3o ssaupa;gaPm m -J Alimoac se Ajajos l lm� snp ,rapan paMm s.sass11ost>d jo laaattt9!sss so o9pajd v s! paAa^aoa l> ail; so pn{ w p!vd lsu3 s! ;ovnttoo spp sopun algvAvd oompq 9mpuRWO ail; J911;!3 —Im JOPmA 3O Oa a*- Jortd m�l;no (A— -Ipo Am m Jo asmal uwl -9uoj 'uondo Aq so larslttoa s!tp sapun 9W!J s,10wganM 3O Am ;o womtt9!sss Aq) AWdotd oq; u! l w n algs;mba so jv8oj Am Aantwa so llas ao3sas�1 ioa I" sasV11omd 1mit P Ijvqv 8noo oq; sv pa!ldds pus plaq of I" pay-U- os aagm svjotd pm `sans! 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(q) JO O1mp anp PoToads 91119mMOljo31xvp .wrier promises to pay when due all taxes and assessments levied the Property at upon �en�r'i mt�t in it and to deliver W Vendor on damned receipts showimpt s&I payments. Purchaser shall keep the improvements on the Property insured against loos or damage occasioned by fire, extended coverage perils and such other hazards as Vendor may require, without oo- mourance, through insurers approved by Vendor, in the sum of $ 43, 000.00 _ , but Vendor shag not require coverage in an amount more than the balance owed under this Contract. Purchaser shall pay the insurance premiums when due. The policies shall contain the standard clause in favor of the Vendor's interest and, unless Vendor otherwise agree in writing, the original of all policies covering the Property shall be deposited with Vendor. Purchaser shall poly 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 Venda deems the restoration or repair to be economically fessible. 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 Gen of this Contract, and to comply with all laws, ordinances and regulations affecting the Property. Vendor agrees that in case the purchase price with interest and other moneys shall be fully paid and all conditions shall be fully performed at the times and in the manner above specified, Vendor will on demand, execute and deliver to the Purchaser, a Warranty Deed, in fee simple, of the Property, free and clear of all liens and encumbrances, except any liens or encumbrances created by the act or default of Purchaser, and except: NA 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 7 days following written notice thereof by Vendor (delivered personally or mailed by certified mail); then the entire outstanding balance under this contract shalt become immediately due and payable in full, at Vender's option and without notice (which Purchaser hereby waives), and Vendor shall also have the following rights and remedies (subject to any limitations provided by law) in addition to those provided by law or in equity: (i) Vendor may, at his option, terminate this Contract and Purchaser's rights, title and interest in the Property and recover the Property back through strict foreclosure with any equity of redemption to be conditioned upon Purchaser's full payment of the entire outstanding balance, with interest thereon from the date of default at the We in effect on such date and other amounts due hereunder (in whicb event all amounts previously paid by Purchaser shall be forfeited as liquidated damages for failure to fldfdl this Contract and as rental for the Property if Purchaser fails to redeems or (u) Vendor may am for specific performance of this Contract to compel immediate and full payment of the entire outstanding balance, with interest thereon at the rate in of ct on the date of default and other amounts due hereunder, in which event the Property shall be audioned at judicial sale and Purchaser shall be liable for any deficiency; or (iii) Vendor may sue at law for the entire unpaid purchase price or any portion thereof; or (iv) Vendor may declare this Contract at an and and remove this Contract as a cloud on title in a quiet -title notion if the equitable interest of Purchaser is insignificant; and (v) Vendor may have Purchaser ejected from possession of the Property and have a receiver appointed to collect any rents, issues or profits during the pendency of any action under ft (ii) or (iv) drove. Notwithstanding any oral or written statements or actions of Vendor, an election of any of the foregoing remedies shall only be binding upon Vendor if and when pursued in litigation and 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 Purchaser, as incurred, and shall be included in any judgment. Upon the commencement or during the pendency of any action of foreclosure of this Contract, Purchaser consents to the appointment of a receiver of the Property, including homestead interest, to collect the rents, issues, and profits of the Property during the pendency of such action, and such rents, issues, and profits when so collected shall be held and applied as the cow shall direct. Purchaser shall not transfer, sell or convey any legal or equitable interest in the Property (by assignment of any of Purchaser's rights under this Contract or by option, long -tern lease or in my other way) without the prior written consent of Venda unless either the outstand balance payable under this Contract is first paid in full or the interest conveyed is a pledge or assignment of Purchaser's interest under this Contract solely as security for an indebtedness of Purchaser. In the event of any such transfer, sale or conveyance without Vendor's written consent, the entire outstanding balance payable under this Contract shall became 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 make: timely Payment of the amounts then dire under this Cortrad. Purchaser may make any such payments directly to the Mortgagee if Vendor fails to do so and all payments so made by Purchaser shall be considered payments made on this Contract Vendor may waive any default without waiving any other subsequent or prior default of Purchaser. All tams of this Contract shall be binding upon and inure to the benefits of the heirs, legal representatives, successors and assigns of Venda and Purchaser. (If not an owner of the Property the spouse of Vendor for a valuable consideration joins herein to release homestead rights in the subject Property and agrees to join in the exertion of the deed to be made its fulfillment hereof.) Dated this 6th day of December , 2002 19:55 FRl V : R.F TCURNI RI.! PRINT 715 425 5666 T0: 91 7 156472069 P: . Nc,w 08 Ou ,,, q�t A ?� . NpMES BY OWNER NETWORK �,.,...� , , P. N. f!. R am l�l� � AMCGwA A CERI�'i IED SURVEY CAm sad Twit WRd*w Late 1.2.3 aid 4 or" Cw"W &rwy Mai nmoidd !u Vdl4M 13 at 15t. DOW C0109y d MAM pop 400. *a bft JM N&Wwari 114 of the NoithwK J A +of Pcedon 35, T 2i N, R i a W. Twm ocxkmwdmia. St. crib tCounty, WwMwM a wl ' pw A - seamy +•IM�w�+,lgd►�QI� RfMtMglYl. oe.YJ6�t>��NrleaMiMNNsrlik .. w.rr wpw�w..r �•••.. ` V a 1 ir JI Ire ' KI�O'i1'OI � A=U �-� fawi Wtlp �"�'"�'�zR p = + awfrrw if �t � �aeAy� "' jL �" vwta •`� �ywlq � rlrwr� Mw AMN�2atZ too"��� 3 n�tMAr1 "by ic+A►.Arvrs r +• hw val. Pis use 14e aw -. ,... ,... 01999 Cloud grapkbm (W. St. Cloud. MN 56301 �} z�'— SEE PAGE 31 8 IN �- 60TH AV F (FOGERTY HTS) 65 � - (PMIE KNOLL RD) ¢ �Y P C �) TOWE:RIM RD SS C d X71 J z 94 y O ]C �I c z OK DR I Z J N S O 2 ° n N LU z a LU O 2 Y ¢ O = ILI COULEE TR y 10 11 12 r J y COU LEE ' TR STEEPLE DR �) W ° V TOWN ¢ S' rz ��� v P ��� o � Cr p, 1 1 RD : J J �� us w 0 aj y LL C s s AV JJ FRIAR TUCK 8s a Ui SS R Z1 ZZ OAK DR = ed �! DR ` PINE RIDGE DR R T RIVER EVERGREEN DR 65 ¢ DR 30 29 8 427 6 L4A 5 P gCF o HALO DR w o 65 ¢ ¢ e � •e 35 m S �Q M RIVrER U LL S 8 >M y P� Q Q. w 1000 1100 1200 COUffN 1300 1400 1500 Farm Credit Seiwkes Real Estate and Operating Loans ��► Term Financing on Cattle and Machinery Country Home Financing • Crop Insurance • Tax Preparation • Computerized Records • Leases 186 County Road U 1 `� River Falls, WI 54022 J �r (715) 425-8 1- Bo0- 58"474 SHIEF5 00 Submersible Effluent Pump Details Pump Characteristics Performance Data Pump/Motor Unit Submersible 30 100 Manual Models (50) Ml M2 M3 M4 I MS Automatic Models Al A2 - - I - Horsep 1/2 24 80 Full Load Amps 15.0 17.6/7.1 1 .6 1 1.2 Motor Type Capacitor Start R.P.M. 34SO tz SHER 00 Phase 0 10 1 30 ��. 18 Z 60 Voltage 115 2*23012*2301 460 1 575 Manual Models (100) M2 M3 M4 M5 ° = SHEF50 Automatic Models A2 - - I - = 12 c 40 Horsepower 1 ~ Full Load Amps 13A/12.1 6A/SA 2.8 1 1.9 - —� �Z Motor Type Capacitor Start 30 6 R.P.M. 34SO F. Phase 0 10 1 30 Voltage 208 -230 208 -230 1460 1 57S 0 0 Hertz 60 Capacity -U.S. G.P.M. 0 20 40 60 80 100 TenTerature 140eF Max Fluid Temp. lifers /Second 0 4 6 HEMA Design L B 3� Insulation Class B Discharge Size 2" NPT std Solids Handling 3/4" Dimensional Data Unit Weight 58 lbs. (50) 65 lbs. (100) Power Cord 11SV,14/3, SJTW -A; 230V, la, 16/3 SWT -A, 3o, 16/4, STW -A, All cords 20' std with 30' opt. i+wa lone «w ,M Materials of Construction Handle Stainless Steel ++ ° �aaaweoE :wr Lubricating 01 Dielectric 01 �— Motor Housing Cast Iron Pump Casing Cast Iron �� t WE DOCKNM Shah stainless Steel � "°"XXUM .b ° Mechanical Seal Faces: Carbon /Ceramic * Shaft Seal Seal Body: Brass s Spring: Stainless Steel ° 1 t Bellows: Buna - i 1- Impeller Engineered Thermoplastic U Bearing Single Row Ball Bearing SHEF50 SHEF100 Lower Bearing Single Row Ball Bearin Bottom Plate Single Row Ball Bearing All dimensions in inches. Metric for international use. Component dimensions may vary :1/8 inch. Fasteners Stainless Steel Dimensional data not for construction purpose unless certified. Dimensions and weights are approximate. On/Off level adjustable. We reserve the right to make revisions to our product and their specifications Legs Engineered Thermoplastic without notice. --four Auth«ized Locol Di sh&sw — �� HYDROMATIC e Pentair Pump Group USA CANADA 1840 Baney Road Ashland, Ohio 44805 269 Trillium Drive IGtchener, Ontario, Canada N2G 4W5 Tel: AI9- 289 -3042 Fax: 419- 281 -4087 www.hydromatic.com Tel: 519- 896 -2163 Fax: 519- 896 -6337 Item #: W-02 -6370 12/99 10M