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HomeMy WebLinkAbout020-1376-53-000 V sin Department of COm '�� `PRIVATE SEWAGE SYSTEM ° y' Safety and tit %wings Division INSPECTION REPORT• Croix -Sa GENERAL INFORMATION (ATTACH TO PERMIT) 8�24g rt NO Personal information you provice may be used for secondary purposes (Privacy Law. x.15.04 (1 xm)]. to ;VIC 1 % rgame: � City �u��sOn wnship State Plan ID No.: CST BM E Ill ev.: Insp. SM BM Description: Parcel Taz No.: •� I u — ,. CST - f ,,�� 020 - 1376 -53 -000 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV Septic Benchmark 0, (, (,oa .t►o l ab ' Dosing It. BM Aeration Bldg. Sewer Holding St / Ht Inlet 9 , 142 ?3-0 r TANK SETBACK INFORMATION St/ Ht Oil `�• 3 Ventto .T _ r t 9 $Z �' TANK TO P / L WELL BLDG. Air intake ROAD Dt Inle Septic -•-g T7 ` Iq 1 NA Dt Bottom 80 + 3 1 �z 2 (. z 10 . 9 r r= 3 .2 �{ Dosing 88 1 01 NA Header /Man Aeration NA Dist. Pipe 01 ji, ) ,t Holding Bot. System c ; 5 .o ' PUMP/ SIPHON INFORMATION inal Gradell 10W6I t over Manufacturer j Deman ' r� Model Number GPM ` 0 ,(.`b q3 • (0 0 0' Friction S tem ; KFt C• 1 O �' g TDH Lift22 1�.1 TDH�, 9 ea Loss Forcemain I Length, (30 Dia. Z " Dist.ToW g t SOIL ABSORPTION SYSTEM BED / TRENCH Wf � Leng N f T enches PIT No. Of Pits inside Dia. Liquid Depth D IMENSIONS G8'�S DIME I N M. rer. SYSTEM TO P/ L BLDG WELL LAKE /STREA LEACHING .- SETBACK CHAMBER Mo a Num er INFORMATION Type Of r r 'v2 �7 OR UNIT �+ System: , + DISTRIBUTION SYSTEM x Hole Size x 7oleSpacing Vent To Air Intake Header / Mani of r k Distribution Pipes) 80 r Length _:ri ' Dia. l Length SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only =/Trench Depth Over xx Depth Of xx Seeded /Sodded xx Mulched nter Bed /Tren ch Edges Topsoil ❑ Yes ❑ No ❑ Yes ❑ No COMMENTS: (Include code discrepancies, persons present, ection #1: O /2910 Inspection #2: --r- -• Location: 945 Florence Lane, Hudson, WI 54016 (NW 1/4 SW 1/4 14 T29N R19W) - 1429192314 Sweet Grass Farm -Lot 53 4 ,zz- 1.) Alt BM Description =` 0 -r �'°` �! 5 4e- � - 2.) Bldg sewer length= I9 r - amount of r_nuAm <<+ '• V �• P a t n � r4vislon required? ❑Yes t4 No pl 19EII Use other side for additional information. SBD-6710 (R.3/97) Date Inspector's Signature Cert No c r A / (/ c� Z r �2 Lac 6 F3oa Sanitary Permit Application Safety & Buildings Divisior In accord with Comm 83.21, Wis. Adm. Code 201 W. Washington Ave See reverse side for instructions for completing this application PO Box 730, 14 Personal information you provide may be used for secondary purposes Madison, WI 53707 -730, Department of Commerce [Privacy Law, s. 15.04(1)( (Submit completed form to county if no state owned. Attach complete plans (to the county copy only) for the s tit, on paper not less than 8 -1/2 x 11 inches in size. County State Sanitary Permit Number ❑ Chec ifreyision to iorsapplication -. State Plan 1. D. Number F •• -�,3, I. Application Information - Please Print all Information Location: Property Owner Name `` t 1 t P� rty Location JU IV S W 557?W C', Lpd+X 1/4 /4, § lelj. ,N, # (orlS Property Owners Mailing Address �UpFF1GE Lot Number Block Number /Z r.7 ter= Z S3 City, State Zip Code Phone r - > Subdivision Name or Qen,r h4uW , r s stv X- OrIC*SS II. Type of Building: (check one) 1 ❑ city ❑ 1 or 2 Family Dwelling - No. of Bedrooms: .3 `� o ❑ Village ❑ Public /Commercial (describe use):_ Town of ❑ State - Owned 1-Cyv S0/(/ Nearest Road •Z 3 ]� « v/��!/F/Vl�ti= Parce Tex Nu s — . 9,9c, III. Type of Permit: (Check on one box on li ne A. Check box 6n line B if applicable) C A) 1. Rr New 2. ❑ Replacement 1 ❑ Replacement of 4. 5. . ❑ Addition to System System Tank Only Existing System $) Permit Number Date Issued ❑ A Sanitary Permit was previously issued IV. Type of POWT System: (Check all that apply) 9 Non- pressurized In- ground ❑ Mound - ❑ Sand Filter ❑ Constructed Wetland Pressurized In- ground ❑ Holding Tank ❑ Single Pass, ❑ Drip Line ❑ At -grade ❑ Aerobic Treatment Unit ❑ Recirculating ❑ Other: V. DispersaUTreatment Area Information: Z Z 1. Design Flow (gpd) 2. Dispersal Area 3. Dispersal Area 4. Soil Application 5. PereMation Rate 6. System Elevation 7. Final Grade Required Proposed Rate (Gals. /day /sq. ft.) (Min. /inch) e— o f Q5.1 -" Elevation ✓ ✓ 37701::� -/ • -/ , 7 ✓ c -z 90,v ' 1941-0 o VII. Tank Capacity in Total # of Manufacturer Prefab Site Steel Fiber- Plastic Information Gallons Gallons Tanks Con- Con- glass New Existing crete structed Tanks Tanks ❑ ❑ ❑ ❑ Zmav 406 -7 VIII. Responsibility Statement I, the undersigned, assume responsibility for installation of the P TS shown on the attached plans. Plumber's Name (print) Plumber's Signature (no stam MP/MPRS No. Business Phone Number asp ©Kr rl r i - 63s = 5P AOf Plumber's Address (Street, City, State, Zip Code 2-f o' Of e r IX. County/Department Use Only ❑ Disapproved Sanitary Permit Fee (Includes Groundwater Date Issued Issuing Agent Signature (No stamps) CI Approved ❑ Owner Given Initial Adverse Surcharge Feed Determination � Z_5 Z Z X. Cond of Approval / Reasons for Disapproval: 4 uasioh - 54(1 'fie° - ys-" 7/ // v ( o o �' 9 al z((o��9 �w�r� CD►oaf fJhe '(¢ s(�tL( � e Ma: a.�et�tlSerVCCr'� �er tUlLl►�ttio� ✓eCl�►nwie,��Q�, SBD -6398 (R. 07/00) 416 CA� ` o A o O C2A& o O n r� h � o r 3 a� S o a, L7 II II � v C7 . 3 o° o cn rA a� .� CC3 � U .� v .`• • �• ` 3 a U cn CIS cd �'. to il F � rA •: w �CIS a, II II II W U � 'on o rA 0 o H WiscoKsiKbepartment of Commerce SOIL AND SITE EVALUATION Division of Safety and Buildings Page ( of Bureau of Integrate0lServices in accordance with Comm 83.09, Wis. Adm. Code 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 C rU 1 percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. # APPLICANT INFORMATION - Please print all information Re ' d by Date Personal information you provide may be used for secondary u o nv c , Lew, - 9..15.04 1 (m)). -- Property Owner ,- Property Location (( O , Gott," Lot c� � 1VCt, 1/4,S T 2 C( ,N,R / q E ( C Property Owner's Mailing Address Lot # ',* Block# Subd. Name or CSM# 35 ''ee 53� Swee -� Gross City State Zip Code Phone Number El Ci> [_1 Village [3 Town Nearest Road d yr Col of c 1t5> 34q 3f �4 C"ds -r I FILE E\ 2 _, existing Addition to New Construction Use: � Residential/ Number of bedroocr►S ��. 9 buildin 9 ❑ Replacement ❑ Public or commercial - Describgi� Code derived daily flow (9 G �U gpd Recommended design loading rate e 7 bed, gpd/ff trench, gpd/ftz Absorption area required `f S ? bed, ft2 =__O trencchh, ft Maximum design loading rate gpd /ft - trench, gpd/ft Recommended infiltration surface elevation(s) v/!a-« `!3 / r qo• 3 9 ft (as referred to site plan benchmark) Additional design /site considerations ja v� r� S' y L uwt� �/3• y Parent material 0 r- 5 bi Flood plain elevation, if applicable✓(/ X ft S = Suitable for system Conventional Mound In- Ground Pressure AT -Grade System in Fill Holding Tank U = Unsuitable for system S U [a S ❑ U ® S ❑ U 5� S ❑ U 1 ❑ S a U ❑ S �1 U SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft h� z = in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench � 012 1c) l2 s << ImabL CS Z e_46 16 Ground 3 r 9 U Dys cys 1ry) C S 1 p 9 elev. �t•t�5 ' Depth to r limiting f 0.0 factor 3 . /_f in. 24 `� Remarks: Boring # Z Z l0 16 S. 3 5&fu INK to m Ground Depth to limiting factor 11� in. Remarks: CST Name (Please Print) ature Telephone No. Address Date CST Number o 2a i 5 S� 3 PROPERTY OWNER SOIL DESCRIPTION REPORT 22 Page 2- �of' ...) PARCEL I.D.# Boring # Horizon Depth Dominant Color Mottles Structure 2 Texture Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed ,Trench I 3 I o i - I Z 3 a� Z . ( 7 majok A L S Ground 3 p7 L{ elev. Depth to limiting I factor !07 in. Remarks: Boring # M AL M-C l v Z 3 a 3 Si l IL c S • S Z&H16 to V"s in l c S Ground elev. 9 Depth to limiting factor i0 in. Remarks: Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed ,Trench Boring # 6) Z l6 L l • Z 5 2 IZ -�t Cl 5 I (5 • �' 64105 D 4 LP Ground elev. 1 Depth to 0 limiting it ; factor ' jj�_Jin. Remarks: Boring # zL` a: „...i Ground elev. ft. Depth to limiting factor in. Remarks: SBD -8330 (R.9/98) PAGE_,3_OF_ NAME LOT #,S LEGAL DESCRIPTIONS[,w TZY,N,R/q E (orlt SCALE: F'= bcU , BM I ELEVATION ( W • O BM I DESCRIPTION -Jx g o4 l'P J e. (12 j ,, i BM 2 ELEVATION Y 7. / BM 2 DESCRIPTION try y t t , PVL p ;Q�z (a th uJ� i- SYSTEMELEVATION ����yq La.,ve r�(U• ALTERNATE ELEVATION cq5 •y q u ,,r13 CONTOUR ELEVATION III(A1 i as 83 q1, 31 � g. q1.49 I k d SIGNAT DATE -/ � I Received: 6114/01 8:05; > EDINA REALTY HUDSON WISCONSIN; Page 1 3 - 30 -1997 9 :53PM FROM P.1 ST CROIX COUNTY SEPTIC TANK MAIN'T'ENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner /Bty -er %VY) S�DuT Mailing Address / 3 _ V kg. 71,t ICAMS l�Gkb 4 & Property Address (Verification required from Planning Department for new construction) 'I c City/State /� .DSO /y (,tJ / Parcel Identification Number DZ.D —�"�– _r ]LEGAL DESCRIPTION Property Location _SW % ' /,, Sec. T�N -Rf�W, Town of Subdivision , Lot # 3"S Certified Survey Map # , Volume , Page # Warranty Deed # 2 /21 Volume /5� ��, Page # .�� Spec house ❑ yes no Lot lines identifiable (�l yes ❑ no SYSTEM MAI Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper mainten4l, consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the swi,. 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 lay master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on - site wastewater disposal sy ;l is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of S1401j I/we, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the staadt set forth, hercin, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certifidmt? stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office withivi da f thr year expiratio da SIGNATURE OF APPLICANT DATE OWNER CERTIFICA'II;'ION I (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owner(t;1 th rop d ribed ab ve y vi c of a warranty deed recorded in Register of Deeds Office. e, wr tll!� © SIGNATURE OF APPLICANT DATE Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department. *"*:I 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 Private Onsite Wastewater Treatment System Management Plan Septic Tank And Gravity In- Ground Soil Absorption Component Pursuant to Comm 83.54 Wis. Adm. Code each Private Onsite Wastewater Treatment System (POWTS) shall include information and procedures for maintaining the system within the parameters of Comm 83 and 84, and the conditions of approval by the department,, agent, or governmental unit. The approved plans and permits for system are on file at the county zoning or health department. This management plan complies with Comm 83.54, Wis. Adm. Code, and the In- Ground Soil Absorption Component Manual for Private Onsite Wastewater Treatment Systems SBD- 10567 -P (R.6/99). Table 1: System Design Specifications Sanitary Permit Number 1?ql l /9 Number of Bedrooms Design Flow - Peak (gpd) S Estimated Flow - Average (gpd) 3U� Septic Tank Capacity (gal) oC�o Soil Absorption Component Size (ft 3 Type of Wastewater Domestic Table 2: Soil Absorption Component - Limits of Reliable Operation - Septic Tank Component - Soil Absorption Component Design Flow - Peak (gpd) Maximum Influent Particle Size (in) 1/8 ' Maximum BOD (mg /L) 220 Maximum TSS (mg /L) 150 Table 3: Maintenance Schedule Septic Tank Inspect and /or service once every 3 years Outlet Filter Inspect once a year and clean at least once every 3 years Soil Absorption Component Inspect once every 3 years WMEW :180 Septic Tank 28288 McKwalle Rd. Spooner, Wt 54801 (715) 635 -9609 The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code (Servicing Septic or Holding Tanks, Pumping Chambers, Grease Interceptors, Seepage Beds, Seepage Pits, Seepage Trenches, Privies, or Portable Restrooms). 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 Management Plan for a Septic Tank and Soil Absorption Component 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 scum and sludge 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 an 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. 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 the tank. No one should enter a septic or other treatment or holding tank for any reason without being in full compliance with OSHA standards for entering a confined space. The atmosphere within the septic or other treatment of holding tank may contain lethal gases, and rescue of a person from the interior of the tank may be difficult or impossible. Tank abandonment shall be in accordance with.Comm 83.33 Wis. Adm. Code when the tank is no longer used as a POWTS component. Soil Absorption Component The soil absorption component serving this structure is designed to accept domestic wastewater from a residential facility: ' The limits of operation of this component are shown in r Table 2. The longevity of a soil absorption component depends greatly on proper and timely maintenance, and system use within or below the limits of reliable operation. Good water conservation practices by all occupants and the installation of water conserving plumbing fixtures are key factors in extending the useful life of this component. The soil absorption component's operation must be assessed by inspection at least once every three years. The inspection shall include recording the levels of ponding, if any, in the observation pipes, and a visual inspection for any evidence of surface seepage or discharge from the component. On steeply'sloping sites, areas of erosion should be identified and reported to the owner for repair. The surface discharge of domestic wastewater or sewage from the system is prohibited and considered a human health hazard. Traffic around or over the soil absorption component should be avoided particularly during winter months. The compaction or removal of snow cover over the component may lead to hydraulic failure by freezing. This type of failure is usually temporary, but is difficult or impossible to repair until weather conditions improve. In general, soil compaction over this component will reduce diffusion of oxygen into the soil and dispersal cell, which may lead to more intense, and earlier, organic clogging of the soil. Plantings of deep- rooted trees and shrubs directly over or within ten feet of the component should be avoided since root intrusion into the component may obstruct wastewater flow. Y System Management Plan Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under, s. 281.48, Slats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. 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 lii4uid 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. The pump (dosing a ��ected at least once eve tches, alarms, and pumps shall be tested to verify proper o i in the tank it shall be inspected and serviced as necessary. ound and Pressure Distribution System No r shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the and shall be se nd mulched as necessary to prevent erosion and to provide some protection from frost penetra Traffic (other than for veg ' e maintenance) on the mound is not recommended since soil compaction may hin ration of the infiltrative surface within ound and snow compaction in the winter will promote frost pene d weather installations (October- February i to that the mound be heavily mulched for frost Influent quality into the mound system may ceed 220 mg /L BO mg /L TSS, and 30 mg /L FOG. Influent flow may not exceed maximum design flow specified in the t for th lation. The pressure distribution system is provided ' ushing poi the end of each lateral, and it is recommended that each lateral be flushed of accumulated solids ast once every 18 mont . en a pressure test is performed it should' compared to the initial test M'Len t stem was installed to determine if on ogging has occurred and if orifice cleaning is required to maintain equal ution within the dispersal cell. Observation ithin the dispersal cell shall be checked for effluent ponding. Ponding le shall be reported to the owner, an els above 4 inches considered as an impending hydraulic failure requiring additional, 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. 6199)] 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. Continoency Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component shall'be' immediately repaired or replaced with a component of the same or equal performance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced in its' present location by increasing basal area if toe leakage occurs or by removing biologically clogged adsorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. Questions on the operation or maintenance of this system should be directed to your county zoning or health inspector. 4 T i Fogerty Plumbing #221180 ' 28288 McKenzie Rd. Maintenance Spooner, WI 54801 (715) 635 -9609 J The interval for servicing septic tanks is set by state and local code. Throughout the United States there is a wide difference of opinion on what this interval should be, but most regulatory agencies suggest two cleaned fi the n of servicing for the tank, should The Zabel filter, which does not Increase the frequency 9 virtually self - cleaning. The continued action septic tank is normally inspected and pumped. However, our filter is vi of the anaerobic organisms on the Zabel filter causes Icdged particles to disintegrate and fall to the bottom of the tank. If your filter contains a SmartFilter'" alarm, you will be notified by an alarm when the filter needs servicing. To service the filter: 'Servicing any Zabel filter should only be done by a certified septic tank pumper or installer. Locate the outlet of the septic tank. Firmly pull the filter handle and slide the cartridge out Remove the tank cover of the case. and pump the tank if *Note: A tee handle may have necessary to prevent to be used if the filter is too far- any solids from ± below level to reach. contact escaping to the field handles Zabel for info on tee when the filter is , removed; : a While holding the cartridge over j the access opening rinse off the Insert the filter cartridge cartridge with fresh water, being back in the case making careful to rinse all septage material sure the filter,cartndge back Into the tank.: pro erl ali n P P Y g 'Note: It is not necess;17'16 de$n the filler ` completely i rt I 9 spotless' The biomass i - eft>!h9 et aides in the pretreatm e 1 be left on the filter. (if n Replace t '0 may be disass woe w usA The product(s) shown are covered by one or more of the following patents: U.S. 5,762,793, 5,580,453, 5,591,331, 5,759,393, 5,683,577, 5,582,716, 5,779,896, 5,593,584,5,795,472,5,736,035, 4,710.295, 5,382,357, 5,482,621 U.S. Des. 386,241, 349067, 4605501,5098568, Des. 309007, Australia: 134440; Canada: 2,135,937; Israel: 111574; New Zealand: 264824; ' Other h r Patents Pending Call for free ZABEL ZONE An Onsite Wastewater Magazine 1- 800 -221 - 574 2 • Website httpl /www.zabel.com A100/300.1- M,61499 z INSTALLER'S NOTES: RECYCLE GREASE! Do not pour grease down the drain. Your septic tank and filter will not handle it. NO BLEACHES! Do not introduce bleaches into your system. The bacteria in your septic tank is what makes your system work. Bleach kills the bacteria. When that happens, your septic tank will no longer function correctly. This will cause premature failure of your system. WATER SOFTENER! Do not run the brine solution into your septic tank. This solution has a high concentration of lime (that's what makes your water hard). The lime tends not to settle out in the septic tank but goes directly to the drain field. Lime is an excellent . sealing agent, and yes, it does the same thing in your drain field. Think of your sewer system as you would your car. Treat the attached information as you would your car manual. Remember, also, that your car requires regular maintenance. lt=. must be exercised as to what you put into it. And like your car, your system eventually will wear out. The question is - how quickly. If you have any questions, please call: Dave Fogerty g Y 715- 749 -3656 - Roberts 715- 635 -9609 - Spooner If you have an emergency, and you only get voice mail at these two numbers, call Keith Knutson at 715- 796 -5436 - Hammond I have read the attached information regarding the construction and maintenance of my sewer system. Owner's Name Date ` Q �Cov 8 VOL 1539 PAGE 1 629124 ` STATE BAR OF WISCONSIN FORM 2 -1999 KATHLEEN H. WALSH Document Number WARRANTY DEED REGISTER OF DEEDS ST. CROIX CO., WI This Deed, made between Donalda Speer, a/k/a Donalda J. RECEIVED FOR RECORD Speers, a /k/a Donald J. Speer and Kernon Bast, wife and husband, 08 -31 -2000 1:30 PM a k a Donalda J. Speer —Bast WARRANTY DEED EXEMPT 11 3 Grantor, and Richard O. Sto and Janet P. Stout, husband and w ife, CERT COPY FEE: COPY FEE: - TRANSFER FEE: _ — - -- RECORDING FEE: 10.00 PAGES: I Grantee. Grantor, for a valuable consideration, conveys to Grantee the following described real estate in St. Croix County, State of Wisconsin (if more space is needed, please attach addendum): Recording Area All of the Plat of Sweet Grass Farm in the Town of Hudson, EXCEPT Lot I Name and Return Address of said Plat. RcdkO44 n. S7CL1r, This Deed is given to correct the ommission of additional lots in the Plat of 8< /WA 7("-- Sweet Grass Farm between the above Grantor and Grantee hereto in that gJ460K) O ' . I& certain Deed recorded in Volume 5 - 3 ? ,Page Sao , as Doc. No. 020- 1021 - 60,01,0- 1021.80,020- 1021 - 90,020- 1022 - &.020- 1062 -20 Parcel Identification Number (PIN) This is not _ homestead property. Ot) (is not) Exceptions to warranties: Easements, restrictions and rights -of -way of record, if any. Dated this �'7 ( day of August 2000_ t,� + S /k/a Donalda J. Sp rs, a /k/a Donald J. Speer B AUTHENTICATION ACKNOWLEDGMENT Signature(s) Donalda Speer, a /k/a Donalda J. Speers, alk/a STATE OF WISCONSIN ) Do al J. S eer and Kernon st Ba, wife and husband, ) ss. County ) authenticated this y of August 2000 personally came before me this _ day of the above named + Kristin Ogland TITLE: MEMBER STATE BAR OF WISCONSIN to me known to be the persons) who executed the foregoing (If not, instrument and acknowledged the same. authorized by § 706.06, Wis. Scats.) THIS INSTRUMENT WAS DRAFTED BY + Attorney Kristina Ogland Notary Public, State of Wisconsin Hudson, WI 54016 My Commission is permanent. (If not, state expiration date: (Signatures may be authenticated or acknowledged. Both are not necessary.) _. ) • Names of persons signing in any capacity must be typed or printed ow their signature. Wda qon Prdea, onaia comp.ny, ra d au 6ac, Nn bel eaorss- W1 WARRANTY DEED STATE BAR OF WISCONSIN FORM No. 2-1999 LOT 52 so a A I N 2.1 ACRES a LOT 72 I 8.08,E �' e7ee6 so Fr I $ R I I N7 � 3 ,0d'E 461 •�' N89'4rav LOT 53 MIN au 1LDINO LOT 71 Egg I ELEV. s 901.0 $ 8.04 ACRES i y 1 1♦ -W.L. = 900.0 8.16 ACRES 89887 So Fr ;y 1 94187 90 Fr I c 1 NSW4&6 " E 894.48' i 468.7r . 431.7 1 : LOT 54 I I $ 1 25' 261 ; A 95 211 So F r r- DR/ QE . 1 _N89°09'58'E 172' + /- 4 a — — — — I 66.19' a 430.8' cm MATCH LINE MATCH LINE SEE SHEET 4 G SHEET 3 OF 5 STORM WATER RETENSIOr . • H.W.L. = XXX.X HIGH WATER LINE ELEVATI ROADWAY SETBACK AS SHOWN HWL - HIGH WATER LINE E -- _ UTILITY EASEMENT NOTE A GRADING THAT WOULD (WIDTH AS SHOWN) OF THE STORM WATER REl IS PROHIBITED PROPOSED DRIVE LOTUNE _ NOTE B BUILDINGS ARE PROHIBITEE co RIGHT -0F -WAY THE STORM WATER RETENI . LD PROPOSED JOINT DRIVEWAY EASEMENT EXISTING FENCE LINE SETBACK 6) MIN BUILDING MINIMUM FIRST FLOOR OR ELEV. - 897.0 WINDOW ELEVATION Fogerty mumoing 9 #221180 2�8288 McKenzie Rd. ` 01 ti 0JC, SPECi FICA FIC)� Spo-ner, Wl 54801 ;5) 635 -9609 VC k.T CAP E kY7 P I P r WEAT HERPROOF APFROVrO LOCKWC, JULXT10 u BOY, OL A)Ji4C COVF-F, 0008. i l .0 Wlkjoow OR F AIR 1kj7AKC GRA DE 4 Aim. � �__ � I$ "nlu. 4r aj L E -r: PROVIDE AIRTIGMT SCAL ; , > ALAXK *APPROVED c JOINTS WITH. APPROVED PIPE 3' ONTO P U IA P OFF SOLID SOIL coucKETE BLOCK RISER EXIT Pr-IZAITrED GWLd If TAUX MAIJUFACTUAri.1lit 1 A SUCH APPROVAL SEPTIC f SPEC - 3F I AT$0US DOSE TAMM MAIJUrAC•LIkER: QLVAM OF DOSES: PER LAS TALIK SIZE: GALLOUS DOSE VOLUME ALAKA MAUUFACTUXER: --- - 34LUDIM6 6AC.KFL0%./: 75" CVALGo /,o Lt-> CAPACITIES: A a /2 11LICHES 0A 324 L SW&Tck TSPE. 114MCS Olt GALLO PUMP ?okA)JUFALCTLrKr;t' r- Z IUt)4t$ OR &:�� "OEL 1jLJK15Z3C' d 5 t) - 4� 1 MC 14 ES 0K A L 0 L'OTE' PUAP AkID ALAPLM AKi �6 sE. Mlkl`IMUP'k DISCKA.lkC RATE 445-� GP INSTALLED OU SMOUTE CtFCUI VERTICAL bIFFEREQU bCTWrL9X3 PUMP OFF Ak;0 0I$Tltl.I5U'rjCW PIPC.. FEET + JlVJJ',KUM 'LjETWoxK SUPPL!d FKCSSUfF: + -Z- FEET OF FORCE tAAIM 70T4L 0�sUAMIC , _ HEAD EET RJTE:FtIklAL DIMEjjSj6&jS -e�n- / 7, OF �rAIJK: EN TH ;LtoulD DEPTH ------------ ------------------------------- -- -- - - -- - - ---- - ---------- --- 4ny Goulds 7--� eF 6 Submersible Effluent Pump C� 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:effiaerit heat transfer, g • Capable of running `lubrication and efficient strength, and durability. following uses: d without damage to heat transfer. • EffluentVstems dry g ■ Motor Cover. Themroplas- *.Homes' ; components. Available for automatic and tic cover with integral handle ;Farms _.�_:. r Motor. manual operation. Automatic � switch attachment • EPO4 Single hale: 0.4 HP points. • Heavy duty sump models include Mechanical • Water transfer 115 or 230 , 60 Hz, 1550 Float Switch assembled and ■ Power Cable: Severe duty • Dewatering RPM, built in overload with preset at the factory. rated o7 and water resistant automatic reset. ■ Bearings: Upper and lower SPECIFICATIONS • EP05 Single phase: 0.5 HP, FEATURES heavy duty ball bearing 115 V. 60 Hz, 1550 RPM, construction. Pump: EPO4 built in overload with ■ EPO4 Impeller. Thermo- • Solids handling capability: automatic reset. plastic Semi -open design AGENCY LISTING Ve maximum. • Power cord: 10 foot with pump out vanes for • Capacities: up to 55 GPM. standard length, 16/3 SJTO mechanical seal protection. y- a „ • Total heads: up to 24 feet with three prong grounding n EP05 Impeller. Thermo- Discharge size: 1 1 /2' NPT. plug. Optional 20 foot plastic enclosed design for (GSA listed model numbers • Mechanical seal: carbon- length, 16/3 SJTW with improved performance. end in `F' or "AC ".) rotary /ceramic-stationary, three prong groundin lu g BUNA -N elastomers. (standard on ■ Casing and Base: Rugged • Temperature: thermoplastic design provides 104 °F (40 continuous superior strength and 140OF (60 intermittent. %0 corrosion resistance. • Fasteners: 300 series M Fr stainless steel. 10 , v • Capable of running r, dry without damage to r s J components. .- Pump: EP05 - • Solids handling capab ' c malamum. W ' • Capacities: up to 60 GPM. s 20 • Total heads: up to 31 feet • Discharge size: 1'W NPT. z 5 • Mechanical seal: carbon- c - 1s rotary /ceramic - stationary, a 4 BUNA -N elastomers. o • Temperature: ~ 3 10 104OF(40°C)continuous 140°F (60°C) intermittent. 2 oL 5 . 1 } • •� ; c 0 10 - 20 30 40 50 GPI ,. 0 4 4 b 6 e *Y140 12 � �` �'? '