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Home My WebLink About040-1244-40-000 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division I k, INSPECTION REPORT Sanitary Permit No: 384196 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Parcel Tax No: Rustad, Craig Troy Township 040 - 1244 -40 -000 CST BM Elev Insp. BM Elev: BM Description: Section/Town /Range/Map No: 19.28.19.1246 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. .O Septic Benchmark U__5 E `ZxTo 4r w. av Dosing Alt, BM Aeration Bldg. Sewer L� ZO s r Holding St/Ht Inlet 5J4 Z-fo TANK SETBACK INFORMATION St/Ht Outlet TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic t N) t Dt Bottom Dosing Header /Man. s � I S ,�16 (�.o0 9,00 Aeration Dist. Pipe / b.� q3 2 Holding Bot. System PUMP /SIPHON INFORMATION inalGrade 3,0 9� 001 Manufacturer Demand St Cover Model Num r TDH Lift ion Loss System Head TDH t Forcem ' Length Dist. to Well SOIL ABSORPTION SYSTEM 15 WrIjLr � ENC Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS / SETBACK SYSTEM TO P/L BLDG WELL LAKEISTREAM LEACHING Manufa�tt{rgr. S INFORMATION CHAMBER OR �.tih Type Of System: 7�J UNIT C �v 5 ! 8 _ Model Numb r: ^ C L' DISTRIBUTION SYSTEM Header /Manifold tt Distribution x Ho Ve Spacing nt to Air Intake Pi s Length �— Dia Length Dia Spacing o '� SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded /Sodded Mulched Bed/Trench Center Bed/Trench Edges Topsoil 0 Yes E] No xx Fa] Yes E] No CQMMENTS: (Inc ude code discrepepcies, ersons present, etc.) Inspection #1: ((c 01 / Inspection p #2: Tocation: 269 St. Andrew Drive Hudson, WI 54016 (SE 1/4 NW 1/4 19 T28N R19W) Troy Village Lot 4 Parcel No: 19.28.19,1246 T 57) tt � ;tisE�11�Dp ) ,who G � a � - 1.)Alt BM Description 2.) Bldg sewer length - amount of cover = c� FAQ 5(Alk �1 op_ 5 . S�.wtS ko WIA Plan revision Required? Yes No 0(o +Zr d (< C•QC.S) �= tS other side for ad itional information, 6710 (R.3/9) U Ot.P.Gb , t h 2 S gsepctor's Signature Cart. No. 24 s L i,„ .unitary Permit Application Safet & Buiidmg In accord with Comm 83.2 1, W' .; N ddm 201 W ash r N*iscons See reverse side for instructions f QTpld,ting,N application PG Department of Commerce Personal information you provide aXb) . d ('dr secondarypurposes Madison. WI 5: [Privacy La t (m) (Submit completed form to co .. •: � ` star Attach com lete plans (to the county copy o the syskYii3O007r not less han 8 -1/2 x I I inches in size. Counq State n'ry 9 Permit Number hcc`�frevision to previous applica ion State Plan I. D Number r P I. App lication Information - Please Print all Informatio r ^ Location: Properly Owner Name Properly Location Properly Owner's ling Address ` SI /4 NCI /4, S / TNl" Lot Number Blocs, -.. _ Cry, State Zip Code Phonc Number Subdivision Name or CSM Number a v If T p of Building: ( eck one) ❑ City I or 2 Family Dwelling — No. of Bedrooms:_ 0 village O Public /Commercial (describe use): Town of O State -owned 7" III Type of Permit: (Check only one box on line A. Check box on B if applicable) Nearestt Ro d A) I ,Q New System 2. ❑ Replacement 3. ❑ Replacement of 4. ❑ Addition to Parcel Tax Number(s) System Tank Only Existing System 1 310 — y— d B) Permit Number Date Issued ❑ A Sanitary Permit was previously issued I Jq . a 8 , Iq ,[ v146 IV. Type of POWT System: (Check all that apply) —I01�. ANon-pressurized In- ground ❑ Mound ❑ Sand Filter ❑ Constructed Wetland O Pressurized In- ground ❑ Holding Tank ❑ Single Pass O Drip Line ❑ At-grade ❑ Aerobic re ment Uni� ❑ (jtecirculatin D Other: V Dis ersaVTreatment Area Information:^ _ I Design Flow (gpd) 2. DispersalArea 3 Dispersal Area 4. Soil Application 5. Percolation Rate 6 System 7 Final( Required Proposed Rate (Gals. /day /sq. M.) (Min. /inch) Elcvauor DO SaO S/ /• vZ g � VI Tank Capacity in Total 4 of Manufacturer Prefab ite Information Gallons Gallons Tanks Fiber- PI Con- Con- glass New Existing crete structed Tanks Tanks �T /doo /aQO 1 l�.t,�_.�.r� ❑ ❑ ❑ o ❑ o ❑ VII Responsibility Statement 1, the undersigned, assume res onsibilit for installation of the POWTS shown on the attached plans. Plumber's Name (pant) Plumb s ignat a (no st MP /MPRS No. Business Phone Number a035 - 1 Plumber's Address (Sweet, City, State, Zip Code E5 VIII County/Department Use Only ❑ Disapproved Sanitary Permit Fee (Includes Groundwater Date Issued I su g Agent Signa re (No sta. Approved ❑ Owner Given Initial Adverse Sur a Fee) Determination char 3 2C I IX. Conditions of Approval /Reasons for Disap pro � v � al � : � (�� [ ILI )' - -- 1 Z � L N� c�� N � - /ooh 1d8C) ,.,a- � l v WisconsinbepartmentofCommeroe SOIL AND SITE EVALUATION Page 1 of 3 Division of-Safety and Buildings in accord with Comm 83.05, Wis. Adm. Code Environmental By Design Attach complete site plan on paper not less than 8'h x 11 inches in size. Plan must County include, but not limited to: vertical and horizontal reference point (BM), direction and _S Croix percent slope, scale or dimensions, no rt fl I�b'atio� and distance to nearest road. n FI - r Parcell.D.# APPLICANT INFORMATIO - se print'a!l jr rmation. Personal information you provide may for ^ py Oses'(P" Law, s. 15.04 (1) (m)). R d y Da 1� Owner Property ; Property Location Pro Continental Develo m t -- - Govt. Lot SE 1/4 NW 1/4 S 19 T 28 N,R 19 W Property Owner's Mailing Add ss1, Lot # Block # Subd. Name or CSM# 12301 Central Avenue E; �� qq'? rl 4 Troy Village City State 21 ' art PhoneNu ❑ City ❑ Village ❑Town Nearest Road Minneapolis �C6 Troy St. Annes Parkway ❑ New Construction Use: e9 qd f / r of bedrooms 4 ❑Addition to existing building ❑ Replacement ❑ Public or commercial describe Code Derived daily flow 600 gpd Recommended design loading rate 7 bed, gpolft .8 trench, gpd/f'r? Absorption area required 857 bed, ft' 750 trench, ftz Maximum design loading rate .7 bed, gpd/ft .8 tr ench, gpd/ftz Recommended infiltration surface elevation(s) 89.00 ft (as referred to site plan benchmar Additional design / site consideration 6 "top soil to be added t Parent aterial glacial sand Flood lain elevation, if a licable ft for system Conventional Mound In -Ground Pressure AT -Grade System in Fill Holding Tank ble for system ® S El ❑ S ® U ® S ❑ u ❑ S ® U ❑ S ®U ❑ S ® U SOIL DESCRIPTION REPORT Horizon Depth Dominant Color Mottles Tie Structure Consistent Boundary Roots GPD/fts Boring# in. Munseil Qu. Sz. Cont Color Gr. Sz. Sh. Bed Trench l 1 0 -110 7.5yr6/4 - s* Osg sl - - .7 .8 Ground elev 91.26 ft Depth to limiting factor >110" Remarks: * alternating bands of cs 7.5yr4/4 2 1 0 -110 7.5yr6/4 - s* Osg mI - - .7 i .8 Ground elev 90.38 ft Depth to limiting factor >110" Remarks: * alternating bands of cs 7.5 4/4 CST Name (Please Print) Signature- � Telephone No. Thomas C. Nelson 715- 246 -2454 Address Environmental By Design Date CST Number Ref# 1432 120th Street, New Richmond, W1 54017 7/16/98 227387 78 r PRAPERTYMNER: Continental Development SOIL DESCRIPTION REPORT Page 2 of 3 PARCEL I.Q. Enviromnentat Bv Desi Depth Dominant Color Mottles Structure GPD/fP Horizon in Munsell Qu. Sz. Cont Color Texture Gr. Sz. Sh. Consistence Boundary Roots Bed Trench 3 1 0 -110 7.5yr6/4 - s Osg rni - - .7 .8 Ground elev 91.22 ft Depth to limiting fi factor Y G 2. >110 Remarks: 4 1 0 -120 7.5yr6/4 - s Osg ml - - .7 i .8 Ground elev 90.80 ft Depth to limiting factor 2( . >120" Remarks: 5 1 0 -120 7.5yr6/4 —7 7 s Osg ml - - 7 ! 8 Ground elev 90.26 ft Depth to limiting factor >120 Remarks: Ground elev Depth to limiting factor Remarks: BY DEA . N ,, 1432 120th STREET, NEW RICHMOND, WISCONSIN 715 - 246 -2454 y PRO : T VILLAGE OJ CT NAME R OY DESCRIPTION: SEl/, NW' /, SECTION 28 „T 28N, R19W TOWNSHIP: TROY COUNTY: ST.CROIX LOT: 4 SUBDIVISION: TROY VILLAGE � a L bj Li 003 p,�rtS V V v A A �c J 11 i SCALE 1 _� �� Tom Nelson BM 1 h C oa.�n en. Lot Z 227387 BM 2 r1 w Cu 2 n'e.a- of Z Dopartrnonl of c,naim,rr :" SOIL AND SITE EVALUATION Division of Ssdoly and tjildings Page of n,rreau of Inieyralod Seryicw; in accordance with s. ILHR 83.09, Wis. Adin. Code /Attach complete site plan on paper not less than 0 112 x 11 inches in size. Plan must County include, but not limited to: vertical and horizontal reference point (123M), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. # -- - -- -- — APPLICANT INFORMATION - Please print all information. Reviewed by Date Personal inlormatwn you provide may he used for secondary purposes (Privacy Law, s 15.04 (1) (m)). Properly Owner Property Location C ° h � (�� e tea,, - Govt. Lot 1/4 1/4,S T N,R E (or) W Property Owner's Mailing Address Lot If Block# Subd. Name or CSM# City State Zip Code Phone Number Nearest Road ❑ City ❑Village Town ( ) ro St - �M ar k UA ;K New Construction Use: 6Aesidential / Number of bedrooms L l Addition to existing building ❑ Replacement ❑ Public or commercial - Describe: Code derived daily flow (-06 gpd Recommended design loading rate r 7 bed, gpd/ft gpd1ft Absorption area required bed, ft trench, ft Maximum design loading rate bed, gpd/ft trench, gpolft Recommended infiltration surface elevation(s) ft (as referred to site plan benchmark) Additional design/site considerations Parent material 0A. --fo-'s k Flood plain elevation, if applicable �— ft S = Suitable for system Conventional Mound In- Ground Pressure AT -Grade System in Fill Holding Tank U = Unsuitable for system [2�S ❑ U Pas ❑ U ®S ❑ U ,J S ❑ U ❑ S 1�rU ❑ S Kii SOIL DESCRIPTION REPORT Bonn # Horizon Depth Dominant Color Mottles Structure GPD/ft 9 Texture Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench Ground elev. ft. Depth to limiting factor in. Remarks: - (ti e .C- G GC' ' U � � l y � 01/22/1999 17:57 715 - 726 -2549 S &B CHIPPEWA FALLS PAGE 02 Safety and Buildings Division Field Operations Bureau 13 East Spruce street . Chippewa Falls, WI 54729 ' Tommy G. Thompson, Governor Department of Commerce `�, Philip Edw. Albert, Aoting Secretary December 04, 1998 K OUST Ib No. 263197 A.Fj"N: INSPECTOR ST LRii %P COUNTY Z01 YINGOFPCE ZONING OFFICE ENVIRONMENTAL BY DESIGN ST CROIX COUNTY 1432 120TH $T -t; �'�� '' 1101 CARMICHAEL RD NEW RICHMOND WI 54017 _:._ -- HUDSON WI 54016 RE: CONDITIONAL CERTIFICATION Identification Numbers SITE: ST CROIX COUNTY, TOWN OF TROY Transaction ID No. 143688 $E 114, NW 114, S19, T28N, R19W Site ID No. 1260 LOT TROY VILLAGE SUBDIVISION Regulated Object ID No.: 420415 Plat Review Perm. File No.: 20751 DESCRIPTION: MOUND RESTRICTION RELEAS - LOT 4 Please refer to the appropriate OBJECT TYPI~: pOWTS identification numbers, above, in all correspondence with the agency, The Department has reviewed the request to release the mound restriction on the above referenced property, This request is supported with information that indicates this property is acceptable for development with a below grade soil absorption type private sewage system. Therefore, the Department walves the above mentioned restriction and has no objection to the development of this property provided that the private sewage system is constructed in accordance with the applicable requirements of Chapter Comm 83, Wisconsin Administrative Code. Conditional certification is hereby made to waive the -mound system restdctlon on this lot provided the following condition(s) are met: 1. The release and waiver of this lot restriction should be incorporated into a correction instrument under s. 236.295, Wis. Slats. This recommendation will eliminate future questions regarding the restriction on the recorded plat. 2. This is a preplanned soil absorption system area, and as such no development shall occur in the preplanned area and development adjacent to the preplanned area shall meet appropriate setbacks so as not to jeopardize private sewage system installation. Pursuant to Com 87.04 (7) (a) 2., Wis. Adm. Code, any changes to the location or extent of the preplanned area will require Department review and approval. This certification does not include review of the design for the proposed private sewage system. All other applicable criteria, as contained in chapter Comm 83, Wisconsin Administrative Code, must be met prior to issuance of the sanitary permit for a project at this site. All permits required by the city, village, township or county shall be obtained prior to installation. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Sincerely, DATE RECEIVED 08/1911998 �— FEE REQUIRED $ 80.00 O G. ansky, stewate ecialist FEE RECEIVED $ 80.00 Operations Bureau p BALANCE DUE $ 0.00 (715)726 -2549 Fax (715)726 -2544 Voice WiSMART code: Ijansky@commorce.state.wi.us f o` VOL 1198 PACE 476 596455 AFFIDAVIT OF CORRECTION KATHLEEN H. REGISTER OF DEEDS DEEDS TROY VILLAGE ST. CROIX CO., WI RECEIVED FOR RECORD 01 -25 -1999 3:30 PM I, James D. Filkins, Registered Land Surveyor, AFFIDAVIT 5 -2246, hereby certify that the Plat of Troy EXEMPT Village, recorded in Volume 6 of Plats, Page CERT COPY FEE: 89, Document No. 559959, St. Croix County COPY FEE: 2.00 located in the Town of Troy, St. TRANSFER FEE: Reg Y RECORDING FEE: 10.00 Croix County, Wisconsin, shows Note No. 5 on PAGES: 1 Sheet 2 which states "The following Lots must have mound systems: 1 through 10, 15, 16, 18, 19, 21 through 45, 47 through 49, 51 through 55, 59 through 64, 69 and 70." This note was changed on February 4, 1998, James D. Filkins by an Affidavit of Correction, Volume 1293, Ogden Engineering Co. Page 189, Document No. 572333, to read: 113 West Walnut St. "The following lots must have mound systems: River Falls, WI 54022 1 through 5, 16, 18, 19, 21 through 45, 47 pr - f ? - /_ ' 9.0 - vvo through 49, 51 through 55, 60 through 64 69 g g g i `o7L /G. O1 _ /.-4 - vvo and 70." This note is hereby changed again read: LutTt �- 1 = 2��0_ a o ` " v o Gof S; U4L, "The following lots must have mound systems: Parcel I.D. Number 1 through 3, 5, 18, 19, 21, 22, 23, 25 through 45, 47, 48, 51, 52, 54, 55, 60 through 64, 69 and 70." Dated this day of :5� , 1999. `� ,,gqu: uurrpr ghir�� '' R�`SG��'� N Ja D. Filkins 5 -2246 JAMES D. FILKINS 5.2246 a RIVER FALLS. _ State of Wisconsin ) < O Q'� ss. County of Pierce Personally came before me this Z? r � day of .� Uft ° 1999, to me known to be the person who executed the foregoing instrument-/and acknowledged the same. y Commiss Exp' r s s' Z UDO n��' ►^ _� � FF..�wFla «,• ST. CROIX COUNTY APPROVAL CERTIFICATE Approved for recording by the St. Croix County Zoning Office Date ,7a., 2S, /9911 This instrument was drafted by James D. Filkins, Ogden Engineering Co. 113 West Walnut Street, River Falls, Wisconsin 54022 Safety and Buildings Division Field Operations Bureau 13 East Spruce Street Chippewa Falls WI 54729 \ * Iscons i n PP , Tommy G. Thompson, Governor Department of Commerce Philip Edw. Albert, Acting Secretary December 04, 1998 CUST ID No. 263197 ATTN. INSPECTOR ZONING OFFICE ENVIRONMENTAL BY DESIGN { ST CIWOIX COUNTY 1432 120TH ST yr Cy 1101 /'CARMICHAEL RD NEW RICHMOND WI 54017 - Hl3l�SON WI 54016 N GOpp tcc RE: CONDITIONAL CERTIFICATION � Identification Numbers Transaction ID No. 143688 SITE: ST CROIX COUNTY, TOWN OF TROY Site ID No. 1260 SE 1/4, NW 1/4, S19, T28N, R19W Regulated Object ID No.: 420415 LOT: 4 TROY VILLAGE SUBDIVISION Plat Review Perm. File No.: 20751 Please refer to the appropriate DESCRIPTION: MOUND RESTRICTION RELEASE - LOT 4 identification numbers, above, in all OBJECT TYPE: POWTS correspondence with the agency. The Department has reviewed the request to release the mound restriction on the above referenced property. This request is supported with information that indicates this property is acceptable for development with a below grade soil absorption type private sewage system. Therefore, the Department waives the above mentioned restriction and has no objection to the development of this property provided that the private sewage system is constructed in accordance with the applicable requirements of Chapter Comm 83, Wisconsin Administrative Code. Conditional certification is hereby made to waive the mound system restriction on this lot provided the following condition(s) are met: 1. The release and waiver of this lot restriction should be incorporated into a correction instrument under s. 236.295, Wis. Stats. This recommendation will eliminate future questions regarding the restriction on the recorded plat. 2. This is a preplanned soil absorption system area, and as such no development shall occur in the preplanned area and development adjacent to the preplanned area shall meet appropriate setbacks so as not to jeopardize private sewage system installation. Pursuant to Com 87.04 (7) (a) 2., Wis. Adm. Code, any changes to the location or extent of the preplanned area will require Department review and approval. This certification does not include review of the design for the proposed private sewage system. All other applicable criteria, as contained in chapter Comm 83, Wisconsin Administrative Code, must be met prior to issuance of the sanitary permit for a project at this site. All permits required by the city, village, township or county shall be obtained prior to installation. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Sincerely, DATE RECEIVED 08/19/1998 FEE REQUIRED $ 80.00 FEE RECEIVED $ 80.00 eroy G. ansky, stewate pecialist BALANCE DUE $ 0.00 Field Operations Bureau (715)726 -2549 Fax (715)726 -2544 Voice W iSMART code: Ijansky @commerce.state.wi.us 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 Number of Bedrooms Design Flow - Peak (gpd) Estimated Flow - Average (gpd) Septic Tank Capacity (gal) tic Soil Absorption Component Size (ft -- Type of Wastewater Donibstic Table 2: Soil Absorption Component - Limits of Reliable Operation Septic Tank Component Soil Absor tion Component Design Flow - Peak (gpd) Z - a5 la Maximum Influent Particle Size (in) 1/8 v� Maximum BOD (mg /L) 220 Q 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 Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code (Servicing Septic or Holding Tanks, Pumping Chambers, Grease Interceptors, Seepage Beds, Seepage Pits, Seepage Trenches, Privies, or Portable Restrooms). The operating condition of the se t' tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filte s hall be cleaned as necessary to eI'1SUrP proper operation. The filter cartridge should not be removed unless provisions are made to i re ain so n e tank that may slough off the filter when removed from its enclosure. If the Mahagement 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 unsound defective or subject he completion of service. Any opening deemed to failure must J 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 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. 2 III Management Plan for a Septic Tank and Soil Absorption Component 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. 3 Mar 27 01 09:17p Master Shield 246 -331 -3845 p.2 iT �x SZKIC N►NK V , ��iii ►- AND QwN#.R $Hl! CUTI CATION FMM !�4eili�, A4isti{tiet , .Proroity Addrree S " ;Ve:tncsr}ari Pit:Pe.t kunl >•{onM� r�rnrleeKn' fN New ssneaftittf #RI �+ parcel Iden t'rowouft 1'fURAW r .a ►i�iteP1t11st re Frwpany Lat,ltion ' /�. % Sic �", Ty t+f•R.;,_l.r Tee - Of CortNloa Survey MOP 0 Warrant% Ned 4 ,.. . Valsrrv� ..L.G�— :---•� Pita N .�.�.t� },� Spec hausa Yes E't,tee wantifiable yes u C3 i��.� 1 , (M MA ntS VIuptyryr�r�i:; eyes: a+: auidrex:' 4ia w9�raatis +sts!`r!drA:o!�n4 ?ev�r!ea iP�rrrs�Ateti+Ke C@'•f11!! @f �11Tp�pa atst :we srpt s1t,k V'V) i;rCa Y.0 V lanra if vedril Ily . 1"Ut'Fe� }haT@1r, W7;et 3� AJi 'ores t Sy1!lrK. sr ; affect r (y�Et+On of tt+1 up i_ 4. It v; ttr"rtti ltstjr , 'Isc +':v 4,100111 /y44m, P 0—T eIIrtel t ®:�a�.i . St G'rai% Lanny tlEosrtsnaM f aA±flcst►4n ftul'• N 14 ols eve v bi Its TIw S r r+alift plumb 14%mor"nsn rt:umosr. a ur;c tcA p' um�r oP e i set+ud FvMMi reflf�i'M ties' ( t D tM itia's 1leeuwur fi�v0a{ arei u ,A gF8(iH iSOerat {t� LD91iee e t lnd'oP (� � .,r : Nut �untp we i +y tN Cessery }. tine /0y11c n#ls is ' *is tlssr. Ir] llttf et �ICla !'w: ;A( uA�1+:rs,�.�e� ties•c r•:ati tieg 0.biraC fPyu '•,,tCciii ir5vi it.,Ci iii r +rs:,t !Nt pr,v.l4 !< +J,y'* 6' #let 4" *!s wits *f aS NreltAc and 101 fan'+, Karlin, as set rq C Lest r r ai ^.t a milk Se E4ris k t:A ar,r to IN St. dross Coa 7 Zaw "I 01mee Wma 0 : DATIt 1te(tnxlkit �6+t fa{9t +t tai i wavt.:e I twf} tomilp shm oil 1' CF , tw.er��sb^'y �al car @aa ,R Sad to !f geed ofPSaea f two) e* (aa) A* owM+(a +F t� it ;pity do rs 0 a0#.e, 3 k Lb— L 9.101 * Loy ;afinetsaon tAet It rA:4 P@rr :e �nef rsesik rtes 0 4(" "Wit Win& "Vis of try the Tr�irt/ fii •• 14#1444 "w All rtfR1140 a sul" it iari from 00 $40i(er of Ices atltar , • aepY of all eerelfwd lwwy asap if afttreaee ass't's in Im arr,:rNStr acee 3 t,+s °. =atsteas,asPa _ �aryti«.nM�xs! +�wy1�lt sr,r r�liii ♦+@- 4tr -.ss STATE BAR OF WISCONSIN FORM I - 1998 6.r� 1675 WARRANTY DEED KATHLEEN H. WALSH L_ REGISTER OF DEEDS Document Number fl)1- ,1U1OPAGE 199 ST. CROIX CO., WI RECEIVED FOR RECORD This Deed, made between AUDREY A. 14CCONVILLE 03 -30 -2001 11:55 AM YARRANTY DEED EXEMPT D Grantor CERT COPY FEE: and CRAIG A. RUSTAD and STEPHANIE T. RUSTAD, husband COPY FEE: and wife as survivorship marital property TRANSFER FEE: 299.70 RECORDING FEE: 10.00 PAGES& 1 Grantee. Grantor, for a valuable consideration, conveys to Grantee the following described real estate in St. Croix County, State of Wisconsin (the "Property "): Recording Area Name and Return Address L t 4 Plat of Troy Villag in the Town of Troy, �v St. Croix County, Wisconsin. S � 3 ii I I 040- 1244 -40 Parcel Identification Number (PIN) I This is not homestead property. j' (is) (is not) ii fl Together with all appurtenant rights, title and interests. I i Grantor warrants that the title to the Property is good, indefeasible in fee simple and free and clear of encumbrances except — none . II j I!. Dated this 27th day of Ma rch 200 I (SEAL) I, * AUDREY A. CONVILLE (SEAL) (SEAL) l i AUTHENTICATION ACKNOWLEDGMENT l i SIgnature(s) State of Wisconsin, Patricia Coates - K nutson SS. Notary Public St. Croix County. l authenticated this tawolyw onsin $ Peronally th day of came before me this 27 M arch — 2001 the above named i Audre y A. McCon vi.Lie II TITLE: MEMBER STATE BAR OF WISCONSIN to (If not, me known to be the person who executed the foregoing authorized by §706.06, Wis. Stats.) instrument and acknowledge the same. THIS INSTRUMENT WAS DRAFTED BY Attorney Barry C. Lundeen MUDGE, PORTER, LUNDEEN 6 5EGUIN, Notary Public, State of Wisconsin 110 Second Street, H udson, Wisconsin 54016 My commissl is perms nt. (If not, state expiration date: (Signatures may be authenticated or acknowledged. Both are not ) necessary.) �I ` Names of persons signing in any capacity must be typed or printed below their signature. WARRANTY nFF.I) STATE BAR OF WISCONSIN Wisconsin Legal Blank Co., Inc. FORM No. 1 - 1998 Milwaukee. Wis. 11 41.68 C111 00" "' (0 C 112N N 89"4U' 2 1 " W 87 0 00' 00 S� ° 4�0 04 N W �-� p' Op�� E_ 4 Opp W 586.6 1 78 0 00 „�_� .41.68' C28 C2 98. 94,5 w S 00 00 W N _! N 1 93.94' "1 n oo wo 0 43913 S.F. o o 437 9 S.F. c)? 1.008 ACRES 0 o Q o r- 2 - Z 1.004 ACRES ►) N 44018 S F. °D- °0 0 Z 1.011 ACRES = h10 ul m ►o 80 0 C . ,� I ° 43*2 S.F. ,ph ? �t 1.003 ACRES fKh 44245 S.F. F 1.016 ACRES S 1/4 CORNER SECTION 19 T28N, R 19W 3 34.62' (PK NAIL IN 2” IRON PIPE) O' ENCHMARK, TOP OF 1" O U T L O T 2 RON PIPE, ELEV. = 902.72 LEGEND COUNTY SECTION CORNER MONUMENT, FOUND, BERNTSEN CAP UNLESS OTHERWISE NOTED. 2" X 30" IRON PIPE WEIGHING 3.65# /LINEAL FOOT O SET. 1" X 24" IRON PIPE WEIGHING 1.68# /LINEAL FOOT SET AT ALL OTHER LOT CORNERS. • 1" IRON PIPE, FOUND. UTILITY EASEMENT, 10' WIDE UNLESS OTHERWISE SHOWN. ............................. DRAINAGE EASEMENT, 10' WIDE UNLESS OTHERWISE SHOWN. - - — BUILDING SETBACK LINE, 75' UNLESS OTHERWISE SHOWN. EXISTING BUILDINGS 0 EXISTING SILO S DRAFTED BY DANIEL KUGEL SHEET 2 OF 3 � BD MAR 3 1 191 �c Wisconsin 00oartmnnt of Industry, SOIL AND SITE EVALUATION REPORT Page L of 3_ Lao=: and Human Rotauons Oiwsion of Safety & 8wldngs in accord with ILHR 83.05. Wis. Adm. Code COUNTY Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but ST. CROIX PARCEL I.D. a not limited to vertical and horizontal reference point (HM), direction and % of slope, :kale or dimensioned, north arrow, and location and distance to nearest road. APPLICANT INFORMATION- PLEASE PRINT FIO _ N REVIEWED BY OATS �. PROPERTY OWNER: PERTY LOCATION E 1 / 2S 24T 28 NR 20 W TOM RUEMMELE & JOHN AND BARB 'G LOT 1 14W 1 /2S 19T 29 NR 19 4(4" W PROPERTY OWNER':S MAILING ADDRESS `�9 sweit i SU80. NAME OR CSM ft 260 COUNTY ROAD F TROY VILLAGE CITY, STATE ZIP CODE HON ILLAGE ®TOWN NEAREST ROAD HUDSON W 54016 1 ) St .-45 DR1 JE >bQ New Constnx:tion Use � J Residential ' 4 ;R & P A[ 6& g I Addition to existing btuldfng Replacement [ J Public or co Code derived daily now 600 gpd nded design loading rate 0. 4 bed, gpolft = trench. gpdM Absorption area required 5 bed. ft i� trench, ft Maximum design loading rate 4. 5 bed. gpd/ 6 trf>nch, gpdM Recommended inGltfation surface elevation(s) BY DESIGNER ft (as referred to site plan benchmark) Additional design / site considerations �Jee ,A/o ?ES ON ' 0 0 W6 , 49 3 Parent material 40 — T/GG r / Oyr'W' 4SS00e Flood plain elevation, if applicable N/A It — CONVENTIONAL C3 $ Suitable for system AT -GRAOE SYSTeA IN FILL HOLDING TANK U= Unsuitable for system ❑ S ® U I MOUNO IN.GROUNO CZ S ❑ U I S & U PRESSURE ❑ Z U ❑ S I� U I S ❑ S I 2911 SOIL DESCRIPTION REPORT Horizon` Depth jDaminantcoicir I Matft i Texture I Structure I GP0 /ft in. Munsell Du. Sz. Corn Color Gr. Sz. Sh. 8ed ITrertctt Baring # Al 0 -13 IlOYR 3/2 - -- 1 12msbk (mfr Icw 1 2vf-� 0.5 0.6 330;`' A2 13 - I10 YR 4/3 - -- 11 2msbk Mft 1 - B1 24 -34 11OYR 4/6 - -- gsl lcsbk mvfr I w 1V Ground elev. B2 134 -48 IlOYR 6/4 mlp 5YR 5/8 sicl 2mabk mfi Ici lvf I - -- --- 90 tt. C1 8 -69 �OYR 6/6 flf 5YR 5/8 ifs lcsbk mvfr I &W 1 1vf - -- --- Depth to limiting C2 9 -72 LOYR 6/6 - -- s jOsg ml - -- 1Vf - -- - -- 3 a 4 c t t t or Remarks: Bonng # A -17 OYR 3/2 - -- 1 2msbk fr cw of -f 0.5 0.6 358?r„ B1 17 -34 lOYR 4/6 - -- 1 2msbk mfr cw 2vf- 0.5 Ground B2 34 -40 10YR 5/6 mlf 5YR 5/8 2vf- - -- - -- elev. B3 40 -63 lOYR 5/6 - -- lfs 2csbk mvfr gw lvf - -- - -- 90 3, ft C 3 -72 110YR 6/6 - -- fs Osg ml - -- lvf - -- - -- Depth to limiting factor I 34" Remarks: FN&mms:--146W Print jAMES '0. F"q� P onw. (715) 425 -7831 OGDEN ENGINEERING CO., 113 WEST WALNUT ST.. RIVER FALLS. WI 54022 e Date CST Nmnbir `t /e 97 CSTM03988 PAOPERTYOWNEA SOIL OESCRIPTION REPORT Page 2 at _3 PARCEL I.D. Al I Depth IDominantCotor I Mottles (Texture I Structure IC,owwCe+BounmylRoots GPOitt< Boring Horizon in Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. Bed Trend # 5 9 .,:t A 0 -15 10YR 3/2 - -- sl 2msbk mfr i 2vf- 0.5 0.6 - -- F : '..;< B1 15 - 24 10YR 4/4 1 2msbk mfr gw 2vf 0.5 10.6 Ground BZ 24 -30 JOYR 4/6 - -- sl 2msbk mfr gw 2vf- 0.5 10.6 i 902 ft, B31 30 -37 10YR 5/6 - -- sicl 2mabk mfi cw 2vf- 0.4 0.5 10YR 7/2 2mabk mfi cw 2vf - Depth to B32 37 -45 10YR 5/6 m3d 5YR 5/8 - -- - -- lini ing 10YR 7/2 factor Cl 45 -68 10YR 6/6 m3d - -- --- 37" C2 68 -72 10YR 6/6 - -- Ifs Osg ml - -- lvf - -- - -- Remarks: Boring Al Ground elev. ft. Depth to limning factor Remarks: Boring Ground elev. f t. Depth to I fronting I f fa:tor Remarks: Boring # Ground elev. ft Depth to Hating factor 4 - 1 Remarks: S80�ttOtR.06NZ1 i PAGE 3OF3 SITE PLAN DoT � I GoT z N l L /.4/ C2oviv0 G o T � 0-3Sd B- 330 ED i Go T 5" SCALE: 1 " = 40' NOTES: PROVIDE MINIMUM OF 1' SAND BETWEEN BOTTOM OF BED AND EXISTING GROUND. MOUND TO BE A MINIMUM OF: 25' FROM DWELLING; 50' FROM WELL; 5' FROM LOT LINE. OGDEN ENGINEERING CO. JAMES PILKWS, CSTM03988 Civil Engineers & Land Surveyors / 113 W. Walnut St River Falls, WI 54022 DATE: ��d 9 (7LS) 425 -7631 I W+sccjstnOaoartmentof SOIL AND S EVALUATION REPORT Page . Lof_I Libor and Human Aefauons Oiwswn of Safety s Bwadngs in accord with IL.HR 83.05. Wis. AM Code i COUNTY Attach c omplete site plan on paper not less than 8 112 x 11 i Plan must include, but ST. CROIX PARCEL I.O. i not limited to vertical and horizontal reference point (B t Y' pe, scale or dimensioned, north arrow, and location and distance n road. / APPLICANT INFORMATION PR1N � L INF � N ' REV IEYVE D BY DATE PROPERTY OWNER: ' PROPERrf LOCATION E 1/2S 24T 28 NR 20 W TOM RUEMMELE & JOHN AND BARB q G 1/4W 1 /2S 19T 29 NR 19 - W«IW PROPERTY OWNER':S MAILING AODRESS LO T Jkftl yr SUED. NAME OR GSM 0 260 COUNTY ROAD F % �ati;Y TROY VILLAGE CJTY, STATE ZIP COOE P )CI__ ILLAGE OWN NEAREST ROAO HUDSON W 54016 (71 anal St E4t5 lam/ JE New C XZW Use (X 1 Residential / Number of 4 (j Addition ca existing building building j Replacement ( j Public or commeraal desc ibe Code derived daily flow 600 gpd Recommended design loading rat 4 bed, gpdfit2 ate• 9pd/ft' Absorption area required 540 bed. ft `..+mod trench, ft Maximum design loading rate e- 5 bed. gpd/ft 6 "rich, gpdM Recommended infiltration surface elevation(s) BY DESIGNER ft (as referred to site plan benchmark) Additional design / site considerations �J ,+1/o ?ES ON Pt� 3 Parent material 40 Flood plain elevation, if applicable N/A ft $ a Suitable for system CONVENTIONAL. MOUNO INdiR0UN0 PRESSURE AT -GAADE SYSTBA IN RLL HOLDING TAN K U= Unsuitable for system I Q s ® U 1 0 S Q U 0S IC U ( 0S 21 U I ❑ S li� 1 Q S MU SOIL DESCRIPTION REPORT Horizon Depth Dominant ColorI Mottles I I Structure I GPD /tt ` Texture Consistence 9and�aly Roots in. Munsell Du. a ConL Color Gr. Sz. Sh. Bed Much Boring # Al 0 -13 k0YR 3/2 - -- 1 2msbk lmfr icw 2vf —� 0.5 0.6 A2 13 -24 lOYR 4/3 - -- 1 2msbk I B1 24- 34110YR 4/6 gsl lcsbk mvfr LW 1V Ground I elev. B2 134 -48 hOYR 6/4 mlp 5YR 5/8 sicl 2mabk mfi ci 11vf -- - -- 90 it. 1 C1 8 -69 �OYR 6/6 flf 5YR 5/8 lfs lcsbk mvfr- -- - -- Depth to limiting C2 9 -72 OYR 6/6 - -- s jOsg ml - -- lvf - -- - -- 3 Remarks: -- — Boring # A — 17 OYR 3/2 - -- 1 1 2msbk fr cw of —f 0.5 0.6 s 358 - -_ B1 17 -34 10YR 4/6 1 2msbk mfr cw 2vf 0.5` B2 34 -40 10YR 5/6 mlf 5YR 5/8 q I 2mqhk Tnfr ryff 2vf— - -- --- Ground elev. B3 40 -63 10YR 5/6 - -- lfs 2csbk mvfr 9W lvf - -- - -- 903 2,_ It C 63 -72 OYR 6/6 - -- fs Osg ml — lvf Depth to li miting ta= I 34' Remarks: Name — �lofue Prim ,DAMES 'D. RLKINS Phones (715) 425 -7631 OGDEN ENGINEERING CO., 113 WEST WALNUT ST., RIVER FALLS, WI 54022 S'agn�e: Oauc L-9/2 7 � CSTM03988 PROPER7OWNEA SOIL_ OESCRIPTION REPORT Page Hof _ 3 PARCELI.O. S Oeptn Dominant Color I Mottles Texture I Structure (C. nsww oe jf I Hoots GP Oitt Boring # Hcinzonl in. nt. I Munsel I au. Sz. Co Color Gr. Sz. Sh. Bed iTrerlc�t .► A 0 -15 1OYR 3/2 - -- sl 2msbk mfr Ri 2vf- 0.5 0.6 t 59'; B1 15 -24 lOYR 4/4 - -- 1 2msbk mfr gw 2vf- 0.54 0.6 Ground B2 24 -30 10YR 4/6 - -- sl 2msbk mfr gw 2vf- 0.51 0.6 i 902 ft. B31 1 30-37 � 10YR 5/6 - -- sicl 12mabk mfi cw 2vfA 0.4` 0.5 Depth to B32 37 -45 IOYR 5/6 m3d 5YR sicl 2mabk mfi cw 2vf- - -- -- tam C1 45 -68 FIOYR 6/6 m3d 5yg 7/2 ___ ___ 37" 1 68-72 110YR 6/6 - -- fs Gsg ml - -- lvf -- - -- Remarks: Bonng # 1 . < s v Ground slew. ft. 1 080 to lin><dng factor 1 1 I 1 Remarks: Boring # I 1 1 1 1 Ground 4 elew. ft. I I I I 1 1 1 Oepth to limiting I factof 1 I 1 Remarks: Boring # 1 Ground elev. ft Depth to Ii rrnting facDOt Rernarw- 5130- B7S0(ii.oasl4Z1 n PAGE 3OF3 SITE PLAN DoT � � GoT z B�icy��2,e� ToP oc /rt�L //V C2ovv0� EGE �� 8 3S9 goZ. e z G o 7 � B -358 GoT r SCALE: 1 " = 40' NOTES: PROVIDE MINIMUM OF 1' SAND BETWEEN BOTTOM OF BED AND EXISTING GROUND. MOUND TO BE A MINIMUM OF: 25' FROM DWELLING; 50' FROM WELL; 5' FROM LOT LINE. OGDEN ENGINEERING CO. JAME%b. FILKINS, CSTM03988 Civil Engineers & Land Surveyors _ �� 113 V� . Walnut g� 425 River - 76315 WI 54022 DATE: