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004-1030-50-100
St. Croix County Planning and Zoning Monday, November 12, ?DO? at 4:25:37 PM Detail Sanitary Information Wage ~ njt Computer #: 004-1030-50-100 Sub/Plat: NA Section: 13 Parcel #: 13.28.15.207A10 Lot: 1 TN/RNG: T28N R15W Municipality: Cady, Town of CSM: Vol. 15 Pg. 4121 1/4 1/4: NE 1/4 SE 1/4 Owner: Bowman, Chris 326 330th Street Knapp, WI 54749 State Permit: Issued: 04/10/2003 POWTS Dispersal: Mound less than 24" suitable s Permit: Reconnection County Permit: 54 Installed: 04/10/2003 POWTS Detail: NA Bedrooms: 4 WI Fund: POWTS Pretreatment: NA Issuer/Inspector As Built Plumber Otter Requirements Additional Notes Monev Owed Kevin Grabau >4/1/00 -Not Required Bowman, Jack this was entered into database on wrong parcel $0.00 None No number -pull original 2001 permit and file with 2003 reconnection folder. Owner: Bowman, Chris 326 330th Street Knapp, WI 54749 State Permit: 395136 Issued: 07/30/2001 POWTS Dispersal: Mound Permit: New County Permit: 0 Installed: 09/20/2001 POWTS Detail: NA Bedrooms: 4 WI Fund: POWTS Pretreatment: NA Issuer/Inspector As Built Plumber Other Requirements Additional Notes. Monev Owed Kevin Grabau >4/1/00 -Not Required Bowman, Jack 1200/800 combo tank to 8' x 75' mound $0.00 Kevin Grabau Yes .. ... ;'6. ,.' Scheduled Pump date Pumped Notification 9/20/2004 5/1/2005 04/01/2005 5/1 /2008 of your comprehensive planning activities. It's simply a matter of coordinating the agreement with your plan. Cooperative Boundary Agreements under §66.030, Wis. Stats., provide communities the flexibility to determine the issues to be resolved, the size of the agreement area, the responsibility for services, the duration of the agreement, and how boundaries are to be determined. With a Cooperative Boundary Agreement, the rules of annexation need no longer apply. You and your neighbors can make your own rules. ~ Stipulations and Orders Section 66.0225, Wis. Stats., provides a boundary agreement procedure for municipalities that are locked in a lawsuit over boundaries. The statute provides the litigants a chance to settle their lawsuit by entering into a written Stipulation and Order that is subject to approval by the judge. A referendum maybe held if requested by area residents. If the residents vote to approve the agreement, the Stipulation and Order becomes binding. TTP~ There are a few things to be aware of with Stipulations and Orders under §66.0225, Stats.: Because they require litigation, Stipulations and Orders are often more reactive and limited in nature than Cooperative Boundary Agreements under §66.030, Wis. Stats. • Their use is limited to adjacent municipalities that are in court over boundaries. • They are subject to a binding referendum. There is a chance that area residents will reject the stipulation. • Enforcement depends on continued judicial interest and involvement. What are some boundary agreement examples? • A Town agrees not to fight annexations in nn area designated for City expansion, and in return, the City agrees not to accept annexations from certain Town areas. • In return for certain Town Innds being transferred into the Village, the Village agrees not to oppose efforts by Town residents to incorporate n portion of their Town. • In return for extending City sewer and water services into Town territory, certain Town areas are transferred to the City, or the Town agrees not to contest annexations from these areas. • A City, Village and Town agree that in exchange for Town territory transferring to the City and/or the Village, the Town will share in the property tax revenues from the territory for a period of years. Or, in exchange for the City and Village NOT annexing this territory, the Town agrees to share the property tax revenue. A Town and Village establish a joint planning committee for an area that has had boundary conflicts. The committee is empowered to determine boundaries, develop ordinances for the area, agree to cost and revenue sharing, and plan for infrastructure and services. 66 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM Safety and Building Division INSPECTION REPORT I~ENERAL INFORMATION (ATTACH TO PERMIT) Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: Bowman, Chris City Village X Township Cad Townshi CST BM Elev: Insp. BM Elev: BM Description: TANK IN FORMATION TYPE MANUFACTURER CAPACITY Septic Dosing Aeration Holding TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Septic Dosing Aeration Holding PUMPISIPHON INFORMATION Manufacturer Demand GPM Model Number TDH Lift Friction Loss System Head TDH Ft Forcemain Length Dia. Dist. to Well SOIL ABSORPTION .SYSTEM ELEVATION DATA county: St. Croix Sanitary Permit No: 54 State Plan ID No: Parcel Tax No: 004-1030-50-100 Section/Town/Range/Map No: 13.28.15.207A10 STATION BS HI FS ELEV. Benchmark Alt. BM Bldg. Sewer SUHt Inlet SUHt Outlet Dt Inlet Dt Bottom Header/Man. Dist. Pipe Bot. System Final Grade St Cover BED/TRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer: INFORMATION CHAMBER OR Type Of System: UNIT Model Number: DISTRIBUTION SYSTEM Header/Manifold Distribution x Hole Size x Hole Spacing Vent to Air Intake Pipe(s) Length Dia Length Dia Spacing SOIL COVER x Pressure Systems Oniv 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: / / Inspection #2: / / Location: 326 330th St Knapp, WI 54579 (NE 1/4 SE 1/4 13 T28N R15W) NA Lot 1 Parcel No: 13.28.15.207A10 1.) Alt BM Description = 2.) Bldg sewer length = - amount of cover = 3.) Contour = Plan revision Required? L j Yes ~ No i ~ Use other side for additional information. i ~ i__ Date Insepctor's Signature Cert. No. SBD-6710 (R.3/97) ... -r-e r r- ~, ./ _ .. ~ Li./ ~/ 1 .F- LJ RY-~- F,D~ .~W ~~- L~~ r County Sanitary Penllit Application ST. CROIX COUNTY WISCONSIN In accord with 15.04 St. Croix County Sanitary Ordinance ZONING OFFICE Personal information you provide may be used for secondary purposes ST. CROIX COUNTY GOVERNMENT CENTER [Privacy Law. S. 15.04(1j(m)) 1101 Carmichael Road Hudson, WI 5401&7710 (715)386-4680 Fax (715)386-4686 Attach complete plans for the system on paper not less than 8-1/2 x 11 inches in size. County Sanitary ermit # Check 'rf revision to previous application © S 1. Application Information -Please Print all Information Location: Property Owner Name NE 1/4 SE 1/4, Sec 13 Chris A. Bowman APR 1 0 2003 28 N R 1s C]W ' Property Owner's Mailing Address ST. CROIX COUNTY Lot Number Block Number 326 330th Street ZONING OFFICE 1 City, State Zip Code Phone Numer Subdivision Name or CSM Number Knapp 54749 715-772-4690 649778 vol 15 page 4121 II T pe of Building: (check one) ity Village own of ^ 1 or 2 Family Dwelling - No. of Bedrooms: 4 ribe use): l i d Cady ( esc a Public/Commerc State-owned Nearest Road ~S-r ~ ~~ ~ 3 11. Type of Permit: (Check only one box on line A. Check box on line B 'rf applicable) 330th Street Parcel Tax Number(s) 1^Re it .~ Reconnection ~lon-plumbing Rejuvenation ~ L U ~ ~ ~ 004-1030-5088 Sanitation Permit Number Date Issued B) ^/ State Sanitary Permit was previously issued 656303 07/30/2001 . Type of POWT System: (Check all that apply) ^ 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 . DispersaUTreatment Area Information: 1. Design Fbw (gpd) 2. Dispersal Area 3. Dispersal Area 4. Soil Application Rate 5. Percolation Rate 6. System Elevation 7. Final Grade Required Proposed (Gals./day/sq.ftJ (Min.finch) Elevation 600 600.00 600.00 1.0 106.20 107.99 . Tank Information Capaicty in Gallons Total # of Manufacturer Prefab t C Site Con- tr t d Steel Fiber- glass Plastic New Existing Gallons Tanks oncre e s ut e Tanks Tanks Septic Tank 1,280 1,280 1 Wieser Pump Tank 800.0 800 Combo Tank ^ II. Responsibility Statement I, the undersigned, assume responsibility for repair/reconnenction/rejwenation/installation of non-plumbing for the POWTS shown on the attached plans. A icense is not required for terralrft repair or the installaf non-plumbing sa ' tion system. Plumber's Name (print) Plumber's a MP/MPRS No. Business Phone Number Jack A. Bowman 222839 715-235-4634 Plumber's Address (Street, City, Sta Code) 2819 Knapp Street, Menomoni 154751 III. County Use Only Disapproved Sanitary Permit Fee Date Issued Issui g Agent Signature (No stamps) Approved Owner Given Initial Adverse ~ I ~~_ - (~ Detertnination r Disapproval: fo eas o ns prov a l/R p .Conditions of A / 1 \ - n _ - /~ ~ ~~ ~,~r~ 1 I 1 EE'' AA ~ ` i~ 1.+7~bQ, ~^~'"'~ ~ >?2 ~~ 1 ~,~L. SvSi~ v , ~e.~,a-gQ. .ri9~J J ~ ~.t O '~ 9 ~-, p~ . . ~ `~ ' r1_ rjL t~~' ~ °~LT~ ~C~ , a.~.aK T~ . ~~y -~ ~~ ~ -•. Sf . Ci,e.~ C ~ ~- ~ s~~~~li.~r" ~ ~~ ~ y a~ ~ b4 Md1/t1/~u+~n¢N 00 ~ Ca.~-~~ 'Gpe~4 C CIe~K.dwrrCRA . ac. SEA- ~,~Q 1~"""" ~ ~;e~s ~ "`~'~` ~ P M ~ $ ~ ,r (o~ a, ~ ~u¢,,;7~ _10 _ J- ~~ ,~ dosQ ~oR~o. °~0~" l~ LDGEND BM: 100.'top of orange painted fence post X-pits Scale 1"-40' except where indicated y ~r t/ System Elev. 106.2' on contour 105.2' No Comm 83 problems ~ C . \ ~ ~ v,-:'~ ~1-..r, w~-o.... U -- ~ ,, Al A J ~ ~~ .~ ' p~ ~Y ~- f n ~~ _ p C. ,,,,,,~.~, 1 ~ SEE CORRESPONDENCE _ '~ ~~~ < - ~ C~Cc...-r~ ~' w h 1-/~ ~/ V ¢} TG ~l ~~'.~~ _ _ ,G ~~ ~ Citaf.-o~- r ~ ~,a~ ~ac~ .. ~ .. tY1LC~ 2L~~C t ~ n QP~J y1011y-~C ~~ •,~ ~'hh~l~l Z PROJECT: Bowman qs' °~ ~ywp.c ,q -- moo, . 4u 3 ,p~~„~~- -~.i~ ~~ , _ ,~ ~ ^ ~._ ;\ , ~~ ~ ' H CrJ ro LEGEND BM: 100.'top of orange painted fence post X-pits Scale 1"-40' except where indicated y +r ;: System Elev. 106.2' on contour 105.2' No Comm 83 problems f, ' _• r, ~I ' r ~ sue,,,.,, w~ . U ~{~J ^3 ~(%S {.. K ~~~,~ ~~ ~0~ ~~ I~ W c ~ 2' _,p ~ ~ ~~ I C~}I,s~~i~i1t-~~',S r~r ~. / C~~c...-r~ ~. ~~ ~~ ~~ f ~~ f I - !~.~ v C1E'~-off' - C~1 \JC~ C., r~~~ 2L~~C 1 ; ~ a ~ yl0 nix~C ~E ,~c~~~~ Z PROJECT: Bowman I j~l.~;~ SEE CORRESPONDENCE _ - - ~ _ ~5 a.,~, w-1'~ -»n r- ~ ~..1 ~.1.'c("., it ,~ -- ~, . 4~ 3 ,~~.,-ate. ~?C' ;, v.~-~~, t~I~,LT w ,G U! ~.m . H ~-3 Nra~cons iepartm~nt of Commerce PRIVATE SEWAGE SYSTEM J~~ ~' d~~g ~~~' INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Personal infomtation you provide maybe used for secondary purposes [Privacy Law, s.15.04 (1)(m)j. Permit Holders Name: City Village Township Bowman, Chris Cad Townshi CST BM Elev: ~ Insp. BM Elev: BM Description: TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY Septic ~` ~'~ } ~ ~ Dosing ~ C~~ + t Aeration Holding TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD SeptlC ~ 2~~ ~'~ ~ ~I f '~-' Dosing ~ ,~ K ~~ Aeration Holding PUMP/SIPHON INFORMATION Manufacturer ~ (tA Demand Q~J~p~/ GPM Model Number _ ^ •t j0 TDH Lift Friction Loss System DH'~/ ~ Ft ~i ti .b'6 to •Sa 22•So Forcemain Length ~Dt Dia. 2 n Dist. to wel- s `S' SOIL ABSORPT{ON SYSTEM County: St. CrO1X Sanitary Permit No: 395136 0 State P~ n ID No: fl ax No: Pancel 001030-50-000 STATION BS HI FS ELEV. Benchmark ~ O, $7~ 0, • 17U .O Alt. BM a• S`O ~oZ.Of Bldg. Sewer I'• Z O 1 r ~9.3G St/Htlnlet jr~ ~}Zr St/Flt Outlet Dt Inlet Dt Bottom 7 a r !~ ~ ~ ~ • ~O Header/Man. VZ p(, t4,t Dist. Pipe 3"a. 3. ~(~ ~.(i ! ~ ~~ r eot. System . L L r (ofo - Z'b Final Grade tlv' St Cover HeadedManifold tl Length Qipi Dia Distribution f) Pipe(s) y~~ 1~ n J/ Length -1 Dia ! Z Spacin V x Hole Size ~/ tl x Hole Spacing Vent to Air Irrtake SOIL COVER x Prassnrra Svctpmc Only xY Meund Or At-Grade SVStemS OnIV Depth Over Depth Over xx Depth of xx Seeded/Sodded xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil ®Yes L~ No [] Yes [~/f] No COMMENTS: (Include code disrxepencies, persons present, etc.) Inspection #1: a~ / ~ ! ~ ~ Inspection #2:_~~/ 6 ~ Location: Knapp, WI 54579 (NE 1/4 SE 1/413 T28N R15W) NA Lot 1 y,~,,. •. Q9~~ ~~ {.o (yam Pa'rcelnNo: 13.28.15.2_07A10 1 J Alt BM Description =~~ ~ ~ s~ , ,.~~~) L "~" `r crdta« o.>~ ~ ~'~` ~ ~~~~ I ~ 2.) Bldg sewer length ~Z.4w+e.~v'E '~ Y~ .> ~. ~' .~. ~a~p • •~o a -amount of cover = -~'~9 ~ f ~~ ~ C ($ ~' ~, Q~„M,~ e.N 3.) Contour =C X07 ~ p$',Z' ~.>(ia+~'~ tl~ ~ ll~ •s* Plan revision Required? [~j Yes ~,No ~ ~ I `~~ I 1 ~ Use other side for additional information. --- SBO-6710 (R.3/97) Date Insepdors Signature Cert No. DISTRIBUTION SYSTEM ISJ_ ~. ~ L /_~.d "e ~ ~ Safety and Buildings Division Washington Ave., P.O. Box 7162 201 W ~~' ~~i (~ ~, -~"• ~`~ ~ X . ® ~S~~~S~~ Madison, WI 53707 - 7162 Sine Address l Oe artment of Commerce ~- Permit Number ., .. , Sari Permit A lie .~ .- ~Y PP t ~q ~ , . In accord with Comm 83.21, Wis. Adm. Code, perso ~ ~ q ~ 3 ~ ^ Check if Revision ma be used for Privac 5. 1 m I. Application Information -Please Print All Info ~ `` St ~1~ 1' 3o r Property Owner's Natne f~/~ ~ Parcel Number f ~ ©0~-10 3Q -~O ~--C)CX7 r2, ~ o w ~m 3 h Property Owner's Mailing Address (~~ 4~ 1"`~Y P~,r1operty Location , f W ~ N 3aS S 30~ ~~~ N.RU ~ ~ .SEIi;S~3 T City. State Zip Code Phone N Lot Numbe~ Block Number --i-- 5 CSM Number L.) ~.... ~~12 ~'~~'~ 9 h +~' *1~~.-4bgo ~649~~~ sac ~s ;j45E yla/ ~ II. Type of uIIding (check all that apply) ^city ~ i or 2 Famt~y Dwelling -Number of Bedrooms ~ o v,r ~~~ ^ publia/Commercial -Describe Use Township ~a.d ^ State Owned Nearest Road 33~~ ~ . III. Type of Permit: (Check only one box on line A (numbering scheme for internal use). Complete line B if applicable) ~ i ~ New 2 ^ Replacement System 3 ^ Replacement of 6 ^ Addition m For County rue stem Tank Onl stem ~~ ~~ Permit Number S. ^ (beck if Sanitary Permit Previously Issued IV. Type of Permit: (Check all that agply)(numbering scheme is for internal use) $ ~ x ? 5 ~ a z 44 ^ Non ?ressurized ln-Ground 21® Mound 47 ^ Sand Fiber SO ^ Consuuct~d Wetland ~ 10 ~ . 2_O ~ C °~ ~ ~ ~ pr,e~,~ ~.{~,~ 41 ^ Holding Tank 48 ^ Single Pass 51 ^ Drip Line ~j Z "~0 ` ` ~ - (O p G ~. ~ - ~ 45 ^ At-Grade 46 ^ Aerobic Treatment Unit 49 ^ Recirculating 30 ^ Other V. tment Area Information: Design flow (gpd) Dispersal Area Dispersal Area Soil Application Percolation Rate System Elevation Final Grade L` Elevation ~ DS h) C /I Mi ~ w . t tic n. o A Required proposed Rate(Gals./Days/Sq.Ft.) ( '(Z~+}G ~ VI. Tank Info Capacity in .Total Number Manufacturer Prefab Concrete Site Consttttcted Steel Fiber Glass Plastic Gallons Gallons of Tanta New Existing TarJcs Tads ,/ Tan1F Ei°Wio S l n g- epuc °r l 18 ~ t-~-'- (Z. $D VII. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached pleas. Tqp~ Business Pho~ Number Phiatber's Nam (Print) Plumber's Signs ~t~c,k ~. ~,~~,2~ _"'~ .~,~-,.. ~ aaa~3~ ~~s ass- ~63~ Plumbers Address (Street, city. State, ,~ erode) ~..5 I q -IC -n a'~p 5# a E o- ~ ~ ~ ~ too r~ p rt i g ~ 1 5 ~! '1 5 , VIII, Coup /De artment Use Onl Sanitary Permit Fee (includes Groundwater Date Issued Issu' Agent Signature (No Stamps) Approved ^ Disapproved Surc e Fee) ~ , ^ Owner Given Initial Adverse _ ~~ 5 7 ~/ ~C~ Determination lX. Conditions of ApprovaUReasoas for Disapproval Attach oompide pram (to the coma odd) far the ~~ oa t+oPa rot iess tiun a1n:11 inches m size SBD-6398 (R. OS/O1) County Sanitary Permit Application ST. CROIX COUNTY WISCONSIN ZONING OFFICE ~Q In accord with 15.04 St. Croix County Sanitary Ordinance Personal info~r~mati~on you p vide may be used for secondary purposes ST. CROIX ;001 Carmichael Road CE ~~"" rivacy w. S. 15.04(1xm)] Hudson. WI 54016-7710 a- .---- (715)386-4680 Fax (715)366-468E Attach complete plansTor a system r'. t Ids 8-1/2 x 11 inches in size.l ertmit # ^ Che f.~?r~s~iorl fo previous 'nation ~ . # 395-13 (a ~~' ~ le!- ~ ° Information -Please Print all Information ~ C~. ~ ~~-~ ~(-'' Location: - - - ,., V- y - ~ ~ - ~ ~FF~Gr 1 Lot Number Block Number .Property Owner's Mailing Address ~~G ~~~ ~ ~ ~ ~ ~p Code Phone Numer Subdivisions Name ~or CSM Number 'City, State - - - _ ~ \o~ q I ~ 0 vat ~ ~ '~ l Z - ~ 5y ~} `l t 5 '1'l 0 amity ^ Village ®Town of III Type of Bui d g: (check one) { ~ 1 or 2 Family Dwelling - No. of Bedrooms: ~ ad - ^ Publir/Commeraal (describe use): Nearest Road ~_ S~ ^ State-owned ~~ Q II. Type of Permit: (Check only one box on line A. Check box on line B if applicable) parcel Tax Number(s) A) 1.^ Repair 2. ^ Reconnection 3.^Non-plumbing 4• ^Rejuvenation 00a_ lO 30-~ S O- d~ v Sanitation Permit Number Date issued e) ^ State Sanity Permit was reviousl issued N. Type of POWT System: (Check alf tfiat apply) los• Zo ~ g~ 1C Mound ^ Sand Filter ^ Constructed Wetland ^ Non-pressurized In-ground ~ [a Single Pass ^ Orip Line ^ Pressurized In~round ^. Holding Tank ^ f ~ - i Ofl ~, ~ ^ Aerobic Treatment Unit ^ Recirculating ^ Other At rade . DispersaUTreatmen Area Information: 1. Design Flow (gpd) 2. Dispersal Area 3. Dispersal Area 4. Soil Application Rate 5. Percolation Rate 6. System Elevation 7. Final Gra e Min.~nch) 'Q\S C='Sa-Q Elevation Required Proposed (GalsJday/sq~ft.)~~ c ( ~ ~ ~t ~ © ~~L~ " _ Plastic VI. Tank Information Capaicty in Gallons Total # of Manufacturer Concrete strutted Steel glass New Existing Gallons Tanks Tanks Tanks ^ ^ ^ a' --,- IZB~ ~ - ^ ^ ^ ^ ^ Vil. Responsibility Statement I, the undersigned, assume responsibility for repair/reconnenction/rejuvenationlnstallation of non-plumbing for the POWTS shown on the attached plans. license 15 not required for teralift repair -plumbing sanitation system. MPH~1o. Business Phone Number Plu hers Name (pri t) Plumbers ig atur mps): ~ 15 x.35- yb3~ Plumbers Address (Street, City, , ZP fie) x819 ~C~-n S~ . o rvt I s~-1 ~ Viii. County Use Only Disapproved Sanitary Permit Fee / Date Issued Issuing Agent Signature (No stamps ^ Approved Owner Given Initial Adverse -~ p 7~ Determination IX. Conditions of Approval/Reasons for Disapproval: ao ~ ~ ~~- n- D^ ~~~• -~~ ~~~~~ Sr. CaotK COUNN N? 395136 ~'~_'^~ STATE SANITARY PERMIT ^TRAN~ F~ENEWAL PREVIOUS NO. OWNER C`~cs Q~M+~ PLUMBER~`~~. ~~~av LfC.# Z22~3 TOWN OF C~~ _ SEC 3 ,T~N, AND/OR LOT ~ `s,,~~ ~~°I ~g f r. 1S~P 412r R_~E 11 BLOCK SUBDIVISION CHAPTER 145.135 (2) WISCONSIN STATUTES (a) The purpose of the sanitary psrrnit is to allow instaliatlon of the private sewage system described in the permit (b) The approval of the sanitary permk is based on regulations in force on the date of approval. (c) The sanitary permit is valid and may be renewed for a specified period. (d) Changed regulations will not impair the validity of a sanNary permit (e) Renewal of the sanitary permit will be based on regulations in force at the time renewal is sought, and that changed regulations may impede renewal. (f) The sanitary permit k transferable. History: 1977 c. 168; 1979 c. 34,221;1981 c. 314 Note: it you wish to ronew the permit, or transfer ownership of the permit, please contact the county authority. AUTHORIZED ISSUING OFFICER - DATET~. ~~1 ' ~1 THIS PERMIT EXPI UNLESS RENEWED BEFORE THAT DATE POST IN PLAIN VIEW VISIBLE FROM THE ROAD FRONTING THE LOT DURING CONSTRUCTION SBD-06499 (R.8/00) W ~. 3~' i -- _ k , f ~1 ti. l' 3 4 "; S ., j %: .~ Imo- ~' ~ Chris Bowman NE,SE, 13,28,15W Cady township St. Croix county n G e9t9r .e.~2e~ T-T lo~`etta larrabee CSTM 224580 SOIL AND SITE EVALUATION REPORT BM: 100.' top of steel fence post pai orange Scale 1"-40' except where indicated X-pits No Comm 83 problems at 'this time ~/ I °1~ ; --- _ -. ~,~° ~-~ ~ ~~ ~ io5.~ ~ ~ ~ - _ <- "- .~ ~~ - - J - 0~.2. _ _ - l - -- - ~~ ~~ ~ Page3of~ `~ ~ ~~ -o ~ e ~~ wii,con' artm~nt of commerce ) PRIVATE SEWAGE SYSTEM Z •~ .SFt'atY g [~visiori f -~ ~ .. INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) 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 Bowman, Chris Cad Townshi SST BM Elev: ~ Insp. BM Elev: BM Description: ~~.v rm~a ~ TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY Septic ~~~~ 1 Zw ~~ Dosing ~ C + t Aeration Holding TANK S€rYBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Septic ~ 2~.t z~OS( J ~' ~-, Dosing ~ ~ ~-L w''"~ `t . Aeration Holding PUMP/SIPHON INFORMATION Manufacturer ~ /~A _ Demand Q~.~,/ GPM Model Number ~ Vfl ~ TDH Lift Friction Loss System d TDH , ~ Ft 5 •ti .to4~ ro •~ 22•S'fl • Forcemain Length t Dia. Dist. to well ~ "'~.~ ~ n s f.S SOIL ABSORPTION SYSTEM c°"n~~ St. Croix Sanitary Permit No: 395136 0 State P n ID No: ~ Parcel Tax No: 001030-50-000 STATION BS HI FS ELEV. Benchmark ~4.$O (0. tr0.0 Alt. BM g• ~ 102•x, Bldg. Sewer ,'r 2 p 1 ~• ,30, St/Ht Inlet !S" ~ Q~.~-Zr SUHt Outlet Dt Inlet Dt Bottom 7 a r [~• ~ ~ • ~O Header/Man. ~ VL ~ ~Q,t Dist. Pipe 3a ~~~ " ~ ~ •~~ t Bot. System . Z L ~ (olio- zB Final Grade ~ ~ St Cover Header/Manifold Distribution ~) x Hole Size x Hole Spacing Vent to Air Intake ll ~ Pipe(s) ~ ~ a H ~ 'Z ~ ~ I t! / Length P,Qi Dia Spacing V Length Dia SOIL COVER Y Procenrn Rvc4omc rlnly YY Mnund Or At.Grade SVStemS OnIV 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: C79 / 2A/ d ~ Inspection #2:~/ 6 ~ Location: Knapp, WI 54579 (NE 1/4 SE 11413 T28N R15W) NA Lot 1 ~,1... ~ 0 ~ ~/n ~ ~y,~ Parcel No: 13.28.15.207A10 1.) Alt BM Description =~~ ~'~ ~~ • ~ ~~~9~'~' ~'°~ ~~' ~~ ~°r"~ ~ 1 2.) Bldg sewer length ~7•L-..+4,'~' "'" Y~ •> ~'` ~,~a",."~"t~ . ~ a '~ _ n QQ, ~.~. lap , - amount of cover = ~h.gw~~l~l ~~ ~~ ~ ~ (g ~ p c.Yl 3.) Contour =C .30~ ~ b~S.Z~ C~'•+-'~ $'t~llo•SD Plan revision Required? [] Yes ,No ~I J ~ _n` I -~ Use other side for additional information. _ O~ ~I'~~iJ-w~._. ~~10~. i ___ ~/ Date In es p oct is Signature Cert. No. SBD-6710 (R.3/97j DISTRI6UTION SYSTEM (~L..... _ I. 1,.x,0 - __ -- --- _ • - ~n s Division County ' Safety and Building ~-; t2©1 201 W. Washington Ave., P.O. Box 7162 Site Address Madison, WI 53707 - 7162 De artment of Commerce Sanitary Permit Ap] In acco ~ C ~ fo 2~ is. Adm. C~ ova hcation Information -Please Print All Informs I. App ' property Owner's Name -- Property Owner's Mailing Address Zip Code City, State - Sanitary Permit Number . ~9~13~ ~ ` ` ~ `aj„p3u'vide `_,,~ ^ Check if Revision 5• 1 m °., i State Plan LD. Number ~L~r '~.`°' ° b 5 ~ 303 \ ~ s.. Parcel Number ~/~' ~ ~_-~~ ©04- to 3c~ -50 ~~ f :~ ` ~, i Property Location 'C:~'~-' N ~ ',<i S~ u; S I ~ T d N, R ~~ I.ot Number Block Number Phone N 'L, , "~ - 5471 R n l~ h7~-~kb9o ~10~+4~»~ ,,~r. rs ~45E ~flzl ~C~~ ~ ~- ^City II, Type of Building (check all that apply) ^Viylage ~- o v~Y' >!EI 1 or 2 Family Dwelling -Number of Bedrooms ^ Public/Commercial -Describe Use Nearest Road °' 3~~~~. ^ State Owned for internal hcable) use). Complete line B iif aPP Type of Permit: (Check only one box on line A (numbering ~ scheme For County use , 3 ^ Replacement of 6 ^ Addison to A, lacement System 1 ~ New 2 ^ Rep Tank Onl Eris ' stem Date Issued S stem permit Number B. ^ Check if Sanitary Permit Previously Issued r ro ~ '15 rs ~t g r 1 numbering scheme is for internal use) k all that sPP y)( X tlar~ ~ ^ C°nstntcted W ~ IV. Type of Permit: (Chec 47 ~ Sand Filter ~ _ ~,~ ~ 10 5.2-C ~C~ ~ fl N~^ -vresssL~ized ln-Ground 21® Mound T~ 48 ^ single Pass 51 ^ Drip Line /1 ~~~ .~ l ry - l a ~ G. ~. In-Ground 41 1] Holdin8 22 ^ Pressurized (J Aerobic Treatment Unit 49 ~ Recirculating 30 ^ Other 45 ^ At-Grade 46 t Ares >~formation: n i F~ Gradc percolation Rate Systam Elevation Elevation L~ D o tmen V. D• r~Tr~ Dispersal Area Soil Applicat n Flow (gpd) D~persal Area R,ate(Gals./Days/Sq.Ft.) i D ~ ~ ~.~ ~ r 5. (Niin•/Inch) g es ed ~6p° Requtr b q ~ 1 ^t-~ ~'~ 106 ~--/ ~ 0 ~ (~ [~ ~ ~O OO ~ ~ © ~~ \ " ~ ~~~ , a Site Steel Fiber Plastic prefab Capacity in Totitl Number Manufacturer Glass Concrete Constructed VI. Tank Info Gallons Gallons of Tanks Septic or~i3olding-T~ 12g e ~- \ Z ~a 1 Dosing Chamber 8 o a .____ 800 e VII, gesponsibility Statement- I, the undersign , asstnu Flumber's SiBna~ Plumber's Name (Print) ~'' t J rn 2 v. r> = '~ i~t_)< Plumber's Address (Street, City. State,. ~ip Code) 5.{- air rr ~ ~..~s I a -IL -r. a='p p U Onl 1l l'..amh.vn ~~.a~ for installation of the POWTS shown on the attached plans. sponsibility Business Phone Number MPRv'O17~ . _ ~ aaa~3 ~ its a3 s - ~6 3S~ ~ 1 S •i -1 M~w\0 ~`"'Oni~ VIII. Count /De moment se ~~, permit Fee (includes r ~] Approved ^ Disapproved Surcharge Fee) ~. / ^ Owner Given Initial Adverse - ~a cj , Determination rovaUReasons for Disapproval IX. Conditions of App SBD-b398 iR. OS/Ol) ,- . x ..... , , ~~ ~ ~ Wisconsin Department of Commerce Division of Safety and Buildings µtyrh complde plpns (to the County Issued ~ s~-i~rg ASem Signature (N ~ StamPs) I t~ ~ pyper not less thaw Slfl x 11 for the syst size sue- a7a 9 ~ SOIL EVALUATION REPORT Page I ° of ~ , Attach complete site plan on paper not less than,~1-/2,ii t 1!i" ches ! 'ze. Plan must County L. ~ r~ ~ { inGude, but not limited to: vertical and horizo I reference Dint B , ction and ~~~. p ( ? , percent slope, scale or dimensions, north eland location and distance o nearest road. ~ Parcel LD. C~C~t.~ - I (~ ~('i - ,~~ ~ ~~~ Please printt,,'al~;lr)f0f~ ~~ O 7 Re iewed by Date ~ ; --. Personal information you provide may be usgd:f@r'secondary purposes (P ' Law, s. 15.04 (1) (m)). Property Owner ;`-"" 4~v ~ ~- K ~ Property Location ~~ ~ ~_ P 1 1 ^~ ern ~~ "~..', 5~ ~'~~Y Govt. Lot ~ ~ 1/4 ~I` 1/4 S ~ 3 T ~g' N R / S ,~ (o'ff' Property Owner's Mailing Address O ~G L t # Block # Subd. Name or CSM# ;~ ~ ---r- 'y E~ 4v In F r e- mac; :~> F~ City State Zip Code one Numbei ~ City ~ Village ~ Town Nearest Road Boring # ^ Boring ~ ~ ~ Pit Ground surface elev. d = <) ' ft. Depth to limiting factor ~'t 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 1 ~• ~ ~~ ~ ~'N ~~ ~ ~ ~.~ k r C S `~.~ -1 / d ~l fo ~.~ ~ Yl 5[c trl r ~~ i (~ !1 ~.1 - il0 1o R y/~ C ~. ~. ,s ~F! ~ `~ S/9 .Sr ~ 1 , ~ ,`~~at~ ~~ r ,~. .~ , 3 ~ - h ~~~ - ~ ~,~_ . ~,_ -~,L, ®-~.- . ^ Boring ~ -~ ~_~ z Boring # Pit Ground surface elev. ~ ~ ft. Depth to limiting factor' in. Soil Application Rate Horizon Depth Dominant Color Redox Desrxiption Texture Structure Consistence Boundary Roots GPD/ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Ef(#1 •Eff#2 a, cp.~3 10 ~% . ~;~ abk ~,~~ c s ~. 5 ,8 ~ " ~ 5 5~8 ~. ~ 7, 5 ~ Q eta `` 5/ s! c ~ -~ ~s~, k ,~.~ ~ ---- --~ ~~ ~. ~ ~ 7 ~ ' h jt.,-• _- k.2T~~.-.%'~ r ~~ ~ d~..L nrr J ,1.~''i/ ~rnuenr ~"r = tsws ~ ou ~ [[u mgit_ ana i ~~ >su n1?!0 mg/L - Etfluent #Z = BODS < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signature CST Number Ms. Loretta A. L CSTM 224580 Address ~ Date Evaluation Conducted Telephone Number N2089 Cty. Rd. Y, Menomonie, WI 54751 ,~ I~ ~ 715/235-4634 wk otl~C I 715 664-8184 hm ® New Construction Use: ® Residential / Number of bedrooms ~ Code derived design flow rate ~) GPD Replacement ^ Public or commercial -Describe: -"-f° Parent material,~i:-e,~-,;~,,. ~ ~/~ ~e sy~~ Flood Plain elevation if applicable '-~ ft. -~~- w. • Y!~s _ ~ (~- r~.J x r.... * , ` 1F f~ op_ ~ ~ ~~LJrn 2'!l h Y ~ 11II Parcel ID # ©~"`t ^ 1~3c'~ -J~-C~~ Page 2~~ Of ~ r .~ - l Property Owner ^ Boring ~ . ~ Boring # r~ ft Depth to limiting factor ~ in• Soil Application Rate , , -t~, ^ Pit Ground surface elev. minant Calor Redox Description D , Texture Consistence Boundary u ~ Roots GPD/ftz 'Eff#t 'Eff#2 o Horizon Depth in, Munsell Qu. Sz. Cont. Color e ' Sh. Sz. Gr c' ~~ ~ ~ ...5 ~. S ~ - , ~ ,P ~. _ ~ ~ ~,~. m ~ S ~ . f ~ -~ ~` '- .5 R ~~~ ~ • r ' ~ r 6~ YY - s ~~ l ~, ~~ 3 ~ ~ ~/~ ~ ~ ~ f ~S ~~ m J . f_ ~ .^.,~ 5/ ~sr c 1 ~ ~ ~k m~B ____ .-~ ~ ^ Boring Boring # ft, Depth to limiting factor ~n• Soil Appliption Rat ^ Pit Ground surface elev. Texture Structure Consistence Boundary Roots GPD/ft2 Horizon Depth Dominant Color Redox Description Gr. Sz. Sh. •Eff#1 *Eff#2 in. Munsell Qu. Sz. Cont. Color ^ Boring in. ^ Boring # Ground surface elev. ft. Depth to limiting factor Soil Application Rai ^ Pit Horizon Depth Dominant Color Redox Description Texture G~Szu Sh. Consistence Boundary Roots 'E~GPD/ft.E~ in. Munsell Qu. Sz. Cont. Color Effluent #2 =GODS < 30 mg/L and TSS < 30 mg/L * Effluent #1 =GODS > 30 < 220 mglL and TSS >30 < 150 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. ssasaw (rcdool t ! r ~ ~ /~.. ~ 7 '( + r Chris Bowman NE, SE, 13, 28,15W Cady township St. Croix county an r~ ,° n r, n~ ~: L ~. G Loretta larrabee CSTM 224580 SOIL AND SITE EVALUATION REPORT Page3of 3 BM: 100.' top of steel fence post pai orange Scale 1"-40' except irhhre indicated X-pits No Comm 83 problems at this time ~~ ~` G 0 ;~ ~ ~~ ,~ ./ ---- ,~n ~ ~ - ~ - ~y (~ 4.,~ ~~ ~" ~. .\ _ ~- - Q~ - _ ,o~•~ _ _ J <~- ~ ~ '. ~, k' - - - -' ~~ - - ~~ t ~ ~ ~~ ~ ~ r (~`' ~ d n ~~ ~ ~ ~~ r, r `~ Grp' " ~ ~ ~' ~ . 3 t. ~ ~. ~ ~. 1~`" 1" J ' , ~• ~ ~~ . ' , ! ~ 1 R CERTIFIED SURVEY MAP L OCATED I N THE NE I /4 OF THE SE 1 /4 OF SECT ION 13, T. 28N. , R. 15W. , TOWN OF CADY, ST. CROIX COUNTY, WISCONSIN BEARINGS REFERENCED TO EAST PREPARED FOR: LINE OF THE Sf I /4, SECT ION r3. CHR ! S BOWMAN MEASURED AS SOO°32' 43'W. (ST. CROIX COUNTY COORD. SYSTEM) EAST OUATER CORNER SECTION 13 -FOUND a~ ALUMINUM MONUMENT °~ UNPLATTED LANDS ............................. X $~ I ww- N85°4T' 44'E I a gi a to ??la ---.. ,o. ~. S58.48' 18'E NI x$ ~.. II 12 "- .~ -_;,~ '•• le~_•.:.•.... - ~~.~.253.38' of ci,,, ///T W 14 16 ` ~ ~ • I ~ C • W 17 ~~~~• g S71 42'22'E ~ _ ~ ~ ~ I 204.22' S00° 42' S9' E ~ ~ " • ~ ~h , ~ I N 17° 06' 48' E 32. 00' I e dh • . N, r~ 2 7. 00' • ^~ '+ N85°4T 44'E S58048'47$' ~ C r p 40. 00' N3 I. 11' 42' E m Z m cw 32. 00' cr ~ j r ~ 4- S58.48' 18' E °'- A :1, w o 171. as' N N y W H -'I 2 • 4 ` m • LOT 1 ~, W :O m 33.24 ACRES Y' ~~ a 1, 447, 720 SO. FT. ® ~ I cn n ig i Z ro 30. 84 ACRES .EXC. R/W ~„ n ~ ~+ 0 1, 343, 263 SO. FT. gt~ I w y :~ = IN ~ m co ~ . a Iw m ryi~ - .. nl I W I. ~ ~ N APPROX. 5' EAST OF _ V~-) I U •m•.w NORTH/SWTH FENCE .. ~ ~ a L I NE AND /4' -SOUTH i ~ ~ OF FENCE CORNER v + 51.25' 1284. 00 I S89°29' 43' W 1335. 25' APPROX. 10' SOUTH I OF PROJECTION OF SW COR. FENCE LINE EAST it NE-SE SWTH LINE OF 7HE NE V4 OF 7HE SE 1~4 . SE COR. ,UIVPI;,ATT~Q'„~,AIVDS. NE-sE ,1S ... z • o WI o w LEGEND `~ I N ' rnl w O SE7 I'X24' IRON PIPE WEIGHING SOUTHEAST CORNER I m 1.13 LBS. PER 'LINEAR FOOT SECTION 13 - FDUND ALUMINUM CAPPED I ~ GOVERNMENT CORNER AS NOTED i MONUMENT , sc:;..r:.u ~~:ryuni~~~ •250' ', _. .... , `.ti ~~ ~ 50 250 500 _ :_ J SSAIRII~'NAdEY. S 80'il SHEET ~ OF 2 N N-WEgIlR ~ ~VEYING 20010348 THIS INSTRUMENT DRAFTED BY JIM WEBER p \`~ ~~/, i`~1r1~! `aa y ~ l LEGEND BM: 100. 'top of orange painted fence post X-pits Scale 1"-40' except where indicated ~,r.~ System Elev. 106.2' on contour 105.2' - ~, ~'~--~-~-`-"~?-0--~-~5-`~~'" U ~~~ w~~ . No Comm 83 problems c , ~ ` k~ -. n ~ -.-~ ~~ 1, ~~'rI ~ T --- y ~c ~ ` ~ 2, ~ ~.1~ ~\V ~~3 ~Y -- ~ I - ' ° ~'~~~ ~f - SEE CORRESPONDENCE ~5 a ~, =1 - ~ w~ ,. ~3:m t~-~ o ,L,.E~~ ~ it' ~. ~0.~ ~:ra, p X''" ~ _ . -;,~~: ~ -~`~- PROJECT: Bowman ~ . ~:,~ _ ~,-,.z~,C~ Page 8 of 9 '>,, ~~ .~ • Y {,' f ~, ~ ~ ~scons~n Department of Commerce July 03, 2001 CUST ID No.222839 JACK A BOWMAN 2819 KNAPP ST MENOMONIE WI 54751 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 Brenda J. Blanchard, Secretary ATTN.• POWTS Inspector "i ~ , ~ ~~ ~, 5~~ ;, ,~,~ -,;,,. '.~-._S._~.J i~.. ZONING OFFICE ' ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 07!03/2003 Identification Numbers Transaction ID No. 656303 SITE• Site lD No. 631973 CHRIS BOWMAN Please refer to both identification numbers, 330TH ST .above, in all cones ondence with the a enc . TOWN OF CADY ST CROIX COUNTY NE1/4, SE1/4, S13, T28N, R15W FOR: DESCRIPTION: FOUR BEDROOM MOUND SYSTEM OBJECT TYPE: POWT SYSTEM REGULATED OBJECT ID NO.: 799248 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The following conditions shall be met during construction or installation and prior to occupancy or use: • This system is to be constructed and located in accordance with the enclosed approved plans and with the "Mound Component Manual for Private Onsite Wastewater Systems VERSION 2.0" SBD-10691-P (N.O1/O1) and the SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST_SAS (01/81) In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. In addition, the owner must insure that the operation, maintenance and monitoring duties as described in section VIII of the mound manual, and section VI of the pressure distribution component manual are complied with. A copy of this letter including instructions and information relating to proper use and maintenance of the system must be given to the owner and each subsequent owner upon completion of the project. • The well must be a minimum of 25 feet from any POWTS tank, and a minimum of 50 feet from the absorption area. • Limited activities are allowed in the area 15 down slope of the component area. Soil compaction, excavation, vehicular traffic and other similar activities that impact the treatment and dispersal are prohibited. • Comm 83.52 Responsibilities. The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). In addition, the owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. • 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. • y r , '! » ' ~ JACK A BOWMAN Page 2 7/3/OI • Comm 83.52(3) The activities relating to evaluation and monitoring mechanical POWTS components after the initial installation of the POWTS in accordance with an approved management plan shall be conducted by a person who holds a registration issued by the department as a registered POWTS maintainer. • 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. • The changes made to this plan on 7/03/01 by this reviewer were acknowledge and approved by the system designer. 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. All permits required by the state or the local municipality shall be obtained prior to comrriencement of construction/installation/operation. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence maybe made to me at the telephone number listed below, or at the address on this letterhead. Sincerely, /~ Charles L Bratz POWTS Plan reviewer II- Integrated Services (608) 789-7893, Mon.-Fri. 7:45 AM to 4:30 PM cbratz@commerce.state.wi.us FEE REQUIRED $ 175.00 FEE RECEIVED $ 175.00 BALANCE DUE $ 0.00 WiSMART code: 7633 cc: CHRIS BOWMAN .j ~ , ~ ~Y ^ ~ .. ~ ~ . ~~scons~n Department of Commerce 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 Brenda J. Blanchard, Secretary July 03, 2001 CUST ID No.222839 JACK A BOWMAN 2819 KNAPP ST MENOMONIE WI 54751 ATTN. POWTS Inspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 07/03/2003 SITE: CHRIS BOWMAN 330TH ST TOWN OF CADY ST CROIX COUNTY NE1/4, SE1/4, S13, T28N, R15W FOR: Identifica ' bers Transaction ID N .656303 Site ID No. 631973 Please refer to both identification numbers, above, in all cones ondence with the a enc . DESCRIPTION: FOUR BEDROOM MOUND SYSTEM OBJECT TYPE: POWT SYSTEM REGULATED OBJECT ID NO.: 799248 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The following conditions shall be met during construction or installation and prior to occupancy or use: • This system is to be constructed and located in accordance with the enclosed approved plans and with the "Mound Component Manual for Private Onsite Wastewater Systems VERSION 2.0" SBD-10691-P (N.O1/O1) and the SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST_SAS (01/81) In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. In addition, the owner must insure that the operation, maintenance and monitoring duties as described in section VIII of the mound manual, and section VI of the pressure distribution component manual are complied with. A copy of this letter including instructions and information relating to proper use and maintenance of the system must be given to the owner and each subsequent owner upon completion of the project. • The well must be a minimum of 25 feet from any POWTS tank, and a minimum of 50 feet from the absorption area. • Limited activities are allowed in the area 15 down slope of the component area. Soil compaction, excavation, vehicular traffic and other similar activities that impact the treatment and dispersal are prohibited. • Comm 83.52 Responsibilities. The owner of a POWTS shall be responsible for ensuring ghat the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). In addition, the owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. • 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 hazadd. f ~ r ~ JACK A BOWMAN Page 2 7/3/01 • Comm 83.52(3) The activities relating to evaluation and monitoring mechanical POWTS components after the initial installation of the POWTS in accordance with an approved management plan shall be conducted by a person who holds a registration issued by the department as a registered POWTS maintainer. • 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. 5tats. • The changes made to this plan on 7/03/01 by this reviewer were acknowledge and approved by the system designer. 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. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Sincerely, Charles L Bratz POWTS Plan reviewer II- Integrated Services (608) 789-7893, Mon.-Fri. 7:45 AM to 4:30 PM cbratz@commerce.state.wi.us FEE REQUIRED $ 175.00 FEE RECEIVED $ 175.00 BALANCE DUE $ 0.00 WSMART code; 7633 cc: CHRIS BOWMAN A r~ + MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application ^ ~~~'~~~ INDEX AND TITLE PAGE K JUN 1 8 2001 Project Name: Bowman FETY & BLDGS Dlw._ Owner's Name: Chris Bowman Owner's Address: 3255 30th Ave. Knapp WI 54749 Legal Description: NE,SE,13,28,15W Township: Cady County: St. Croix Subdivision Name: N.A. Lot Number: 1 Block Number: N.A. Parcel I.D. Number: 004-1030-50-000 Plan Transaction No.: CO1ZlrltlOtiQl Page 1 Index and title APPROVED Page 2 Page 3 Data entry Mound drawings DEPARTMENT OF COMMERCE Page 4 Lateral and dose tank pp Page 5 System maintenance specifications ~., p~~~~~ Page 6 Management and contingency plan _,_,.~ SEE CORRESPONDENCE Page 7 Pump curve and specifications Page 8 Site plan Page 9 Attachment: soil test to the state's plans Designer: loretta/Jack A. Bowman License Number: Date: 06/14/01 Phone Number: ,, , Signature:- , ,_~, f ,. MP 222839 715/235-4634 Designed Pursuant to tfie Mound Component Manual for POWTS Version 2.0 SDB-10691-P (N. 01/01), and SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST-SAS (01/89) Version 3.0 (03/01/U1) Page 1 of 9 ~ w Mound and Pressure Distribution Component Design Design Worksheet Site Inform ation (r or c) R Residential or Commercial Design 400.00 Estimated Wastewater Flow (gpd) 1.50 Peaking Factor (e.g. 1.5 = 150%) 600.00 Design Flow (gpd) 10.00 Site Slope (°~) 105.20 Contour Line Elevation (ft) 24.00 Depth to Limiting Factor (in) 0.50 In-situ Soil Application Rate (gpdfft2) Distribution Cell Information 75.00 Dispersal Cell Length Along Contour (ft) _ 1.00 Dispersal Cell Design Loading Rate (gpd/ft2) 1 Influent Wastewater Quality (1 or 2) Pressure Disribution Information (c ore) a Center or End Manifold 4.00 Lateral Spacing (ft) 2 Number of Laterals 0.125 Orifice Diameter (in) (e.g. 0.25) 3.00 Estimated Orifice Spacing (ft) _ 2.00 Forcemain Diameter (in) 100.00 Forcemain Length (ft) 89.00 Pump Tank Elevation (ft) 6.50 System Head (ft) x 1.3 16.87 Vertical Lift (ft) 0.97 Friction Loss (ft) 24.33 Total Dynamic Head (ft) Lateral Diameter Selection in. dia. o tions choice 0.75 1.00 1.25 x 1.50 x x 2.00 x 3.00 x Treatment Tank Information 1280.00 Se tic Tank Capacity (gal) Weiser Manufacturer Note: Sand fill (D) calculations assume a Table 83-44-3 in-situ soil treatment for fecal coliform of <= 36 inches. 8.00 Cell Width (ft) Are the laterals the highest oint in the distribution Y network? Enter Y or N If N above, enter the elevation ft of the highest point. 12.00 ft2/orifice Does the forcemain drain back? Y Enter Y or N 16.31 Forcemain Drainback (gal) 67.38 5x Void Volume (gal) 83.70 Minimum Dose Volume (gal) 20.60 System Demand (gpm) Manifold Diameter Selection in. dia. o tions choice 1.25 x 1.50 2.00 x 3.00 Gallons/Inch Calculator (optional) 800.00 Total Tank Capacity (gal) 38.50 Total Working Liquid Depth (in) 20.78 gat/in (enter result in cell 649) Dose Tank Information Effluent Filter Information 800.00 Dose Tank Capacity (gal) Zabel Filter Manufacturer 20.78 Dose Tank Volume (gal/in) A-100 Filter Model Number Weiser Manufacturer Project: Bowman Page 2 of 9 r M J End Connection Lateral Layout Diagram Laterals centered over the E P • =Turn-u p v.>• ba I I va Ive or of sa n out pl u g All laterals are identical IE- X ~ I Holes drilled on the bottom of the lateral -I- equally spaced $ Force main ovnnec[ion via tee or cross to manifold at any point. Laterals & torte main of PVC Sch 40 (per COMM Table 84.30-61 Number of Laterals Lateral Diameter Lateral Length (P) Lateral Spacing (S) Lateral Flow Rate System Flow Rate Total Dynamic Head 2 Orifice Diameter 1.50 in Orifice Spacing (X) 73.44 ft Orifices per Lateral 4.00 ft Orifice Density 10.30 gpm Manifold Length 20.60 gpm Manifold Diameter 24.33 ft Forcemain Velocity Dose Tank Information Electrical as per NEC 300 and -- Comm 16.28 WAC ~ Disconnect Tank component is properly vented Weiser Ca acit 800.00 Volume 20.78 Dimension Inches Gallons A 20.57 427.38 B 2.00 41.56 C 5.93 123.26 D 10.00 207.80 Total 38.50 $00.00 Manufacturer ~- Gallons gal/inch A B C D ~ 3" Bedding under tank. Alarm Manuafacturer S.J. Electro Alarm Model Number S-J1 Pump Manufacturer Blue Angel -, Pump Model Number BEF-~}0 ~;~; Pump Must Deliver 20.60 gpm at 24.33 ft TDH 0.125 in 3.06 ft 12.00 ft`/oril 4.00 ft 2.00 in 2.10 ft/sec Locking cover with warning label and locking device and sealed watertight 4 in. min. F- Attemate outlet location Forcemain diameter ~ 2 in. Weep hole or anti- siphon device P~umeoff elevation (ft) 89.83 Dose tank elevation (ft) ~ 89.00 Project: Bowman Page 4 of 9 t H J Mound Svstem Maintenance and Operation Specifications Service Provider's Name Bowman Plumbin Inc. Phone 715/235-4634 POWTS Regulator's Name St. Croix Zonin Phone 715/386-4680 Svstem Flow and Load Parameters Design Flow -Peak 600 gpd Maximum Influent Particle Size 1/8 in Estimated Flow -Average 400 gpd Maximum BOD5 220 mg/L Septic Tank Capacity 1280 gal Maximum TSS 150 mg/L Soil Absorption Component Size 600 ft2 Maximum FOG 30 mg/L Type of Wastewater Domestic Maximum Fecal Coliform >10E4 cfu/100 mL Service Frepuencv Septic and Pump TanH Effluent Filter Pump and Controls Alarrr Pressure System Mound Other Ins ect and/or service once eve 3 ears Should ins ect and clean at least once eve 3 ears Test once eve 3 ears Should test month) Laterals should be flushed and ressure tested eve 1.5 ears Ins ect for ondin and see a e once eve 3 ears initial) filter to be checked eve ear Miscellaneous Construction and Materials Standards 1. Observation pipes are slotted and materials conform to Table Comm 84.30-1, have a watertight cap, and are secured in as shown in the mound component manual. 2. Dispersal cell aggregate conforms to Comm 84.30 (6)(i), Wis. Adm. Code. 3. All gravity and pressure piping materials conform to the requirements in Comm 84, Wis. Adm. Code. 4. Tillage of the basal area is accomplished with a mold board or chisel plow. 5. The mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration. Lateral Tum-up Detail Finished ••...••.....••. .............•• Grade 6-8" Diameter Lawn . • . • . Threaded Cleanout Sprinkler Valve Box :. • . . . • . • . Plug or Ball Valve Distribution ~ ~ • Lateral Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: Bowman Page 5 of 9 ' ~ "' ~ Mound System Management Plan Pursuarrt to Comm 83.54, Wis. Adm. Code General This system shah be operated in accordance with Comm 82-84 Wis. Adm. Code, and shall maintained in accordance with its' component manuals [SBD-10691-P (N.01/01) and SSWMP Publication 9.6 (01/81)] 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 watertightness 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. 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. The operating condition of the septic tank and outlet fitter shah be assessed at least once every 3 years by inspection. The outlet filter shall be deaned as necessary to ensure proper operation. The finer 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 fitter is equipped wffh an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent finer alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1/3 the liquid volume of the tank. If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generaly not required. However, if such products are used they shalt be approved for septic tank use by the Department of Commerce. Pump Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verity proper operation. If an effluent fitter is installed within the tank it shall be inspected and serviced as necessary. Mound and Pressure Distribution Svstem No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shah be seeded and muldred 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 wNl promote frost penetration. Cold weather installations (October-February) dictate that the mound be heavily mulched as protection from freezing. Influent quality into the mound system may not exceed 220 mg/L BODS, 150 mg/L TSS, and 30 mg/L FOG for septic tank effluent or 30 mg/L BODS, 30 mg/L TSS, 10 mg/L FOG, and 10° ctu/100 mL for highly treated effluent. Influent flow may not exceed maximum design flow spedfied 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 kutalled to determinerf orfice 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 6 inches considered as an impending hydraulic failure requiring additional, more frequent monftoring. Corrtinaencv Plan If the septic tank or any of its componenrts 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(s) 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 biologicaly dogged absorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. See Page of this plan for the name and telephone number of your focal POWTS regulator and service provider. 5' Project: Bowman Page 6 of 9 BSE/BEF SERIES CAPACI?Y (U.S. GALLONS/MIN.j T~drAL HERO .PUMP ~~ 40 d0 50 6 100 to ~ 145, IS.S. ISS teo 216 - 16 _ 84 fps t t S 150 ~ 1 e3 290 .___ ZO 49 68, 85 120 160 Z10 25 65 117 175 90 76 145 .96 110 40 d0 ELECTRICAL CHARACTERISTICS ShIpplNp dEF-40 .4 NP•115{160 Mz 50 Itts. 8Et`•60 .0 HP•11'!iV 60 ~t - i01b=. liSE-60 Yip HP-115N i0 bZ 10s lbs. -- dSF76 ~i NPd80Y 60 h= 10b Ibt. !!aE•100. 1 MP•2i0V 60'h= 107 IbR d1E-200 ' 2 NP•tSOV 60 hs - 111 Ibs. PEIIi011MAMCE CINIYE MODEL OEF ?E>~OIiMAMCE CYRIft MODEL d>~ ~ORIfAlIOdlSI'i~E >h[ t~l~ 15 NOR t l~ONMANM AIZIOE 1>rt {~T I~B 15 ~ G ~ ~ ~. s >t ~~.crrn~~.s.ew~.nwNUrc -----------------------------------r--1 - ------ - • - IUy 01- ''34 - 08 ~ 56AM 5. D. MCCULLOIJG!-1 - - - - - - - - - - - P ~ I ~~ q ~~e ~-~'~ ~ ~ to "auv~ mvv~~ air mvu~~ o~~ 'N~~ ~ - o ~ ~ . ~ I/I~~~ .. P o A~ „-. ~" ~ ~~ -~~~_' ~. i _ P ` f~ ~~ :~ 1 n. . ~r ~ ~~\ ~~ r ;,. ~ G' ~I ~9 / l b ~ " (D ..B /a ~ ~~~~ r~ C 0 rn N n O c+ n O n ~ su zr .. ~' °o 0 0 - ro ~ °, ~ o rt "d (D ~ ~ fi ~+ (D r• f~. c~'r N n. n fD ti 0 0 ao w n ~' N ~ , ~~ ~ ~~~ ~ + ~ ~ ~~ ~ ~ ~~ N ~ S'b - ~z ~ ~~~,~. I ~n ~~ ~. ~~ °;~' .-~o m m ~ ~ :U ~_ ` O~ I ~ m Z 1 ~ n m ~~ ~~ ~~ ~ ~ ;~~ I ~5, G ~~. jV J ~~' iCn ~--- (~ ~~ ~~ ~. , . ~ ~ ~~ { v ~ C ~n 0. `_ F ~ ,~ \~( 7 ~ r- C~'" VV NK'Id SZIS ~ ' '' y' ~ ST CROIX COUNTY _ - , , :.. ~ ::.. _ ,~ .-- - : - . SEP~"IG ~'A1VK:MAINTBNAIVCE ~AGREEM$NT ; ~_ . _._ _ . _ - ..AND _ . . - .. - OWNEBSHIP CERTIFICATION FORM ~ - 1 OwnerBuyer ~~1/rr~ ~o ~;~ Mailing Address. ~~ ~ ~ ~ ! ~~C- f'lOl~ L~J ~ ~~~~/~ _ ~ - Pro - Address _. . ~ _~C~ '~ - - (Verification required from Planning Department for new construction) City/State ~~ld~.~ /mot ~ l Parcel Identification Number a© `~ - l03 0- ~ v - 00 0 LEGAL DESCRIP~'ION Property Location N ~. ;, J ~ '/., Sec. l 3 - T ~ N-R lJ W, Town of C. Subdivision -t-- Lot # ~ Certified arvey Map # ~, 7 ~ 7 ~~ Volume ~~ Pa e # / ~a Warranty Deed # 6~ 1(0 `I Volume 6 ~ 3 Page # Spec house ^ yes ~ no Lot lines identifiable ^ yes ,~ no SYSTEM MAINTENANCE Improper use and Hof y septic system could result is its premature failure to ~e wastes. Proper maintenance consists of pig att ~e taa~c every -three years or soon,-~ ~~ by, a lioensod P 'what Y~ Pm into ~ can affxt the fuactiion'of the tic xenlc-as s treatment stage in~8ia=artiste disposal ystem. The: property oa-aer agrees to anbanit to St. Croix Zoning Department a cectificxtion foam, signed by-die owner and by a P~~7P reshicbedpfimheror a licensedpuznperverifying that(1) the ao-dte vvastewaterdisposal system ~ m P~ ~~g condition and/a (~) ai~er mspectioa and pumping (if necessary), the septic taak.is.less than 1/3 full of sledge. Uwe, the uaderaigned have t+ead the above regirirements and agree to maintain the.paivate sewage disec~sal :system wig the s~mLrda set forth, herein, as set by the Department ofCommerce and the~Department of Natural Resoiu+ces, State of Wisconsin. Certification stating that your septic:ystom-bas been mainffiinod must be completed and returned to the St. Croix County Zoning Office within 30 days throe ication date.. r / ( /~~ SIGNATURB OF APPIdCANT DATE y rylrxaC :41.K~'th~~5~ I (we) certify .that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of the property e, by virtue of a warranty deed recorded in Register of Deeds Office. SIGNATURE OF APPLICANT DATE «««««« Aay information that is mis-represented may result in the sanitary permit being revoked by the Zoning Department. «««««« «« Include with this applIeatton: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is made is the warranty deed ~~~ ~.~' ~t- ~' h k. Y ~q~ fi ) ~o °~ ~: L r = J /, , . .~ . Document Number VOL 1G73PAG: ~~~ STATE BAR OF WISCONSIN FORM 11 - 1982 LAND CONTRACT Individual and Corporate (TO BE USED FOR ALL TRANSACTIONS WHERE OVER 525,000 IS FINANCED AND IN OTHER NON-CONSUMER ACT TRANSACTIONS) CONTRACT, by and between Simon Ena, a single person and Marian J. Eng, a single person and each in their own right ("Vendor", whether one or more) and Christopher A. Bowman. a single erson ("Purchaser", whether one or more). Vendor sells and agrees to convey to Purchaser, upon the prompt and full pertormance of this contract by Purchaser, the following property, together with the rents, profits, fixtures and other appurtenant interest (all called the "Property"), in St County, State of Wisconsin: Lot One (1) of CSM recorded on June 28, 2001 in Vol. 15, Page 4121 as Document #649778, located in the Northeast Quarter of the Southeast Quarter (NE'/, of SE'/.) of Section Thirteen (13), Township Twenty-eight (28) North, Range Fifteen (15) West. Recording Area 650169 KRTHLEEN H. WALSH kEGISTEk OF DEEDS ST. CkOIX CO., WI RECEIVED FOk RECORD 07-05-2001 9:34 Alf LAND CONTRACT EXEMPT M CERT COPY fEE: COPY FFE: TRANSFER fEE: 90.00 kECOkDING FEE: 1P.00 GAGES: 2 Name and Return Address Robert J. Richardson 3233 McKay Avenue P.O. Box 399 Spring Valley, WI 54767 Part of 004.1030-50-040 Parcel Identiflwtion Number (PIN) This is not homestead property. (isj (is not) Purchaser agrees to purchase the Property and to pay to Vendor at wherever directed, the sum of $30.000.00 in the following manner: (a) $0 at the execution of this Contract; and (b) the balance of $30.000.00, together with interest from date hereof on the balance outstanding from time to time at the rate of 7 percent per annum until paid in full, as follows: Monthly payments of 5511.47 each, beginning August 2, 2001 and on the like date of each month thereafter. Provided, however, the entire outstanding balance shall be paid in full on or before the ~ day of July, ~1QZ (the maturity date). Following any defauR in payment, interest shall accrue at the rate of 9% per annum on the entire amount in default (which shalt include, without limitation, delinquent interest and, upon acceleration or maturity, the entire principal balance). Purchaser, unless excused by Vendor, agrees to pay monthly to Vendor amounts sufficient to pay reasonably anticipated annual taxes, special assessments, fire and required insurance premiums when due. To the extent received by Vendor, Vendor agrees to apply payments to these obligations when due. Such amounts received by the Vendor for payment of taxes, assessments and insurance will be deposited into an escrow fund or trustee account, but shall not bear interest unless otherwise required by law. Payments shall be applied first to interest on the unpaid balance at the rate specified and then to principal. Any amount may be prepaid without premium or tee upon principal at any time after August X001 (OR) In the event of any prepayment, this contract shall not be treated as in default with respect to payment so long as the unpaid balance of principal, and interest (and in such case accruing interest from month to month shall be treated as unpaid principal) is less than the amount that said indebtedness would have been had the monthly payments been made as first specified above; provided that monthly payments shall be continued in the event of credit of any proceeds of insurance or condemnation, the condemnetl premises being thereafter excluded herefrom. Purchaser states that Purchaser is satisfied with the title as shown by the title evidence submitted to Purchaser for examination except: None. Purchaser agrees to pay the cost of future title evidence. If title evidence is in the form of an abstract, it shall be retained by Vendor until the full purchase price is paid, Purchaser shall be entitled to take possession of the Property on Au u ~fQt. Cross out one. /2~ STATE 6AR OF WISCONSIN Information Proressionek Company, Fond du Lac, WI LAND CONTRACT • Individual and FORM No. t t • 7982 800.655.2021 CorporaU - - . , •r I.' w .~ o~ 16'73PAS1559 Purchaser promises to pay when due all taxes and assessments levied on the Property or upon Vendor's interest in it and to deliver to Vendor on demand receipts showing such payment. Purchaser shall keep the improvements on the Property insured against loss or Damage occasioned by fire, extended coverage pnrils and such'',other hazards as Vendor may require, without co-insurance, through insurers approved by Vendor, in the sum of $~ insurable valise. but Vendor shall 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 agrees in writing, the original of all policies covering the Property shall be deposited with Vendor. Purchaser shall promptly give rtiotice 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 laws, ordinances and regulations affecting the Property. Vendor iagrees that in case the purchase price with interest and other moneys shall be fully paid and all conditions shall be fully performed at the fimes and in the manner above specified, Vendor will on demand, execute and deliver to the Purchaser, a Warranty Deed, in fee sir{Iple, of the Property, free and clear of all liens and encumbrances, except any liens or encumbrances created by the act or default pf Purchaser, and except: all easements, restrictions and rights of way of record. 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 ~Q days following the specified due date or (b) in the event of a default in performance of any other obligation of Purchaser vrhich continues for a period of 30 days following written notice thereof by Vendor (delivered personally or mailed by certified mail), then the entire outstanding balance under this contract shall become immediately due and payable in full, at Vendor's option and witlpout notice (which Purchaser hereby waives), and Vendor shall also have the following rights and remedies (subject to any Iimitati0ns 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 trom the date of defaluft at the rate in effect on such date and ether amounts due hereunder (in which event all amounts previously paid by Purchaser shalll, be forteited as liquidated damages for failure to fulfill this Contract and as rental far the Property if purchaser fails to redeem); or ((i) Vendor may sue for specific performance of this Contract to compel immediate and full payment of the entire outstanding balance, with interest thereon at the rate in effect on the date of default and other amounts due hereunder, in which event the Property shrill be auctioned 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 end and remove this Contract as a cloud on title in a quiet-title action if the equitable interest of Purchaser is insignificant; and (v) Vendor may have Purchaser ejected from possessioh of the Property and have a receiver appointed to collect any rents, issues or profits during the pendency of any action under (i}, (iij of {iv) above. 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 court shall direct. Purchaser shall not transfer, sell ar convey any legal or equitable interest in the Property (by assignment of any of Purchaser's rights under this ContraM or by option, long-term lease or in any other way) without the prior written consent of Vendor unless either the outstanding balance payable under this Contract is first paid in 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 Vendors written consent, the entire outstanding balance payable under this Contract shall become immediately due and payab',le in full, et 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 Tor any mortgage granted by Purchaser) or under any note secured thereby, provided Purchaser makes timely payment of the amounts tt)en due under this Contract. Purchaser may make any such payments directly to the Mortgagee if Vendor fails to do so and all payrhients 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. Dated this 2nid day of July ,001 rt.__....__. (SEAL) / ~ °"a"+.1~.~--. (SEAL) Simon Ehg, Vendor Christopher A. Bowman, Purchaser (SEAL) avian J!. En ,Vendor AUTHENTICATION Signatures Simon Eng, Marian J. Eng and STATE OF Christopher A. Bowman authentic d' 2nd day Ju _ , 2001 . ~ .~---- i_ Jennifer Al O'Neill TITLE: MEMBER STATE BAR OF WISCONSIN (It not, authorised by § 706.06, Wis. Stets.) THI$ INSTRUMENT WAS QRAFTED BY JEN~WIFER A. O'NEILL, Attorney at Law SPRING VALLEY, WI 54787 (Signatures mayi, be authenticated or acknowledged. Both are not necessary.) (SEAL) ACKNOWLEDGMENT ss. County ) Personally came before me _ day of the above named to me known to be the person(s) who executed the foregoing instrument and acknowledged the same. Notary Public, State of My Commission is permanent. (If not, state expiration date' of persons signing in any capacity should be typed a printed bebw their signature. inrormation Processionals Co., Fond du t_x. wi ~ STATE DAROF WISCON.l'W 800-655-'u2~ LAND CON"rRAC7r - I'uliNdoal and Corporal. FORM No. I I - 1982 _ __ is ~ wL . , ~ ~ . ~ ,~,~ ~, . l P // y ~~ /~~ - D ''"7~ / ~ ~ y ~ ~~ ~. }. CERTIFIED SURVEY MAP ~L OCATED 1 N THE NE 1 i4 OF THE SE 1 i4 OF SECT 1 ON ! 3, T. 28N. , R. 15W. , TOWN OF CADY, ST. CRO IX COUNTY, W I SCONS I N 'L~1 ~~ ,, ~ w,.L~ BEARINGS REFERENCED TO EAST PREPARED FOR = ~r LINE OF THE SE fi4, SECTION 13. MEASURED AS Soo°32' 43" W. (ST. CHR 1 S BOWMAN CROIX COUNTY COORD. SYSTEM) EAST OUATER CORNER ~n SECTION 13 -FOUND ~~ ALUMINUM MIONUMENT °~ .UNPLATTED„LANDS x_ _ ~ N ____._ I w~ N86 ° 4.T' 44 ° E , u, \ _ ® ~ ~. ' ~ .\' 40.00. .. ~ , g ~~ '0 10 ?~ ~21a _ ~ -- - o ~-- ~. S58.48' 18'E. '^~,I N _ ~ "~ \•.253.38' o_~ w 12 w 14 15 `~ ~ .. I ~ ° ~ " W ' S71 42 22 E IT ~~ ~ ~••~ 204 22 ~ S00.42' S9" E • • • • ~ low ~ ~ N 12 0 X48 E 32. 00' 1 e soh ~ • , N, y S58°48' 18' I 'i N85 ° 4T' 44' E 101. 4T' ~ ~- p2 40.00' :C 8 N31.11'42'E ~+ m ~ m vu ~ 32. 00' w co • n -1 W Q 171.46' ~ ro m z R1 ~, .~ . .. ~ LOTS 1. , , .c ~ ~, ~-. 33.24 ACRES n ; 1, 447, 720 "S0. FT. ® ~ y • ~ ~ `N'J 30. 84 ACRES . EXC.. RiW H ~ O n ~ y o 1, 343, 263 SO..FT. g, i w y m U $ tg I n'- r m ~, ro Iw m ml N I ~ ~ N ., ~q -I APPROX. 5' EAST OF w ~ I U • m • • w NORTHiSOUTH FENCE , :: _ . ~ ~ - , ,' `~ o, - LlNE AND !4'_.SOUTH ~ ~ ~ I ~ + OF FENCE CORNERS ~ ~ '1'284. 00' S1. 25' I S89°29' 43' W 1335. 25' APPROX. 10' SOUTH OF PROJEC710N OF I 'SW COR. FENCE LINE EAST ~ NE-SE SOUTH ! I NE OF THE NE • Ii4 OF THE SE l i4 ~ ~ ~, SE COR. • _... .UNP4'AT.T.~'Q ..~,ANDS_ NE-sE - o ~, i LEGEND `~ , ro ~~ ~ o'', • 'SET I "X24" IRON P 1 PE WE 1 GH 1 NG SOUTHEAST CORNER 14' 1. 13 LBS. PER ~L INEAR FOOT SECTION 13 -FOUND m ALUMINUM CAPPED ~', - GOVERNMENT CORNER AS NOTED .:MONUMENT `•ti„~.a:.u~. ~~au,ur~~~~~~' i" •2sso' y . .. . ~ `~~ . JAMES M: ~~ 0 50 ; _ 250 500.... • WEBER '. J 5~91~INa'6-~YY. S BCPi SHEET ~ OF Z ~N N~~IQR`~ ` VEYING 20010348 THIS INSTRUMENT DRAFTED BY JIM WEBER DA _. ~~ S E 1 Rv~ ``~~~~\ \ ..,.. _. ,R CERTIFIED SURVEY MAP LOCATED E N IN THT T ST S CRO X OCOUN7Y I WI S ONS jN DY C O 8N. , R. 15W. , O~ M , A F CURVE TABLE ~ CHORD CH. BEARING TANGENT BEARINGS CURVE RADIUS 20' T 16 LENGTH 183.5 I' DELTA 14° 40' 51 " 183. O I' ST9° 02' 4T. 5" E 19 T E AT 2.8536° ST,I ° 42E22' I I -2 3-4 . T16.29' 281.27' ' 22°29' 54" 3' S8" ° 2T9. 46~ " , S82o5 AT 4 8 5" N85°4T' 44'I 8' E ' ° 5-6 -8 T 15.55' 50'. 132 442. ,09 130. 10' 2 35 S6° 15' 26" 424. 93'. S2 T° 58' 15' W ~ A T .. AT 1 48 6 ^ , S58 T" S56°05' S8'W T 9-10 . . '•655:`'20'` ' ~~ ~164.9T' 00' 6 14°24' 16' I° 10' 50' 165.99' S72°5T',4T'E~ ~ . ,:AT T ~` S00°09' 28'E 9- S86°06' 38'E 1 I-12 13-14 TT6.29 749.29' . 1 278. T8' 21° 19' 04" " ' ° 24! 55' N8T°32' 22.5"E A AT 10 8 I I+ STI°42' 2 15-I6 682.55' ' 41.55' 33' 362 IT 29 3 31 ° 54' 41 " . 35T. 66' ST4° 45' 38.5' E A T 8 15 • N85° 4T' 4 j 1 T-18 650.55 . AT 4 16 8 I T• N89° I T' C T 18• S58°48' 18'E A DESCRIPTION A parcel of land located in the Northeast'/+ of the Southeast'/+ of Section 13, Township 28 North, Range 15 West, Town of Cady, St. Croix County, Wisconsin, more fully described as follows:, , i Commencing at the East Quarter.Corner of said ,Section 13; , . - thence, South 00°32'43" West; alorig~the east line:of said Southeast'/., 459.20 feet to the POINT OF BEGINNING; thence, South 00°32';43" West, along said east'line, 856.17 feet to the southeast corner of said Northeast'/4 of the Southeast/.; thence, South 89°29'43"~'V~est, along-;the sonth,line of said Northeast'/+ of the Southeast'/+, 1335.25 feet to the southwest corner~of said Northeast'/+ of the Southeast 1/.; thence, North.00°35'33"•°East, along the west line of said Northeast'/+ of the Southeast'/., 1230.95'feet to the centerline of County Trunk Highway `N'; thence, along said centerline and the arc of a curve concave southwesterly, the long chord bearing South 79°02'47.5" East 183.01 feet, having a radius of 716.20 feet and an arc length of 183.51 feet; thence, South,71°42'22" East, along said centerline,-204.22 feet; s:, thence, iilong~said centerline and the arc of.a_cufve concave northerly, the long chord bl:"aring South 82°57'19" East 279.46 feet, having a radius of 716.29 feet and an arc length of 281.27 feet; thence, North 85°47'44" East, along said centerline, 40.00 feet; thence, along said centerline and the arc of a curve concave southerly, the long chord bearing South 76°30'17" East 435.10 feet, having a radius of 715.55 feet and an arc length of 442.09 feet; thence, South 58°48' 18" East, along said centerline, 253.38 feet to the point of beginning. Containing 1,447,720 square feet or 33.24 acres. Subject to right of way for County Trunk Highway `N' and 330"' Street as shown. Also subject to any and all additional easements, right of ways or conveyances of record. SURVEYOR'S CERTIFICATE I, James M. Weber, registered land surveyor, hereby certify: That in full compliance with the provisions of Chapter 236.34 of the Wisconsin_Statutes and the provisions of the St. Croix County Subdivision Ordinance and`under the direction of Chris Bowman, I have surveyed and mapped the above described parcel of land and that this map is a correct) representation thereof. .~~;.~ ~~C. t31V$ ~.,,,~ Dated this ~Z 3 ~° day of A~~z~~ , 2001. ` ;. `~ ~~ o~G James M. Weber 5-1804 _-' ~' 1/ WEBER '~ NELSEN-WEBER LAND SURVEYING, INC. , ~~ ~~• N._" .. Q: The parcel shown on this map is subject to State, County, and Town.Ia 4 ~, rues a ~O =~ regulations ,(,i.e. Wetlands, minimum lot size, access to parcel, ;etc ). a3efor.~~p~r br `" de°veloping any :parcel, contact the St. Croix County Zoning .Otlice and the app>"ep~iate ' Town`Board for advice. SHEET 2 OF 2 2•w DR 9Y JIM ~B~n 0,'~ ' ~ AFTEp 48 THIS INStRU~Nt _„~~3 . ~ ~ =,~ ti ~ r-, K ~ . W j 3G' • r7ocQ ~~or W ~, i ,=--- _~ c 4 ,' , . 4v ~~ • w ~h h i ~ i w~h t ~., '`~ ~,, ` `~ ,';' ` _'{~,r,' ~.. ~~,~ ... ~ © Copyright 1999 Zoeller Co. All rights reserved. 5