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Home My WebLink About010-1049-20-100Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM Safety and Building Division ~. INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Personal information you provide may be used for secondary purposes (Privacy Law, s.15.04 (1)(m)1• Permit Holder's Name: City Village X Township Olsem, Pat Emerald Townshi CST BM Elev: Insp. BM Elev: BM Descri tion: Q h. TANK INFORMATION ' ELEVATION DATA TYPE MANUFACTURER CAPACITY Septic Dosing Aeration Holding TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Septic ~~ ~ ~ ~- '~ ~ f ~ ~ a ' Dosing ~ y,s .~ / Aeration Holdin PUMP/SIPHON INFORMATION =~' 3~ S Manufacturer Dem nd ,~ GPM Model Number ~ C ~~ ~ / TDH Lift Friction Loss System Head TDH ( Ft ,~ ~ o z . !z • 1 ~ Forcemain Length Dia. Dist. to Well ~~ ~ Z /~ SOIL ABSORPTION SYSTEM BED/TRENCH Width Length DIMENSIONS s ~ q ~ Z / SETBACK SYSTEM TO INFORMATION _ _, DISTRIBUTION SYSTEM '/L BLDG WELL ~~Z ~/~ `~ County: , $t. CrUIX Sanitary Permit No: 395126 0 State Plan ID No: Parcel Tax No: 010-1049-20-100 STATION BS HI FS ELEV. Benchmark ~• Z, ! T ~6*• `pD ,b • Alt. BM 3..(e p3•(~Or Bldg. Sewer ~~s ~o z. yS t/ t Inlet lo.s q St/Ht Outlet ~ t Inlet Dt Bottom I'{ 3 93 _ s HeaderlMan. Dist. Pipe ,~~y ~bZ. ~ S Bot. System ~ ~ jo ~ , / / Final Grade St Cover N/l ( / o .20 lOo, Pits Depth CHAMB OR IT Model Nu be `-o~ --- S,~il~ .rs rr~ ~ 4~ S'44) s•~• Header/Manifold / // ~ Distribution Pipe(s) / ~ 4 ~ ~ g x Hole Size ~ ,~ x Hole Spacing ~ ~ Vent to Air Intake Length Z ~ ~ Dia Length Dia Spacin C SOIL COVER x Prossnra Svs}ams Anly YY Mnund Or At-Grade SvStemS Only Depth Over Depth Over xx Depth of xx Seeded/Sodded xx Mulched Bed/Trench Center BedlTrench Edges Topsoil I~ Yes ~ No ~ Yes ~ No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection D ! ~ ~"I__~ Inspection #2: `t l to l~~ Location: 2381 County Road G Emerald, WI 54012 (NE 1/4 NE 1i4 21 T30N R1 W) N of /) Parcel No: 21.30.16.300810 .R...r-~s{I C~~st"s~a~e.~ ~4~~ `~~yto Svc ~~ ot~ ~~•,.a,~ 1.) Alt BM Description = u 1 2.) Bldg sewer length = ~(~ ~ - amount of cover b ~~ _~ ,e ~ S•. ~ ~ (-~~ - t ~~• ~ `', b~+dt' ~ 3.) Contour = ~ p ~ . ._. ~- Plan revision Required? Yes No ~ l ~~ j _---- ~ ~ Use other side for additional informati n. ~ i ~ i ,, Dat Insepctor's Cert. No. t ~5 ~ _ ~ w~ ~ - Q • ~'Gw t V" Sloe-~- 3 ~~b~ ~ ` too - ~. ti D ~" ~~. ~ P~ , " ~~'3~ ,~ a Ql Cm~^ ~,.c '~w7 ~'~ 1 F ._--, y, ~~~ ~~~ Q o .,s s ~~ ____. /45 ~ ~ 0.~~`~ w ~~ ~~ . ~ ~ . I ~o z ~ I~~-d2~~1 S• ~!~' ~ /0'2 ~~6 'roZ •~5 Q ~ ~ a -- 8.2 Loo c, ~ 2 ~ ~~s~~ ~ 2 ~~ .~ << ~~.~.. ~/~~ `~o~ ~~~ T~~ Safety and Buildings Division County /~ Sr ~ ~ ~ ~ 201 W. Washington Ave., P.O. Box 7162 v/ ~ ~scons~n Madison, WI 53707 - 7162 Site Address Department of Commerce ~~ 3~~ Sanitary Permit Appli~ion -` ~°~., Sanit^a~ry P~'t/z be ~ In accord with Comm 83.21. Wis. Adm. Code, perso ~h~ation you provide' `~ ^ Check if Revision ma be used for second ses Priva vs15.04 1 m) I. Application Information -Please Print All Inform REc~ev~~ "a\ J State Plan I.D. N~ r 1. --H- s Property Owner's Name D _._ ` °' j ~ c ~ ~ ~ ~ 2nn1 Parcel Number z/. ~o. /`. 30vg- is ~ s~~ - j _ ID /D~ moo- ~ Property Owner's Mailing Address ~, ' % CQtJN?Y J Property Location Q ~! ZOtdthIGOFFIGE `:~,.,~ ~ . /~-~ ~ ~~/ ~- 'k/V~ ',4; S o2~ T N, City, State Zip Code ~, ` y •_ hone Lot Num r Block Number ~ Subdivision Name CSM Number ~~~~ 1~~ ~ a is= 2~s= ~~ 3 9 s . II. Type of Building (check all that apply) o~ PQr ^City Q~, ~`1 or 2 Family Dwelling -Number of Bedrooms ~ k~-~~~ '~ ~ (ew. 5 5 GG~. ` Village ^ Public/Commercial -Describe Use ownship //~~ ;~~ ^ State Owned Nearest Road ~,\ /~-~ III. Type of Permit: (Check only one box on line A (numbering scheme for internal use). Complete line B if applicable) A' 1 }New 2 ^ Replacement System 3 ^ Replacement of 6 ^ Addition to For County use S stem Tank Onl Existin S stem 13 • ^ Check, if Sanitary Permit Previously Issued Permit Number Date Issued N. Type of Permit: (Check all that apply)(numbering scheme is for internal use) 44 ^ Non -Pressurized In-Ground 2~Mound ~; X 9~ L '' 47 ^ Sand Filter 50 ^ Constructed Wetland 22 ^ Pressurized In-Ground 41 ^ Holding Tank 48 ^ Single Pass 51 ^ Drip Line 45 ^ At-Grade 46 ^ Aerobic Treatment Unit 49 ^ Recirculating 30 ^ Other V. Dis ersal/Treatment Area Informat ion: = Q , S ~ Design Flow (gpd) Dispersal Area Dispersal Area Soil Application Percolation Rate System Elevation Final Grade Required ~~ ~ Propose ys,/ ~ Rate(Gals./Days/Sq.Ft.) (Min./Inch) Elevation VI. Tank Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber plastic Gallons Gallons of Tanks Concrete Constructed Glass New Existing Tanks Tanks Septic o=-ti~ldine'r~. ®h~ ~ ~i~~ Dosing Chamber D ~~ VII. Responsibility Statement- I, the untie fined, assume r onsibl-ity for installation of the POWTS shown on the attached plans. Plumber's Name (Print) ~ Pl 's Sig cure '~ MP/MFRS Number Business Phone Number S/~v z l~~l ~ 9~1v z- 1~ Z~.S ~ Zb Plumber's Address (Street, City, State, Zip e) ~ ~ ~ ~ ~~ ~Ll~ f ~ ~~1 ~~~ VIII. Count /De artment Use Onl Approved ^ Disapgroved Sanitary Permit Fee (includes Groundwater Date Issued Issuing Agent Signature (No Stamps) Surcharge Fee) ^ Owner Given Initial Adverse . ~ S ~ Determination 0 C~ J Z L IIC. Cond itions of~p rovaUReasons for Disapproval / J /' / *c~'tt+kawf ~"a~i-cr ~o be r`ns~ac,(/~~ G!~-a~ '~'rU~Gca ptr yv~a~r..~'tac~Gcrerf v«o ar e ~`lo 5 . at. ~~ - r~ Attach complete plans (to the County only) for the system on paper not less than 8112 x it inchea in size SBD-6398 (R. OS/Ol) y isconsin Department of Commerce C June 18, 2001 -` uq CUST ID No.139462 TODD L SINZ E5609 708TH AVE MENOMONIE WI 54751-5520 ~,,. ,, ., '-~;.-~ ~ el `.~ . ~2~~FE~~t. ~~. *~ ~- ~. l .; ~~ ~ `s'` , 2~~GOFf~L~' A.~ tj'°~ -. 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 POWTS Inspector ._ ~ CLONING OFFICE +~ 1 ~'`~---.•.YA.._...- - ~`'; ST CROIXCOUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 06/18/2003 Identification Numbers Transaction ID No. 651179 SITE• Site ID No. 631171 BRIAN & WENDY OLSEM Please refer to both identification numbers, CTH G above, in all corres ondence with the a enc . TOWN OF EMERALD, 54012 ST CROIX COUNTY NE1/4, NE1/4, S21, T30N, R16W FOR: DESCRIPTION: THREE BEDROOM MOUND SYSTEM OBJECT TYPE: POWT SYSTEM REGULATED OBJECT ID NO.: 796930 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 Camponent Manual for Private Onsite Wastewater Systems VERSION 2.0" SBD-10691-P (N.O1/O1) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems VERSION 2.0" SBD-10706-P (N.O1(O1). • 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 end 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 information must be given to the owner upon completion of the project. • A Sanitary Permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. • Comm 83.52 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. TODD L SINZ Page 2 6/18/01 • 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. • 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. • The current owner, and each subsequent owner, shall receive a copy of this letter including instructions relating to proper use and maintenance of the system Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's manual for the POWTS described in this approval. 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 maybe made to me at the telephone number listed below, or at the address on this letterhead. Sincerely, ~~~ti22~-~~c'4 ~f~~( Charles L Bratz POWTS Plan reviewer. II- Integrated Services (608) 789-7893, Mon.-Fri. 7:45 AM to 4:30 PM cbratz@c ommerce. state. wi. us FEE REQUIRED $ 175.00 FEE RECEIVED $ 175.00 BALANCE DUE $ 0.00 WiSMART code: 7633 cc: BRIAN P OLSEM ~ ~ iscons~n Department of Commerce June 18, 2001 CUST ID No.139462 TODD L SINZ E5609 708TH AVE MENOMONIE WI 54751-5520 TOWN OF EMERALD, 54012 ST CROIX COUNTY NE1/4, NE1l4, 521, T30N, R16W FOR: DESCRIPTION: THREE BEDROOM MOUND SYSTEM OBJECT TYPE: POWT SYSTEM REGULATED OBJECT ID NO.: 796930 ATTN.• POWTS Inspector 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 ZONING OFFICE ST CROIX~COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 06/18/2003 Identification Numbers // Transaction ID No. 651179 SITE: pj~' ~~} b~s(a / Site ID No. 631171 & ' OLSEM Please refer to both identification numbers, CTH G above, in all cones ondence with the a enc . The submittal described above has been reviewed for conformance with applicable Wisconsin Administrarive 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 "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems VERSION 2.0" SBD-10706-P (N.O1/O1). • 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 information must be given to the owner upon completion of the project. • A Sanitary Pernut must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. • Comm 83.52 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. TODD L SINZ Page 2 6/18/01 • 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. • 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. • The current owner, and each subsequent owner, shall receive a copy of this letter including instructions relating to proper use and maintenance of the system Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's manual for the POWTS described in this approval. 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 maybe made to me at the telephone number listed below, or at the address on this letterhead. Sincerely, ~~~~~~~i~~~21 ~i~ 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: BRIAN P OLSEM [~ _* Transaction # Construction Materials and Techniques All materials must comply with Comm 84 and be installed in accordance with manufacturer's specifications. Construction methods must comply with the following Component Manuals: Mound, SBD-10691-P (O1/O1) - Pressure Distribution, SBD-10706-P (O1/O1) Location: NE 1/4, NE 1/4, Sec. 21, T 30, R 16 W Town: Emerald County: St. Croix Date: Owner: Address: Plumber: Signature: License # Attachments: w Brian & Wendy Olsem -Mound June 5, 2001 Brian & We y Olsem r~ 2399 CT G Emerald 54012~~ 3 6748-Plan Approval Application SBD-8330 page 1: cover 2: design criteria & calculations 3: plot plan 4: system cross section 5: plan view, lateral detail 6: pump tank exit detail 7: pump curve 8: system management s9 ~F ~F ~~ ~~ ~ ~o GF ~~ ~~OO ~OV_A yO ,f~ page 1 of 8 Design Criteria Y ~°S Residential Wastewater Contaminant Load: 30 mg/L < BODS < 220 mg/L Anticipated septic tank effluent 30 mg/L < TSS < 150mg/L Fecal Coliform > 10,000 cfu/100 mL 1~ ~ Treated Residential Wastewater Contaminant Load: 30 mg/L < BODS Septic tank + "highly treated" effluent 30 mg/L < TSS Fecal Coliform < 10,000 cfu/100 mL 3 Bedrooms x 100 gaUbedroom/day x 1.5 ~~ gallons/day hydraulic load In situ designed loading rate Depth to estimated high ground water ~ 3 c' Depth to bedrock ? `~ ~° Cross slope at system ~ Force main length ~ S Manifold/header length Z • s~ Drain-back 2 • ~ Lateral length Z- @ g o • o Lateral elevation ~ °'L. t. Lateral hole size ~~- ~ in. @ ~ ° • ° ~ ~ holes/lateral 3 g Lateral volume ~ b.s b Total lateral discharge rate 2• S^' ° B Network pressure compensation losses ~ ' ~' S~ Elevation difference ~ • ~ S~ Friction loss ~ • z ~ Total dynamic head ~ 3.3 I Pump/sipl~n ~l° gpm @ 14' Manufacturer ~ ~ ~-''° `^• ~- ~~ Dose volume `'~ ~ Lift/si~on tank ~ J N- ~' ~ ~w~ - pro - t, ~o ~-o «+~o ,, Septic tank ,, Effluent filter ~o.-~ ~ - ~ ~'~ Measurement pump on and off ~ • $ Height alarm from tank bottom ~ 3- ~ Reserve capacity ~ Zd ~' Design Calculations ~ • 3 ~ all s/ ft d specs.calcs g on sq. .per ay in. in. ft. of Z in. ft. of Z- in. gallons ft. of 1 `~ z in. ft. @ bottom of lateral in. ( 5 ` ° ft.) Spacing holes total gallons gallons/minute @ ~' ~ ft. head ft. ft. ft. @ Z~ gallons/minute ft. ft. of head Model # S ~ ~'~ ~ ° gallons ~""° gallons t `~'~'° gallons in. n. gallons Page Z of ~ w ~' 3s ' ~< .5~.~ (1 oo.b~ ~~Swb1~t~ 44,b~ -~, / Gii~~iyy r-11L'~~i~~w ~ l 4 i~ i ''~ / ~J;1l.'s r1 4J ((~~ / So+~ ` ~J ~ ~ t ~ A~ ~ r~ s~ b ! !/ +~~ ~ • /~ wrs~ /-aS 1 i n u7odd[~ ~"LV~C f ~{i. elf l~+wterd K ~ - IQ~t c3~1 ~ / Gale ~ 49 ~~ r. ~ ta92.V`~ ~ ~ ~`I 1ppS` Z~` Pvc s.Qn ~ 1 J~~ ~w~. ~,q, w,.~ly S` o ~ io Y &,,,.x,. ~,..1~ ~ ~.w.~-- t-~.-u..wft~+ ~ ovro~ C. o-o ias A.~' /O~ C.t / ~•o~l o..~ ~ o ~.lo wti.~low, ~marri.Ld, c..~j. S'~lo>.Z ~~ ~ tsid~C as S~JGd ^ ~~ Goy ~,•~ A Gro~de ek+': • ~IEfi~~~lS 3~s f T~+., sC• C%rnvx tt.,, wr, ~~~ ~ U ~ o e.w, ~: o.~ -~-~~ /~75, ~y~ ~,fG~' ~! 3 ~~ ~ ~~ S Z . -o~- . .. t (~ (~ w. Vt a~t ~~~ ~10w Zy ~~ 3 r ee.\~ tia ~ p~ qp~ 1- ~ ,Q ~~z.b ~ o ~, ~ 3 a.v 1 ~ w..S~ ~ to s••~co:1 f «~ ~ 3 Av..~ ~ l71 . ~i 2o,Z'. _ __.. ~ .. _ -, 1 ~~ O .~~ v, ' ~ ~ 1 0.M V ,, 4.... a ~' I~~SS O ~.ZS+ 2.Y' i.:s~ (4- 1S' -~I to . l r ~' ~ ~ ~ Zo~Z g.1 ~ \ o°c.o o ~. 4~ ~~~ ~_ .~ ~ oL.,.~,;,,.~.., .....1`. ~. `. fie... L ~.~1~ ~51~ ~N Q 1` ~~~'{J i~ V L s C..'l \~ V- U 1~-. ~ O- L~ MV 1 ~1t0 \ 4t P~v `\S 1'li Pv c s ~ 4.0 ~ I , 2- S' /; I l /~q~.oi .tivY-~.~~ ur/ ~~.~~ .ot ~b,~M ~e CS w.~! ~rOLiL jjQ` ' r.~d.~,{aa ~I V w~Yt ~. XsC Or• w.:vR.~~T •• ~c _ ~4~<< MA',N Q V L i c_ h `t'om -- ~ ~ c ~ ~. - 5:og ~o , ~i ~ _____. ~- ~ ~ -~ ~.~ ' WEATHERPROOF LOCKING COVER .3UNCTlON 1tJAi1'N ~ ~ A6E~ • BGic GwcK or,aco.l~acT-~ ~~~ .... m Z ~1~, ~`~ Pv~ ~ ~,~ 7117 4m PIPE 3' f1U NDISTua8E0 Sol L. ~.wu r /QpPKCNLD S!(ET JbM'~ b PIIG ~KNECTIONS C Lev Rz.}S~ l.Fv QZ. t:7 SEPTIC f oosc 6,• Z4" I.D. t~uwuoLF D ,, •4,, I •~ - 1J~,7rrn ~~ it • a" 4° IIi r~ VE ~ i avrc~' _ 2$'zy BAFFLES \ ~ ~v : h O w't' 1. a. T ~'wCC.o r', _ _ Hurt q" P~ ~ S.~~t 40 3' o*~o W~-szLxe. G cau-+o 4i° Z~~ ,r.. pN - C>cF ~„ CoNtRErc btoCK 14 •g ~/; ..5~ _ SpEGIFI•CATI~IJS TAIJr.S MAAJUFACTURCR: w IJUMDER OF DOSES: ~ PEK DA.! TA1JK SIZE : ~ ~~ ~ V~ GALLOIJS • .DOSC VOLUME ~ ~j ALARM NIA~JUFACTURCR: S `, ~?~`~-~'~~ IAJCLUOIIJ6 6ACKFI.OW: GALLONS /'10oCL -JUIMDCR: • ~ ° 1 ~ ``~ CAPACITIES; A= ~"$'~'" WCHCS OK ~~~'Z' WCLOUS SWITCH Tyro; ~~`"~'` "'fib 24~~ Z' ~, ~` PUMP MA-JUFACTURCR: -- ~ ~"" `""' ~ 8= IAICMES OR GA~L0+~5 C • ~`~ iuCMES R ~ IO :rr '' MODEL -JUMD[R; $w L~ ~~ O G~~~OuS ~q~ ~~"`~ ~ D~ INCHES OR GAILO-J;, ~WITCN TklPC: '' IJOTE; pUMP A1J0 ALARM ARC TO DE MIIJIMUM DISCHARGC RAT[ 2;;~ OrM INSTALLED 0-J SEPARATE clkcu~r; VERTICAL DIifERf-JCC DCTWCCU PUMP OF/ AUO OISTRIpUTI OAJ PIPE.. ___ FEET + MIAIIMUM AIETWORK SUPPLY PRfr,iURE ... ~ ~~ ~ ~ ~ ~"~ FEET } ``~'~'~ + FEET OF FORC[ MAIIJ X ~~ ~~ ~'Z't ~ Z~ IOO/tFRICT101J FACTOR.--~ FEET ~^ ~~~„~ TOTAL. DyUAMiC NEAO = I'll FEET ~ IIJTERAIAL. DIMEIJSIOIJ~i •OF TAA1K: LEAIfiTH~~~~ ~~ 4 2 „ ~`,/;pTH. ~? LIQUID DEPTH- - ' ~ 1~a~.~ 6 ~ F ~ >v Punta Characteristics lAat.t ueN _.,__.. sof+~ner>Ilwe ,r~,rt,.,otic Il~od.b SNlISOAI Norcepawor .to F.a lAaa Aa~s ~.o IRotor Slaisd PaM {4 l R.pA. 1 iS0 Phaso 6 1 Y 115 Hertz b0 lelpporatwo 140`F Aatlisnt NEIRA Desna A itsolatla Clogs A Dtr~d-nr Sha 1-I/~' NP'i Wiarrl Solids HoodFny 3/4" {1pnW u~r vitq-t sa ~. Power Cord 1 d/fir Sl'CNG ~0' std. Materials of Construction Nrp~/lo _ r SMlalass Stwl lnbrlr t0 0l 01 Nbtor Nona Caa kou Cgs Cwt koa Nlockl~ daft seal se.l rbt~: CsiaalCaraaic saal ~ Aao~d st..l ssluialatl St«I wss Iaole~N E tk Gst Ina Sloaw lows Rwr MN tottoe Plan >k ~ ~ FastoMrt ~ Stoialoss S1n4 ~1art~nrrne~'1~® Data ,. 6 ~ ~ i t~~lo I l ~ s is :o ~ ~ ~ c~rru.sa,M. 1 i _. .,{,~__ -t- uwelfuw~ a .,,., 1 . , r t Total N~ hNt 0 i 12 10 ZO 44 a~w tuna u sb s' zs ~: o Dim.hsienal Data .~ IDA ISM ~ ~ AE Nerlcre w ildln. ~, I~ Ia 1Wreetienel ~. 0 w z co.ooknl mry wy:1/1 ink ''a+i •.in i NM tw cMekua'wn puNw crl Iglu arl~iei Nr+• t ors ~ ,raw a~ e,•~ c~ecwROe epK~e wt s. al/oN Mnl o~O61e 6, Mk rwrw tV risllr a eelh ~~ a or prNeu sld th~i >pClimlae rltboul MMte n. ~,. .~ I ~~' 7K t) raw s•.si4 s~T~"~ye° Ss5) ru-,I-~rr ~ ~~ HYDRDMATIC'~ 1844 BeneT Revd AsNeed, Oho 441~i Te1:119489.3019 Fox, 419•e81 ~40p Web Site: axrr.p.Mdrounv.tom SAlFS OFFKES IN A!t NWQN CRIES ANF~ tOUNTt1ES item ~: W-u2.83S0 ~2G8 6M p 1949 H~drort~cAic' Purnp~, Ashlarn~, Qhlo• N! Rig - Ywr Author~xed lo:d dismiburor - ',osw~ , ~ ~ ~ o i .. ..~ ! .. . ,, .._ .__ .. l I ... _ _.. I .~ ~V,. ~. .. System Management Management of this system is critical. As a condition of approval of these plans this system management section must be reviewed with the owner, and the owner mint be provided with a complete set of plans including this management section. If problems develop with the adsorption system or any other system components, the installing plumber, T.L. Sinz Plumbing, 715-235-2644, or the St. Croix County Zoning Office, 715-386-4680, should be contacted for assistance. General Proper functioning of an on-site disposal system, "septic system," is significantly dependent on the volume of water which flows into the system and the level of contaminants in that volume. The lower the volume of water and the lower the level of contaminants, the better and longer the-system will function. Typical system components include a septic tank or compartment to settle out solids and contain greases and oils, a filter on the outlet of the septic tank to retain small particles of the same density as water, a pump tank or compartment to allow a dose to be accumulated, a pump and controls, and finally some type of soil adsorption cell to recycle the water in a manner to protect ground water quality and public health. 1 . If the septictank is installed prior to sheet-rock and/or painting, pump the septic tank before normal use begins to ensure adherence to contaminant load design criteria. 2 Install water-saving appliances whenever and wherever possible. 3. Repair even small water leaks as soon as possible. 4. Never pour grease or oil down any drain or stool. 5. Garbage disposals are not recommended; if you must have one, use it spazingly. 6. No paper products other than tissue should go into the system. 7. No chemicals should go into the system. 8. Avoid surge flows of water; try to spread laundry throughout the week. Maintenance 1. The septic tank must be inspected every three yeazs by a properly licensed person. 2. If necessary, the septic tank must be pumped to remove solids and scum; pumping is required if the combined scum and solids volume equals one third of the tank volume. 3. When the septic tank is pumped, any solids in the bottom of the pump tank must be pumped, and the filter must be back-washed into the septic tank to remove accumulated material. 4. Periodic observation pipe inspections should be made by the homeowner to examine the state of the in-situ soil adsorption cell. Quarterly inspections are recommended; a licensed plumber should be notified if effluent is consistently ponded in the adsorption cell. 5. If this system contains specific treatment components other than those mentioned here, maintenance requirements will accompany their specifications. 6. The pumping components for this system include an alarm which must be installed and remain on a sepazate circuit from the pump. [f the alarm is activated, minimize water use and notify a licensed plumber for service as soon as possible. The system allows reserve capacity to accumulate some necessary flow until normal service can be restored; this volume is minimal, and no more than one or two days should pass before any necessary repairs can be made. 7. Avoid compaction such as vehicle traffic within 15' down-slope of the adsorption system. 8. Avoid disturbing the system itself such that might encourage erosion or disturb the required seeding of the system. 9. Particularly avoid winter traffic such as sliding or snowmobiling which might compact snow and lead to increased frost depth. 10. Surface drainage must be diverted around the system; avoid landscape changes which might send surface run-off into the system area. 1 l . Warning: Do not enter septic, pump or other treatment tanks; death may result because they may contain lethal gases or insufficient oxygen. Contingency Plan Wastewater monitoring of volume and quality is not a normal requirement for low effluent strength systems; such monitoring may become necessary if problems develop. Any necessary monitoring shall be done in accord with the requirements of Comm 83.54 (2). Pumping and hauling of wastewater may be necessary while analysis and repairs are implemented. Additional testing, designing, and/or installation of additional treatment components or conversion to a holding tank may be necessary. Page 8 of 8 i ~ Wisconsin Department of Commerce Divisibn of Safety and Buildings SOIL AND SITE EVALUATION in accord with Comm 83.05, Wis. Adm. Code Page 1 of 3 A.C.E. Soil & Site Evaluations Attach complete site plan on paper not less than 8%s x 11 inches in sue. Plan must Gounty include, but not limited to: vertical and horizontal r~aference point (B1Vn, direction and l • St. Croix percent s ope, scale or dimemsions, north arrow, and kx ,ation and distance to nearest road. ~ parcel I D # ^ ~""•~ APPLICANT INFORMATION - p lrtail ir fo ~ ati n i . . 010-1049-20-000 r - ~i o . ~ t Personal information you provide maybe ry rposes (Privac , s. 15.04 (1) (m)). ' Reviewed By Date ~ , { ~~ ~ ¢ Property Owner ~ l• nw Property Location . ~ Brian & Wend Olsem 4 Goat. Lot NE 1/4 NE 1/4 S 21 T 30 N,R 16 W Property Owners Mailing Address ~ ~ j Lot # Block # Subd. Name or CSM# 2399 Co. Rd. G ~ _ ~ ~ Pro osed CSM City Ste- `Zip Codex tS mt>er ; ` ^ City ^ Village ^Town Nearest Road Emerald ^-'5401 `-~ p't~tis;~?548` Emerald ~ County Hwy G ^ New Construction ltesld@rlttalJ Numb~~ti~edrooms 3 ^Addition to existing building Use: ^ Replacement ^ Pubii~ nteom_r~.rstall'describe Code Derived dairy flow 450 gpd Recommended design loading rate .4 bed, gpolft •5 trend, gpd/ft~ Basal area required 1125 bad, ft~ 900 trench, RZ Maximum design bading rate •4 bed, gpd/t12 .5 trench, gpdffl? Recommended infiltration surface e~vation(s) to2.e az 12" above 101.6' contour. ft (as refemrd to site plan benchmark) Additional design /site considerations Parent material Glacial Tilt Flood lam elevation, if a livable NA tt S=Suitable for system Conventional Mound In-Ground Pressure AT-Grade System in Fill Holding Tank U=Unsuitable for system ^ S ®u ®s ^ U ^ S ®u ^ s ®u ^ s ®u ^ s ® u SVIL DESGRIPTIVN REPVRT Boring# 1 Ground elev 100.64 ft Depth to limiting factor 36' 2 Ground elev 100.09 ft Depth to limiting factor 43' i H Depth Dominant Color Mottles t T Structure Consisten Bounda Roots GPDlft2 zon or in Munsell Qu. Sz. Cont. Color ex ure ~ Sz ~ ry Bed ;Trench 1 0-10 10yr3/2 None 1 2fcr mvfr as 2f,lm 0.5 i 0.6 2 10-16 10yr4/4 None sil 2fsbk mfr cs lfm 0.4 ~ 0.5 3 - 16-36 7.Syr414 None sl 2msbk mfr gw if 0.5 ~ 0.6 4 36-96 7.Syr4/4 f2d7.5yr5/8 sl lcsbk mfi - - 0.4 0.5 Remarks: High sand content observed in H#3 & 4. 1 0-10 l 0yr3/2 None sl 2fcr mvfr as 2f,1 m 0.5 ~ 0.6 2 10-15 10yr4/4 None sil 2fsbk mfr cs 1 fm 0.4 0.5 3 15-19 10yr4/4 None sicl 2msbk mfr cw if 0.4 0.5 4 19-43 7.Syr4/4 None sl lcsbk mfi gw - 0.4 0.5 5 43-82 7.Syr4/4 12d7.5yr5/8 mixed sl Om mfi - - 0.3 ~ 0.4 Remarks: CST Name (Please Print) Sigk(ature: Telephone No. James K. Thompson ~~ 715-248-7767 Address A.C.E. Soil 8c Site Evaluations Date CST Number Ref # 340 Paulson Lake Lane, Osceol 54020 3/20/00 3602 1186 ht ~ ,ode :s .S ,~ ,y ,s ,~ ,~ ,7 -3 v PROPERTYOVYWER: Brian & wend o~sem __-_-_____-_- SOIL DESCRIPTION REPORT PARCEL I.D.# 010-1049-20-000 3 Ground elev 98.63' ft Depth to limiting factor 30"• 4 Ground elev 102.00 ft Depth to limiting factor 34" Ground elev Depth to limiting factor ttas Page _2 of _ 3 __ A.C.E. Soil & Site Evaluations Horizon Depth Dominant Color Mottles Texture Structure sistence Boundary Roots GPD/ftz , in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh, Bed ~ Trench 1 ~ 0-10 10yr3/2 None sl 2fcr mvfr as 2f,lm 0.5 0.6 2 - ~o ~ 14 10yr4/4 None sil 2fsbk mfr cs Ifm 0 4 0 5 3 - 14-21 10yr4/4 None sicl 2msbk mfr cw 1 f 0.4 0.5 4 21-30 7.Syr4/4 None sl lcsbk mfi gw - 0.4 0.5 5 ~ 30-85 7.Syr4/4 fZd7.5yr5/8 mixed sl Om mfi - - 0.3 0.4 Remarks: ~a I.J cods ,~ 's `/ ,~ .3 ,s `~ s . `~ "~ 1 2 0-10 10-22 10yr3/2 10yr4/4 None None sl sil 2fcr 2fsbk mvfr mfr as cs 2f,lm lfm 0.5 ~, 0.6 0.4 0.5 3 22-34 7.Syr4/4 None sl 2msbk mfr cw if 0.4 ~ 0.5 4 34-48 7.Syr4/4 f2d7.5yr5/8 sl lcsbk mfi gw - 0.4 ~ 0.5 5 48-96 7.Syr4/4 f2d7.5yr5/8 & 12fl0yr6/2 mixed sl Om mfi - - 0 3 0 4 Kemarks: Ground elev Depth to ---- - ---- ----- --- -- --- -- limiting ' factor Remarks: ----- --- ---_ ---- r K y8 ~ 33 P~. 3~3 ,/~ ~ /0% loO Con~e~r ~ ~lelf: ~ ! r ~ ~ ! ~ ~ ^~ i 3 ~ , ~/~~ i ~ B~ ~ ^ 3Sl0't i ^ i .8~ ~ i ~.cxa-~en Fence ~Sf . ~~ /~Sfcr.rrtC,d a ~~e~: = /cam cv' C~ad¢ = 44.x: ioS. 03' ioS 01 /OS. Q~l' trb L/ ~-FJ. 1, ~ . ProposQd ~es~dence as S-taKcd ~ 50; ~ O~SeI~IQ~iOn p; ~ • G~.de eltw`' ScA..C4: ~ ~- ~/o ~wne ~'~ ~r.an ~ ~w~+dy O/sem ,2 3 99 Co. fib. G l-ova-~i'orn = iQ. /( cJ, T , a {'Ems /'a. ~; S~- 'lroir C'o., c.~J~ /,/G~,~: iir"_s;'26Giiiii i~s;~~ r~~ iri~2::"s52o~+;: TL~i?VZri.uisi~sZrvc ig",~ii2 tyS.~11?~t111 FRT IA tt Csl~ TtR ,cc .Qpa ~.r. .-+tv ATi) /wf1TTR7'7~V ~- _~.?-__ - ~P - - evtrrr~ re~,rrc i~,fATNTTiNANC'~ AC~RBEN~3N'T ii~.TRR~FiTP ('.1?RTIFTCA7IQN Ft~PtiM C}evnerlBuveY S~1~I Maiiittt Adder ~ L"!? . /~~J ~ L~`~iI1~'~I~ li(~~ ~~~ f7i PropcRty Aderess d 3 ~ ~, ~r y~ICntlcaiIVSZ 7G~[ui[ct[i yT uFii r'i6uuiis~ iic~ra. a.~Yi i ••:i ••~ ••--.~~.'~'~'s_`.j.-. ~, x we.. ~ r rrnt"i7TU'!`Tf1h ivv S.LSL P A ° vs' ~~: ,, . __ _,:...; ~ +f ; /U,~ ~~ c t.~. ~_ T~ 1<I-It~~V. Tawn of ~~'~ ~liPtI 17S~7~(S}~ ~~ IT ~~ ~~!'*_i~~d ~~rvey Map # /_~Q'(~'f,) __ . Voltun0 / Page iL_41_ n .._.. n ~L ~~ L~~q~ ~ V r~ ~ ~Q j..Vi lt~14V iuGi: ii ii~:v i~ i-= j =- 'a3 ~t~~' ~_ - -,-~. Rj - :~.-=~ _ . i~ro pittiatcnaoac iu~ :se 3:.:: ~=:Ec=~==::° ,,.r - ~~ A .••a~ ~',..+ra ~r~~~,t± ~ a~~ nrrn.syhisse failuCa l4 handle vVAStCS Imo' ---__sy _e ... ,.,,~ ~t~y6...,+',+ ra~4 c.,wrv drreivr~rs or sooner- if needttlbY a liccnsedpumpcr. What you put iota the iyst4m ~~ -sr~.a A ~ n~r}7P s±n+tic t8~ as'a tCCSl~leotstelte iA idYO [wf3uti clirpaS81 sfatcta. Ths property owutr agtra~s to spvmii to ,ji Cmi~c %bnu~y •`.:a~az°;,.a,= :. - --~ '~="~= = - a _. c _ r___.. rl.,..~_ ....-~....i+R.in~sihx[ (~~ 1hB 86.ittC WHS~BtKal ~~rm s3ta..fiCrP~zfS~~~~~•,`~'~:,r ~..~Y_.-~~L_, =-..=..~...,,~.._ ._, - less than 1/3 full afaludge. __...,:~.. ..ar„r n~ ew.-' ~.,~s;n~ and rnemnide !if neccasarY3. ~ ~ptie tank is is .cc ~i.;;r.-°z ;sr~=.-:e ~ - _ -' ®.,. -. -- - - rlme; tS,e andexsir~eci bt.vc read Ch8 ahovo tE eases and arc to maintain tits pdvaie scsvagc ivnYvsa: sys:-.., ^ s ~ ==:sue=-,= lei fat' ~'C>a, ~ sct by t1tC cpailm~ of L.auR~ei'~e end fy`3a iicydaiwv~ FYI ~=. =3a~ :-"., ':~:c vc a- - ~~ 30 'h' _~.....s ~.,.~ -r,~„;r.~ r., rho Ct. CSraix lAttfltY ZOwnA OPPiOe ~S3tYng t~RL y9tic ~'gVc Sya'~ci2° iiv ::.Gu i +_~%~%~iiiw :....~.. ~~ _-:--i:t_ •• - -- - _ 1.-_ . .._~.._a_. Aar• __._ .;ice ~ ~~~"~ f SIG~IpZTJRE OF AP 'AN ~• ,.. Y - !fit-Tf'Pl ~.ii t_:nll~l~iii.:F~iii.;, G ~s~c[{S} v2 _ _ _ _ -- .~,: r` ~.- , -- - _ ::.;~ .;~~; .;r ~y (~.,r) Irnowiedge. i (ael asaf (arc} m _ ~ L^~t ~ z ..>+...`T}.., .,;r„~d}nt P ~.a~nr.:-aeec} eecotded is R.egistar CP Deeds ~[fica. i ! T?A'f E ~ SiCrNATUP~13 tJT' ~+rru" I' volccd b the Zca I-]ep8nmcn~ ®"°" ____ :,:,__.: .t... s i':':SS-_ .-.._Et.,w1 .n~v !'re~~14 Las {has t$C1SaIY PCTIIItf 13'ETIf~ C#+ Y ~~ -- ~~ ~...-a_er- -- - -- ~ . it ~neipderr[tb ibis ><pplleatiea: A ataaigad ~vatt-~vty deed fsosn ipc Fte~tBiv. i.+u~+ :+:::c.~ It tupy 6~ ti32 ici uiic~. "uw: ~vY ~:.s ~, •- --' - . ' von X538 ~a&f ~~~ Es28976 IiA~'NLEEM H. WALSH REGISTER OF DEEDS ST CROIX CO WI . ., RECEIVED FOR RECORD Brian P. Olsem and Wendy J. Olsem, husband and wife, 08-~9-000 11:30 AM conveys and warrants to Patrick Olsem and ~t~a~blsem the following described real estate in St. Croix County State EXEMRTTtE DEED , of Wisconsin: CERT COPY FEE: CORY FEE: TRANSFER FEE: 11.40 RECORDING FEE: 10.44 PAGER: 1 Recording Area Name and Return Address e-w.d~ Q(s ~, 3 ~~ ~~,~ `~~ad G i~ Ern -ter ~. l d c.J I S~ o t 1-- 010-1049-20-000 (Parcel Identification Number) Part of the Northeast Quarter of the Northeast Quarter (NE'/4 of NE'/4) of Section Twenty-one (21), Township Thirty (30) North, Range Sixteen (16) West, Town of Emerald, St. Croix County, Wisconsin, more particularly described at Lot 1 of Certified Survey Map, filed July 26, 2000, in Volume 14 of Certified Survey Maps, Page 3908 , as Document No. 627097, Office of the Register of Deeds for St. Croix County, Wisconsin. Exception to warranties: all easements and restrictions of record. This is not homestead property. Dated this:~S day of '~ , 2000. ~~~:~. ;~ C~i~~. *Brian P. Olsem ,- *Wendy J. s " AUTHENTICATION Signatures authenticated this day of , ACKNOWLEDGMENT STATE OF WISCONSIN ST. CROIX COUNTY Personally came before me this ~J~ day of ~ ~~5~ 2000 the above named Brian P. Olsem an~}~idy J. Olsem, to me known to be the person(s) who executed the fflrCfYfli Y~iY ~Nn{r~.rh ~.-{ ."....I ....L........I~J_.- iL. _.__ _ .WEST. CU. -BRLDWIN • Fax:715-684-4750 Jul 24 '01 16:15 P. 02 627'09' CERTIFIED SIJR.~EY MAP BrAen .P. 01sem and Wendy J. Olsem Part of the Northeast 1/4 of the Northeast I,/4 of SeetiQr~ 21, T 30 N, R 16 W, ~ Town of Emerald, St. Croix County, Wisconsin r F1LED JUG 2 6 2000 ~ It11THtFEN M. WAI.SH pepisler of D~ 41 Sl Cralx Co„ Wf ~( ~. / ~'r'(~ \ CS NoM Line NE 1/4 _ _?)~ (Centerline C'T.ti. UNPLATT~D I A,IYD}S Nathea~t Comer 1 ~ 3f~~p~i6 - • EAST 267~.8I' - - _ Section 21 T 30 N, R 16 W -~ - - - -EAST 1169,29' - - - (FounO'PI~" Naiq 93''~ ~ _ ~ _. i~ .._-- - --- --- - - ---~ - ~.~ L - EAST 1505.56' 3 ~,- ~`~°~~~ , ~',_ North Quarter Comer Sedion 21, T 30 N, R 18 W c ~ ~ •~' ~ ~ (Fourd'PK' Nail ~I ~ ~ ~»ee----,---M --- I~~`~ ~. ~I g O 1 ~~ ~1 d' a AREA BUMMARIE3 LOT 1 2.500 acres or 108,916 sq. tt.(incl. rlw 2.185 acres or 94,316 sq. ft, (excl r/w) LOT 2 7.512 acres 327,219 sq, ft. (incl. Nw) B.260 acres 272,686 sq. ft. (excl. r!w) LE ~ Soil Boring location ~ Indicates 1" x 24" Iron Pipa Set (Min. Wt. -1.13 Ibs.IJin.1t. ) fa Section Corner Monument (as Hated) ~ Indicates Fence OWNER'S ADDRESS: 2398 Count~yy Trunk Highway "G" F~nerald, V1N. 54012 Dated: May 4, 2000 a S A IN FEET 1" = 00' N,Ntl~t161ee 1 0 75 1 3 4 0 ~~a C ~ Bearirt3s are refere+tGed to the East Line of the NE 1l4 r ~~~3 .Q . i et Seetbn 21. assumed ixarina S 02'~~' E. EAS7 1 100' 6tNsack LM+e ~ d~- ~ Sh... F'C'C ~ Area ~ ~F.eat Line NE 116 Sea 21 (Cerarins 2~Od~ 8th -- ; 33'~ ~ ~1~~~~ ' '~~ ~.,: ~ ~ UNPL~iTTED -u ~ s~ ~'4 y ~Ciy ~ I ' N ' h t ~ ~~ zor _~ 1138.23' 84 ~_ e ---WEST 1169.26-•• UNP~ATTW ~ND,~ Est pusrter Canter 0~ 30cfinn 21, T 30 N, R 16 W (sd 1' tt 2~' iron pate n per witness manumetts) ~. WEST. CU. -BALDWIN l Fax:715-684-4750 Jul 24 '01 16:16 P. 03 CERTIFYED SURVEY MAP Brun .F~. ~y~.~ei;~ ant! V'Vendy J. ()rlsenn Part of the Northeast 1/4 of the Northeast I/4 of Section 21, T 30 N, R 16 W, Town of Emerald, St. Croix County, Wisconsin DE5CR11'TIf?rT: That certain parcel of land located in the Northeast 1/4 of the Northeast 1/4 of Section 21, Township 30 North, R$nge 16 W, Town of Emerald, St. Croix County, Wisconsin, more fatly described as follows: Beginning at the Northeast corner of said Section 21; thence S 02 39' S0" E (assumed bearing on the East line of the Northeast 1/4 of said Section 21, recorded as South) a distance of 3'73.40 ;thence West, 1169.26 ; thence N 02 39' S0" W, 373.40' to a point on the North line of the Northeast 1/4 o~said Section 21; thence, along said North line, East, 1164.26' to the Paint QF~i3eginr4pg, cantainirg '.0.012 arras o: 49,135 square feet being subject to an easement for 240th Street over the Easterly 33' thereof, an easement for County Trunk Highway "G" over the Northerly 50' thereof and any other easements, covenants or restrictions of record. GENERAL NOTICE S'TATEI~IEN1': Note: Each parcel shown on this trap is subject to State, County and Township laws, rules and regulations (i.e. wetlr~ds, minimum, lot size, access to ;~acGel, et4.1 Before ,~urcha~ing ar developing any parcel contact the St. Croix County Zoning Ufftce and ti;e appropriate Town Board for advice. State of Wisconsin) i:outtty of k'ierce) I, L>itirence W. Murphy, Registered Land ,<«rveyor, do hereby certify that by direction of the Qwners, $rian P. Olsem and Wendy J. Olsem, l have surveyed and divided the lands shown hereon in accordance with official records, Chapter 236.34 of Wisconsin Statutes and the Ordinances of St. Croix County and that this map and description are a true and correct representation thereof. Dated :May 4, 2000. Revised: July 21, 2000. ~~~••' CSC O/y ''~y ~ ~ ••` ~ ~ f WAMRENtr 1 13 o N :RIVr;R FAlL3, ,rj ~W