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HomeMy WebLinkAbout008-1011-60-200St. Croix County Zoning Monday, November 15, 2004 at 11:21:10 AM Detail Sanitary Information Page 1 oJl Computer#: 008-1011-60-200 Sub/Plat: NA Section: 4 Parcel #: 04.28.16.60A20 Lot: 3 TN/RNG: T28N R16W Munici ali Eau Galle Towns ~ CSM: Vol. 14 P 3855 1/4 124: SE 1/4 SW 1/4 P ty~ ~..~I'IpGYI I,7~_ s' Owner: Camp 50 r Street Baldwin, WI 54002 State Permit: 37035 ~ ued: 10/23/2000 POWTS Dispersal: Mound 24" or more suitable soi Permit: New County Permit: 0 --"~ Installed: 10/24/2000 POWTS Detail: NA Bedrooms: 3 WI Fund: No POWTS Pretreatment: Unknown Notes Inspector Kevin Grabau As Built Plumber Other Reauirements >4/1/00 -Not Required Schumaker, William Signed Off: Yes Additional Notes Monev Owed $0.00 Maintenance Scheduled Pump Date Pumped 1st Notification 2nd Notification 3rd Notification 10/24/2003 3/17/2004 04/01/2004 3/17/2007 /* ~' Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM Safety and Buildings Division INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT Personal information you provice may be used for secondary purposes [Privacy Law, s. 5.04 (1)(m)]. Permit Holder~e: ^ City ^ Village ^ T n of: Campbell~S~~e Eau Galle Township CST BMElev.:- Insp. BM Elev.: BM Description: (~ •'~ ~ ~ e~ . ~ ' .~sF •~ PuL P ~ P~ ~ CST 8++~.1- IAIVR IIVtVKMAI IVIV TYPE MANUFACTURER CAPACITY Septic ~ ~~ Dosing Aeration Holding TANKS TBACK INFORMATION TANK TO P/L WELL BLDG. vent to Air Intake ROAD Septic ~ ~ ' / --- NA Dosing } S-p' ~ BFI ,, ~' NA Aeration NA Holding % " PUMP /SIPHON INFORMATION ti~ ~~ Manufacturer ~ Demand Model Number ~E-p ~-~..~ ~'I GPM TDH Lift `l. Lriction.~,vg System 2 S TDH 2,~.7~t Forcemain Length.~,l ' Dia. z ° Dist. To Well SOIL ABSORPTION SYSTEM ELEVATION DATA County St, ~r~~ Sanitary370356 0 ate Plan ID No.: s ion _ ~39oa~- arcel Tax No.: 008-1011-60-200 S~tTI~ BS HI FS ELEV. Benchmark r~~ o ,~ ~ - ~ Alt. BM ~,. ~ Bldg. Sewer t/ Ht Inlet f ~, /~ ,p ( tl t /Ht O S -•---" e t u Dt f n I et ---~ ---- Dt Bottom / ` f } g(o-cep Header /Man. 2' ~$ `7 $. 6 } Dist. Pipe 2-Td Z.,s-C, °1 $.6~ B t 3•za ~..`l~ Final Grade ~`-~s- St cover , 3S ~, ~ / Width ~ Len th ~ f s PIT N s Inside Dia. Liquid DIM N 1 N ~ S 5 DIMEN I N SYSTEM TO P/ L BLDG WELL LAKE/STREAM LEACHING r' SETBACK INFORMATION TypeO r Q~r \ ___._.. CHAMB Mo el Number: System: Zl ti V J _____ O T DISTRIBUTION SYSTEM ~~ 5 `~-~, rd..l~.(~ f° ~` ~.L.. Header 1 Manifold Distribution Pipel~s~ ~ 'r 3 ~ ~ ~ x Hole Size er x Hole Spacing v Vent To Air Intake Length ~- - Dia. ~-'~ ` Length Dia. Spacing 3 ~b ~ ~ SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over Depth Over xx Dept ectlOn 1' eC Bed~T(iCrdQI1~OtQr ( ) - Bed /Trench Edges Topsoil ^ Ye ^ No ^ Yes ^ No C(1~lll~~e~~~l~code discrepancies, persons present, etc.) I~ "' f 2.) Bldg sewer length = snection #1: 1~/Z-`~/~ Inspection #2: --f-+-- LocatiotT~33iY~Street, Baldwin, WI 54002 (SE 1/4 S 1/4 5 T28N R16W) -,0~4 81660A20 -Lot 3 1.) Alt BM Description = ~aQ~row~n,Q~l~l ~~• ~ [~-T ` ~ S 2.) Bldg sewer length = (b • 0 -amount of cover = ~ 1 S ~ ~ ~,~,.r/ Q,,,Q~ ~~,,,,,~,e~ . 3.) contour = r ~l ~-•-loD ~C/ Plan//revision required? ^ Yes No O I 31 D t ~ ~ Z G Us~~jje the_r side for ~dditio_nal ~f nfor ati n. , 6~ ~~ qq w ~ C~ h.E... ~" > 12"5~ S 67 0 (R.3/g~ C.euel CAbC6~Q~ ~ a e I spe o Cert. No. ~-~~ t ~ ~,.~~~ s~(~,..,m.~r~a./-- Sanitary- permit Ap~lieation ~~ 233 1r. accord ~~.t~ Comm 83 ? 1 'A ,s R~'C :,odc Sca rt~~erse sidc for instr:.,c:~ans for camptrs~ng th;s aPF1;ca:,on ~~iQh~,~ ;persona: infurrtsatiar. ~~o~ provide mad be uses fcr yac~r.cary purposes ,I DeDartnlfnt at CemMerce i (Arivacy Lta•. s 1 S.Oa; i )crrtl) ~-~ly~ rev r QCT 1 ~ zz a- e l~ 1. F~ I r COUNTY xONING QFf ~ 9a~ f~°~a r~ s ~~ ane Num r r lY. State ~ tp ~ C 9 ~9a ,(eld4 ^ ~~ ~ J ~/~ !1 Type ct Saildl!>~: {ew~ck oae) ~ ~ wy ~,•. s ~ fStd s• Safety & l3uitdingt: U~r~s~Or t ZCi ~ Was>tiin~:an Arc pp gtx 73Q: Madison. 1tr'1 S3"~~7.73C" t5ubmit cotrpte:ed faint to eou~uy if r ~ s'!'!? n an+e a! $ ~ shr Giiy Y illage lawn of D 1 ar ~ Femi{y Llwelltng -Na, o room ,r...r..._.- - ~~ ~ ~~ j ~ 0 PltbiielCammorotsl (d~c~be use): State•o Nearest ito+Q ~ 3 3 ~ IlI ppe o its {C eck only one box on ills A. Check box on ltne e 1 appilcabte} Paroe~ Tax loom ensti ~ A} 1. ,New Syrtam 3. D Replacerr+ent 3, d Raplacemeat of d. ©Adnit'rSn ~m C~08 _ 1 ~ ~ 1--{4,D --' Tan 1 am t usr er (b . (oo ~~ A i Pettol! w e via s~ issued lV. Type of PaW'I' 8yete~lt (Check al! rttet applYi '~ O Sand Pillar aund Q Coneavcled W etiand i p 5ingk P>us © kaa-prom 1MgrounE p Hoiding Tllnk ns C Drip L G p~ttri~d ln-p'ound nn ,,n ,~ O Aerob' 'treat t (S it O Reeircttlad g ~t ~ Ac•~ ' 9'x'0 C C3ther. , x ~ _ , 0 e~ c;2llJC . t A atorsASt' _ Arent i App! toe at ~, ~ aP f R~ {(}dtJnay/sq, tt.l thl ytterst aslan 7 rn ra ~ Elevation ~ ~~ Aaquind Fropoaed ~d t 3 `~ ~ ~~ • ~ ~9. o ~. ~ yso yS Cq+~tY is Tam e e Muluficturer ' Co taei hsti ~ ~ f tak VI ~~~~~ to a t3allana T~kt ~npp ~ struatal New iating 7 ~'~ t ' I Qo~ ~ Q~ ~~i s~ r, c X i / ~! ,~ ' IRJ~() .r ~ ~L~ e ~P ,off Z >l~e{tansilyt~itY $gtl9leRt h a Zara. bilit ~ fer ! i ti n ofthe P 1VTS t o ,~~ ~ ~vtunbes p bare iaa at~saps , ~`~-_ 3~~ -3~ l f,IC~G~ Z ~C~LL1N.~~B` Y !~ ~~ ~ ~~' ~~'4~4'l'~ ll1'7d SGO O DWpptwwa ~ .._.....~ • Pal - -- ~Apgroved O Qw>n~' Glver! ltsltial luiverse 3aS.~} ~p-23?,B0D inttl+on lIX. Cgadltioas o A~ o for PPS 1~ / u,S ~~_ ~ ~~ _- ~ _~` SBD.6393R tR. tl7l0pl ~ ~ ~scons~n Department of Commerce Safety and Buildings 1340 E GREEN BAY ST STE 300 SHAWANO WI 54166 TDD #: (608) 264-8777 www.commerce.state.wi.us Tommy G. Thompson, Governor Brenda J. Blanchard, Secretary October O 1, 2000 OUST iD No.267341 ARTHUR L WEGERER WEGERER SOIL TESTING & DESIGN 421 N MA[N ST . PO BOX 74 RIVER FALLS WI 54022 RE: CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 10/01/2002 ATTN: POWTS INSPECTOR ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 Transaction I 5 ,,4ji9~gQfl``, ,\ Site ID No, 8(s ~ ' . SITE: Please I~`~i both - en~catton"nuiribe~ Site ID: 199869, GREG CAMPBELL above, ' '~I#'corresp t1~e,~th the ages ST CROIX County, Town of EAU GALLE; 233RD ST ~~'_~ ~ El~"~r ` `~~'~' ~ :_ "~ SE1/4, SW l/4, S4, T28N, R16W ~ ^i Sr l~ ~ ~(roQ f ~'-.s' FOR: - ~ ; ~ ~~0~ Q Description: MOUND SYSTEM FOR GREG CAMPBELL ~= ~~ lO~;tiv(/ryrrX ` ~~ ,~~, Object Type: POWT System Regulated Object ID No.: 764906 +° , `%~. ~`~~ E ~ ~"` The submittal described above has been reviewed for conformance with applicable Wisc ifi;tl~dn~itli 've Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as efined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. The following conditions shall be met during installation: • The piping used for the force main and manifold shall comply with Comm 84.30 (2)(e). • The distribution piping shall comply with Comm 84.30 (2)(d). • The aggregate used in the distribution cell shall comply with Comm 84.30 (6)(i). • The synthetic fabric used to cover the aggregate cell shall comply with Comm 84.30 (6)(g). • Documentation shall be provided to the County to show that the effluent filter is aState-approved product and to show that it is capable of filtering out all particulate matter that is greater than t/8 inch in size. • An access opening of sufficient size to allow removal of the filter must be provided over the outlet "tee" baffle of which this product is installed. This access opening must terminate at or above grade. 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. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Sincerely, ~N KEI H A WILKINSON , POWTS PLAN REVIEWER Integrated Services (715) 524-3630, FAX: (715) 524-3633 , M-F 7 AM - 3:45 PM KWILKINSON@COMMERCE.STATE.WLUS DATE RECEIVED 09/26/2000 FEE REQUIRED $ 175.00 FEE RECEIVED $ 175.00 BALANCE DUE $ 0.00 WiSMART code: 7633 cc: GREG CAMPBELL ~, l~ ~~ .+ ~, ~ ~"~ ~ ~ ,`~ TITLE SHEET Page ~ l of 1 ``~~ ~ , ~ hIOUND SYSTEM FOR ~'~' .~~~~'~ A 3 BEDROOM RESIDENCE ~''; ~iis plan has been prepared in accordance faith the Mound Component Manual SBD-10572-P and the Pressure Distribution Manual SBD-10573-P C ~• t~14`1~ ~Z_t:~~g4~ LOCATED IN THE S C, 1 /4 OF -THE SW 1 /4 OF SECTION y , T'. Z~ N, R l 6 td , TOWi1 OF ~PsU 6>g-L.l~ ST- Cr~~ U( COUNTY, WISCONSIN. --- a T_ - -a ~ -._LS_M__,-- INDEX PAGE 1 of 7 TITLE SHEET PAGE 2 Of 7 SYSTEM rIt1NAGEMENT PLAN PAGE 3 of 7 PLOT PLAN PAGE 4 of 7 6 PLAN VIEW}CROSS SECTION Oar Ma.LYLO~ PAGE 5 of 7 DISTRIBUTION PIPE LAYOUT PAGE 6 of 7 PUMPING CHAr1BER CROSS SECTION PAGE 7 of 7 PUMP PERFO:RI•iANCE CURVE PREPARED FOR ---- PREPARED BY WEGEF~EF? SO = L . TEST S NG AND . - DES I G~i S~RV I CE P.0. Box 74 421 N.rlain St. River Falls, WI 54022 Phone 715-425-0165 Fax 715-425-6864 ~'ond~tionally ~ Q ~ ~~V ~ Q DEPARTMENT OF COMMERCE DIIlFSION OF SAFETY AND BUILDINGS ` \SEE GORRESPONDENCE oD ~' , j f~ ........... ..~~ '• ARTM!P ~ Tt WFGEHEA } D-915 P ELISWORTM, •. WI3. t ...~..~•• ~, '~ra_ ~'.S I G N ~' _-~1 01.2.30 JOB NO . ~O- Z-? ) ~ ~ Mound S stem Mana ement Plan y 9 Page Z ~ of -7 Pursuant to Comm 83.54, Wis. Adm. Code 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. tang condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. Th outle ilt hall be cleaned as necessary to ensure pro er o~erntion, The filter cartridge should not be removed unless provisions are ma in so i sin a an that may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1/3 the liquid volume of the tank. If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products are used they shalt be approved for septic tank use by the Department of Commerce, Safety and Buildings Division. Pumo Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary. Mound and Pressure Distribution System No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October-February) dictate that the mound be heavily mulched for frost protection. 4nfluent quality into the mound system may not exceed 220 mg/L GODS, 150 mg/L TSS, and 30 mg/L FOG. Influent flow may not exceed maximum design flow specified in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the initial test when the system was installed to determine if orifice clogging has occun'ed and if orifice cleaning is required to maintain equal distribution within the dispersal cell.. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and any levels above 4 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. General This system shall be operated in accordance with Comm 82-84 Wis. Adm. Code, and shall maintained in accordance with its' component manual [SBD-10572-P (R. 6/99)] and local or state rules pertaining to system maintenance and maintenance reporting. No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8-inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. • Contingency Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component shall be immediately repaired or replaced with a component of the same or equal performance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired ~ or replaced in its' present location by increasing basal area if toe leakage occurs or by removing biologically clogged adsorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. Questions on the operation or maintenance of this system should be directed to the County Zoning office at Zl$_386-y680 or to the licensed plumber who installed the system. PLOT PLAN Scale 1"=~.~~' I 4 Za ~~ ~ ~ ~~ o ~ ~ ~JI J 3 O Page 3 of ~ ~~ r. \ \ \ ~ ~~~ ~ ~~~'~ ~ ~ ~ Bt~tltl - ~. 4~~~U owl _8"~~GH,_3l~!"DtR =PVC?_t?~_~~+-~71~ ry ---- ------- ~ ~ \ etq~g ~ ,, ~,, s ~ wt t-~ . - - -~ ~mZ car Lor Lt ~ ~ of 3.8 ~ ~. 1~RC~JL. . ~~' ~.L_ I~ .5~~ etas -' ~ p~vu~.e~ ~ ; '. ~ ~.~ I , I ~jF-Z N I ~ ~ ~0 1.1pT e.~ur~~R-er o~Z a- I ~ ~ ~ c~ ~ sjv~Z~ 'T?11S FY(~A lpof~ I ~ I _ ~~ ~ a0 ~I ~ ~ ~ ~ r3.z ~gs3 `' z , 1 t~tS'oF , ~ ~ ~ of V ".Pv c ~~T~vrZ `sL , q1. p ' 3 ~D Rl~j ~~~`q O~ ALL X Su GG ~TL'C~ _ W l=1 L 'I7lZ6U ~ ~~-~'t"i70~ NOTES: 1. Elevations shown are existing ground elevations unless otherwise noted. 2. Install 4" observation pipes with approved caps. ( Z required). 3. Septic tank to be Lono X650 gallon capacity manufactured by 'W1~,~ W ~T~,~ 1~1-~7 w ~Z-~t3 ~- ~FLU~T ~t ~T~'SZ . 4. $ench marks Ste. ~I-3oU~ 5. Divert surface water around system to prevent ponding at the uphill side. . , Page ~ Of 1 Approved Synthetic Covering ASTMS C33 Medium. Sand Topsoil -~~ 3 lQ % Slope Distribution Cell of 2" to 2''z" Aggregate = W G ~ __=-~ F Elev. ~i8.0 ' ~~ ' - e Force Main From Pump CROSS SECTION OF A MOUND SYSTEM A ( Ft. Linear Loading Rate= 6-~ GPD/LN FT Design Loading Rate= p•3.GPD/SQ FT ~ ~ F.+~.~~_~_, W Z ~ Ft. Plowed Layer D ~•Cp Ft. E 1• hFt. F 0- S Ft. G 0•SFt. H ~ • u Ft. U -Observation Pipe ('- ------- ----- ----~ ~Acctss c~--r-•--------------------- --------------- ------- gox o _ W -~__T. _~ - --.-_--- -----~------ ~ Force Main - ~-- uses ~- o~p~Sl ~D - Distribution ~-- Cell of 2" to 2 2" -- Pipe aggregate Observa tion ~ Pipe - - ~ (Anr~or securely) e ~ S Ft. I 1 ~ Ft. J L~ Ft . - K l ~ Ft. L °~ S Ft. istribution Fipe PLAN DIEr~l OF A MOUND SYSTEI4 Distribution Pipe Layout Place the holes at the bottom of the distribution pipes - at equal spacing. 8emove all burrs from the pipe and holes. Extend the end of each lateral up with the use of long turn or 4~ ° fitting to a point within six -- inches of the final grade. Terminate the ends of the laterals with a vaIv~;~threaded cap or . threaded pIu~. Provide aces from final grade for the vaIye; threaded cap or threaded p1uQ. T`-t P_ 1 CTS L ~,2~S S _5'~L71V 1~] PVC F~JC PVC Lateral, ~-Manifold ,- Latewl z ~ -Lateral Lenoth -~P - ~ Laterl~Length = P ~ P ~.t~N V ~EtiJ o-, -- F G- -- 11~' iJ1Fd~ ~Rr~ r'+Rt~7 P 3~ Ft. S 3 Ft. X ~ ~ Inches Page S of t}C~s soX -~ - --o " Hole Diameter ~~1~Inch-~ ~-""" Lateral ~ 1 1 ~~' InchEes) Manifold Z' Inches Force Main " 2 Inches . ~. ~ of holes/pipe l9 _ Invert Elevation of.Laterals gB,S Ft. 1`~x o-66= ~z. s~x~l= so- t6 sad • - ~_: _- ~ Combination Sept~.c~-Tank and - PLfMP CHAMBER CROSS SECTION AA10 SPECIFICATI0~15 ' PAGE ~ OF 7. .._ ~. WEATHER PROOF y~ •VEIJT CAP nni`[~~'~(~`j~~ C,1r ~~U JUUCTI01.1 DOX n ~ i nL~r CVl°~~~ r~~ ti C.I. VE1JT PIPC ~ APPROVEp LOCKILIG ~~'C ~~% ~~ ~ ~jtJ' FROM DOOR, ~MAIJHCILE COVER wl"M '+r~A100W OR FRESH ~ wAp.NlIJG L.RgEL.• tN3P~S1o~J P tPE qLR IUTAKE t ~ w 1Nn.cL11 s tt~ zrsP >, i-~ i I la•nlN. 11JLET Approved joint wI PVC pipe ` ; :, ' •~ - " :"~ 8 AS-TLS z+~s~ u~~ LLEY.~6'~ fT. coraputT I • I ~ - - ~ ~~ . ~\~; • 1 ' _ PROVIDE I ~j' AiRTIGHT SEAL l _•~- I I a I I, C ! I PUMP ~k-1~ D COlJCRETE ~ 9t.OLK -- ~6.00 -" 'i~ MIU. I B' /K111. :, l' ~j Approved ~I joint w/ j ~AL/r,RM PVC pipe v b ou OFF ~- RtSCR EXIT PERMiTIED OIJLJ IF TAIJK MAIJUFAGTURER HAS SUCH APPROVAL~3~Ap~~~p gfc017 t N4 SEPTIC E SPECIFICATIOt~.15 . DOSE T/.AIK MA-IUFACTURER: >`-'1~hW~' P1~A-~7' NtiM1iER OF DOSES: ~ `~ PER DAy TAIJK SIZC : LI,UU L (~ Sy GALLOIJS DOSE VOLUME t ALARM MAUUFACTURCR: S'S•~Z-~-TI~-C~ S~•Lg7~~'?~ INCLUp11SG bAGKfLDW: - ,1'~ GAIt.ON' MODEL, 1JUM8ER: L~ ~ ~~w CAPACITIES: A= ~-~ IAICHCS OR 310 GALLOUg SWITCH TyPC: ~ ~ °~~Z'~ 8 = ~ t{,ItHES`OR =...]_ G~LLO-J5 PUMP /~,1UUFAGTURER: GOUL-1~S C: ~ IUtHES OR 11 q GALLOIJS MODEL I~IUMHER: 3~a S ' w~~ .~ ~~ yy D= ( i~lCHES OR ~S~ G SWt7CH TYPE: _ ~.~~J~ _. -._ ALLOlJS WOTE: PUrtP AUp ALARM AR TO bt~~ Ml1JIMUM DlSCHAR6E -RATE SO. Lk, GpJ„~ INSTALLED OA1 SEPARATE CIRCUITS VERTICAL DIFFERENCE DETWfEU PUMP OFF AIJO..DISTRIBUTl O-J ptPE.. ZI-~-S FEET I.t ~- K I 1PtUM I.tETWORK SUPPLY PRESSURE , ~ .. . , .. ~'~ FCET ~` ~ c -I- ~~ FEET OF FORCE MA-N X S'D~ F~o FzFRIG710u FAL7oR.. ~ ' 2•~' FEET TOTAL Oy1JAMIG HERO = 3~' ~g-FEET .- - ' As per manufacturer ~'~•O gal/in. Liquid depth 38 " • -; ~~~~;-~ MODEL 3885 APPLICATIONS Specifically designed for the following uses: • Homes • Farms • Trailer courts • Motels • Schools • Hospitals • Industry • Effluent systems SPECIFICATIONS Pump • Solids handling capabilities: 3/" maximum. • Discharge size: 2"NPT. • Capacities: up to 128 GPM. • Total heads: up to 123 feet TDH. • Mechanical seal: silicon carbide-rotary seat/silicon carbide-stationary seat, 300 series stainless steel metal parts, BUNA-N elastomers. • Temperature: 104°F (40°C) continuous 140°F (60°C) intermittent. • Fasteners: 300 series ~~v`r1P PE1Z-~O~~~vcE Cu1zvE uouias ~I.l~~'l~~'5~~3~E ~~~~~~~~ ~ll~l~ • Overload protection must be provided in starter unit. • Shaft: threaded, 400 series stainless steel • Bearings: balV bearings upper and lower. • Power cord: 20 foot standard length (optional lengths available). Single phase: •'/3 and Y2 HP -16/3 SJTO with 115 V or 230 V three prong plug. • 3/4-1'/z HP -1413 STO with bare leads. Three phase: ' •''/z-1'/z HP -14/4 STO with bare leads. On CSA listed models - 20 foot length SJTW and STW are standard. FEATURES ^ Impeller: Cast iron, semi- open, non-clog with pump- out vanes for mechanical seal protection. Balanced for METERS FEET smooth operation. Silicon bronze impeller available as an option. ^ Casing:_Cast iron volute type for maximum efficiency. 2"NPT discharge adaptable for slide rail systems. ^ Mechanical Seal: SILICON CARBIDE VS. SILICON CARBIDE sealing faces. Stainless steel metal parts, BUNA-N elastomers. ^ Shaft: Corrosion-resistant stainless steel. Threaded design. Locknut on three phase models to guard against component damage on accidental reverse rotation. ^ Motor: Fully submerged in high-grade turbine oil for lubrication and efficient heat transfer. ^ Designed for Continuous Operation: Pump ratings are within the motor manufacturer's recommended working limits, can be operated continuously without damage. ^ Bearings: Upper and lower heavy duty ball bearing construction. ^ Power Cable: Severe duty rated, oil and water resistant. Epoxy seal on motor end provides secondary moisture barrier in case of outer jacket damage and to prevent oil wicking. ^ 0-ring: Assures positive sealing against contaminants and ail leakage. AGENCY LISTINGS SP Canadian Standards Association UL Underwriters Laboratories stainless steel • Capable of running`dry 25 vrithout damage to components. Motor Q 20 Single phase: _ •'~ HP,115 V, 200 V, 230 V ~ , 15 60 Hz, 1750 RPM; %i HP, `z ' 1 i 5 V, 60 Hz, 3500 RPM; ' %i HP -1'/ HP, 230 V, Q 60 Hz, 3500 RPM. o io ~ • Built-in overload with automatic reset. s • Class 8 insulation. Three'phase: • % HP -1'/z HP 200/230/ 460 V, 60 Hz, 3500 RPM. • Class B insulation. ®1995 Goulds Pumps, Inc. `JU ' ~ SERlES:3885 . ~ ; ~ ; SIZE: 3/.'SOLIDS 80 VIfE1 i ~ ~ j RPM: VARIOUS ' -'--- ---5GPM i-- - 70 VIlE1 I 5 FT so s ~ ! ;E0 ~ - I 50 i ~ j i . -; , 40 F WEO H i j ,3 i i 30 I i _~ I i I _.. ``` 20 y ; s 10 I - I ~ rg .t,b I , 0 ~ i t ! I ,~ t 0 2u 3U 40 50 60 70 80 90 >: 100 110 120 130GPM 10 ii caanctTr 30 m3/h Effective May, 1995 WiSCOnsinDepartmentoflndustry, SOIL AND SITE EVALUATION REPORT La.~A-r and Human Relations •,,~,, Division of Safety 8 Buildngs in accord with N HR-R'~ n5 Wic Aram rnrio Page ~ of 3 COUNTY Attach complete site plan on paper not less than $1/2 x 11 in s irk size Plarrrri~st include, but ST" C'~~ 1 ~' .,~ not limited to vertical and horizontal reference point (BM), dre- % of sldpe,`~cale or d di i h ' ' ` PARCEL LD. ~ L 11 ~ one , nort mens arrow, and location and distance ton ~r ~ad. - ~ ~ O Oa - 0 O - .s~ ~ ~~ ~ APPLICANT INFORMATION-PLEASE PI~IN$ ALL INFQR°NA~f ~-•--- IEWED B DATE PROPERTY OWNEA: ~• " ~`;~,,•~'_ ~` ~ R LOCATION ~~~ ~~ S~~''CVF. `'. ~ ~~(,~ SE 1/4 S W1/4,S 4 T ~ ,N,A 16 E(or~ PROPERTY OWNEA':S MAILING ADDRESS. ~ - ~,, `~~ BLOCK ~ SUBD. NAME OR CSM;# CITY, STATE ZIP CODE PHONE ~,_.~%' f z ^C1TY ^VILLAGE MOWN ' NEAREST RO ~ •~pw1~U , 83 ~ I S ~ooZ (zcs) ~~= z. G,PVtiL~ Z,33 ` sT jx] New Construction Use [. ]Residential / Number of bedrooms y [ ] AddiBQn to existing building j ]Replacement [ ] Public or commeraal desaibe Code derived daily flow bbo gpd Recommended design loading rate . ~ bed, gpd/ft2 - trench, gpd/ft2 Absorption area required Soo bed, ft2 Soe trench, ft2 Ma~amum design loading rate • S bed, gpd/ft2 ~ b trench, gpd/ft2 Recommended infiltration surface elevation(s) °l~ ~ o' ft (as referred to site plan benchmark) '~ Additional design/site considerations t`"-UU w~S'Xb3'a®. ~i~ t~v-~ iZ," O-=S~c~p ~tt,l.. Parent material Low s au~"1L G ~-PC~.L'f~l, Tt ~l Flood plain elevation, if applicable ~ f~ ft S =Suitable for system CONVENTIONAL MOUND IN•GROUty~QQ~PRESSURE U=Unsuitable fors stem DS k~U ~ ~S ^U ~ ^S r[~IU AT-GRADE ^S ~'U SYSTEM IN FlLL HOLDPIG TANK ^S ®U I ^S ®U SOIL DESCRIPTION REPORT Boring # ] ~: ~::> ~~ ~<~ w?_;aa~; ~`~s Ground elev. 91.5 ft Depth to limiting factor Boring # <~ _. Z ~: '~~~ Ground elev. ~l S3 ft Depth to limiting factor Z5--% Horizon Depth in. (DominantColor Munsell ~ Mottles Cu. Sz. Cont Color (Texture ( Structure Gr. Sz. Sh. IConsistence lRar~ily lRoots GPD/ft g~ rerrtr o-~. ~~~tz- 3lz. -- ~ 5i 1 Z..~sbk m~- ~ - , s .6 Z ~-LZ Lo`'12 316 -' S,1 2,~sbk m'F- GS - - 5 ..b 3 ~2 -28 ~ -S ~l 1Z 3 ! y - L ~,eSb~ wl v ~r cs _ • ~( . S y• ~$ 3~f S ` 1 R 3! y ~P-~S tia. S/$ L o~,., w~ ~~ _ -3 € -y Remarks: 0-8 t. b~ R 3 t z, ~ , Si 4 Z~sbl~ m~Pr cg - . S .6 Z ~-~3. l.o `~R alt, - Sil Z'~S~Sk m'~l- eS - •S •~ 3 t3 ~S ~ -SCR Sty L ~~sb'~ !nv'fi- ~s - -~ -s y s- s~rL Sty ~~•s ~R s/s t ate, >•.-~.- - .3 ~ .y Remarks: STName:-Please Pnnt Phone: Arthur L. Wegerer _ 715-425-0165 ' address; ~vegerer Soil Testing & Design Service-P.O. Box 74 River.Falls,WI.54022~~ •• signature: Date. CST Number. • ~~~ti~ oOSS - 3 ' x-6.-00 2 2 0 5 4 .-~ .~ . ~• ,~ .5~ .~ PROPERTY OWNER ~'flV~ PARCELI.D.~ DC~~-I..U~I-60 Boring # vy.n.~.~}},i4}~y ,~~. oi`::'t3t:~~titi~':!YZ' :. ::. _::: 3 ~: ~:_:~ Ground elev. ~3$ft. Deplh to limiting factor Z6" 3oring # :<rY<:~w;u g'e f #.` }~ ;;~?:s.. around :lev. tt. )epth to miting actor SOIL. DESCRIPTION REPORT 4. Page ? of 3 De th D i C l Horizon p in. 0-8 om nant o or Munsell to ~-t~z 3lZ Mottles Qu. Sz. Cont. Color - Texture si ~ Structure Gr. Sz. Sh. z~Fsb-2 Consistence ,M~'F.. ~ Boundary cs Roots - GPD/tt lied rends , s .6 Z a-ty lu ~Iz 3l~ - sr~~ `Z`4'sb1Z wt `F>r cS - ~ S - l 3 1y Z6 ~•S`tR Sly - ~ L 1.cs~~i M v~Q---. cs - .~! .s y ~2 S ~t{~ ~y ;,S41Z 5~8 L cD""' V~`~~ ~ • 3 ~ .y neniarres: Remarks: ' . ~. Remarks: -r eS~' ' f, ryenrarres: ~.' PLOT PLAN ~CALE 1"= ~p ' ~~ NI a 28' ~ o _ ~ ~' 0 ~ ~ ..o ~ ~~ ~~~ ~ ~ ~ ~JV \~ ~ ~ ~^ ~i \~ i S ~1'`')11V . S'h111.1 .. 3 ~' i?t9,~ 5 is 3.1 ~ ~ t`-- Do UST ~>~~~r ~~z Ipaj~ ~ I ~I I f ~~OUR L'1.~. ~-1.p aomjwt GF $p~, L'Lt~U RB.o Page 3 of 3 ~l ~~~~ _L']'1t. IDppU.Ooo' Olv 8"~{-1.61f, 31SE~DtH, 1~UC PIPE' wf CJy-=Tt}= __ ~___ oo -SS- 3 ---- ._ y4 ~--b-ob ZZ,oZSy • (715 ) ~ 425-n7 n5 CST Signature Date Signed Telephone No. CST # ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT .AND OWNERSHIP CERTIFICATION FORM Owner/Buyer Mailing Address properly Address ~' (Verification required from Planning Department for new ' Parcel Identification Number -,~ f~`~ ~ -l-~Y' ~~ City/State ~ ~ T EGAL DESCRIPTION W, Town of ~ ~~~ ~~~ property Location ~_. /<, S 1,J /<, Sec. ~,_, T ~ gN-R Lot # ~ Subdivision „~ ~ Volume t`~ ..Page # ~~ ~~ Certified Survey Map # Warranty Deed # fv ~7 ~ 7 ,Volume P ~ 32 .Page # a ~ 9 Spec house ^ yes f~no Lot lines identifiable Cg yes ^ no S~'STEM MAINTENANCE Improper use and maintenance of your septic system could result in its premature failure to handl~t you put~mt~the system consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumpe can affect the function of the septic tank as a treatment stage in the waste disposal system. The property owner agrees to submit to St. Croix Zoning DePartrnent a certification form, signed by the owner and by a oume lumber, restricted plumber or a licensed pumper verifying that (1) the on-site wastewater disposal system mastorplumber, j y~P if necessary), the septic tank is less than 1/3 full of sludge. ~ ~ preper operating condition and/or (2) after inspection and pumping (~ to maintain the private sewage disposal system with the standards ilwe, the undersigned have read the above requirements and agree set forth, herein, as set by the Department of Commerce and the Deparlmcdn eotumead t~th S~ ~ six ~~~ ~ p ~ ~~in 30 stating that your septic system has been maintained must be compl days of the three year expiration date. d- i ~i a o DATE SIG APPLICANT OWNER CERTIFICATION our knowledge. I (we) am (are) the owners) of I (we) certify that all statements on this form are true to the best of my ( ) the prope described above, by virtue of a warranty deed recorded in Register of Deeds Office. d~, L / o b " DATE SKIN PLICANT «*«*«* Any information that is mis-represented may result in the sanitary pert being revoked by the Zoning Department. ss**ss •~ Include with this application: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed ~r;1.153~P~~~ 229 Timothy R. Stave and Pamela L. Stave, husband and wife, conveys and warrants to Craig D. Cam,,,Qbell and Lisa M. Ca~lpt~a11--husband and wife, the following described real estate in St. Croix County, State of Wisconsin: ~o 62765x7 Y.A7HLEEN H. WALSH kEGTSTEk OF DEEDS ::i?. CF,O?X CO. ~ WI RECEIVED FOR RECORD 03-04-204D 9:3D AM WARRANTI' DEED EX=tIP? q C=ki CORY FEE: CDPY FED: ?RANSFER FEE: 105.00 RECDRDING FEE: I0,00 PAGES: 1 Recordin Area Name and Return Address Thomas A. McCormack 1020 10'" Avenue P.O. Box 2120 Baldwin, WI 54002 00&1011-60-000 (Parcel IdenliOCatJon Number) Part of the Southeast Quarter of Southwest Quarter (SE '/, of SW '/,) of Section Four (4), Township Twenty-eight (28) North, Range Sixteen (16) West, more particularly described as Lot Three (3) of Certified Survey Maps, filed May 24, 2000, in Volume 14 of Certified Survey ~Ofaps', ~t Page 3855, as Document No. 623598, office of the Register of Deeds for St. Croix County, Wisconsin. Exception to warranties: all easements and restriction~~so~~f record. This is not homestead property. Dated this eG,Jlday of , /< _ , 2000. 1 // ~moihy R. e Pamela L. Stave AUTHENTICATION Signature(s) authenticated this _ day of STATE OF WISCONSIN ST. CROIX COUNTY P rsonall came before me this ~ day of v 2000 the above named thy R. Stav and Pamela L. Stave, to me kn to be the person(s) who executed the foregoin rnstru nt and acknowledge t~s~ne. signature type or print name TITLE: MEMBER STATE BAR OF WISCONSIN {If not, authorized by §706.06, Wis. Stats.) ...n..a....o ~~~ ~ ` .,, j•~ type or print name Notary Public St. Croix County, if.~ a I ~~ ~~~ My commission is permanent. (I ~tioryH~ ' 'J 'Names of persons signing in any cap printed below their signatures. o'I gad of ~: j T A ~ t THIS INSTRUMENT WAS DRAFTED BY Thomas A. McCormack Baldwin, WI 54002 inlomwlion Praraaflonab Company Fantl W lac. Wiacansin ixgb55.1M7 ACKNOWLEDGMENT CER T 1 F 1 EQ-SURVEY MAP L OCA TED ! N THE SE 1 i4 OF THE SW 1 i4 OF SECTION 4, T. 28N. , R. 16W. , TOWN OF EAU GAL L E, S T. CRO I X COUNTY, W I SCONS 1 N PREPARED FOR: ' ~ TIM STAVE .............. /Vf~! .FOR.- SE-SIY ' :n ~~ :y :a :• •~ •3 , :m :• :N ;~ Z ~ .~ ^~ :~ :. op I ~~ ~H~ ~ ' ~ °.-ta rr s ...........:.......~.~. R1.~ .2 ~ :~ n ~ ~,,, .y m _ i v '~ ~ Cp :r ~A :Z I .o to sw coR.-~ SE-SW S86°48' 05•E ~ --1r--- - - -~ 1306. 99' - - C. S..~M._ VOL ....9, . PG. , , 2433. ~~~ ~~g 3 -~ 2 °z ~ ~ ti C) ~ ~ O ~oi cow z ~60~ 33' NORTH OUARTER CORNER ~ SECTION 4 -FOUND 2" IRON PIPE UNPL ATTED LANDS w g ................................. NORTH LINE OF 7HE SE-SW V~W U ~.p S86°52' 45"E ~3io ~~`~ 36. 63 • 54 33' $ 1273, 91 ` c~w ~ ~+ H tGHWAY SEBACK w ~- / L 1 NE ~ U' APPROX. 6' TJ 4 i ~ Of N/S F/L ' m c 100.39' ! 4 E 333, l 7' I 497, 30' 3s' ar _~ • LoT 2 ~''° LOT t . w ~a ~ 4. 12 ACRES w 2T, T8 CR ''~ 179, 376 S0. FT. ~ ,~a 1, 210, O! SO F 26.91 XC. R W a 3.83 AC. EXC. RiW ~ ~ , I, 172, S0. fT. 167, 020 S0. FT, g S8T•32' 00'E 530. 54' H 495. 8?' A ~- 34 :72' . LOT 3 w N ': i ~" w ' 3. 86 ACRES ~ ~' ~ ~' a ~ 168 , 140 SO. FT. 1 ' ' $ w 3.6 / AC. EXC. Raw cv ' ~= ~ ~ ~ •, ~ 157, 334 S0. FT. ' - ~ S87.28` 34'E v 330. 68' g . 33: 8T' 496.8!' N LOT 4 a `3. 85 ACRES :° ~ 167, 373 S0. iT. ;" ~ ~" 3.23 AC. EXC. R ~ w • .... HIGHWAY SETBACK . 140,68( SO. FT. _ 4 ' ~ ...................... L lNE .. N86.48' 03' W w w ' • • - ~. 97. 82 - 273 96' 0 -- ~---'----+~ , ._ 776.14' w 8 ~:0:" ~ fN89.33~ OJ`' W{~! 1306. 98' _ :' • • ~ SOUTH L 1 NE QF THE SE-SW :Cn:~~~~ 26/3.97. :~ .~ i ~'' ~ .. PEND 1.NG.. C,. S., M. i I LEGEND ~ - SET I"X24" 1RON PIPE WEIGHING 1. 13 LBS, PER L !NEAR F007 ( ) - RECORD DATA w ~, a --NI~SE- SiY-SE ~' ' NE COR. SE-SW t,~ l ~ n : C ~ ~ r :ZO N~ ~ : r N:n ~ ~y ' ` ~ •°D ~ m ~ ~ ~ ;D w :~ :z o ~ ~° ~ I N J ~APPROX 3' EAST OF PROD. OF F/L NORTH SOUTH QUARTER CORNER SECTION 4 -FOUND AL UM/ NUM CAP MONUA~ENT ~s/"\ti 'BEAR/NGS.REFERENCEO TO THE SOUTH L I NE OF THE SW I i4, SECT 1 ON 4. IvEASURED AS N86° 48' Os" W. (ST. .' .CRO l X CO. COORD. SYSTEM) 1' X300' ~0 150 3.00 600 S' SHEET I OF 2 ~A'~S ~ WEBER s-teo4 NELSEN-WEBER LAND SIIRVFViur. ~ ~ 3•t80~ ~.~ WLLEY, Q FtL~~ ~1AY 2 A 2000 - 3 . ~~~~ ,, s~a°~c°" ~ 62.6598 CERTIFIED SURVEY MAP L OCATED 1 N THE SE 1 /4 OF THE SW 1 /4 OF SECTION 4, T. 28N. , R. 16W. , TOWN OF EAU GALLE, ST. CROIX COUNTY. WISCONSIN NORTH QUARTER CORNER PREPARED FOR: sECr10N 4 -FOUND TIM STAVE 2" IRON PIPE UNPLATTED LANDS w~$ ' I ~ .............................. ~ ° I60~ ~ NORTH L 1NE OF THE SE-SW SIG! ........... SE-SW '... 5S S8S c'~~' °52' 45"E 1310. 54' ~ 36. 63' 33 33,E ~ 1273.91' ~ ~ :n j :'C :y :n :• •~:3 ~rn:• ~~ .~:~ z :U ~O •r- y :W ~' p e ' `° N ~a I ~ro y ~~~ ~ Z m .......... .........I O y .~ C .~ ~r rn -~ :n m W :1 °D ~ m ~ :~ ~~ r - n :z I v v i sw CoR. SE-SW S86°48'05"E -rlr---.-_- r -~ 306. 9s' ,C., S., M.,, VOL .. „9 ~ PG.., 2.439, A y y mg c n 'cr HIGHWAY SEBACK ' ~'! ~ L I NE ~„ !a m~ S83°38' 14" f 533. 1T' 100' 49T.3p' - 3S. 8T LOT 2 :4. 12 ACRES ~' r 7s, 576 sQ. FT. :° i 3.83 AC. EXC. R/W 167, 020 S0. FT. 11€%911:7'1' '-- <$ W' n~ ~ ~, a ty N 3~ ~ RES #~' u ~ 168, 140 50. FT. 3.61 AC. fXC. R/ 157, 334. S,A. FT. ' ° 6.81' -33:s7L0T 4 `" m '3. 85 ACRES :° ~ ~ 167, 575 S0. FT, ~' N A E c'0ii V A APPROX. 6' MES OF NiS F/L L 07 1 27.78 ACRES 1, 210, 015 S0. FT. 28.91 AC. EXC. R/W I , 172, 344 S0. FT. __NW-SE__ SW-SE HE COR. SE-SW O o 'n W y ' 2 ~ r ~~ :r m ro :n :y ~ ~ ~ :m ~ :d i o m :r W m '2 N t O ~ ~~ N J '~' 3.23 AC. EXC. R/W`~ w,,,,,.,H10HWAY SETBACK LINE w APPROX. 3' EAST 140, 681 S0. FT. N86' 48' 05"W ' "' OF PROJ. OF FiL 497. 82' R_ 1273. 96' ~ ~o ~ ~ NORTH T76.14' "~ ~ ~ ~ _rn ~~:~;c~; N86°48' 05"W ~ 1306.98' ~ I~• ~ SOUTH LINE OF THE SE-SW '• '~+~ 2613.97' SOUTH QUARTER CORNER '~;~'• ' SECTION 4 -FOUND i~ ~ UNPLATTED LANDS ALUMINUM CAP MONUMENT ~" _~ = I ~ ~ ~ 3 LEGEND {a ~I v t o O SET 1'X24' IRON RIPE WEIGHING 1. 13 LBS. PER LINEAR F00T ~? o ~ ORD DAT ) ( - REC ~PPRO~ED ~ y Plratxdng ZOnind ern! PsA<f Cnmmlttee / NAY 2 4 2000 ~! BEARINGS REFERENCED TO THE SOUTH LINE OF THE SW I/4, SECTION 4. If~ra~ry~rdWwiY1in30daycof MEASURED AS N86°48' 05"W. (ST. ~~~ CROIX CO. COORD. SYSTEM) '~~"5b 1" •300' 0 150 300 60o SHEET f OF 2 893138 THIS INSTRUI~N7 DRAFTED BY JIA} WEBER JAMES M. WEBER suw ~0 Mt1EY, ^Q JAAES M. WEBER S-1804 NELSEN-WEBER LA~YD SURYEYING DATEOAPSLv~z. '~-°~'J \~a • 5-~~--a~ Vo1.14 Page 3855 Parcel #: 008-1011-60-2~0 11/15/2004 10:52 AM PAGE 1 OF 1 Alt. Parcel #: 4.28.16.60A-20 008 - TOWN OF EAU GALLE Current OX ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type # of Units 00 0 Tax Address: Owner(s): ' =Current Owner * CAMPBELL, CRAIG D & LISA M CRAIG D & LISA M CAMPBELL 509 233RD ST BALDW I N W 154002 Districts: SC =School SP =Special Property Address(es): ' =Primary Type Dist # Description ` 509 233RD ST SC 0231 BALDWIN-WOODVILLE AREA SP 1700 W ITC Legal Description: Acres: 3.860 Plat: 1046-CSM 14/3855 SEC 4 T28N R16W PT SE SW BEING CSM Block/Condo Bldg: LOT 3 14/3855 LOT 3 3.860AC Tract(s): (Sec-Twn-Rng 401/4 1601/4) 04-28N-16W SE SW Notes: Parcel History: Date Doc # Vol/Page Type 08/04/2000 627657 1532/29 W D 2004 SUMMARY Bill #: Fair Market Value: sassed with: 136,900 ~` Valuations: L t Changed: 07/15/2004 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 3.860 26,200 84,900 111,100 NO Totals for 2004: General Property 3.860 26,200 84,900 111,100 Woodland 0.000 0 0 Totals for 2003: General Property 3.860 26,200 82,800 109,000 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch #: Specials: User Special Code 010-GARBAGE Category SPECIAL ASSESSMENT Amount 138.00 Special Assessments Special Charges Delinquent Charges Total 138.00 0.00 0.00 ~~ ;~ ti1~ ~~2~ 3 ~ `a°a`c° ~- ~ 62.3598 NORTH QUARTER CORNER SECTION 4 -FOUND 2" 1 RON PIPE UNPLATTED LANDS_ w NORTH L I NE OF ,THE SE-SW v I w CERT 1 F 1 ED SURVEY MAP L OCATED !N THE SE 1 i4 OF THE SW 1 i4 OF SECTION 4, T. 28N. , R. I sW. , TOWN OF EAU GALLE, ST. CROIX COUNTY, WISCONSIN PREPARED FOR: T 1 M STAVE ~80 ~ ............. NW..G~?r.. , 66' SE-SW :n ~ y l' ; m :3 : I ~_ ~ z .. ao ' O I ~~ o ~~ I ~ ~ ~ ~A ~ ^ ~ m .......... .......... m . .~ :~ ~ ~~ m ~r :n :~ m w _ :~ ~ ~ ~ ~ ~ (~ I .n :Z I y SW COR. SE-SW S86°48'05"E ~ --1~--- - - _. _, 1306, 99' VOL. 9t PG. 2439 ~ yy m 31= ;2~ n as -f n f n ~g~ cow 2 1 O -SET I "X24" 1 RON P 1 PE W'E 1 GH 1 NG 1. 13 LBS. PER LINEAR FOOT RECORD DAT,pPPROVED SAT. CROIX COUNTY Planning Zoning and Parka Committee MAY 2 4 2000 BEARINGS REFERENCED TO THE SOUTH L 1 NE OF THE SW 1 i4, SECTION 4. I(not rocwded •wtl~in 30 days of MEASURED AS N86°48' 05" W. (ST. aAP~~aOP~~b~ CROIX CO. COORD. SYSTEM) ryuNantlvr~ld 1" °300' 0 150 30o soo SHEET 1 OF 2 993138 THiS INSTRUMENT DRAFTED BY JIM WEBER S86°5p' 45°E `i- 36. 63' 33' g ~~ c + H 1 GHWAY SEBACK l_ ~" L INf ~ ! w °i1 . o- ' m i S83°38' /4"E 100' : 833. / T' 3S 87. 497, 3p, S~ 7 .1 c for 2 ~ ~ ~ 4. 12 ACRES w 79, 576 S0. FT. :° `~~ 3.83 AC. EXC. RiW ~ 167, 020 S0. FT. w g S87.62' 00" E 530.54' 495.82' 34.'72' ~~~ w ' T 3 ~ I ~ : ++ ;' ro ' . 86 ACRES g ~ ca ~ 168, 140 S0. FT. g w ~ 3.61 AC. EXC. RiW +~ ~= ~ ~ 157, 334 SO. FT. 's° y S8T•26' 64'E 630, 68' 33: 87' 496. 8 I ' 6`cw L OT at4 N. "a° /3. 85 ACRES ~O ~ ~~ 187 STS SO FT~ ~' metro 1310" 54' ~~ 1273.91' _ _ NN'~SE _ ~jl~ OX E' 5 v WEST ~ SII~SE NE COR. APPR . ~ pig Fn, SE-SW ° o LOT J w y 2 27. T8 ACRES '+ f, 210, 0!6 S0. FT. 'p ~ '' ; r ' P8.9 / AC. EXC. RiW ; a ~ : n ^ 1, 172, 344 S0. FT. ~ ~ ~ ~ : -1 ~ ~ ~ ~~ ~ _ ~ ~~ ~ ~ ~ fr _ W '~^ ~ 2 ~ :y O IV °,," 3.23 AC. EXC. R s° w , , , , H 1 GHWAY SETBACK LINE w ........................ _ 140, 881 S0. FT - ~ N88°48' OS`W 12T3.98'~ ~ ~ ~ o 497.82' _._. _ TTB. 14' g w I ~:~;n N86°48' 05"W - - ~ G~ ; OO : y ~ C N89°38' 26'W) / 306. 98' ~ ~• : • ~ • ~ SOUTH LINE OF THE SE-SW t . CA C1~ ~ 3 i 2613. 9T' :cn ~ i UNPLATTED LANDS • i ............................... LEGEND w "-°'- APPROX. 3' EAST OF PROD. Of F/L NORTH SOUTH QUARTER CORNER SECTION 4 -FOUND ALUMINUM CAP MONUMENT DAMES M. s~eo4 ~RWKi 1111LLEY, ..Q: JAMES III: WEBER S-1804 . NEL SEN-IBER Lq`VD SUR JVEY I NG DA TED ~ `~ z. °=- \~ . 5-~9--a~ 1 N ao r Vol . ~ 4 Page 3855 DESCRIPTION A parcel of land located in the Southeast'/, of the Southwest'/. of Section 4, Township 28 North, Range, l6 West, Town of Eau Galle, St. Croix County, Wisconsin, more fully described as follows: Beginning at the South Quarter Corner of said Section 4; thence, North 86°48'05" West, along the south line of said southwest 1/,,1306.98 feet to the southwest corner of said Southeast'%4 of the Southwest 1/s; thence, North 00°24' 14" East, along the west line of said Southeast 1/. of the Southwest 1/a, 1318.91 feet to the northwest corner of said Southeast 1/ of the Southwest 1/.; thence, South 86°52'45" East, along the north line of said Southeast 1/. of the Southwest 1/s, 1310.54 feet to the northeast corner of said Southeast 1/a of the Southwest 1/4; thence, South 00°33'42" West, along the east line of said Southeast 1/. of the Southwest 1/, 1320.52 feet to the point of beginning. Contains 39.61 acres or 1,725,306 square feet. Subject to right of way for 233'" Street and 50'h Avenue 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 Tim Stave, I have surveyed, divided, and mapped the above described parcel of land and that this is a correct representation thereof. Dated this Zl s ~ day of ptip~~~ , 2000. -„~.._ _ ... _ _ . ~~-- .b4lltE$11~ James M. Weber 5-1804 ~ ~ DER NELSEN-WEBER LAND SURVEYING, INC. ~ ~~~~~ ~ ~ ~~ ~ ~~. NOTE: The parcels shown on this map are subject to State, County, and Town laws, rules Before l tc ) t i , e o parce . . ze, access and regulations (i.e. wetlands, minimum lot s purchasing or developing any'parcel, contact the St. Croix County Zoning Office and the appropriate Town Board for advice. ~ ~_ i.. ~ 99313B This instrument drafted by Jim Weber SHEET 2 OF 2 Vo1.14 Page 3855