Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
018-1020-60-200
' nv~0'; 3~n d t f ~ c m o c to .. ~ ~o ~ ' ~ r. "~' ~ ~ ~' 'o ~ n c • .-. :" ~+ ~ I ~ v, m o N O ° m o ' v o ° ~ • y ~ ~ ~ > ~ C A > ~' N A ~ ~ ~ N ~ FBI ~ ~ W O 4 N W G N O U1 ~ O ~ O V N O A I O O ~ N N ~. N N ~ ~ S = G O l l < O O ro~ C ~ n ~~ O W N A7 O Oo ? ~ I d O ~ ! ~I ~ N ~ p O ~ ~1 (~ ~ ~ a I p C p ~+ ~ ~ ~ D m d a m w ~ W m ~ IN ~' °~ I I O C ~ a O O .+ ~ O N O O O 7 I I O O L ~ .Z1 ~ O O `~ ~(~~ ~ ~ ~ C N N ~ O O N ti O C Q~ N • ° m ~ M Q 3 - ~ ~+ n. m °Y ~ o 000 ! ~ i ° N ~y ~ I -• ~ ~ ~ ` ~ vi to cn ~ o D `~ ~1 I ° v ~ ~ v v a co o ° rn ~ I ~ v' I a of co M ~ -~ I ~ ' o : D A I ~ O o O I ,-. ~ ~ ~ i a tv N • i I ~ ~ I ' ~'+ G I w I Z ~ j ~ -i t/1 'p ? n I N ~~"• I ~ i ~ ~ ~ •• I ~ ~ ~ o W ~ I o,~ c 3 ~z A I c s ' ~ ~ I 3 ~ 2! y Z ~ I ~ ~ O a I I y a a co : 3 0 ~ I ~ o va I ~ , 0 I F I I °-' I ~ I I A ~ N N N I o I A I o :+~ I CD I o O ~ ~ ° ~ ~'' I . Parcel #: 018-1020-60-200 05/22/2006 04:53 PM PAGE 1 OF 1 Alt. Parcel #: 10.29.17.1556 018 -TOWN OF HAMMOND Current ~I ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): O =Current Owner, C =Current Co-Owner O -TOWN OF HAMMOND, T OWN HALL TOWN HALL TOWN OF HAMMOND Districts: SC =School SP =Special Property Address(es): * =Primary Type Dist # Description * 1812 CTY RD E SC 2422 ST CROIX CENTRAL SP 1700 WITC Legal Description: Acres: 19.930 Plat: 4071-CSM 15/4071 018/01 SEC 10 T29N R17W PT SW SW BEING CSM 15/4071 LOT 2 19 930AC Block/Condo Bldg: LOT 2 . Tract(s): (Sec-Twn-Rng 401/4 1601/4) 10-29N-17W SW SW Notes: Parcel History: Date Doc # Vol/Page Type 02/04/2002 670191 1829/333 EZ-U 492/092 2006 SUMMARY Bill #: Fair Market Value: Assessed with: 0 Valuations: Last Changed: 07/13/2004 Description Class Acres Land Improve Total State Reason OTHER X4 19.930 0 0 0 NO Totals for 2006: General Property 0.000 0 0 0 Woodland 0.000 0 0 Totals for 2005: General Property 0.000 0 0 0 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch #: Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 wiscorsin Department of Commerce PRIVATE SEWAGE SYSTEM Saf~and i31t+lrt~ng Division i ~ INSPECTION REPORT GENSRA~. INFORMATION (ATTACH TO PERMIT) Percnnal inf"rmation you provide may be used for Secondary purposes (Privacy Law, s.15.04 (1)(m)}. 'ermit Holder's Name: City Village X Township Town of Hammond Hammond Townshi :ST BM Elev: Insp. BM Elev: ~ BM Description: rANK INFORMATION TYPE MANUFACTURER CAPACITY Septic 1 (Z vL~ ~~ Dosing Aeration Holding ToNK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Septic ~ ~ i ~ 2~c ,,.----- Dosing ~~ f1 ~ , ~ +~' Aeration Holding DI IMD/CIPHAN INFORMATION ~~ ~/ Manufacturer /' c, (~ (.7'Le•~-d~ Demand GPM Model Num er ~~~K TDH Lift ~ Std Friction Loss 10'~ System2H~d $ TD~2 _ r~Ft `~ orcemain Length t t 2 Dia~~~ c Dist. to weu tt_tvw 1 wrv u~-1 ~- STATION BS HI FS ELEV. Benchmark (0~~2 ' o~ GG ~~ _f 1 Alt. BM Bldg. Sewer (~ C ~ `' St/Ht Inlet .9 ~ [ . ~ ~ St/Ht Outlet Dt Inlet Dt Bottom ,-~ ~ ~ ~8.OZr Header/Man. . 3 $ O [ • ,f~ I Dist. Pipe r ~~r~ ~I Bot. System S , o i ~ , g.) ~ Fin Grade ~.-, w ~ ll be. ~- 12 ~ - ae St over ~~~ ~~ SOIL ABSORPTION SYSTEM BED/TRENCH Width ~ Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS (,{ ~ ~ y I ) SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING CHAMBER OR Ma e a r: INFORMATION t Of S T ( UNIT em: ys ype ~ D > Z i > [Sa ~ ~_~ odel Number. ~ e~ . 1"\I@T~I~IITInAI CVCTGIIA Header/Manifold . Distribution _ t j i x Hole Size t / x Hole Spacing ent to Airo Airh ~~ Pipe(s) , r ~ l (~z .,--.. ` ~J ~' / Z C~- 6a Length i t Dia Spacing Length f~ gnu /+l~VCD __ ..____.___ n.._._.Y_ r._t.. .,.. \~.......~ n.• A+-Gr~rlu Cvctumc (]nIV 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:~_/ 5n / o f Location: 1812County pad E Hammond, WI 54015 (SW 114 SW 11410 T29N R17W) NA Lot 2 ~! ' n 1j c(d\ 1.}Alt BM Description ~•~- 0 •T• ~^~"~-~''~ •) ~ ~`"~~ 2.) Bldg sewer length = Z(p ~' ~ ~`~ - amount of cover = t ~ ~~~ ~c ~ ,~ ` ~ sg', $'Z.1, Inspection #2: ,Parcel No: 10.29.17.1550 -Z, a `-F g `I 3.) Contour - q~ ~ c f Z ~ Plan revision Required? ~~ Yes No ~ ~ ~ o ~ I ~ ~ ~( S~, Use other side for additional information. Date Insepctor's Signature Cert. No. SBD-6710 (R.3/97) c°un~~ St. Croix Sanitary Permit No: 399451 S ate Plan !D No: arcel Tax No: 018-1020-60-200 _ ~ ..C.~.~ ~......_ _..~-. 'x""".. """'" 5efery u-d 1lwldin~Y L aie Cry ~ ; ?A: W'. 'Ws~tOlt Avg. , p.p~ 3ox 7i~ ~C' d ~..~ 5 ~1MIM rrNl-~1~•'~iW ~Ir• QIIh ~~ Y~ ~Q "~ ~ tY ~ioe ' (v~Co3~~-. . ~ x a ~ zaa~ :_ ~ ~o.~ . c . rssatt ~JI r T``~ ~ 1 ° --""" ~"~"iia~ia (~o ~ • 1 S ~"" . ~~~ ~- A ~ ~ Cli ri~M4-x'~M•/1MIYtM I ~ ~~ ~ r w ~ ~ ~' s p ~.t ~ G -~ ~w t- ~a~ ~ ~. Q c~Mtriirar *rr+r ~ 8~..~ z ao~ o ~ • ~~ _,_ N "~ ~.+ ~IIINII~ ~#IOIIM W ~ 41 Q ~ 3} Q De~+L~ ~ ,. ~K JagrtlH,Ps.~ 0~ ~ ~wdsn ~MiMiM ~~ ld~~ yap : ~ ~~ ~ ~ - f /~ ~ ~,~~ f ~ ~ giifwl 4!'IIIY~t t ~a ~~. ~' Y i ,J.'il.~'.~ ~z Sc~:~~o'ey ~~ ~~ ~~ t I 1. Effluent filter to be installed and maintained per manufacturer's recommendations. 2. Well setbacks to be maintained per NR 811 & 812. 3. All setbacls to system and.residential structure must meet applicable code re uirements. r'~ ~ /. ~. ;. rsconsin Department of Commerce '~ _ _ ~ R~~irl'v~~ ~~~ Q ! Safety and Buildings 4003 N KINNEY COULEE RD LA CROSSE WI 54601-1831 TDD #: (608) 264-8777 www.commer~.state.wi.us/sb www.wisconsin.gov Scott McCallum, Governor Philip Edw. Albert, Acting Secretary October 02, 2001 CUST ID No.691727 ARTHUR L WEGERER WEGERER SOIL TESTING & DESIGN SERVICE PO BOX 74 RIVER FALLS WI 54022 t~`~"~ T~ is ATIN.• POWTS Inspector ZONING OFFICE ST CROIX EOUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 10/02/2003 Identification Numbers Transaction ID No. 676372 SITE: Site ID No. 535085 Town of Hammond - 1848 Hwy E Please refer to both identification numbers, St. Croix County, Town of Hammond above, in all corres ondence with the a enc . SW1/4, SWl/4, S10, T29N, R17W FOR: Description: Commercial/Public Mound System - 403 gallons per day Object Type: POWT System Regulated Object [D No.: 812772 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. The following conditions shall be met during construction or installation and prior to occupancy or use: General Approval Requirements: • 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). • 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. • This approval does not include plans for the general plumbing systems or sewer piping leading to the septic holding tank that may be required for this project. See section Comm 82.20, Wis. Adm. Code, to determine if plan submittal and approval is required. Owner Responsibilities: • 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. • The owner must insure that the operation, maintenance and monitoring duties as described in section VIII of the mound component manual are complied with. A copy of the instructions and information regarding proper use and maintenance of the system must be given to the owner and each subsequent owner upon completion of the project. ARTHUR L WEGERER Page 2 10/2/01 ' 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 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. A copy of the approved plans, specifications ~,nd 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 slats 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, Gerard M. Swim POWTS Plan Reviewer -Integrated Services 608-789-7892 Mon -Fri 7:15 AM to 4:30 PM jswim@commerce.state.wi.us FEE REQUIRED $ 175.00 FEE RECEIVED $ 175.00 BALANCE DUE $ 0.00 WiSMART code: 7633 cc: Kenneth Peterson . ~ __ ~sconsin . - Department of Commerce Safety and Buildings 4003 N KINNEY COULEE RD LA CROSSE WI 54601-1831 TDD #: (608) 264-8777 www. com menu. state.wi, ustsb www.wisconsin.gov Scott McCallum, Governor Philip Edw. Albert, Acting Secretary October 02, 2001 CUST ID No.691727 ARTHUR L WEGERER WEGERER SOIL TESTING & DESIGN SERVICE PO BOX 74 RIVER FALLS WI 54022 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 10/02/2003 A7TN.• POW7S Inspector ZONING OFFICE ST CROIX EOUNTY SPI. 1101 CARMICHAEL RD HUDSON WI 54016 SITE: Town of Hammond - 1848 Hwy E St. Croix County, Town of Hammond SW1/4, SW1/4, S10, T29N, R17W FOR: Description: Commercial/Public Mound System - 403 gallons per day Object Type: POWT System Regulated Object ID No.: 812772 \1~I11` ~,gi ~~~~ ~.~ ~ r ~ G~ Identification Nutr~bei~.~-~'" Transaction ID No. 676372 Site [D No. 635085 Please refer to both identification numbers, above, in all correspondence with the agency The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. The following conditions shall be met during construction or installation and prior to occupancy or use: General Approval Requirements: • 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.O1lO1) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems VERSION 2.0" SBD-10706-P (N.O1/O1). • 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. • This approval does not include. plans for the general plumbing systems or sewer piping leading to the septic/hotding tank that may be required for this project. See section Comm 82.20, Wis. Adm. Code, to determine if plan submittal and approval is required. Owner Responsibilities: • 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. • The owner must insure that the operation, maintenance and monitoring duties as described in section VIII of the mound component manual are complied with. A copy of the instructions and information regarding proper use and maintenance of the system must be given to the owner and each subsequent owner upon completion of the project. ARTHUR L WEGERER Page 2 I0/?JO l • 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 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. A copy of the approved plans, specifications ltd 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 IOi.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, Gerard M. Swim POWTS Plan Reviewer -Integrated Services 608-789-7892 Mon -Fri 7: l S AM to 4:30 PM jswim@commerce.state. wi. us FEE REQUIRED $ 175.00 FEE RECEIVED $ 175.00 BALANCE DUE $ 0.00 WiSMART code: 7633 cc: Kenneth Peterson , ,' ~ TITLE SHEET Page 1 of 8 ' FOUND SYSTEM ' ~ ~ FOR ~}_ --row ~ _ ~ B L~ ~ : . -- This plan has been prepared in accordance with the Mound Component t4anual SBD-10'691-P and the Pressure Distribution Manual SBD-10706-P (N.O1/O1) (N.O1/O1) LOCATED IN THE SW 1 /4 OF THE S W 1 /4 OF SECTION l~ , T Z`3-N, R 17 ld, TOWi1 OF ~-A~y~}vlp~ SZ'`, ~-P_.C)LX COUNTY, WISCONSIN. INDEX PAGE 1 of 8 TITLE SHEET PAGE 2 of 8 SYSTEI/I P~IANAGEi~Iui1T PLAN PAGE 3 of 8 PROJECT DATA PAGE 4 of 8 PLOT PLAN PAGE 5 of 8 PLAN VIELd CROSS SECTION PAGE 6 of 8 _ DISTRIBUTION PIPE LAYOUT PAGE 7 of 8 PUMPING CHAMBER CROSS SECTION PAGE 8 of 8 PUMP PERFORMANCE CURVE PREPARED FOR p•p•W.T.S' ~'onditionuc~lY __ PROVED c!}w1= __ __ 7 ~aL S ~ -~UF`1~`-~ 5' H ~DEPAR7MEW ~~ ~flp M~~NG~ __ _- Qr°c~1~WLt~ - --.Diws~a~roF i I~l ( S ~{ O O Z SEE CORRES~' . ~~~' PREPARED BY f~1EGEt~ER SOIL . TEST S NG AND . . . DDS = Gfit S~RV S CE P.0. Box 74 421 P1.iiain St. River Falls, WI 54022 Phone 715-425-0165 Fax 715-425-6864 RECEIVED SEP 14 2001 SAFETY & BLDGS DIV. ~M 'NIR~ ~s ,: ~~` ' war . ,~a s•~ :,~ a 4 R?h>:1~ L Nl~':;;~rl~ii - !':F.6~55 A `~~ i.} ,...,..,.,,. ;~ J G)_ 1Z-0~ JOB NO . 01- Z31o Mound System Management Plan page Z of ~ ~' Pursuant to Comm 83.54, Wis. Adm. Code - Seoti~c Tank The optic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, State. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of.the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enc,osure. If the fitter 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 shall 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 erasion 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. Influent 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 far 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 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 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 (f. -6,99}] arid local or state rules pertaining to system maintenance and maintenance reporting. sap =1.0 bql_ P [;'luo I /p l~ 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. Continaencv 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 faits 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 about the operation or maintenance of this system should be directed to: The County Zoning Office at `1 ls- 3~~1 ~ ~68~ ST'. L° (~.t11X The system installer ~- The tank manufacturer at $(~~.- 3ZS- ~ Sjo wL The effluent filter manufacturer at ~~~- Z,Z~ ~ 5~1.~Z ZP~$~ The pump manufacturer at ~ - - ~3tJ, ~~- 4~ l~$ GpUl,,ps . r PROJECT DATA Page 3 of ~ This system will serve a Town Hall building with 4 floor drains, 1 employee and 1200 square feet of assembly hall area. ANTICIPATED WASTEWATER 4 floor drains at 25X1.5'- ---------------------- 150 gpd 1 employee at 13X1.5 ------------------------- 19.5 gpd 1200 sq.ft - 10 = 120X1.3X1.5 = ---------------- 234 gpd Total = 403.5 gpd SEPTIC TANK 403.5 + (11.61X5.38X3) + (46.77X5.3.8) 403.5 + 187.38 + 251.62 = 842.5 gal minimum capacity req'd. A Wieser Concrete 1280/800 precast concrete combination tank will be installed. 6 , c~,~A ~~\ L e '~ Page ~ of 8 ~o' o~ ~'' W C ,~ PLOT PLAN ~g Scale 1"= ~~p' __.__ ___ '~ ~ `moo ~o~' c~ -~ a rt-~t' o R.. -~'' ~ ~~5~~ ins ~ :, ~ ~ , ~~, ~ ~, ~ x~o~w1 oF- C~stl. La-(r ~7. ll>O - ~Y ~ ,~ ;~` . ,.• s.~ / l' .~o 1` to ,~~ ~ f f j~l/ / ~f~ f3.~ i ~I: 1 ' t' ~;' ~, -~ ~~ qg ZS ~ ~. -~.1 e a•s $w! tE-~- 9s • u Z ~ ~ 0 y N 2 3~pE•- _^. _L L.. IUO.O~Q~t 1.~ WCtIGI~F~ 3/yyDlR. t7uC 1~1C?l:_ LJ~L_~Y.~FI-- wt .{{_ ~y p _ t _._. __.____._ _ s~ c3 ~`ttt-D W~t~l. LSJ~'D~ '1 ~0 1 ~ T~ - -1 • Page ~ OT g Approved Synthetic Covering ASTi~i C33 ~Distrii;utian Fipe Medium Sand Topsoil-~- " - _~,.r :.~ jc F Elev. 100 ,~~{ i i . % Slope - Distribution Cell of ~ Force Main Flowed ' ~ Z" to 2 z" Aggregate From Pump Layer p 1.3`f Fc. E 1. so Ft. CROSS SECTION OF A MOUND SYSTE;`i F o- a Ft. - ~ ~ G o-SFt. A y ~ Ft. - H l-4 Ft. Z B to l Ft. Linear Loading Rate= ~.O GPD/LN FT ~ Desicn Loading Rate=p- ZC-PD/SQ FT ~ j ~~ Ft, J ~3 Ft. ~ K 10 Ft. -- ~ l L 1-1-1 Ft. W. Zrd Ft. ~I a x'S ~ cl~tv2 s ~~,Y = s -~-- - o ------ ---~ o ~_ O ~ ~'VC L1~T ~t ,?' ,r _ ~ ~I,kS _~RG.G.2C 6 RT'~. --. _ __ _ _ -- --- --_ W 1 ' ' ~ PLAi~ VIE?~ OF A MOUND SYSTE:4 Distribution Pipe Layout pace 6 of 8 Place the holes at the bottom of the distribution pipes at equal spacing. Remove all burrs from the pipe and 'holes. Extend the end of each late~.I up with the use of Iong turn or 4~ ° fitting to a point within six ~~ inches of the fnaI made. Te.-urinate the ends of the late~aIs with a valye,;thre,:d~ c,,D or . threaded plug. Provide ac;,ess from final made for the valve; threaded can or threaded plug. " -•~cC- s T `-t P_ 1 Ct~ L C,Zi~S S S ~`i10 iy FV C Laterl~ huC'T'~~-"C ,-~ erl x e ~' ~- fct~i V ~Ew ~'---- P ``~ . O- - f x P f s~c~s ~oX -~ F y~• ~ Ft. Note Diameter 311b Inch ... Lateral ~ l ~~z InchEes) X Z~I. ~ finches ~ _ --- --- Force Main " Z Inches ~ of holes/pipe z S - Invert Elevation of.Laterals~~~~'`f Ft. Zsxo. 66 = 1b_S ~c. Z=.. 3 3.p GPr~ • - 1 _.-.~_ _._. ~.~_.... . ~, _ ~ - Combination Sept,~c~.Tank and . PUMP CHAMBER CROSS SECTIOtJ ANO SPECiFICAT10~15 ' PAGE ~ OF g uagp~ta~J PIPE. w~}~ttZ~l6ltT- ZfrP ' Ft N tSt}© ' G tz~p ~ i IIiJ L E T Approved joint t~/ PVC pipe .._ •VEUT Ct,P ~' WEATHER piCOOF ' ~uucTlou eox . ti C.Z. VEAIT PIPC ~ APPROVED LOCKIIJG ~ 10 ~ FROM OOOR, ~MA3JHOLE COVER wt~ :i1AJ00w C)R FRCSH ~ wAR•IJl-JG LP.gt:L.. ~, _ -- - ~~, _ ___ --~ PROVIDE I -- -- "• ~ AIRTIGHT SEAL I i I I ~ •~, ' ,1 \~/~ ~ ~~lC I z~~ u~~ _.e I I~f APProved l~'-1.800 I ICI .joint w/ .I II ALARM PVC pipe ° I t ~ I ou c •i I . qo .e3 I CLEY. FT. __~ PUF1P ~ pFF D COtJCRETE ~-1..ESV . ~ n , a 0 t l . ' BLOCK A~tuTAKE --i .. ~ . _ 6'~,~w • ~: ~U q,q f i COtJDt.71T i ~ ~-- ~r' xtu. ~ 18• /'tw. RISER EXIT PERPti1fED Ot.JLy {F TAlSK /'1A1rUFACTURs.R HAS SUCH APPROVAL 3"tkAPRerFC . ~BEDO t rv4 SEPTIC F ~ SPECIFiCATIOt~1S 0 o s is ~ ~ ~ ~Z CO>`l e- TAAtKS MA~.IUFACTURCR: ~-~~~ AIUMESER OF DOSES: 5. O pE,R ~~ TAIJK SIZ'<: ~Z~O I~00 GALt_o-.t5 DOSE VOLUME r ALAR1~1 MAUUFACTURCR; _ S ,S • ~-~C`C1Z4 S~tS~g Irv~r_~olu~ 6ACKtLOW: _ X23' 6 GA~tON: MODEL 1~luM8ER: ~'~ l ~~W CAPACITIES: A= ~•O IuCHCS OR Ll ~~-~ ~~U~ GALL 0 t~ s 3W1TGH TyPC: - ~ 8 = _ ~- tiJCHES°OR L~ 1' Z G{-1L0U5 PUMP /"lA1JUFACTURCR: 60U`-~S C: ~ IUCHES OR lZ'3'6GALL01~15 MODEL ]`IUMHER: 3 8~ I' ~oS D= ~~IIICHES OR Z06'~ GALLOAlS SWITCH TYPE: ~ ~C-°U~/' fJOTE: PU11P AUD ALAM A~RErTO o~E~`a MI>u1MUM DISCHARGE RATE 33 D Gpn INSTALLED OAJ SEPARATC CIRCUITS VERTICtiL DIFFEREIJCF DETWCEU PUMP Off A1,1D..DISTRI8UTI0-J PIPE.. l~' ~'~ FEET -!- I'4+'M -.IETWORK SUPPLY PRESSURE , , , . , 3'~'S FE.ET ~.Sxl•3~ ~- 26~ FEET OF FORCE MAlN X ~'3 ZF~ofiFRiCTto1J FACTOR..6 -~~ FEET TOTAL OyWAMIC HE:AO = 1Q-3~. FEET As per Manufacturer Zl~. b0 gal/in. Liquid depth 38 y :~ ~E ~ o r~ Uoulds r~ 3871 EP05 APPLICATIONS Specifically designed for the following uses: • Effluent systems • Homes - •Farms • Heavy duty sump Water transfer • Dewatering SPECIFICATIONS Pump: EP04 •.Solitls handling capability: 3/a"maximum. ~- ~ Capacities: up to 55 GPM. ___ ~. otal heads: up to 24 feet. ~~ Discharge size: l'/z°NPT. -~ • Mechanical seal carbon- rota ry/c a ra m i c-stat i o n a ry, BUNA-N elastomers. • Temperature: 104°F (40°C) continuous 140°F (60°C) intermittent. • Fasteners: 300 series stainless steel. • Capable of running dry without damage to components. Motor: • EP04 Single phase: 0.4 HP, 115 or 230 V, 60 Hz,1550 RPM, built in overload with automatic reset. • EP05 Single phase: 0.5 HP, 115 V, 60 Hz, 1550 RPM, built in overload with automatic reset. • Power cord: l 0 foot standard length,16/3 SJTO with three prong grounding plug. Optional 20 foot length,16/3 SJTW with three prong grounding plug (standard on EP05). • Fully submerged in high grade turbine oil for lubrication and efficient heat transfer. Available for automatic and manual operation. Automatic models include Mechanical Float Switch assembled and preset at the factory. FEATURES ^ EP04 Impeller: Thermo- plastic Semi-open design with pump out vanes for mechanical seal protection. ^ EP05 Impeller: Thermo- plastic enclosed design for improved performance. ^ Casing and Base: Rugged thermoplastic design provides superior strength and corrosion resistance. ^ Motor Housing: Cast iron for efficient heat transfer, strength, and durability. ^ Motor Cover: Thermoplas- ticcover with integral handle and float switch attachment points. ^ Power Cable: Severe duty rated oil and water resistant. ^ Bearings: Upper and lower heavy duty ball bearing construction. AGENCY LISTING SP• Canadian Standards Association (CSA listed model numbers end m "F" or "AC".) • Fasteners: 300 series METERS FEET StaInIBSS Steel 10 I i i - ' I • Capable of running j y . '~° dry without damage to 9 3p i components. ~ ~ ~ I --- ~ ~-5GPM. Pum .EP05 '~ ~ 25 ~ • Solids handling capability2v c ~ 3/d' maximum. I Capacities: up to 60 GP -` - s ~ 20 i t ~ I o • Total heads: up to 31 fe ~" ~ i , i , f • Dischar e size: l'/z' NPT g . Z 5 i • Mechanical seal: carbon- c 15 I ! ~ ~ rotary/ceramic-stationary, 4 ! ~ ' i BUNA-N elastomers. 0 ~ ~ ~ ~ ~3 ~ ~ ~ Epos? • Temperature: 3 10 104°F (40°C) continuous ~ ° ° I I i ~° 140 F (60 C) intermittent. 2 ~ 5 i - 1 i j L ~ ~ ~"" ~„¢.-^- : _' 0 .~ 00 1 ~ 0 2 '. 0 3 0 40 50 GPM 0 2 4 6 8 CAPACITY 10 12 m~/h ©1995 Goulds Pumps, Inc. Effective May, 1995 83871 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page ~ of 3 ,Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Attach r~omplete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must County S.r • L°--~~k `include, but not limited to: vertical and horizontal reference point (BM}, direction and percent slope, sple or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. ~~~ 1 ti.J ~ Please prinf alt information. Reviewed by Date Personal information you provide may be us ary purpo , s. 15.04 {1) (m)). • ProJJperty Owner ~ ~~ Sp~..Ls..~_ Y ~~T or LE'At'1H-tOtvy~ Property Location ~•!0 ~"~~ ~-1~~CLSaN L°•.t~ .Gautnlai S v.~1/4 SW 1/4 S 10 T Z~ N R l~ E (or W R,;epecty~Awas~s Mailing Address Lot # Block # Subd. Name or CSM# ~ QopoS~,D CSM Cih' .. State Zip Code Phone Number ~ City .... ~ ~Ilage ®Town Nearest Road 3RLO~,r.~ lr..i -N1 S~loo 2 (1 lS) 6g4- Z~.31 _ 1~F~F'lM 0~1~ I CTk~" E `t ®New Construction Use: ^ Residential / Number of bedrooms Code derived design flaw rate ~ Z- ~~ GPD ^ Replacement (~, Public ar commeraal -Describe: ~-Q W'tJ ~i^Prl.l,r Parent material LO CU ~ GI.PCtL6~t. `~7.f.C Flood Plain elevation if applicable iy_ ~ • ft• Generalbomments and recommendations: Y`1.OUYv~j 1.J t'~. ~l `x -1 S ` Lav G ~1S11Z L Q ~7 ~ ~~LC.. , . y`'1 /~L1tiUw. l 1 b 'r o i= S Arm l=1 ~~ , r--, ~ . ~ Boring # . L._1 esonng ._ ... . _. _. . ... _ ..:.. __._ .. . .. _ . t I ®pit Ground surface elev. _~q • S ft. Denth to limitinn factor Z Horizon Depth i Dominant Color Redox Description Texture - Structure Consistence -~~ Boundary ' ~ ~ Roots Soil Application Rate GPDfftZ n. Munseil Qu. Sz. Coot Color Gr. Sz. Sh. 'Eff#1 'Eff#2 _~_.. o ~q°- lati.~i3 Li ... _., s t i Z'~'Sbk - wt`{~- r ~. C ~-~ S . ~ Z~ q.:~3 to~2:~lb _ St~.l ~~sbk m,~'l- cs )vf -z .-3 ~ ~~ 3y ~-s~~3~~ ~~ta -~..S~t>z see ~ 5~ ~ o~ '~~'" ~S - . o ~ . ~~ -CIO to `'t 4Z S Z4/ ~, 1 S I 0 w~ yvl tl~ .. _ 3 .. 5 _. _. „ Boring # ^ Boring _ -• - - .. _ . SIC Pit 'Ground surfarp plpv 9 ~). Z w n.....M ... ~:...:.:.... s..,..__ '7 P1 - Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots ~ Soit Appliption Rate GPD/ftz in: Munsell Qu. Sz. Coot Color Gr. Sz. Sh. - 'Eff#1 •~ •Eff#2 0-~.. l•D`11Z 3LZ _ S1I Z~Sb~ ~'1`~~- CS l'~ , g ~ ,.~. . Z"~ 9.-2A GO'1-z=3Lto - slcl l~Sbk WL`Fi~_. CS 1v-f :Z ,3 3 Zo-~.0 ~-.s~rR-3ly ~'c.QZ.S~t2.S1~ ~S' owe .~ Cg _ ~ .s < .~ y ._ ~b-4~f- 10`9'iLs 1 y .~~ - e ~ O~ In ~- .. ~ - _ , .o . _~ O _ ' Effluent #1 =RODS > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BODS < 30 mg/L and TSS _< 30 mg/L CST Name (Please Pdnt) _ . Signa re .CST Number Arthur L: ~~Wegerer ~ ~~ ' ~ ~'~; ~ -~ _ ~•1~-~~y _~ 220254 Address W e g e r e r Soil Testing & Design S e r v i c e Date Evaluation Conducted Telephone Number 421 ~~T. ~~iain St. River Falls, 4•JI 54022 1-q-pl 715-425-0165 - Wisconsin Department of Commerce D%~~::ion of Safety and Buildings ~'~ SOIL EVALUATION REPORT in accordance with Comm 85. Wis. Adm. Code ~- . Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must County S•C. ~ L°--~\k inGude, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. ~~l /~.1 Co percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information. Reviewed by Date Personal information you provide may be used far secondary purposes (Privacy Law, s. 15.04 (1) (m)). Q, Jo/io~e/ Property Owner ~ L~ SR~'1itS2-~~`t~tt,T'. O~ H Ar-t>~tp~•,y~ Property Location ~'l0 ~-~~ ~~1~2SblV C,Hwtty . -Govt.Lot. S v.~1/4 SW 1/4 S 10 T Zcj N R lZ E (or W Rseperi+}-A~vaer=s Mailing Address Lot # Block # Subd. Name or CSM# 1°1Sa eTL~-'~ ~' N -,- ~~c~pos~D CS+~-1 City State Zip Code Phone Number ~ City ~ Village ®Town Nearest Road ~RL.~W )tsJ wl Syoo 2 (~ I.S) 6g4 - Z~ 31 1~F1~'1 M O>JS.7 c. i ~+~ E `~ ® New Construction Use: ^ Residential / Number of bedrooms Code derived design flow rate 2..50 GPD ^ Replacement ~ Public or commercial -Describe: ~I.J't`l t~c'L,l.,. ' Parent material Lp ~.SS OV LIZ GI.PC~L6~C. ~~ Flood Plain elevation if applicable ~ ~ i`' ft. General comments ~~ and recommendations: Y''\.OUY~~j bJ LTA}. ~) `>c "Z S r Lav G ZJ~STIZ L Q ~+ i 2 cY~) ~~2-C.-. .~. `, ~ ! n.~t ~-,caw. t 16 ~r o F= S A-~ r=t ~ ~ . ~ ~~~EI\I~ ~', ~~. Boring # ^ Boring ~ ST CAOI;{ ®Pit .Ground surface elev. g a - S ft. Depth to limiting factor z ~ i 2 {~E~E--, Horizon Depth Dominant Color Redox Description Texture Structure Consistence Bounda ~ts. ...... ry.r~..,"...,~...a.` _ glft~'~ in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. ~~ / ~ ~ ,, "' •E~ . )_ o.- q-~ ~~~.vz3 [ z - _, • s tl z,'f'sbk ,~.~ .. .. c,3 1 f " ".. , s . ~ Z q_23 io~2.~lb - s;,~) lesbk m'~i- cs )v-F - z .-3 3 ~3 ~ `y--S'~ ~ 3'I `Ftc~. -1..5`~ ~2 S~0 Sc 1 ~ O ~ h~,'~1- CS - . o . L7 ~~-~[D 1;D`14Z SLy ~~ S ~ O~ yh ~ _ . 3 . 5 - ~, ? 'Boring # ^ Boring . .. ~ ... 1 ` I ®pit • Ground surface elev. 9~- Z ft. Depth to limiting factor Z. C~ 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 ~ O`q. I~DyIL3LZ __ S1.I Z~SbI't ~'ti1.`~~- C~ l~ .S' ,~.. Z"- 9-ZO r;0'1fz3Lro - slcl l'~'Sbk w~.`F~-~ cs 1v-F • Z • 3 3 2.0-~.0 ~-SYli.3ly '~t~ 'Z .S~1tt.S~B ~ S owe ~ Cg _ ~ _ 5 < - 7 .. ~tb -~~ l o~ rLs 1 y ~~ ~ I ov-~ rn `Fa- - _ .. , o _ ~ ~- ~..w L,Y ~, `R-~,. 'Effluent #1 = BODS > 30 < 220 mg/L and TSS >30 _< 150 mg/L ' Effluent #2 = BODS < 30 mg/L and TSS _< 30 mg/L CST Name (Please Print) Signa re CST Number Arthur L : tdegerer ~- ' ~ ~ t ' ~ `~ -~ 220254 Address td e g e r e r S o i l Testing & Design S e r v i c e Date Evaluation Conducted Telephone Number 421 ~d. I~iain St. River Falls, ~7I 54022 1-9-DI ~ 715-425-0165 - Page ~ of 3 ~, , . ` ,,~ y Bv`t L''cz.. Property Owner 1 ~luti] D-= FFRMr'f O1V ~ Parcel ID # _. ~-1'V~D ! /~ 6' Pasre Z of 3 n Boring # ^ Boring pit Ground surface elev. 100• ~ ft. Depth to limlting factor ZO In. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft~ in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 1 0->.~ ~o~tz. 3 /z - siI 2.-~sbk -n'Ft- Cg 1•~ .5 . ~8 Z tb-~ lo`2cz3l6 - st! Z~ Sbl2 w).'F--- cg 1v~ ,s .8 3 zo-SY ~.SKR3l~/ •~l~ Z.$`Z2Sl~ l S ~''"~ ~ - c .S c .~ ~' W ~ Yzl..~( ~1 [^ Boring # ^ Boring T ®pit Ground surface elev. 4 g ' ~ ft. Depth to limiting factor Z y in• Soil Applicaton Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft= in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 a-9 t~~tz Utz - •~ s~ f 2-Fsb~ -~n.`~- ~ 1~ • s ~~ z ~ -z~ 10 ~r vZ 316 - s ie - Zwi ~b k }!,t -P~t.- GS 1 v f - ~ • b ~ ~. 3 z~ 36 -~. s ~ rL3dy ~~~ ~ .s ~ R s /~ s 1 0~ ~,. ~F~. e-s -- . 3 . s 4 ~b-uy 102 s~ ~~ c I c~ti,., M`~H - .'o . o a Boring # 1^~t Boring ~4- ~t plt Ground surface elev. ~ ft. Depth to limiting factor Z Z in. Soil Application Rate- Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 1 ~-8 ~o~z~~ 31 ; -~ si l ~~s.~-~ ;~tisM cs 1~ , S - ~ Z. $ ZZ ~o~ftZ3~6 - st~l Z~s k m`Fl^ CS. ~v'F •`-1 -~ 3 zz So --t.s~Iz icy c ~ ~.Sti~s/s ~s oM ~ -~ ~ ~ s ~ . ~ ~ w ~~y Sr-1 ~ .. • Effluent #1 = BODb > 30 < 220 mg/L and TSS >30 < 150 mg/L • Effluent #2 = BODs < 30 mg/L and TSS < 30 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. SBD-8330 (R.6/00) of 3 ' ~ P L QT PLAN Page 3 sc~LL 1'~ =~D , ~~' ~o r~or ~-v-~~e-r o,rz %, ~' ~ 191vtLt3 Tats -1'-~1~ ~S \ 28 /' 'c~ 2 ~l.~l . 5 ~ ~ , C`p.-110-AZ- 'Z~ ~~ ;;~ .; , l~ '' r ,, t ~ ~j~/ - ,~~ f . ;-~ ~ ~; ~ ~, -s - ~~ ~~ , _ - es s ~~~ ` I~ ~ r3 /~ ~ ~ ~ ~ 0 ~ N 2 ~/ -r ~o~~v-~ o~ clsz~- _ Ls'L~~ 100-8~! ~ ~•I ~t*-/ ~W C ~5 ~~~ -- ~~~ t~ o S ~ 1b ~ iv L~{-PcLL Rl-!1 ~1 _~_ Ll_..)UO.O.~_o~ lI `<<'I-1GM-~ 3!y~D!R- l~C hlPl~_ LJILI'k')7~/~ f Oct 04 O1 09:50p William Hawkins 715-796-8859 p•1 ' ' sr cnorx courrr~r SEPTIC TANK I„iA1NTBNANCB AGRBEIvtENT •AND 4WNL~RSHIP CBRTICICATI4N I+OItM Owucrll3uyer ~T ~~/ o ~ ~/~-,~,~ ~r ~'yr-~ Mailing Address / .~ ~~ ~ ~? .~r~ ~ ~~ « ~r'-~ ~ C-c~ ~c Properly Address ~~..~ ~ ~ /~~ ~ 1~~ (Yuificatioa rc4uircd from Planning Department for new constcuctton}_ City/State Parcel Idenlif cation Ntut~Uer LEGAL DLt'SCI~YI'TTON Properly Location -~<J .%., lJ %<, Sec. 1 ~~ T ~~ ICI-Itj„~~N, Town of ~~1 _ ~.~ Subdivision Lot I# _____._~ Certified Sarvey Map ~# __. Volume ,.Page ~r 't~Vaistanty Deed ~ ~ ~~.~~' ~ .Volume ~, ~ (~ ~ S ,Page # ~„~_._.• Spec house D yesna Lot tines identifiable °'yes CI do ~.~~ ~ernTT~ ANC1W Improper use and rnaintenaacc of your acetic system could rosutt in its prcrnature fat~ure to han3lo wastes. Proper mail .tenattce tonslsts of pumping out the septic tank Query tltree years or saotuer, if needed by a licensed pttmper. What pots put luto the system can aifaet the futtctlatt of the septic tank as a ttratmeat stage in the waste dispose[ systetti. The propctty owner agrees to subunit to St. Ctnix ~oai:ig Department a certification form, sighed by the owner t nd by a plumbeG journeyman p P that i the on-site wastawatcrdisposa :6Yatem lumber, restricted tumbcr or a IiceanscdpunnPcr varify~g the se ~ c tank is Less tLaa it3 foil of sludge. is is proper operating condition and/or (2} after iusiscctioa and pwaping (if necessary). pd I/we, 4ha undersigned have read the above requiretrtcnts and agree to maintain the private sewage disgasai system with the s :andards sat forth, Itaceia, as set by ilia Department of Cortuncrce and t6a Departtaent of Natural Resources, State ofWisconsin- Car itication stating t your septic system bas boon maintained must tic cortipteted sad relutncd to Qte St. Croix County Zoning Office F -itl:in 30 days a titrae iratton date. j~ SIQNA APPLICANT DATE (}W~12 CCRT'XIi'ICATION I (we} certify that all statements oa ttus fannt are true to the best of my (our) knowledge. I (we) eat (arc) tine oµ -ncr(s? of the pcrty desert d aEwj,~~e, b~ y virtue of a warrantyde1ed recorded iu Register of Deeds Office. ~c.11%~-0 low<. a~'7~ l"~`~ ti,masc~j' lD ~ - ~ ~1 SI(i~ F APPLICANT DATI3 «••«•« ••s«s• Any information that is rttis-representedmay result in the sanitary pcruril being ravoled try tits Zoning neP~~" «« Include with tills appiiextion: a stampod wanaoly doed front tin Register of Dccds ofIioe a copy of rile certified survey mats if reference is made in rite warranty deed .• VOL 1U~e~PaGEJD I STATE BAR OF WISCONSIN FARM 2. 1999 Document Number WARRANTY DEED This Deed, made between Glenn W. Sather and Dorothy E. Sather, husband and wife Grantor, and Town of Hammond, a Wisconsin Municipality Grantee. Grantor, for a valuable consideration, corrveys and warrants to Grantee the following described real estate in St. Croia County, State of Wiswrtsin (if more space is rteeded, please attach addendum) A parcel of land located in the Southwest Quarter of the Southwest Quarter (S W 1/4 of SW I/4) of Section Ten (10), Township Twenty-nine (29) North, Range Seventeen (17) West, Town of Hammond, St. Croix County, Wisconsin, more particularly described as Lot Two (2) of Certified Survey Map recorded April 25, 2001, in Volume 15 of Certified Survey Maps, at Page 4071, as Document No. 643617. Exceptions to warraruies: Easements and restrictions of record. Recording Area 64Es3C~7 K.FITHLEEN H. WALSH kEGISTER OF DEEUS 5T. CROIX CO., WI RECEIVED FOR RECORD D5-24-001 8:30 AM ItARkA'lTT DEED EXEMPT q CERT COPY FEE: COFY FEE: TkANSFEP. FEE: 150.00 kECORDItiG FEE: 10.00 PAGES: 1 Name and Retum Address Thomas A. McCotwack PO Boz 2120 Baldwin, WI 54002 018-1020-60 _ Parcel Identification Numher (PIN) This is not home~tead property. ~D (is not) f~ Dated this ~.~ day of ~ , 2001 +' Glen W. Sather _ . __ • Dorothy E. S ter __ AUTHENTICATION Signature(s) authenticated this day of TITLE: MEMBER STATE BAR OF WISCONSIN (If not. ~__ _ _.-_-- authorized by § 706.06, Wis. Stars.) THIS INSTRUMENT WAS DRAFTED 9Y Thomas A. McCormack Ba dwiry 4002 _. ___ __ (Signatures may be authenticated or ackntowledged. Both are not necessary) of persons stgmng m any cal WARRANTY DEED ACKNOWLEDGMENT STATE OF WISCONSIIV ) ss. St. Croia County ) C- Personally came before me this ~ ~ _ day of m,11~t/X 2001_ the above Warned Glenn W. Swath and Dorothy E. Sather to me known t the person(s) a execti d th -(p~eyloing instrument lmowledged a same. Cj ~ ; Notary Public, State of Wisconsin ' ' •'° J ~ ~ ~ My Commission is permanents not, sta a nra5io5iTr a`te aataTe Informatbn P,ofessionak Company. Fond du lac,'M STATE 6AR OF WISCONSIN Eoo ess~¢t FORM No. 2 - [999 +G cc; - . .~ 1 ' *~ ~pR 2 5,~0 ~ s 643617 i2 ~~ °~S`e`~°~°`~`~ ERTI FI ED SlJ RVEY MAP ~.~to~~°•" ~ TED IN THE SW1 /4 OF THE SW1 /4 OF SECTION 10, T29N, N , TOWN OF HAMI~Q~~CROIX COUNTY, WISCONSIN. ST. CROIX COUNTY p N Planning Zoning and Parks Committee D APR 2 5 2 0 01 BEARINGS ARE REFERENCED TO THE r m Z If not recorded within 30 days of a royal date approval shall be "~ O~[v1C~D_~ l~ p~~44C~Q ~ ~ ~ m ~ J I ~o II 33' z ~ 33' o ~ A N O J ~ C o v, Q ` w w 4 - S00°28'40"E 447.89' . ................... N O c ~ ~ ~ Zp O-ICn~ ~ _ o~zm r m m ~ Z m ~ ~ T o rn j ~ vc~m Zo $ ~ ~ r„ v c Q o ~ • m n~ A ~ ~O zm j O~ m • ~ V fll /~/1 lJU ~ ° p 33.00' ~m ~ w EXISTING: ~ O Pa FIELD DRIVE 00 ~_ PROP ED ~0 8, DRIVE ~ `~ ~ C~ ~ 4 I . ~ o ~o Z ;~: I C o D p '0 I=: ~ $ ~ ~ m i I~ _: ~ ~ O ~ O ~ o 33 3' I ~ • m n o ~ • D ---- -1 I 33.00' D ~ o ~ r' z mz D Z C7 Z 0 0 T ~ Z z -ZI ~ ° on oz V -y ~ ~ v n fJ m ~m O ~ O Z D j C C!~ ® ® 1295.68' N00°25'42"W 1328.88' O O B ~ ~ X ~ N m A ~~ ~ m~ c ~Z r~ zm ~~ ~ ~ $= o '~ O C ~ _H_ "T" . . WEST LINE OF THE SW1/4 f rn cr, ~~ ~~ Qm X n S00°28'40"E 842.39' ~ A SOUTH LINE OF THE SW1/4 OF SECTION 10, ASSUMED TO BEAR S89°41'S7"E. rn co A dp ~ ~ w~ O m ~~ p~j CD ~~ w ~~ pm r O r O N m~ ~ A z~ '~~, ~~ ° m ~~~ t ~ g2' ~' ~I $ 1301.71' ,.~~ N00°22'45"W 'f334.71' c~ y 0 $iP IpO I~^^ I S~ I I I~ I~ r4 I I~ I °' I ~] ~ Io I Ip ~ I~ 0o i 0° I nnnn y I~ I~p I~ ~ I ~ I~ oi~ I^ I v~ I~ I I p I old I ~'Q 210 r I d ZI mlQo O Im 2i~ ml to I I O~~ ~'~ ml 3