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HomeMy WebLinkAbout004-1037-60-0201 oy ,~ Wisconsin 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)]. ~ Permit Holder's Name: City Village X Township Luthe, Krai Cad Townshi CST BM Elev: ( Insp. BM Elev! BM Description: - C~ . t7 CSD . t~ CST g,nr,.~'1 = pu C TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY Septic ~~~~ Z~ p~,1 0 Dosing ~ ~~ ~-as'1M/I-l.o-~ ~ I Aeration Holding TANK S~CK INFORMATION TANK TO P!L WELL BLDG. Vent to Air Intake ROAD Septic ~ ~t ~ ~ f / ~_ Dosing `< « Lt K 2 Z f Aeration Holding PUMP/SIPHON INFORMATION Manufacturer ~ S Demand ~ GPM Model Number G~ ~~ 3(Q ,90 Lift I Friction Loss System Head TDH Ft .~5 .s~- Lo - Sa 8.9 Z Forcemain Length D/ Dia. ~ ~~ M Dist. to Well ~~ ~ ~ SAIL ABSORPTION SYSTEM county: St. Croix Sanitary Permit No: 420732 0 tate Plan ID No: ~~ , = TlttM X11 ~ Parcel Tax No: 004-1037-60-020 SectionlTown/Range/Map No: 16.28.15.252A20 STATION BS HI FS ELEV. Benchmark ~ ~~ ~ ~ Alt. BM Bldg. Sewer I~•o~' ~ .~ St/Ht Inlet I.y 93.30' SUHt Outlet Dtlnlet Dt Bottom ~`~ ~ • SS, r Header/Man. 4. ~ I ~ •23 Dist. Pipe •bD ~ (cs0•IS Bot. System ,1 y ~ ~• ~ O i Fin st Cover ~ ~ 9 g. 9 Z ^/~ '~/~ Fd'~'• B~ q~ ` ' ~ . ~/ Width Length No. Of TawwpHe PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS f / _ I 0 Q lP SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING acturer: INFORMATION CHAMBER OR Type df Sys ~ ~ ( ,` 2. 7 ~5 ~ ~~1 UNIT Model ~Liei~ M C __ DISTRIBUTION SYSTEM ( L~ ~ `,~,- . Yl~-1 Header/Manifol / (~ ~~ th~ L •~ `P Di ~ Distribution ~ f pipes q l7 3 t~ `• I • ~' 3 x Hole Size I r ~ ~ x Hole Spacin/g Z ~ rr Vent to Air Intake •--• eng B a Leng Dia Spacing 1 SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded/Sodded xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil [ '~ Yes ~~ No L Yes [] No ~J COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #~ 2 ~ I s ection #2: TAT-^^~. Location: Unknown (NW 1/4 SW 1/4 16 T28N R15W) NA Lot 2 ~-- ~~~~arcerN~~.15.252A20 1.) Alt BM Description = 5 •T• Uv~G~--~ t~thsf~ r 2.) Bldg sewer length = rr -amount of cover = ) ~o Contour = ~'f~ rG d-~.~ - - • CZ.~R_ ~ a~ b -~ Ian revision equired? Yes No z Use other side for additional information. 7 SBD-6710 (R.3/97) Date Insepctor's Signature Cert. No. V~ ____ Division ~S ~ ~°t~s'C C 2 •Y 6 ~ P.U_ $ox?1fiL 2Ul p W .---.- - a - . ~ '~` ' Madisau, WI 53T0'I - 7162 /SCOttSll~ Sitc Address Sys aqo sT De artmenf of Commerce Sanitary perm;;Number -'i Sanitary Permit App ' ' n ~~ D ~ 3 Z In accord was Cotrrta 83.21, Wts. Adn-. Code. inf ~ I V C D ~ U Check if Revisrort . s13. be used fort I_ Applirstioa IInlfotmattotr - a 1?rmt A>s mrocmatit>,t - -- Staoc Plan I_D. Nnm r ~1 ~f3 ~ 7 ---- . property Owner's Nntne t'arccl t;utnbcr dlXl~D 3 ~ ~ U ZU 'r"' ' i L ~~ ST. CROIX C ` NINGOFFICE ~ ~ _ PIOp`rry~1O° oO~~O~R °2~ property Owae MaihtsR Address ek ltumhcr Sl yip. Crxle Pht>pc Nrunbcr City, Stau o I.ot N~r 5obdivision Name CSM Aluntber s" `l °'z ~ last' ~s~~ h its r° 6 ~ ~ a~ __"7o3oS,~ _ II. of Building (cbedc alt that apply} L ~ ~ . ~~ OCi .~_.__ R U~ 1 or 2 Famrly Dwelling -Number of Bedrooms _-- __ _.__... .__._ __ -- i age-_ __ . __.. _ _.-_ _. _ .. U Public/t',ornmcrcial -Describe Ilse ._--- _~ " ,.~ Q~J d ~ G~ / ~ X ~O 0 ~ G~~w ~~ ~-`^'`~ ^ ~gtovmstrip I. /)- _ . ., Neatest Road Stau Owne _W___. ~ III. Type of permit: (Check oa1Y ~e box on line A numbering a for internal use}. Ctxnplete line B if applicable) For Catnty r><sc A. ~, z o I2eplacemeat 5ys6em 3 a ~ ~ 6 a At~n ~ - • stem Taor pCrarit Number ~ Date Issued Ii_ ^ Chock if Sanitary t'ermtt ptsvtondy Issued -_-'- ,- . 1Y. Type of permit: (heck aii that ~l~x - scheme is For i,ernal ase} if' ~) 147 ^ Sand Fiber 21 o d > Z" so ^ Constructed ti'etlani m~ br-Ground 1 4d ^ Non P'ressufved 4I Q Bolding Tack 48 Q Sm&1e Pass 51 U Dtip i.iut: ~ O Pressurized tn-Grenmd 45 Q At-Grade 46 }..E Aerahic Treaameru Uair d9 Cf RecirarlatiaB :>t} n OttKr _, .,.., _. -- ~ Area fiafortrtation_ Gt/.! Q- l 'Sl. /~ Rate 5~eration Final Gtadc Azea Anew Etevauon ~ Ol ~ ~w ~} T•~) lS s a q. ~ilat .lD ys st S/~G~SDJ~ ~ / a ~ ~ G ~ -~, ~ ~, ~ .a, ~~ ~~ o~ s-~ ~ ~, G ~ ~ l - / Y T ~ t Capacity in Total Number Manufacturer VI. Tank Info ~ `}-IOCf or ( of Tanks lt 1'tefab Siu 5tcc1 I=iber Plastic Crete CurutrucecKf G1~ W/2zQ, yQ oas Gallons Cra New F.xistisg /CS'~ "''~~~ . ..___ -. _. . Tatdcs Taats r _. os tloNi<+a Taok q/ ~ ~ [, 4 / ~~ ` C'. @ /'Z ~ 1 1 ". . _ - / ~ ..._ / ~v V ~ I3osiag CWmbcr ~ _- VII. Responsibility Statennent- I, the . a recptI' ~ D1D °f ibt:1'O'4Yf5 shown ao the attached plans. Nu~r Ilusinexs P6rmr Number 's 5igraar _ plumber s Naau (~? ~ 3 l ? ~ - ~ ~5_~ ~ ~ ~ ~ S'/G G ~ ~ -- 2 ~.~ ~ Stet," C ~.__ _... -~- .. -' ~S C' State. ~ od~f Plumber's Address nY. 5.-~~~ z~ _._ _ _ use c)nl -- __ ~ry~/j ,`/~/y~' VI_ll Corm !De r Dare Issued I tug A St>;mmm ~'ps) watc ut d Crmhtdes Grw Sanitary Permit Izc ~ `~ ~ /~a~C~ ~ , ( ~ /~ L JVCd ~~ DlSappLUvcd SnrChar$,e FYe} ZY lJ~! ..-. n .r- ///~ / j l / /~ _ _ n1/~ ~//I ~ e! ~ i .. i. U Owmr Gmrn irattar wtrverse ~ - ~ , - .~ is............-°-- --.____~ I~;. Cl-nd~ c~~ Ppr'°rat/R'-e f/ ~ I)!isagproval G~~i~ ~~5~„n.,/~~ ~~ ~~ ~ ~ ~ ~SdLt~~ ~ /Y/ ^ -~,QQ.jf~'~j3u.Cyir3.e.o- IJ~~'NDyvi't~ B f` rC'~nC/' ~''"' ~~ ylifu%°~2eTir,,,c~`' 1 2 ~~(,~~ s ~`~0"2 ~~~~i ~i/IZS~o2 at.e H- `;~~ camptete pde. Ko f`e Cant! etdyl ter tlu on paler less lean 8 a m sine ~~ Cd-al,,~.. d'3•~Z , Dui m~~ ~. ~u~-c.- d ~l ~~. 1`,'` i~ .~g~``d~ Scale 1 "_ gyp' S 'N O d ~~c~~ - , ~~ o' 3v~LOlw6 S~-ar~e(,t ~~vt {~-r-1~IT. ~' I ~ . O ~ b ~~0., ~~ I a Page ~f 7 1 ' ~M 7 ~' i 'c° • 6s'°F 1-' '~v~ r' '~ . `, ' ' nb ~ v . ~ ~ n ` ~ y vC 1 \ ~ ~~ / Q b ~ d ~ \~ ~ ~~ j ~ 3 3 ~~' bo yvoT' cu M ~~-~-r o2 ,~,'~ . ~ ~;~ ~ lsi'v1Z.~ ~i2S ~A n ~~ , ~ ~ • ~ °~` LgYh ~t-Z DoT L ~ 13 W1 l~L - G~_ LOU.D~ OlV ~3YT1~~-C~ 31c1 aPV~-~?LP~ ~-wI-L-J~'7~-- _ _ - ~! __rv1 P~~U - i~~----- -- ~ _ ~ Z S ' ~-tzor~~ ~~ . NOTES: _ 1. Elevations shown are existing ground elevations unless otherwise noted. 2. 3 Install 4" S observation pipes with approved caps. ( Z required). . eptic tank to be 1Zpo I~oo gallon capacity manufactured by W LAS L12~ Cpt~J CR. +.~ / J4- Le't10 ZP~3EL 1~ ~-'~~ 4 . $ench mark S S~ ~'$0 V ~~ _ ~. Divert surface water around system to prevent ponding at the uphill side. .~ isconsin Department of Commerce RFcF\ 0 ~~ sr F~ ~ 2 ~00~ OFF"'~Ty '\~F November 25, 2002 CUST ID No.267341 ARTHUR L WEGERER WEGERER SOIL TESTING & DESIGN SERVICE PO BOX 74 RIVER FALLS WI 54022 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 11/25/2004 ATTN: POWTS Inspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 SITE: Kraig Luthe 3~l 290` Street Town of Cady St Croix County NWI/4, SW1/4, S16, T28N, RISW FOR: Description: Proposed Four Bedroom Mound System Object Type: POWT System Regulated Object ID No.: 883031 Safety and Buildings 4003 N KINNEY COULEE RD LACROSSE WI 54601-1831 TDD #: (608) 264-8777 www.commerce.state.wi. uslsb °~ www.wisconsin.gov ott McCallum, Governor p Edw. Albert, Secretary ~ ~Zo'~--3Z Identification Numbers Transaction ID No. 8_ 14397 Site ID No. 653726 Please refer to both identification numbers, above. in all correspondence with the aaencv. 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 fpllowing conditions shall be met during construction or installation and prior to occupancy or use: General Approval Conditions: • This system is to be constructed and located in accordance with the enclosed approved plans. rQ ~ Q~ ~ Pursuant to outlet filter product approval stipulations, maintenance information must be iven to the owner of the POWTS explainin thatmeriodic cleaning of the septic to n ~ .let filter is required The access openmg used to service the filter shall terminate at or above finished grade with a watertight cover. • 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 83.22(7) - 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. Owner Responsibilities: ''.. ``~,fU` • Comm 83.52(1)(a) -The owner of a POWTS shall be responsible for ensuring that the operation and (~ W ~ maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). ~ :0.~~'. ~f.S. Cojidi~~o~aa1~'y ~ ~..,~ s - - - -- ARTHUR L WEGERER Owner Responsibilities Continued: Page 2 11/25/02 • 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. • The owner is responsible for submitting a maintenance verification report per Comm 83.55, that is acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. 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. The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, /~ ~ Gerard M. Swim POWTS Plan Reviewer -Integrated Services (608)-789-7892, Mon. -Fri. 7:30 am to 4:15 pm j swim@commerce. state.wi.us Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 WiSMART code: 7633 cc: Leroy G Jansky ,Wastewater Specialist, (715) 726-2544 • ~ TITLE SHEET Page ~ of I~OUIdD SYSTEM ` FOR • A ~ BEDROOri RESIDENCE This plan has been prepared in accordance with the Mound Component Manual SBD-10691-P and the Pressure Distribution Manual SBD-10706-P (N.O1/O1) _ (N.O1/O1) LOCATED Ii~t THE ~~ 1 /4 OF THE Sw 1 /4 OF SECTION 1 6 , T Z~ N, R lS W, TOWi1~ OF __ ~~ ~{' S`~-._ C~j~~ COUPdTY, WISCONSIN. ?~~1~ G CSw1 ___ ... 4 •~, INDEX PAGE 1 of 7 TITLE SHEET PAGE 2 Of 7 SYSTEPi I~IAdAGEi•1ENT PLAid PAGE 3 of 7 PLOT PLAN PAGE 4 of 7 PLAN VIE~7-CROSS SECTION PAGE 5 of 7 DISTRIBUTION PIPE LAYOUT -PAGE 6 of 7 PUriPING CHAP~iBER CROSS SECTION PAGE 7 of 7 PUriP PERFORI.IANCE CURVE PREPARED FOR RECEIVED ~.~.~-~ ~ -L~~-~ ~ _ - _--- NOV 2 0 2002 3 3 ~ zoo ~ s`r~z~i Q~ ~ t ~S o~v , ZJ I 5 4 ~ z~ S~~fiY ~5[ B~DGS ~I~~ PREPARED BY • WEGE~ER SL3 ~ L .TESTS !V G AND . DES I G;V SEF2i1 I CE P.O. Box 74 421 Id.iiain St. River Falls, TdI 54022 • Phone 715-425-0165 Fax 715-425-6864 ~: ~ ~ t` •;: DEPAf~TMENT Of~ CC ` '~ ;~~E DIVlSI()N pF FET AND b.:ii_+;'rGS SEE GO~~;FtE~; ~~ ~ r _____._. ,i • • ~ ~ . ,, Y g'r ~ ' AA} ~L - ...,... ~ r,:i~',: JOB N0. ~ Z -~ 3 _ -Mound System Management Plan page Z _ of L Pursuant to Comm 83.54, Wis. Adm. Code Seotic Tank '7 ~Z-~~"3Z 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. Theo erati he se tic tank and outlet filter shall be assessed at least once every 3 years by inspection. The ou a filter shall be 'eaned as necessary to nsure proper o eration. The filter ca i ge s ou not a removed unless provisions are made to retain .solids in the tank that o 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 shall be approved for septic tank use by the Department of Commerce, Safety and Buildings Division. Puma Tank - The pump (dosing) tank shall be ins ected at least once every 3 years. All switches,. alarms, and pumps shall be tested to v n proper opera on. an effluent i ter is ins a wi i II be inspected and serviced as necessary. Mound and Pressure Distribution S tem 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 far frost protection. Influent quality into the mound system may not exceed 220 mg/L 6005, 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 distributions stem is rovided with a flushin point at the end of each lateral, and it is recommended that each latera a us ed of accumulated solids at least once every 1 mon en rme i s ou e s w en a system was installe 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 stall 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 [~80-q-9 _ arid local or state rules pertaining to system maintenance and maintenance reporting. ~3 D'_~O 6Ql ~ P 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 ~s 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. Continaency 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 about the operation or maintenance of thiCs system should be directed to: The County Zoning -Office at _ ~ ~S 3~~= ~L680 S`[^ C~Lx The system installer at The tank manufacturer at The effluent filter manufacturer at - Sul) -- ~z,( _:S7-~[Z, ~~~ _------- The pump manufacturer a t- _: -- _-----,.. b 3n- -~~_=- "t..~ ~r~ - --- -- ~GUL.©5------ PLOT PLAN Scale 1 "_ ~~' r S . Z N ~ ~ i ~~ 0' 3 v ~ LO 1w 6 S ~-B ~,j,.~ I i I o°~ ~~~~. ~~ ~ ~ Page Hof 7 •a ~ ~'~ 7 ~ ~ • 6S~°~ ~v~r' f" t S' o ~ ~ e • 1 -,~' ~i'~ Svc ,~ /!~ ~ ,_ ~ o~~ ~~~ ~ ~:ti ~ i O ~ ~~ e, ~ ~ ~ ~~ ~~i t~ /~ ~i ~ s 3 rte' z'o yvoT cu M P~e-T oR ~. ~ .~ ® _ t DoT L~~ rn Lgrh r-Z ~N'1 E~-L - ~_ LOU>0~ ON ~3YTt~'l-~ 31c~"Pvt.-P-LP~__W1_.L~~,- ___ - - _ _ w LZ.~ j a- $ ~ _ _? 5 ~ ~ Fl? U1''j y''1 ~ ~h~p . t~y~.~7_ _ _ _ _ _ _ _ _-- -- ~ ? Z. S ~ 1JTLOwt _ 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 1Zpo I~no gallon capacity manufactured by W ~~S ~Z CphJ CR.~`1~ w / l~- Le'~0 Zp~~L, 1--t ~-'~LJ {Z 4 . bench mark S S~ I~$0 V i-~ 5. Divert surface water around system to prevent ponding at the uphill side. • Approved Synthetic Covering AST:~i C33 '~1.~ Distri Medium Sand H Topsoil-_~ -_ --",.~ " -1 ~ E ~; 0 3 ~~ i i ,~ . b S % Slope Distribution Cell of ~ ~ Force Main Z" to 22" Aggregate From Pump CROSS SECTION OF A MOUND SYSTEM 0~5oi1s Linear Loading Rate= I ~ T„~j gT / Design Loading Rat =p,t(S C~D~SQ g n . -e-r- -~ -I=e~a-b4~.u_ • L ~} E ~-- - --- - a-~--------------- A a-~--- ~bB---- --- w .- L_--T_ ---- - . ~Oistribution Pipe Observation. Pi (Aachcr securely) -- f _ _._ _._ ..._----- PLAri VIET~ AF A MOUND SYSTE:4 ~• Page ,~ Or 7 ~hL~ ~ lap' G ~Ele~r. ~ ~. • ~, ~~. D Flowed Layer D O • ~ Fz. ~~7 r~~ F 1 1 F~. F o - f3 F~. G a- S Ft. j A CZ~ F~. ~ H 1- O F~. B ~4 Ft. . . I 13 Fi. J S Ft. K 8 Ft. L ~ ~ Ft. I ~ •Observatian Pipe - ~ K ------ -----------------------~--o For ---=---=---- ~ ~' s . CeI1 of z ~ aggregate pe ce Main ~! Distribution Pipe Layout Page ~~ of ~ 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 lateral up with the use of long turn or 45° fitting to a point within six inches of file final made. Terminate the ends of the latezals with a valve,~threaded cap or . threaded plug. Provide access from final grade for the valve, threaded cap or threaded plug. ~. T`-t P.1 C'f~ L .. ~„ZOS S _ 5~~'C1Q l~j PVC F~1C Lateral Manifold ~~ C ~ i--Lateral ~ L'f}N V ~ ~ --- a- _ ~ F a- -- a-- ~ ~`~ -~°X -~ ---0 . ~q P ~-°I Ft. ~ Hole Diameter ~~~ Inch • -- ~ - 5 3 3 3 Ft, - - Lateral l~ Inch4es) X Z~ inchPS ~. ~o(o~ Manifo]d Z • Inches - - d~-Force Main " ~ Inches - # of holes/pipe 1 S - • Invert Elevation of . Laterais~ 0~ • 1 Ft. . ~SXU-~Il.b-1SX6- 36:9 6~~-, • - _ _ ~ - Combination Sept~c~.Tank and • ' PLJ~MP CHAMBER CROSS SECTIOIJ ANO SPECIFICATIOivS ' PAGE 1J OF • ..__ - - •VEiJ7 CAP ~~- WEATHER Pit00F JUUCTIOU 80X . ti C.Z. VEL1T PIPE ~ APPROVED LOCKIAIG ~ 1Q' FROM OOOR. M~IiJHOLE COVER cvl~li :i~uoow oR FRESH ~ wP.R.r.~luG L.agEt., .,,~,/~ ~~~~~ ~ A~IUT~IKE t ~ cor.,pu~r . ._ ~ I G~oE ~ ~ !8'1~11u. t ~-- ________ 18~K11~1. ~.; ---------- \~` s --- - ~•l ' ~ _ PROVIDE ~ ___ - UJLET 1 ~• i ; ----_ ' ~ ~ c ••'` '~' ~AtRTIGHT SEAL I ~ ( I ~ ~ ~ ~ J v ~ ~ Approved zfl8~t ~~~ -• ~' - ~ ~ ~ I Approved joint w/ ~}_L~Qp ~ ~~I joint w/ PVC pipe C~ ~~~ .I II ALARM a ~ I PVC pipe ~ f ou C '~ I ~S .S' ~F7 L ~ . LCY. -_~ PUKP ~ OFF 0 COAJCRETE • . Z~v ~ ~ S. ~QI ~ ' BIOGK ~- RISER EXIT PERMITTED OIJLy IF TA1JK MAlrUFAGTUR6R HAS SUCH APPROVAL~3NAD~~FD Bt<DO ~ N 4 SEPTIC f ~ _ SPECIFICATIOtJS 005E TA1,lK MA-1UFACTURER: w~~~ C~~L-I~-~.-c _ uUMgER C)F DOSES: ~'~ C,~ TA1JK :,IZC : ~~1~ L u ~D GgLLOA15 PER i~~ DOSE VOLUME z ALARr1 MA1.lUFACTURGR: S.~ •LTL~'C g~,~~g IAJCLU011JG 6AtKFLOW: ~ ~~Z-3 GALLONS MODEL -•IUMSER: lO~ L`~w CAPAUTIES: A- ,~~~ IAJCHCSOR L~~~'~GALLOlJS SWITCH T~PC: - ~~-U~~ ~ ~ 8= ~ IUCHES'OR LJ~-(•S G~LLOUS PUMP MAIJUFACTURCR: __ ~-~OUL- C:= 5 /! ~UCHES OR `~~•3 CALLOUS MODEL FJUMHER.: ~~~'S l/ 0 = ~ ~ IA1C HES OR ZZZ_ T GALLO SWITCH TYPE: _ Y`1 L'tZC!u~C~ a IJS IJO7E: PUMP AUO ALARM ARE TO bC O~ MlAIiMUM DISCHARGE RATE ~ •~' GPM INSTALLED OAl SEPARATE CIRCUITS yERTICAL DIFFEREWCE DETW>`EU PUMP OFF AUD..DISTR16UT10-J PIPE.._~"Z7 FEET ~- KI-.11MUM AIETWORK SUPPLY PRESSURE . ~'SD FCET ~ •~ K 1 3~ ~- ~ S , F1:ET OF FORCE MAl1J X Z"85 F j ~ • SS ioo pCFRICTIOU FACTOR.. FEET TOTAL Dy1JAMIC HERO = Z-?" b?•FEET As per Manufacturer Z Z- ~-~ gal/in. Liquid depth 3 (, '' ~! APPLICATIONS Specifically designed for the following uses: • Effluent systems • Homes •Farms • Heavy duty sump • Water transfer • Dewatering SPECIFICATIONS Pump: EP04 • Solids handling capability: 3/a' maximum. • Capacities: up to 55 GPM. _ ) • Total heads: up to 24 feet. • Discharge size:l'/z"NPT. • Mechanical seal: carbon- .. rotary/ceramic-stationary, . 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. Pump: EP05 • Solids handling capability: 3/a' maximum. • Capacities: up to 60 GPM. • Total heads: up to 31 feet. • Discharge size:ll~i' NPT. • Mechanical seal: carbon- rotary/ceramic-stationary, 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: l0 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). METERS FFFT 10~ _8 O Q .W x U a z } 0 J tQ- 0 o~ Goulds Submersible ~~ ~ o~ 7 Effluent Pump 1 I , 3 V ~ I 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- plasticenclosed design for improved performance. ^ Casing and Base: Rugged thermoplastic design provides superior strength and corrosion resistance. ^ MotorJfousing: 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 in "F"or "AC".) 0 2 a s a 10 12 rr>'m ®1995 Goulds Purtips. Inc. CAPACITY l:ftective May, 1995 63871 12/12/2002 08:44 7153865705 faGS itiu PAui= 0i Dec !~ mac' f}8i52a f#itsrightsorr Exfsavetin~ 715-X99-3~9~ ~ . i. ~-~? I~~eilit:g Ad~.t;,~;:. . ~_ 3.7d_._'~ ..~U ~ i `s~-_ ...__ ~ i~l S <`_ G/ `__._ < _cf a Z. ?.... ! iuywty A:fclress ~~.....~~~ y,J_;_.. ~.. +..-.. !e'rtiftt:uftap h'ftstt:a;i !.'tr 9laatiittg•; fbr sieve ri3tetit:6t;fiitf .--..,.... _. _. _..-..-- i::ityf$t,Ltc,~_~_/SOLr _._..__.~ Ya'cs! 7d~ttl.Fudion.:ltiumbni ~ ~ _ (1 - -. V ~ 20 . _.J ~ Yrup~xty iAC.:(iriti(~/"Y, ~,~Y.. dec. _L(R.,. T ~ .1-R -/ ~ 1N, ~vn ~' __~~ ~ ~-. ~ /'~ ~2"S /~ ~tev'wTiSifir ____-__•..._ _...-_._~-___.~,._~ ..__~_.__r..-------.----, IAL. tR „~•..,,. ~:eiti[ic~ fur c~ ~y #i ._ Z O/3,Q5• (r~~, vr>ttart~ 1.~._. ~s~te ~i .... ~/'~. °~-._I• +~I::rranty 1)red !. _ ~ d ! ~, ~ 4~--._... _._._, vote:ra ~~„~~.~, page !; ~ v _~-...... Spec iiut)fK_ iµt vc~, t;_t af~ iai 'r:(nat if;~itiffithtn i7 yea it (iv ia~ffwd~af~•aareepde. Q, 1as.rspar.LCL:t:c::Olt:ewtcb=adlexnS~:N:o;urata:-:tsnata:~ ::otrllrta eI mut9in8 ma ehr snGtis tata3c ~M`/ ONee ye,.cs ar aetxau, iS fueLied 67 s KcL:LLard pLLmpse. N~tax you put Lt:ry t9LC BYt:r:; •2fit: r.(Cact else d<fututete cf tke 3epe t;.~ ae a 4tatccat ahytc.in the w„xse dia;s:•~! n)•atrrk. The yt+i~ts s~+ew a~ttrc tY1 aLttualt f0 3t. Ctvi,c .'.citHW° Iloprttaaertt f+ rr..LiticsHtsu !grip. ylgvf:fl by t ~r ~tr:aa:'L +xr! t~Y trvateeliuunEor, jaarnLryfaanQWattbei. [a'xfieu~dplWiiNrr nr atif:f:t<L:r.JprmRer.crihinCtlLVL t%:t Ilui a:-si:e wastewnenal~~crx) svsc_m it Lt-Wopc% VprlAtin~ toadttiop antbar (~ aflm utpettio0ll~ pLLnp~Lg Cit' JCCCasy), [tM•+:'-!':i:,uvY.-i+ u:~~Hur. -19.4d1 Ot a<W~-,c. !.':ve, die Lmdottiitcaedt:ave clad tlx x~ts;t-•t t¢Qttbleuocsae s3sd s~tee to arsitralet t!!c ptEw,4e aew•rgodimcs~,t ;~nteaa rit(L tme:~tatdx,i, artfirth,httGis.>WUtbYfhap<patratfYefu7r.,otuntettGDaadrLetleptatngro:e,YM.t1tL'facctetrStece.L`tu;rL:xerio- Gc*taRaLf,c: - :ahv~{; dut ya+r cepSC ea~eLem !!a^• tLeen mr>>,teiaxlainsi tiet-ao~iek~t+aal +reYrnaA to dn~ St. CntiY GU+cacy i"`A[I',ult t~kG +riibiit ?0 dayf et t6:4ea : i::C aitlflOLe flute. ! (~') Cnr:tfy that 1t1 elatcnlcrfe aA tl:ta fora. rrC L.OG'fa :1~ l:crt nt Ln (n~•r} d.:c•p~lyd,s. : (••': ; ;L,~ (uet:} t7Ne e•:+eeq tb.~ tty ckxr:L' abr:vr. M' virR:n a(?• wat*.ailY•dfxd•RrLf+led (tt Ac-~ster rf 1.1r~3f. [1t~iCe, _ _ _ Z,,Z-;/~ G~ ~^ , ::s:=. pc,~ ihiotYLiSiivG ileac ii ir1iA-rep:cssat-.d ~+Y tr+ulc m tGs a+tlltnn, ^:,,t"ti p^?e"~ Y•ml.d by :hr teawg Dr.!+ucwLent. • •"r" M M1.,, a Im4AWr. Nxs. r of 1~seLk f:lifee •~-ietim)C ttiifb tb-> aP~C;ttILM` te'a'9'ed's"r'aN0' 1t°f~~ - .~~ ~ w0Y of rbt eara£srxi fxa'rcY uL.ilY if :t:etei.e:: ea seLatlr 'sa. slx rmr.~rdy rtr.,tfl ie' Zee -RL 82?`15i'28a3 12:55 7153865705 AGS HD FAGE Ei' . ~ it X137 P 606 ~`~'~1~~ KATNLBEg R, MA~.SH STATE 8AR OF WISCQNSIN I~ORM 3 - 2000 REGISTER OF DEEDS ~IJ~T CLA>CNI DE~A ST. CRaIR co. , rr Apcument Number REC$IYED FOR RECORD This Deed, [Wade between Robert Deisa, a/k/a Robert L. Detss and ~~/ 1 112003 09 : 45AM Dorene Reiss, a/k!x Dorene C. Dc4ss, hi9 wife r=x~r ~ e REC FEE: 11.80 Granto ,and Kraig Luthc and Leona Lnthe. husbaad and wife TRANS FEI; COPY FEE: CgRT COPY FEE: >aAGES : i {~JralttEE. Grantor glut claims to t3ra:ate~e the following described real estate in St. Croix County, State of VViseonsin (ifmare spa~ess needed, please attach addendutxl): part of the Northwest Quarter of the Southwest Quarter (NW 114 of SW 1J4) of Section Sixteen (16), Township 'IWventy-eight (28) North, lunge Fittocn (15) bleat, Town of Cady, 5t. Croix Coanty, Wisconsin, marl psrticnlarly described as follows: ~ dated November 2ty 2002, and recorded Lot Z of Certifited Snrvcy Map December I9,1002, In Volntne lti of Certified Survey iVlaps, Page 4+127, as Document No. 7t13b56, office o; the Register of Deeds for St. Croiix Comfy, Wisconsin. ~'ogcther with all appurtenant rights, tide and interests. Dated this '~ day of ~~'-'`"-`~"-'t' ' 2003 * Area 3,~7' C~ ~G ~~10 ~- lrlfl.Scn, 004-1037-60-004 parcel Identification Number (pTPT) Tyis is not ]tomcatead property. {~ (is not) * Ro ert L. Deisa r ono.., ~ ~ Q -~. *Dorene C. I}eias_ AIJT')PIEIVTICATION ACKNOWLEDGMENT STATE OF wlscoNS1N ) ss. Stgnattu'e(s) 5t. Croix County - ~~(}'~-~- day of _ Personally came before me this ~ ~ earned authenticated this ~Y °f _- ~- b 1 j ~- h i t , Z(M43 .. Robert Delsa, A Robert L. °o ssiD and Dorena U ~ s, a/k!A ~~ ~ ~ ~~ porene C. Reiss . - 1 TITLE: MEh,1BER S'TpTE gpR OP WISCONSIN tp me known to be the person(s) who execuiCcf• .• t R-.. , ~ , (I{' opt, ins ettt and ackn`~o/wp~+~Iedg the same.s~ au$tprized by $ 706.Ob, wg- Slats.) ` ` ^`~'~ WA3DRAFfEaOY * Barbara E. O1SOrt ~~ - THt5 ShISTRltIv~NT ,• ,Yx Notary public, State of WISCONSIN 3' - ''. ~. -^ Thomas A. McCormack ~ ~ 'dlie. ~" Saldwia, ~'~~ My Commission is permat-ent. (If n~, state i ,~ ~~ ) (gigmrtures may be a>~entieaoed or acknowledged Both ~'~ not necessary.) * Names of persozta signing in any capacity must ba typed or printed below then signaturc• $TA'fE HAIL OF ~$C4N5Xl`1 [NFU-PRO (800)855.202[ www,ln~protorms.com DEED FORM Pro. 3 - 2000 QUIT CLAIM 02-15-03 13:58 TO: FROM: 7153865705 P92 Wisconsin Department of Commerce • - D?~ision of Safety and Buildings SOIL EVALUATION REPORT Page ~ of 3 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 __ ~ ~'~-~ ~ ~ inGude, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Par I I.D. ~ • n ._ ~~..b~LJJ G OD~j/ /037 Please print all information. Rev' ed y "° Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). ~ ~'~ _il . ~ 3 / 3 D Property Owner ~~ ~T`,1Z ~ ~ S S Property Location =m - " ~~ ~Z- ~~ ~~ ~- U ~ ~ &evt-~eP-- N w 1/4 S X1/4 S ~ D T ~ N R ~rJ W . Property Owner's Mailing Address ~3~ Z q O `T~4- S~'1~-~7' E (o Lot # Block # Subd. Name or CSM# -- ~j~n~ G ~S ~ _ Z~e~ City State Zip Code Phone Number \`-SOYJ ~ \ ~yU-27 W ^ City ^ Village (Town Nearest Road . c71S)~.7Z=31;°).5 ~I~~' Z-°l ~ `f~f-- `3T' ,~ New Construction Use: ~ Residential /Number of bedrooms Code derived design flow rate 0 V GPD ^ Replacement ^ Public or commercial -Describe: Parent material G UE~C1. F~ L '~ [2.,) ~ _ Flood Plain elevation if applicable G ~ 'n ft. eneral comments and recommendations: ~, ~ Ulu-~`~ w / t o' t~ b p ~ D 1STTC.L (3 U T1 tin/ C~'2.L ~_~ , Baring # ^ Boring ®pit Ground surface elev. ~ ~ ~ ~ ft nAnrh r~ r.,,.+~.,,, f~~«.,~ ~ G-, y ~~~~ Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots Soil Application Rate GPD/ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 O -~ t~ K 2 3 L 2 s L j Z h ~1'i U'~1.- c-S Z'~~ . S _~ ~ -i -`S (o~rz y/~ - si ~ Zfsb~c m~~- c s tvf -s . ~ -~ 1 S ~. L 0 7 tiZ ~! ~ Y - s t 1 `~ s b k h~i. `fi- ~w - . 5 .~ y Z~ 3~ -- .523/y - ~..`,,s csb~ yvl,Ll'{Y e..i~ - .~ ~. Z 5 36 SI ~~5~-S ~~ ~P-~ z.S ~2s ~~s( o w, wt u~Y - • 3 - 5 Boring # ^ Boring h ® pit Ground surface elev. `7 ~ - S ft, Depth to limiting factor ~ 1 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consisten oundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 o -$ ) o ~ ~ 3 >- - s i 1 Z `F-9 ~ rn `f~ ~ s z~ - s - e 2 g -1.3 ti o ~ rz f - S ' 2~51~ ~ ~. `Fl- ~S 1 ~ - S - f3 ~ 13 Z t o ~2 ~Z l - 3 `~~k t~~•- e w - - s . ~ ~ z4- f ~ fZ..i/'I cZ~.~.s~i2s~$ s' ~ l ~ Sb~ m~- - - z- - 3 -•••--••• •- - ..mss - .. _ ~~ ~~~~~ a~w ~ oo ~w _~ iau mcy~ - tmuent rcz = tsw5 < 30 mg/L and TSS _< 30 mg/L CST Name (Please Print) Signatu CST Number Fdrthur• L. Wegerer ~ ~' OZ_Z!3 220254 Address 4d 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 i1, %iain St. River calls, GJI 54022 ~j_ 17_QZ J15-425-0165 J A r ~ Z N o ~ 1 ~j 01 I PLOT PLArd Scale 1' _~~ ' ~~0` -~ ac`o~ ~~ ~~ ~~~ ~~ ~M ~ 7 v'~ y \~ ~ ' ~~° '' o~,~ / !~ ` ~/ e ~ n ~ ~ yam-- vo avor cu M ~~-e-T~ 02 1 ~ y ,,~ ~1SN~Zp ~-i2S t~-R~sA ~. , .~ s o: ~-8Yh ~-z Page 3 of 3 ~ DoT ~ ~ 13Y"1 ~-L - ~_!-OU.~` ON ~3K`[7i'~-~ 31c~"PUe1~-LPG -L!~l'L-1~"1~---- --__ CST Signature -1`?~-(~Z 715-425-Q165 220254 p Z= ZZ 3 Date Telephone Ido. CST A1o: ~ Job r10. _. 03/14/2003 2:30 17154256864 anti ~. Property Y~•ta~r L- ~~-~. Parcel ID # WEGERER SOIL TESTING ~ ~~1 ~6 PAGE 02 Pape .. ~ of ~1 II .-~ i Borinp # ^ Obrinp ~ a t ~ plt Ground surfaaa elev. - ~ ft, Depth tp NmIUn ~" ~ 8 tacmr In. ' Soll A Ilcation Rate Horizon Depth Dominant Color Redox DeacripGon Texture Structure Gonslatence Boundary Roots fiPD/fly In. Munsell Du. Sz. Cont. Cdor Gr- Sz. Sh. -EtT#1 'Efffi2 ~ p _ ~1 l D'1 ti 31 Z ~ S l ~ 2`F ~- 1nr1 V`A~ L`, S Z`~ - S ~ ~ ~ ~ --Z3 1D`Z2S/! ~ ~ ~ I Z~sbk Yvt~ cS l~ - S . 8 3 ~ 338 l o~te ~!~ - I. J ~`Psbk M°~ ~ - - S - 9 ~ ~g-sti ~.S ya.v/6 cl ~~~sr~..sl~ sJ ow, . vn v •~ ~ , 3 _5 ^ Boring # ^ Boring ^ PIt Ground aurfaoe elev. _ R- Depth to Ilrnldnp factor In. ~ Soll Appllratlon Rabe Horizon Depth Dominant Color Redox DeseWptlon Texture Structure Consistence Boundary RooW GPD/f!"~ In. Munsell Cu. Sz. Cont. Color Gr. Sz. Sh- •Et'flfl •Eff*2 Boring q ^ Borinp ^ Plt Ground surtaee elev. ~ h. Depth to Ilmltlnp iecbor ~,,, In. Soil A GCatlon Rage Horizon Depth Dominant Color Redo: Destxl{ition Texture Structure Conalalence Boundary Roots Gp0/fir In. Munsell tau. Sz. Gertt. Color Gr. Sx. Sh. •EffA(1 •EffAS2 ' ERluent #1 = t30D, > 30 < 220 nglL and TSS >3Q < 150 tnpll- • Eilluent ~ = BOD, i 30 tttg/L and TSS < 30 mp/L. The Depattatont of Col;turterce is an equal opportunity service provider and employer. If you need assistance to access sen+iees or need mattaial in an alterrtate format, please comtacr the dcparQtaent at 608-2ts6-31 S 1 or TTY 608-264-8777. S6Q13DV (R.6+OD) 03/14/2003 12:30 17154256864 WEGERER SOIL TESTING PAGE 01 WEGERER'SOIL TESTING and DESIGN SERVIC~- SOIL T$STING - SEWER SYSTEM DESIGN ATTN: V Ayr/ N RATE 3 ~- ~ ~! -- V 3 CC: SUBJECT : ~~~ a ~~ ~ ~~~1f1..6 L. U`"~'~-~ Lam' THE FOLLOWING ITEMS ARE ~'.NCLn~ ^• ~~~~ ~,.~+.~ /6 gI 0. OF AESCRIPTION OPIES Z o~ 1Z~o SENT TO YpU FOR THE FOLLOWING REASONS: •~OR YOUR USE - FOR REVIEW AND COMMENT - INFOkZMATION DESIRED WEGERER SOIL TESTING AND DESIGN SERVICE P.O.BO% 74 421 N.MAIN S.T. RIVER FALLS,WI 54022 PFIONE 7].5-425-0165 ooY- iba7-!-D -c~t0 a6a p-dD 703¢~~G Lvr a VOL. 7 6 PAGE 44 KATHLEEN H. REGISTER OF DEEDS RECEIVEDXFOR~~tECORD CERTIFIED SUR!/EY MAP 1ai19i200Z 0~30Pn Located to part of the Northwest Quarter of the Southwest Quarter of Section 16, REC FEE:. 13. Township 28 North, Range 15 West, Town of Cady, St. Croix County, Wisconsin. COPY FEE. 3.00 PAGESs 2 Prepared for and OWNER: Robert L e ss 319 29 Street Wtis WI. 54027 ,T. C~:C,IX. ti.c~~.~rlt~' .. . PlBnni~~ ~"•, ,., "• ~ WEST 1/4 c. fs-~ DEC t00~iLUM/NUM If u;,t c~cury(du ~~::,~.: I~II'su uu pp~oval~~r rt i~i:~..~ ,,,.~ ~' W ! I c~v I I ~ t~~~~ I ~ ~ I~I N ~ I QI ~I ~1 3 ~ Inlj A = i ~ ~~ 31.84' I M /~i ~ ~ . I z ~ rM. a~~ ~ o ZI ~I ~ N ~N OS I iZ. ~ I ~ 3 W W~ ~ I M I~ ~ W 33 ~_ ~ ~ r M,o ~I I $ $ z z I .~~ ~ I I I ~~~ 29.20' ~I I~ 3 ~.33 3 1~ I• of: NOTE: The parcel shown on this map is subject to Stote, County and Township Iowa, rules. and regulations (i.e. wetlands, minimum lot size, access to parcel, etc.). Before purchoaing or developing any porcel, contact the St. Croix County Zoning Office and the appropriate Town Boord for advice. AUNTY UbNI/MENT) NORTH L/NE OF 1HE SW 1 4 OF SEC. 1s ~~.~~`` y y~ g C 0 N S~~' 4• ~~ s bODGC 5.2484 CLEAR LAKE,: ~ ~. `PI `~~~ "V 1~ ~ ~ _ a Z UNPLATTED ~4NOS N 89.19'52" E 449.30' 417.46' ~- 2.3'' LOT 2 ~ TOTAL AREA: `v 93, 498 SQ. fT. 3 2.15 ACRES ~ • .AREA EXCLUQlNG R.O.W.: 87,128 SQ. l~T. o 2.00 ACRES • Uf FDVCEL/NE 417.46' S 89' 19'52" W 44s.s6' NOS OF OWNER UNP~.~Ep lA,- ~I ,~ ~I I~ I 1 I 1 I SOUTHWEST CORNEl4 t ~ SEC. 1s-T7BN-RfSW `~ (FOUND SURVEY NA/L) JOB ~ WI057SU109 Prepared by. I~ ConsullY Grou ,Inc. Phone No. (715) 246-4319 Fax No. (715) 246-3830 P.O. Box 325 New Richmond, WI 54017 Sheet 1 of 2 LEGEND: Section Corner Monument of Record ~ Set 1" x 24" Iron Pipe weighing 1.13 pound: per linear foot • • • • • • Building Setback Line (100' from Right of Woy) ,~ ~ ,~ No. TM GRAPHIC SCALE SCALE IN FEET: 1 inch 100 feet BEARINGS ARE REFERENCED TO THE WEST LINE OF THE SW 1 /4 OF SECTION 16. TOWNSHIP 28 N., RANGE 15 W. WHICH IS ASSUMED TO BEAR N00 36'43"W. Vol . 7 6 Page 4427