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008-1060-20-200
I i I I n m m ai a I s S ~ < < ~ tD O D. ~ ~ 7 N ~ ~ ~ ~ ~ ~ N a. At d N N O ~ L3 0I N ~ A C ~°J C C n O Q m cry ~ ~ ~'~ A IN ~ c ~ o m i ~ Z O I ~ p I m ~ a I c, a A O ~ -p N ~i C ~i O ~ _ ~ No ~_ ~° °. O O L ~ O ~ O CD N I D. ~ Z 0 I ~ m O o ~' 3 ~ C W (D ~. ~ Z ~ ~ ~ ~ I ~ O I I I I I ~ a a n ~ _ ~, o' i c° m a Z 3 ~ ~ ~ ~ n _M I m N O ~ ~ 7 ~ ~ CD n I I ~ O 7 O ~ o° ~. N ~ '~ ~ o o ~ ' i 3 ~ 3 v ~ ~ ~ I a' ~ c ~ ~ m ' A m ~ i c 3 ~: - ,~ 'I ~ ~ ~ ! ~ ~ 00 CO C ''..~ C N ~ N OD T N W ~ O W ~ ~ W N 3 y v O O O O ' C L ~ 1 p N j N Q' ~ a y ', m` 0 o c '~ ~ ~ W N N N a '( n c 0 o o 3• 3 .. c ~ .. ~ ~ 'G ~~ M ~ ~ ~ O i ~ N Z ul ul u! ~ i o D ' o O O .~ mo N .~. N ~ Q D1 ~ ~ ID ~ ~ t~ d N p~ A N 3 ~ D D o c a A Z n ~ ~ ,..; A Z O .. ~ 0o v Z N N m a ~ ~ ~ Z p ~ ~' .Z7 p ~ ;: Z m ~ ~ ~! z ~ ~ F '~ w ~_ I~ T c 3 a i d i^ I ~ ii r,' II~C i ~! i ~ O O ~1 0 ~• O ~• O ~. S y A ~y A 7 N N O V A ti Q ~-~+ ~ V N '" V ~° b 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)]. ermit Holder's Name: City Village X Township Bauer, Co Eau Galle Townshi ST BM Elev: Insp. BM Elev: BM Description: N -~n ~ t.70 . p ~ tf0 . p / 3~. r~0~/ 1~-rvrt Irvrurcm~-1 wrv TYPE MANUFACTURER CAPACITY Septic ~~ Dosing ~ Aeration Holding TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Septic , I D'O Z,p ~ U Dosing t ~ 1 oO ~' ~ '~ ~ ~ ~ l ~ Aeration Holding PUMP/SIPHON INFORMATION Manufacturer Demand GPM Model Number ~s~ TDH Lift Friction Loss System Head TDH Ft Forcemain Length Dt Dia. Z t t Dist. to well SOIL ABSORPTION SYSTEM .-. Width I Length ~ No. Of Trenches DIMENSIONS L.~ I 2 ~ / SETBACK SYSTEM(( TO P/L BLDG INFORMATION Type Of System: I me >Sn >~tstr,f DISTRIBUTION SYSTEM Depth Number: Header/Manifold Distribution 1 x Hole Size x Hole S dcing Vent to Air Intake ` ~ P ( ) ~ I t S i ~ ~ Di L ~L I ~ `l I " Length ~ Dia_ pac ng ength a SOIL COVER v P~occnra Svs4ams Anly YY Meund Or At-GradB SVStBmS Only Depth Over Depth Over xx Depth of xx Seeded/Sodded xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil ^ Yes ^ No ^ Yes ^ No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: ~'~ / 31 / ~ ~ ~ Inspection #2: y---t---- L~Plu~w Location: 2397 30th Avenue("Woodvill/e,,W~I 54028 (NE 1/4 NE 1/4 21 T28N R16W) NA Lot 2 Parcel N :21.28.16.305820 1.) Alt BM Description =~[,~ae ~~-tyc~v.oca~+o~ . ~~~ ~~ f J` - 6y~, ~,~, r, 2.) Bldg sewer length = Z~ , l.- r'1'- 'I~,~~. - amount of cover = ~ ~ ~~ "~ S II.3 ~ (~! T 2xICa> / ~ g S = ~~ • 2 .A lk~ 3. Contour= ~0~,~4~~C5 ~~' ~ l~' ~. ~~»~TI"~1~~~ ~ ~- I~, I Islon equire'd? Ll Yes ^ No ~~ 31 d ( ~~~~~ ~( S~ UsQ o her I e for additi nal information. S" 1grR~~~~ H,~,'~ ' -4- ,~~,r,~i~ ti,,,~C ~Dete_ ~ "~ ~ ~,qS Insepctor's Signature Cert. No. S`gdd C~,.,,.,~.P G~''~r CLCVAlIV1Y UAIN County: St. CrOIX Sanitary Permit No: 399446 State Plan ID No: (p s /IS. reel Tax No: 008-1060-20-200 2l , ~~ ~ ~ .~6 5,~7 -a-a STATION BS HI FS ELEV. Benchmark f ~ Z ~~ Alt. BM ~,, N ~{ ) ~ ~ 3. ~ l Bldg. Sewer `~ r IoB.~z SUHt Inlet ~- St/Ht Outlet 6~O r o~ 3z Dt Inlet ~ I I~os' /02.32 Dt Bottom 1~~~5~ ~g. / 2 1 e Header/Man. Dist. Pipe ~ ~b ~0~.03~ Bot. System ~ b ~ y w ~ ~ D~ I Final Grade w~~ ~ ~Z`t I -- tb St Cover ~ ~~,~'I ~.~3 )~~.q cm.~ . ~ ~~' % ~'~ ~r1 `/ Safety and Buildings Division Washington Ave., P.O. Box 7162 201 W CL /r~` , ~ (~ 1~ ~ ~ . ` O~~~n Madtson, WI 53707 - 7162 I SC Site Address ~-- t7 Ac~J E De artment of Commerce Sanitary Permit Application Sanitary Permit Numbe 3 ~ ~ ~~{~ In accord with Comm 83.21, Wis. Adm. Code, personal information you provide ^ Check if Revision ma be used for seco ses Priva Law, s15. 1 m I. A lication Information -Please Print All Information PP State Plan I.D. Number oZ ag. i6 ~7 t? ~ T 3 D (o ~ ~ Property Owner's Name Parcel Number ~ O t . C f) /' ~ ss Prope/rty Owner's Mailing Add[e Property I.ocadon n / h /i ~ n City, State Zip Code Phone Number Lot Ny~nber Block Number Subdivision Name CSM Number Li/v~ t~ c/' ,~ ~ ~ e ~ , ~ ~; y %~ ~( ?! s - ~ Y~-233 w~'~'6'f3 t/.~.s- ~ ~/~ ? II. T`Itpe of Building (check all that apP1Y) ~ ^City or 2 Family Dwelling -Number of Bedrooms ^Village ^ Public/Commerc' -Describe Use ownship - - ^ Stan Owned ~~ea~ Or~ ~ C ~- ~ I cares[ Road &~ ~`~" ~ e 8~f' CZZ.~N 3v ~~c ~ -~~ x ~~z.~ ' III. Type of Permit: (Check only one box on line A (numbering scheme for internal use). Complete line B A For County use 1 ew 2 ^ Replacement System 3 ^ Replacement of 6 ^ Addition to ~'), l~ ' S sum y.~m Tank Onl Eris Dat B. e Permit Number ^ Check if Sanitary Permit Previousiy Issued ^ R ~ lV. Type of Permit: (Check all that apply)( bering scheme is for internal use) Q ~ 44 ^ Non -Pressurized In-Ground 21~YMound 47 ^ Sand Filter ~ ~ ~ ~~ ~ ~ ^ pressurized ~~`jrpupd 41 ^ Holding Tank 48 ^ Single Pass 51 ine ^ ' 6 45 ^ At-Grade 46 ^ Aerobic Treatment Unit 49 ^ Reciiculating 3~ V. D' rsal/'IYeatment Area Infotmati Area Design Flaw (gpd) D on: Dispersal Area Soil Application Percolation Rate Sys a 'o mal Grade Elevation ~ ~ R Proposed pate(Gals./Days/Sq.FtJ (Min./Inch) - VI. Tank Info Capacity in Total Number Manufacturer Prefab Co~rete Site Constructed Steel Fiber Glass Ptastic Gallons Gallons of Tanks New Existing Tanks Tanks Septic or Holding Tank - ~(~ O U ~ W e ~ S' ~ ~ Dosing Chamber ~ ! 5 (~ ~ ~ ` VII. Responsibility Statement- I, the anti ed, responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Pl is Signa RS Number Business Phone Number S~4h ~~3~~~s-- his -G~~t-s /~~ Pl is Address (S ,City, Stan, Z' Code) ~ S~ CC tS z ~/ ~~e ~ ` ~ ~ G l ~ l~ U G ( ~ c ~ c, ~ G .cJ , ~ c $ . Count /De artment Use Onl ent Signature (No Stamps) d Issu' A I g ssue Sanitary Permit Fee (includes Groundwater Date Approved ^ Disapproved Surcharge Fee) ~ F ^ Owner Given Initial Adverse ~ 32 ~ . O D 9 ~ Ikterminaflon l7C ^ Conditions of Approval/Reasons for Disa-p_~p_r_oxXal~ ~ ~-t f ~ p ~ (_ - _ _ ~, , , ^ ~(,~ IJ D ~Se.Q- 5bt ~ ~~s . '' '.n...an~.a..~oi .. .~Y-~x-A~."4~aln~ 5QID1'it TA~c J2~1L.C1Yr~~ ~7'Vt~ b-S t <<.C'~4 ~ . rv v w+~+-r- - -' ~ •~. i ~ - -- - - - pa not less than 8L12 :11 Inchec to tae Attach complete plans (to the ounty Daly) [or the em on per /~ r ^J SBD-6398 (R. OS/O1) r-~ ~ 6~z.a ~' ~ ,,, ~ ~-~-• ~:' ~s• .~ 0 7 Z ' ~ I --- _ k ~~.~. X00.0 or~`rop of 3ia ~F a~z. ----- I~~'[~3~ - ~Ti..,g.~i.L1 ~ Oti 1Uprll. 1N Ib" Mf~F~ `I'~~'., a 0 3 a A J ~w ~~ _ ~~ ~p3 ~ ~~ ; l ~ \ ~ G q~ s3.if`c,` ~ . \ ~ 3+\ ~~v~ r~ ~ ~ F Z v C ~ -S \ i? \ ~s o X05' OF ~~~ P ' , ~O NOT COMPACT \~~ \~ 1°~O DR. ~ tSlU P~ \• `~-tg ~-tA ~ ~~ ~~~ g ~~5" ZS C~NIOVR 'L1~ . tiv 1.5 ' 3 ut-hj-H pF ~,~ ~~1. ~03.3y~ q°I 3 ~D~ZwI ti~i-o wl E 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 1O0p gallon capacity manufactured by 1n] ILS~Z. COhJC[LF~'L 1^1 / (~- 1800' Z1°~B~L F- ~-TL~z . ~~"LPTPCx~`ID $~ -LS4 EiPr~- bvi~'i~ 4 . $ench mark S = S~ ~UVE 5. Divert surface water around spst'em to prevent ponding at the uphill side. PLOT PLAN Scale 1 "= SQ ' 3 a Tt+- ~ v r .. Page 3 of 7 sconsin Department of Commerce September 18, 2001 J i ~ ` ~ ~~ ~~ y - ~.~" CUST ID No.691727 ~ a ARTHUR L WEGERER WEGERER SOIL TESTING & DESIGN SERVICE PO BOX 74 RIVER FALLS WI 54022 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 09/18/2003 SITE: Cory Baur - 30~' Avenue St. Croix County, Town of Eau Galle NE1/4, NE1/4, S21, T28N, R16W FOR: Description: Three Bedroom Mound System Object Type: POWT System Regulated Object [D No.: 810728 Identification Numbers Transaction ID No. 674306 Site ID No. 635630 Please refer to both identification numbers, above, in all corres ondence with the a enc . The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The following conditions shall be met during construction or installation and prior to occupancy or use: 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.O1/01) 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 I45. l9, 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. 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. Safety and Buildings 4003 N KINNEY COULEE RD LA CROSSE WI 54601-1831 TDD #: (608) 264-8777 www.commerce.state.wi. us/sb www.wisconsin.gov Scott McCallum, Governor Philip Edw. Albert, Acting Secretary POWTS Inspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 • 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. ARTHUR L WEGERER Page 2 9/18/01 • 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 and this letter shall be on-site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction installation/operation. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions azise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Sincerely, Gerard M. Swim POWTS Plan Reviewer -Integrated Services 608-789-7892 Mon -Fri 7:15 AM to 4:30 PM j swim@commerce.state.wi.us FEE REQUIRED $ 175.00 FEE RECEIVED $ 175.00 BALANCE DUE $ 0.00 WiSMART code: 7633 TITLE SHEET Page 1 of 1 FOUND SYSTEi~1 FOR A 3 BEDROOr1 RESIDENCE This plan has• been prepared in accordance ~1ith the Mound Component Manual SBD-10691-P and the Pressure Distribution P•Ianual SBD-10706-P (N.O1/O1) (N.O1/O1) LOCATED Ii~I THE -yE 1 /4 OF THE NC. 1 /4 OF SECTION Z ~ , T ZS N, R ! 6 6d, TOWi1 OF ~ Y~}V GPrLLL, , S`T'• C~Z,tlL~( COUNTY, WISCOPdSIN. _ C~T_Z-of=::cSn~-~~-vUC_15; ~ ~1~-~~_~_. INDEX PAGE 1 of 7 TITLE SHEET PAGE 2 Of 7 SYSTEi~i I-Ir1i~AGEirIENT PLAiv PAGE 3 of 7 PLOT PLAN PAGE 4 of 7 PLAN VIEt7-CROSS SECTIOII PAGE 5 of 7 DISTRIBUTION PIPE LAYOUT PAGE 6 of 7 PUI.IPING CHAi1BER CROSS SECTION PAGE 7 of 7 PUMP PERFORI•iANCE CURVE PREPARED FOR 'P,O ~I.T.S• Co~.ditionatty z t ~ _ s : ~,~ ~, s~r . -~:1-b- :Rp P R f GOMM~RG ~NGS :. ~_~C~~Vl LCL~.i ~n.1J : S~L~Z$_.._. pt.PARTM~~ y pgU1t.D ~ p1y1S1oN of _~ E CORRESp .~ENGE SE PREPARED BY WEG~F~ER SL3I L - TEST = NG • AND . DES = GN SIERV = CE P.O. Box 74 421 Id.riain St. River Falls, [•II 54022 Phone 715-425-0165 Fax 715-425-6864 RECEIVED AUG 3 0 2001 SAFETY & BLDGS DIV. ~- ,r ~ a • ~~............ ~RTl.JR ~ ~~ WEi;EFtEA G9t5 P EtLSWOHTN, R ., s. ~ ~s~cr:~~; _~ ~. $_2~-01 JOB N0. ~~-X17 Mound System Management Plan page Z, of ~ 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. 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 enclosure. If the filter is equipped with an alarm, the filter shalt 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. Pump 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 Svstem 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. Influent quality into the mound system may not exceed 220 mg/L BODS, 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 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 [ f99j}arid local or state rules pertaining to system maintenance and maintenance reporting. S g~ _ IO b9f -P (~~lotlo t~ 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 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 'rf 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,`S _ 3~'b- ~l661~ Sr, L°.12.~Lx The systea installer at ~ ~ LS _ (~4~_ ZZb ~ S~ly'Ctiy6 The tank manufacturer at _ ~Q(7_3~,S- $'~IS6 1iVL~''L1Z The effluent filter manufacturer at $'t~0- ZZj- f;Zv.[,Z, Z,~~ The pump manufacturer at ~- - 8dv~ °~~_ ~V~IP - , -ZC7~.[_~ . T1T /1T T1T T~• Scale 1 "= SQ ' Page 3 o f 'l 3 D TEE- ~ v ~ . -` ~ _~ C-T ~-° ~3II-' ~ -- _ K ~-_~, co-o . o' o~ `rop o F' 3~a ~~ a~A tz. ---- I .. 1'~~'[~3-"'~ - ~Z., R-ot.l~ ~ O~ 1Uf1~~ l~u Ib" ?'IAP~ `I'SL`E'.. P ~w ~~ .~ 0 7 ~~ ,oy~ fiLT. * ~ B•1 ~S ~ . F• J ~\ ! ~\ s. ,o~Z~~vc 3 BD~Z-~1 ~ ~ _, \ ~s cos' of y" Pv e ~ ~g t ti~1-o wEE - ~ ',~ ~a.3 v ~u~ ts'r~ J 3 ~ ~ ~~N . ~z µ„ Pic ~Cp NOT ~OMPA~T ~ \` ,La~,o- 01Z. ~ tS1U R L3 \ \~ ~ ~~ `~ ~~~ $ ~~~- ZS eON~vR '~1.~1. ~C~ 1. S ' 3 oT'?U-H OF C1:L.C. q°I ~~!°~. ~0 3.3 y' 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 1OOp gallon capacity manufactured by W ILSf~Z, COUC~'~'~~ w / R- l800~ Zr°c8~. F-~T~ . ~~~~ ~~ ~ ~ w~e~'+~ 4 . $ench mark S = S~ A~3OVE ~. Divert surface water around system to prevent ponding at the uphill side. .' Page ~ Or 7 G Approves Synthetic Covering ~ _ ASTi~i C33 'Distribution Fipe • Medium Sand Topsoil F E?ev. ~p3.3~ • _1i E ~ i - o- ~• 3 ~ i - ~ . % Slope -. • Distribution Cell of 'Force Main -Flawed 2" to 2 Z" Aggregate From Pump Layer D 1.$ Ft. EZ•~ZFt. . CROSS SECTION OF A i!iOUND SYSTEM F o.8 Ft. . ~ ~ & ©. S Ft. - A ~ Ft. - H t. o Ft. ~ 8 llZ. S Ft. Linear Loading Rate= '-i. o GPD/r,N FT ~ • • - Design Loading Rate= o•Z'-~-PD/SQ FT ~ j 13 Ft, ~' J ~ Ft. . ~ K 1Z Ft. - - - - - ~ ~ 13h.5 Ft. WI" ZS Ft. ~i ~ccESS ~j°m? c~~t~otZ s ~~Y -- J a~x ~ - o-l----=---- - --~ ~ ---- ~ o - . - F~1C - LPsT,~~t'L .~ A ~C7~1 ~QG:2~6t~~L__--___-_..- ------------- W ~ . ~ ' ' - PLAi~ VIEW OF A MOUND SYSTEIg _ ' r ' : PUMP CHAMBER CRO55 SECTION AND SPEUFICATIONS ' PAGE (~ OF '1 '6 ~ vt:uT c~P ti'C.L VEIJT PIPC • ' ~ ~n/I:ATHER PROOF p~pROVED LOCKING MANHOLE ~ IO' FROM OoOR, • JUAJCTIOILI 80X • COVER WITH WARNING LABEL wIN00W OR FRCSH 12'MIU. AIK WTAKE ( • I . GRADE ~.Z.. l0 3 -~ i y' Mlu. ~ ~ ~. 18•lMlu. CONDUIT ~-- _ _ t \~: UUt-ET • PROVIDE _, I __ __ '-j" AIRTIGHT SF~L ~ J i f \ / I I ~ \\//• APPROVED JOIAlT~ A ~ I I ~ APPROVED .lOUJTS ~ III I i ~ ALARl+1 a I~ II I ~ 1 ou c - I~ I ~~ I __LLE~~.=AFT. PUMP-~ -'~ ~ OFF 0 ~~ • Q~~.00 ~ COrvCRETC pIOGK • I - 3" AOFK2ovED RISER EXIT Pl:RMITfED OA1Ly IF TAWK MAIJUFACTLIRER HAS SLIGH APPROVAL. ggDpl~ . - SPECIFICATIOA]S Dos r< w 1~~~ cp>v ~~z~~ TAAIK MANUFACTURCQ: ~ S . o IJUMBER OF DOSES: PER DAy TAAIK SIZE:- ~SCi GALLOAIS ' ' _ DOSC VOLUME Z ~ ~ ~ S .J , lsLt;e. rQ.D S~tS T;rlrt s AL11RJ+1 __MAt11UFAGTURER: INCLUDIlJ6 6AGKfL01,/: GALLONS ~ _ _ MOOCL AIUMBER: ! O L l}w _ CAPAL171ES: A= 1S I lZtI~iCHtS OA 3 _ I ~"3 W-LLOys SWITCH TyPt: - ~'1~1-ZCJJIZ-~(' .. ~ g = ~ IA1CH£S OR l~ 0 , 6 G{+ULO~S PUMP MAIJUFACTUR><R: - ~ ZO ~L~ C ^ ~ I~ ZIAlCHES OR~3 GALLOIJS MODEL WUMSER: ~ a 0: is II~IC R 30 y-~Z GALLOAIS S O yE SWITCH TYPE: ~~.~~ ' ~ ~ MOTE: PUMP A>VO J11ARM ARL To bCD+4 MIIJIMUM DISCF114RGE RATE 3~.q,6 GPM INSTALLED OIJ SEPARATE CIRCUITS VERTICAL DIFFEREIJCE OETWCCU PUMP OFF AUO_DISTRIBUTIOIJ . ~. ~ PIPS:.. FEET + MIUIMUM NETWORK SUPPLY PRESSURE , . , , . , , , .. 3 • ZS-FEET S~- S X 1.3~ -f- ~S FEET OF FORCE MAIA1 X Z-.~~0 F~oFtFRICTIOU FACTOR. O'l`~FEET TOTAL Oy1JAMIC HEAD - ~ 11J ~ Z7~FEET _-••_•_~__•- - --. -•- -. ..-.. ._. ..-----~--.. • .-_.. _..._ .. .-~l As ~per:raanufacturer 20-Z$ gaI/in., Liquid depth 3Z ~. -PU ~'1 P Y ~Z ~O ~`~'11°I-1~1 CE Cl)'2V ~ - ~ ~ HEAD CAPACITY CURVE ~ MODAL "98" 8 r_, ~,' = 6 U 15 4 10 2 5 U.S. GALLONS LITERS 10 201 30 401 50 80 160 FLOW PER MINUTE TOTAL DYNAMIC HEAD/FLOW PER MINUTE EFFLUENTAND DEWATERING CAPACITY HEAD UNITS/MIN FEET METERS GALS LTRS 5 1.52 72 273 10 3.05 61 231 15 4.57 45 170 20 6.10 25 95 Lock Valve 23' O I 71 0 80 240 SK7102 16 ~, CONSULT FACTORY FOR SPECIAL APPLICATIONS • Electrical altemators, for duplex systems, are available and Variable level float switches are available for controlling single supplied with an alarm. and three phase systems. • Mechanical altemators, for duplex systems, are available with Double piggyback variable level float switches are available or without alarm switches. for variable level long cycle controls. SELECTION GUIDE Standard all models -Wei ht 39 lbs. -'/z H.P. 1. Integral float operated 2 pole mechanical switch, no external control required. S' 98 Series Control Selection Model Volffi-Ph Mode Amps Simplex Duplex M98 115 1 Auto 9.4 1 or 1 8 7 - N98 115 1 Non 9.4 2or286 3or48:5 D98 230 1 Auto 4.7 1 or 1 8 7 - E98 230 1 Non 4.7 2 or 2 8 6 3 or 4 8 5 2. Ingle piggyback vanable level float switch or double piggyback variable level, float switch. Refer to FM0477. 3. Mechanical alternator 10-0072 or 10-0075. 4. See FM0712, for correct model of Electrical Alternator, E-Pak. 5. Control switch 10-0225 used as a control activator, specify duplex (3) or (4) float system. 6. Four (4) hole J-Pak, junction box, for watertight connection or wired-in simplex or duplex operation, 10-0002. 7. Two (2) hole J-Pak, for watertight connection or splice. CAUTION ForinfornmafiononadditionalZoellerproductsrefertocatalogonComl>inatanStarter, FM0514;Piggyback All Installation of controls, protection devices and wiring should be done by a qualified Variable Level Switches, FM0477; ElectritalAltemator, FM0486; MechanicalAltemator, FM0495; Sumpl licensed electrician. All electrical and safety codes should be followed including the most Sewage Basins, FM0487; and Single Phase Simplex Pump ControUAlann Systems, FM0732. recent National Electric Code (NEC) and the Occupational Safety and Health Act (OSHA). _ RESERVE POWERED DESIGN • For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. MAIL TO: P.0. BOX 18347 ~ Louisville, KY 40256.0347 ~ ~ ~~ ~ ^~ SHIP T0: 3649 Cane Run Road ~, 4 " Louisville, KY 40211-1961 •', % ;1•' .~,.'_ ~_. ... .. _ _. /~~M~ ~0 (502) FAX(502) ~4-3628-PUMP •. g' _ . PAC _Z ot= 7 t- 6 1/4 •- 4 5/8 -~{ ~, ® I I ~ , 3 5/8 + I 4 3/16 1 1/2-11 1/2 NPT Manufacturers of. . QvaurrP~vs SNCB /9.99 08i24i01 FRI 09:08 FAX ^15 a8l 4686 'I ~~~~ wisconc~ Department of Commeroo SC~I~ giv;sion of Safety and Buil0ings in ~ ~~ vdth G Attach canplete 911s plan on p?P~ ~ ley >h~1 ' in s ~ndude, tart not WnRid to: renrcat and t~ e[~eIM6. . percent SiOG/, SClda or dlmansions, \'~ ~~ Please p~ ~~~• A,, Personarhran~ ~ torse~mry~',,~~~~•' ~.-- ~~ty n . . Ce, erge Lo n~~'V ~" ~ ~ T' ~ ~lJ~ Properly Uwn~ .. ~'~ -\ •+ f Rdrx 3@6 Meadow View Grt. ~ couw7v c _~ ~ State I ~ fN~ia W I ~~ r~*~r1 ~ ~4~; Satdwin ~ ~ Lt R tIEP~ORT~ ~ ,~~ 4 ~,~-- _ Ana ~r ~ x ~ l.aof3-~; ear ~~ ~ ~ 't.~1 Ity ;m?)• ,arc 1347 Pape t of 3 - AC.E. Solt & S1te Evalu2ticrrs St, Crgix 0, ID# 21.28.18.305A . Date ~acawn ..+r ~_,,,, ~~ ~ ,~ ~~ t~E NE 1W S 21 T 28 N R t6 W ~ g ~ ~, subs. Narr~s oror CSiuv~ Ci-y ~ Ynage ~I Tam NeareGt Road Eau Calk: _ ___ ~ Cc. Hwy 69 & 307h Ave. ~9 Plew Constnrtction Use: ~ Resident ~ 1 Number of ta:drooms _ . 4 Code derived design tlav ratr 600 ~~ ~r~errdnl ;~ Public a romrrwrcisl - GeE~cribe: _ . _. _-- Pa>tenl material Glacial Tif ., __ _ Flood plan elevaticxr, If applicaNe _ ._ na. G6rfpral Cprtrd7lents and reoonm+endatims: ReWmmended syst 3rn elev. =103.24' at 22" above t 01.40' contour- 7 1 goring # BO"^9 1 ~ Pit Ground Su lace slay 98.00 ft• 14"_ in. Sal nppiicat+on Rats Deptft to t~mitlng factar' - - ~. Horixan Oepth Oam ant Cda' Rey ax tkacslption Texlae SWc4rte Consls'ence SaunCa7 ~ i , Rook ! G ~ ~EtlM1 1 0-9 1 10yr412 ~ none ~ sJ i 2isbk mvfr I_as 1 2f,1_m~, 0,5 0.8 2 ~ 9-14 10yr514 ~ none... ~ ~__ sd . 1thinpl _! ~ ~ -. ~ 3 14-17 10yr5/4 f, d 7.Syr51@ till 4 2fsbk ~ mfr ~ ~ , D.5 a.@ - ~ _ - _ 4 i 17-21 L 7.5yr41d ~ f'.f7.Syr41fi i sl i - 2csbk ( mfr cw i ~~. - ~ 0.5~ 0.9 • _~ , _ ~~ 5 21 ~5 ~ 5yrdld ~- fc 2d~10 ' r6 ~ _ ~ ~ ` lcsbk ~ mfi i - j' - ~ 0,4 ~• ~_8 ~. _~ ^ y -~-- i ~ i ~ ~ .i 4- Q goring # ~ ~~ Pit _ Ground : arfaice elem. 98.95 n- _ 1 T' _ _in. SoY Ammon RI C3epth to litrifting factor -. .,_~...., ne..x. rv,,,.s~~r r. R dory DeSxirdten 7BxQrre 4 Sbucture ' Coes+scence ~ l3arndary ~ cots ~E~i ~m~ 0~ i Oyr4/2 , none ~ sr ~ 2fsbk ~ mvlr as ~ 2f;1 m 1 0.5 i.. 0.8 _ .~_. 2 ~ 9.17 ~ 10yr5/4 i none. 1 sU lthinpl y mfr i c-w . ~I _1im ~ D.2 I 0.3 -~-- 0.5 i 3 1?-22 10yr5/4 ~_ 2d l.5yr519_ `. sit I 2fsbk -I m~_ ~ ~ _ 4 2Z-30 7,5yr41a f2f 7.$yr4/6 1 sl 2csbk ~ _mfr 4 cw - 0.5 ; D.9 - 11- •-I--• . 5 ~ 30.42 5yrd14 ~ . 12d tr~yr6n sl , lcsbk I mfi _._ _- 0.4 ` _ 0.6 - • EfRuent#1 = BUD ~ 30 ~ 220 rng/l. and'{'t X30 < 150 CST Nartle (Plaa4e Pdnty ~~ James K. Thompson - Addn3ss AC.E. Sal ~ gfte Evduatrare 340 Paulson t.~lw lie, Osceola,' 54020 " - krent e2 ~ t3ODs < 30 mgA_ and 7S8 e..;~0 mglL. ~• CST Number ~ 3soz _ ~~Dete Evatualron Gandudad 715 24@ 7~sun~ber 1219100 Wisconsin Department of Commerce Division of Safety and Buildings SOIL EVALUATION REPORT ,.•.•,.~.,.,,.......-ti ~,,..,.., as ~nr~ e.~.,, rnrrc 1347 Page t of 3 AC.E. Sal & Site Evaluations ---- -- - County - Attach complete site plan an paper not less than ' in size. Plan must St. Croix include, but not limited to: vertical and ho I r2[~ direction and to nearest road. percent slope, scale or dimemsions, no aq ~,~N4~~~ r ~ Parcel I.D. 28 16 305A ID# 21 008-1060-10 ^ .. ~ . . . , Please t nfo~ a • `-' \ P R~~??1 ~ewed By oat Personal inforrnatan you provbe m for secon0~~ vary , s. M5.(f4 (t) (m)). t ~ ~ ~- ,~ ', ~ a ^ operty Location Geo ge Lokken _ ` t' 1 ~''~ ~ ,- ' vt. Lot NE 1/4 NE 1/4 S 21 T 28 N R 16 W Property Owner's Mailing Address rr., ~T ~RO;X co ~ # ~ Block # Subd. Name or CSM# r ~ `~~ ~ ~ ~~ - un,Tr ! ~ 386 Meadow View Crt. ~, ! C M. ' b 3 626 ~ ~ ~ City State rg Phone _j City ~lllage > Tam Nearest Road ~ Baldwin ~ WI 2~ `'~ 4 ~ Eau Galle Co. Hwy BB & 30Th Ave. ~.` i ~ _„~ 1+' New Construction D~~ M' Residential / Number of bedrooms 4 Code derived design flow rate ~ Replacement - _f Public or commercial -Describe: Parent material Glacial Till Flood plain elevation, if applicable General comments and recommendations: Recommended system elev. = 103.24' at 22" above 101.40' contour. 6UU ~~'~ na Boring # .J Boring ~+' Pit Ground Surface elev. 99.00 ft. Depth to limiting factor 14" in. Soil Application Rate h i t Cd D dox Descri tion R Texture Structure Consistence Boundary Roots GP D/ttz Horizon Dept nan a om p e *Eff#1 *Eff#2 1 0-9 10yr4/2 none sil 2fsbk mvfr as 2f,1m 0.5 0.8 2 9-14 10yr5/4 none sil 1thin~l mfr cw 1fm 0.2 0.3 3 14-17 10yr5/4 f2d 7.5yr5/8 sil 2fsbk mfr cw - 0.5 0.8 4 17-21 7.5yr4/4 f2f 7.5yr4/6 sl 2csbk mfr cw - 0.5 0.9 5 21-35 5yr4/4 fQd~l~2& sl 1csbk mfi - - 0.4 0.6 ~~ # ~ Bonng Pit Ground Surface elev. 98.95 ft. Depth to limiting factor 17" in. Soil Application Rate h D i t Ca D dox Descri tion R Texture Structure Consistence Boundary Roots GP DIft= Horizon ept om nan a p e *Eff#1 *Eff#2 1 0-9 10yr4/2 none sil 2fsbk mvfr as 2f,1m 0.5 0.8 2 9-17 10yr5/4 none sil 1thinp~ mfr cw 1fm 0.2 0.3 3 17-22 10yr5/4 P2d 7.5yr5/8 sil 2fsbk mfr cw - 0.5 0.8 4 22-30 7.5yr4/4 f2f 7.5yr4/6 sl 2csbk mfr cw - 0.5 0.9 5 30-42 5yr4/4 f fLd'lrjj'yr6/ & sl 1csbk mfi - - 0.4 0.6 * Effluent #1 = BOD ~ 30 <_ 220 mgJL and T >30 < 150 * ueM #2 = BOD < 30 mglL and TSS <,~0 mg/L CST Name (Please Print) ~ nature: CST Number James K. Thompson ~_ 3602 Address A.C.E. Sal & Site Evaluations Date Evaluation Conducted Telephone Number 340 Paulson Lake Lane Osceola 54020 12/9!00 715-248-7767 ply Owner George Lokken parcel ID # 008-1060-10, ID# 21.28.16.305A Page 2 of 3 Boring # Boring Pit Ground Surface elev. 102.02 ft. Depth to limiting factor 18" in. Sal Application Rate T t Structure Consistence Boundary Roots Horizon Depth Dominant Color Redox Descriptiai ex ure *Eff#1 Eff#2 1 0-8 10yr4/2 none sil 2fsbk mvfr as 2f,1m 0.5 0.8 2 8-12 10yr5/4 none sil 1thinpl mfr cw 1fm 0.2 0.3 3 12-18 10yr5/4 none sil 2fsbk mfr cw - 0.5 0.8 4 18-31 7.5yr4/4 f2f 7.5yr4/6 sl 2csbk mfr cw - 0.5 0.9 5 31-45 5yr4/4 f Qd i0yr6/ ~ sl 1 csbk mfi - - 0.4 0.6 ^ Boring # ~ ~~ ,~ Pit Ground Surface elev. ft. D~th to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots ' *Eff#1 *Eff#2 ^ Boring # -~ Boring ~ pit Ground Surface elev. ft. Depth to limiting factor in. Sal Application Rate Horizon Depth Dominant Caor Redox Description Texture Structure Consistence Boundary Roots : *Eff#1 *Eff#2 * Effluent #1 = BOD 5> 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. ff 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. ,- ~4o'rt 30 ~ ,4~-. ^ So;/ pbser~o~ 10,'~ • E/eda ~'Dn - / ~ A ~ O I~ 5~2 : ~ "= SAO b 8 ~ 0 Soy' of c :~ ~c a.r^. ssurncdel.=~Gb.[ a.~y ~ ~ ~ i \~~~ ~eo~e Lo1C~n ~0ro~0. AEnE'~ 5 eC. z,/, T . o~ ~acc (~/i(e, S~ ~ Cro1X ro ., ~/ ~~ ,Q i~ ~~z' 83 \\ az~ ~ ~ ~ iot.o' ~~ /O/.0 ' /G10.0' 990' f~.3of Co. Nwy. h (~ ~ ii ;P~~i.~~ 5T ~~ttJ~IX ~L3~ ;~Z''TI~ T~+t~ [~'grirtl'deE A~xR.EE1I~NT~ AND {)y~RSHII' GERTfFI~ATIO~ F®RM C~va~.etl.~uyer ~ ~ ~ i~ 2i3 S~ a3~'7 ~~~~~~ Addr•~s~ Pxapetty Address ___ j c 4~,' ^~fGZY ~~'' ~ ~ ~Tc_.__-,~~ equired frtttn Planning f'jepamnnat fpr stew ~zp S`~te ~o~ d u ~ ~ ~f ~ ~~ Parcel Identificat~an N~unber ~J~~A~~ ~~~~~~~~al~ ~~ 1~~ t ~ L~ ~/,~~ $~. f, ~ , T ~ d N-a~`Zl.~..~,..t~r `Ti f7Wii tai C ~' ~ ru~~rty ~t~cation N~ ~~, lAt. # ._,~ ~~~~~ S , Pa e t# ~r ~~ ~. ~e~ifed su~~~ map ~ lr ~~ 3 ~ ~ ~ . ~at~~ 1 ~ g ~ Rv '~'~~x•ra.~ty 'l~ee~l # ~ ~g . Vottune _~ ~~ , Pa e #~ ~ Spec Ifausc ^ yes C# :~Q Let tines identifiable ~ yes C! too Impropcs use and mainteaanceo€ your septic system could result in its premature ~afiurG to lZaadi ~waste~, Progemrt ~~ sy°~~ ` uz pitt [hC &CptiG tars. every three years CTf appr'ez, of acedcd~y a iictsas~d piuz~ger. ~t .SaGyidaz p X;Q1;giStS cif ptampu $ e~.. euza affect the firnctipa of the septic ~~ as a treatmcazt stage in the waste disposal s}stem. ovrner agrees to su$mit io Si> Croix Zoning Degattcnent A cc~cation farm, signed by the owner and by a Tltc pmpcrty er vcri t`il2t : i} fhe on-site wastewaterspcual system masterplurabcr, ieytnanplua$bcr, re;sttict~dgtumbes or a. licensed gurFt¢ ~g is in pry= pgerating cpndition andlflr (23 after inspection and pump:ng {gE necessary?, tine sefstic tank is less tlu+A 1f3 ti pf siad~e. e tp ~~ We pF~vate sewage disposal system vrith the standards Ifwc, the Faadersignedhave read the aiaozc eats and age herein, as set by the Depattuaer-t of Comuxrce and the Departmen ~aed o the St.~Cm Carnty Zvniu Qffic~~ ~thintao~ set fcFrti., s*~afimg that your septic s}~stem has been maintained must be cQUtpleted an ds,ys of the three }tear expiration data. ~i~' ~r ~ ~ DATE S IG2jlATUEtE OF APPLICANT ~,'4~ttI~I~~t EFTI~FI£:A°~`'1[®t~d pur ~~ pwicdgi. I Cs~'•~) aFa (anal the o~~•ne~ts~ oz f ~~~c) ~ ~Cd ~~pYe, bvavF'rhFec of a warranoty c3eed"r carded in Reg t ~r cf DeerL Office. tilc~ property desert ~ t~r ~ .~~---~---- UAT~ ~~~~T~ aF Ap~LtcArrt *~~,~~~ Any infomtatian that is tnfs-represented may result in the sauftar~• rsec-aFit being rev~~ed by the ?pnixtg DcPartmeat~ ~««.«~ °'° iuciude ><~ith this ttpplicatifltt• ~ starrtped warranty deed frprt9 the Ragtstcr of Deeds offict n copy of dxc ccrtiftai survey map if rciercaCe is made ~ the .vsrraui}f deed x..1728 PAG:19O STATE BAR OF WISCONSIN FORM 2 - 1999 Document Number WARRANTY DEED This Deed, made between George M. Lokken, a single person Grantor, and Corey R. Bauer, a single person Grantee. Grantor, for a valuable consideration, conveys to Grantee the following described real estate in St. Croix County, State of Wisconsin (if more space is needed, please attach addendum): (2), of Certified Survey Map, filed Apri125, 2001 in Volume 15 of Certified Survey Maps, Page 4074, as DoctTment No. 643626, located in part of the NE'/< of the NE'/. of Section 21, T28N, R16W, Town of Eau Galle, St. Croix County, Wisconsin. Recording Area RECEIVED FOR RECORD 10-01-2001 9:45 AM iK1diRANTY DEED EXEMPT 11 CERT COPY FEE: COPY FEE: 2.00 TRANSFER FEE: 119.70 RECORDING FEE: 11.00 PA6E5: 1 Name and Retum Address Edina Realty Title 400 S. 2nd St., #115 Hudson, WI 54016 ~3aoo~~ 008-1060-10-000,008-1060-20-000 Parcel Identification Number (PIN) This is not homestead property. 1,1t) (is not) Exceptions to warranties: Easements, restrictions and rights-of--way of record, if nay. Dated this ~h ~ day of May , 2001 AUTHENTICATION Signature(s) * George M. Lokken ACKNOWLEDGMENT STATE OF WISCONSIN ~' ~ ~ k authenticated this DIANE M. BARRc~N O f 1Nisconsin TITLE: MEMBER STATE BAR OF WISCONSIN (If not, authorized by § 706.06, Wis. Stats.) THIS INSTRUMENT WAS DRAFTED BY Attorney Kristina Ogland Hudson,WI 54016 (Signatures may be authenticated or acknowledged. Both are not necessary.) ~s~~s$ KATHLEEN H. WALSH REGISTER OF DEEDS ST. CROIX CO.~ WI ss. County ) Personally came before me this ~ day of May , 2001 the above named George M. Lokken, a single person to me known to be the person(s) who executed the foregoing instrument and acknowledged the same. s Notary Public, State of Wisconsin My Commission is permanent. (If not, state expiration date: t l~f -~-~ ~ .) ames of persons signing in any capacity must be typed or printed below their signature. ~nrormaNon Frofessiona~s company, Fond au Lac, WI STATE BAR OF W ISCONSIN soobss-zoz~ WARRANTY DEED FORM No. 2 - 1999 /~, ,. ~ s ~ ~ FILED APR 2 5 2001 t lUQHLEEN H. WALSH ReAislet~f.U~~ 63626 ~`~`°~~°~' ~,` CERTIFIED ~VRVEY MAP L TED IN PART OF THE NE1 /4 OF THE NE1 /4 OF SECTION 21, 8N, R16W, TOWN OF EAU GALLE, ST. CROIX COUNTY, WISCONSIN. 1 m N r ~ m N 0 M ~ r = IJJ ~ m M ~ ~ ~ N O ~ r = O z Z m A ~~ ~I DI ~~ i ~~ ~~ ~~ I I ~I i i ~I a~ PREPARED FOR SIG STENE I CORNER Box sa ~TION 21 NORTH LINE OF THE NE1/4 LINDSTROM, MN 55045 ~ -~~G?~-~r~--LSD dLQ_[r~D~ SECT ONN2 R 8 °28'SFt~~ , ~~ ~.... 632.91' 672.91' r 30TH AVE. S86°28'58" et 626.87' . ------ E p 1259.78' . ~ . LOT 2 INC. RNV m° ~ 7.617 ACRES ~ ~ 331776 SQ FT EXC. RM/ 6.613 ACRES LOT 1 288,078 sQ Fr INC. R/W 19.115 ACRES 832,628 SQ FT EXC. RM/ 18.635 ACRES 811, 742 SQ Ff N88°19'42"W 633.67' LEGEND m 0 ~i ~N ~~ ~N - ~r m N M O ~ N :m !~ .m m c .= ~ :I m c ~ e •F :V ' T nos°26'18"W 672.73' W 625.38' 47.35' N A R ~ I . /W C - 7.122 ACRES ~ 310217 SQ Ff - ° o EXC. RM/ W 6.613 ACRES ~ ~ 288,078 SQ FT a d EAST LINE OF THE NE1/4 ~ , L ~' o, O~ ~' i ~~ ~' Cwl~ i i i ~I a~ ~I ~I i 45' 60' 618.76' SEE DETAIL x'43"W 672.43' ~ -1 o~ ^„ SOO°36'43"W - ~ o ~ I 349.24' ~ ao 50' 60' I SOO°38' 1 O"W 1694.31' L~04_4~ ~o~o~° E4/ CORNER d~~o~~ G°~~° ~~ 4~~~ ~ C.t~ON 21 --------g------------- DETAIL NOT TO SCALE Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 _ of 3 Division of Safety and Buildings m accordance wlrn Comm rso, vvis. Ham. ~,oue County must Pl 11 i i 1/2 h i St. CROiX an nc n s ze. x es Attach complete site plan on paper not less than 8 include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. QCatioa nd distance to nearest road. percent slope, scale or dimensions, north arrow, and ( 008-1060-20-000 t ° Please print all ~d_, ; ~,:>' ., Reviewed by Date Personal information you provide may be used r s dary urposes (Pn traH7, s. 15.04 (1) (m)). Property Owner ~,~~ ~' ~ .Property Location George LOkken _ ~~~"'~ 6eVt. Lot NE 1/4 NE 1/4 S 21 T 28 N R 16 Igor) W Property Owner's Mailing Address ;~ I ~{ ~ Lot Block # S me or CSM# ~ ~ '"~ ~ O ~ 386 Meadow View Ct. i ; ~ . • ~ OtiX -- a na csm ~ 5 City State Zip C e ;rrtG~ ;~ ~L Phone N CAJ"~ ° ~ ~ City ^ V ill Town Nearest Road Cet, ~,~ , ~ , EAldwin, ~ WI 540 -~~ na) ,~~,~ :a0 .F;, ,. i Eau Galle 30th. Ave. ~.. _ . ~J New Construction Use: ® Residential / N~ur~e'r df t~e r~o~1sl~_ Code derived design flow rate ~M GPD ., t , ^ Replacement ^ Public or commercia'1*-"Beseribe~"'~ Parent material glacial drift Flood Plain elevation if applicable _,~ General comments and recommendations: mound ~ el . 104.17' , based on contour line of el . 102.00' ft. ^ 1 Boring # ~ Boring ® pit Ground surface elev. 102.40 ft. Depth to limiting factor 1 '~ in. Soil A licetion Rate D th l i t C D tion Descri R d Texture Structure Consistence Boundary Roots GP D/fg Horizon ep in. or nan o om Munsell p e ox Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 'Eff#2 1 0-6 10yr2/2 none sil 2msbk dsh w 2c .5 .8 2 6-13 10yr5/3 none sil 2msbk dsh w lc .5 .8 3 13-21 10yr5/3 2p 7.5yr5/8 sil 2msbk dsh gw lm .5 .8 4 21-40 10yr5/6 2p 7.5yr5/8 sl 2msbk dsh if .5 .9 5 40-55 10yr5/6 2p 7.5yr5/8 cl M na na na .0 .0 ^ 2 Boring # ~ Boring ® Pit Ground surface elev. 102.40 ft, Depth to limiting factor 14 in. Soil A lication Rate H ri D th t Color D i tion Redox Descri Texture Structure Consistence Boundary Roots GPD/ff zon o ep in. om nan Munsell p Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 `Eff#2 1 0-7 10 r2 2 none sil 2msbk d 2c .5 .8 2 7-14 10yr5/4 none sil 2msbk dsh w lm .5 .8 3 14-30 10yr5/4 c2p 7.5yr5/8 sl 2msbk dsh w if .5 .9 4 30-48 10yr5/6 c2p7.5yr5/8 cl M na na na .0 .0 7 i * Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L luenl ~z = avv ~ ov myi~ anu ~ ~~ _ ~~ ,,,y,~ CST Name (Please Print) Signature ,• CST Number Gar L. Steel d 02298 Address Da e E luation Co ducted Telephone Number 1554 200th. Ave., New Richmond, WI. 54017 9-27-2000 715-246-6200 Property Owner George Lokken parcel ID # 008-1060-20-000 Page 2 of 3 3 Boring # ^ Boring ®pit Ground surface elev. 99.40 ft. Depth to limiting factor 10 in. Soil lication 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 -6 10yr2/2 none sil 2msbk dsh gw 2c .5 .8 2 -10 10 r5/3 none sil 2msbk dsh aw lc .5 .8 3 10-24 10yr5/3 c2p 7.5yr5/8 sl 2msbk dsh gw if .5 .9 4 24-40 10yr5/6 c2p 7.5yr5/8 cl M na na na .0 .0 ~~ # ^ Bonng ^ Pit Ground surface elev. ft. Depth to limiting factor in. Soil liption Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/f~ in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 ^ Boring # ^ Boring ^ Pit Ground surface elev. ft. Depth to limiting factor in. Soil lication Rate H ri De th Dominant Color Redox Descxiption Texture Structure Consistence Boundary Roots GP DIfti o zon p in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 'Effluent #1 = BODS > 30 < 720 ntglL and TSS >30 < 150 mglt. 'Effluent #2 =GODS < 30 mg/L and 7SS < 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 (RN00) STEEL'S SOIL SERVICE Gary L. Steel George Lokken CSTM2298 NE4NE4 S21-T28N-R16W MPRSW-3254 town of Eau Galle csm N 1"=40' BM.= top of 1" pvc pipe ~ el. 100.00' Alt. BM.= top of 1" pvc pipe C el. 98.60' ~ ~~ ~~. 1554 200th Ave. New Richmond, WI 54017 (715) 246-6200 / f ~~~ ,~ ~r~ w ,15~ y ~~ 1~ ~~, ~ ,~ ~ s~ ~ ~~ ~~ t~ ~ ~ ~ ~ z~ ~ 4 ~ D o ~ ~ '~ ~ ~ ~ ~v ~ ~~ ~o z~ ~ .~ ~ d //" i Gary L. Steel 9-27--2000 ~~,,~ FILED 9 auG -- 3 zao~ `; ~~ APR 2 5 2001 - ~ _ k~ ~~~626 K~4THLEENN.WALSH 1~ .`ia: ~ ~~Jh ~~1;1ii4 _ ..:.:...... ..~u~~.m~._ ,e ~~`°~~°•' ~, CERTIFIED S~J MAP L TED IN PART OF THE NE1 /4 OP THE NE1 /4 OF SECTION 21, •~ 8N, R16W, TOWN OF EAU GALLE, ST. CROIX COUNTY, WISCONSIN. ., --~_ ;~ NORTH LINE OF THE NEi/4 ~~-p.~_r~ir_ _~Cp [~Cq_[~D~ ~ ~ ~ LOT 2 INC. R/W .m _ a ~ 7.617 ACRES ;m m ~ 331776 SQ FT 1 ;= m c EXC. RNv ~ ~ ~ 6.613 ACRES a3 ;~ 288,078 SQ FT ~ •V ~ ' N ~p N88°26'18"W 672.73' ~ ~ C 626.38' 47.36' _ LOT 3 a9a ~ a iNC. R/W :- ~ 7.122 ACRES ; ~ ' ~ 310217 SQ FT ~ o ' ° a M ~ ' EXC. RM/ * o N r c ° ~ 6.613 ACRES ~ v 288,078 SQ FT ' "' ~° ~~- is"E 7 305 78' ~ ~~ ---- d• 632.91' 672.91' r ~ `- 30TH AVE. s8s°28'6 " ~ 626.87' ~ ~ ------ 8 E ~ 126 .78' .. ~ ~ . c~ • ... _ m ~ r Z to m M ~ r W ~ m ~!o ° ~ o Z 1 Z m A ~~ ~~ ~j i ~I (~° tLru]i ~' ~~ ~-~ LOT 1 INC. R/W 19.115 ACRES 832,628 SQ FT EXC. R/W 18.635 ACRES 811, 742 SQ FT N88°19'42"W 633.87' PREPARED FOR SIO STENE BOX 6$ LINDSTROM, MN 55045 NE CORNER SECTION 21 EAST LINE OF THE NE1/4 ~ J' L r= ~' o, ~~ i ~I ~~ Lwl' i ~I ~I a~ ~' a' -~ • 45' 60' 18.76' SEE DETAIL ~ ~~ I "W 72.4 O ~• j` .. SOO°38'43"W ~ m ~ 349.24' ~ ao 50' 60' SOO°38' 1 O"W 1894.31' d04 4 C~o`~o~t7° E1/4 CORNER d~do~]~ pQ~~ ~O~O SECTION 21 --------4------------- m 4. ~- s N DETAIL NOT TO SCALE