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016-1055-70-100
Wisconsin Department of Commerce Safety and Building Division PRIVATE SEWAGE SYSTEM 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 Kuehndorf, Justin Glenwood Townshi CST BM Elev: D ~ - ~ Insp. BM Elev: qua ~ o BM Description: ~-,,~I TANK INFORMATION TYPE MANUFACTURER CAPACITY Septic 2 Dosing b6 Aeration / ! Holding ~' ~-~ TANK SETBACK INFORMATION TANK TO P/L WE BLDG. Vent to Air Intake ROAD ~ ~ Septic , ~ ~~ \ ~ / r Dosing ~ ,S Aeration Holding PUMP/SIPHON INFORMATIONT-~i7o~~ ~-h,,P, Manufacturer Demand GPM Model Number ~ O ~/ • ~ (p ~J TDH Lift r Friction~~s System H~ T t For emain w ~Qe Len th a Dia ~ ~ Dist. to well ~ S~ SOIL ABSORPTION SYSTEM ELEVATION DATA County: $t. CroiX sanitary Permit No: 420764 0 State Plan ID No: Parcel Tax No: 016-1055-70-100 Section/Town/RangeiMap No: 25.30.15.391 B STATION BS HI 2 FS ELEV. Benchma~ ~~ AcvC~. 2 /b 2• ,6 Z 3• l ~ a 9s.~3 Bldg. Sewer . O / ~,~ 7 SUHt Inlet 5 D , ~ S ~~ SUHt Outlet ~-- Dt Inlet Dt Bottom p. 0•7~- eader/Man. ~ • Z 2 •~ /Ob~o"~ Dist. Pipe ~ •23 ~Qr~'~ / Bot. System 3•~~ Z .g / 99 .Z.~ Final Grade ' -F f St~v_er ~ ~ ~ 9 b$ ~~ ~ ~ i c>L ~•85 y .~~ BEDITRENCH Width Length No. Of Trenches PIT DIMENSIO o. Of Pits Inside Dia. liquid Depth DIMENSIONS ~ . 2'~ ~ / • SETBACK SYSTEM TO P/L BLDG WELL LAKElSTREAM ACHIN Manufacturer. INFORMATION CH BE R T e,Of S stem: yp1'e, y ~' ` ~ `/~~., 1 ~ U Model Number: DIST131B1~TION SYSTEM _ i ~, I ~~1On/. /~c~20- Lt1~ Head Len th ~ 9 anifold Dia _~ Distribution (t Pip9s) f _, ( Len th (~ Dia _L~ / S acin P 9!- L. x Hole Size y x Hole Spacing ~/ !7 V~Iyt t ke (..~ ~i~. d f SOIL COVER Bed/Trench Center x Pressure Svstems On Edges S [~ Yes ~, No I ~ Yes ~ No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1:~/~/ d Inspection #2: ~ 7 / Location: 3225 140th Ave Glenwood City, WI 54013 (NW 1/4 NW 1/4 25 T30N R15W) NA Lot ~Q ~ Parcel No: 25. 0.1 .3916 ~t~vr~ ~ 1.) Alt BM Description =r~'z'~ rJ y" ` n~„~~1a1~*4't ~ -~~ _~'G.G~d Z(T1L~ '~D .S~l.~" 2.) Bldg sewer length =) g - 303 (~~ + S ~ `f~' n~ dc, ~~1.du~- (~ea%~rk-7~~au0-~,~~ ~i~~~ - amount of cover = /~" - / ~. ` ~~.L-Q/ .SU I ~- ---r- Plan revision Re uired . ~ , ~ ' y ! ~ I ~ CP Jr~~I Use other side for additional information. No __~ 1~ ~ ~ 3 ~ _ _ _ ~~___. _~ ~__ SBD-6710 (R.3/97) Date Insepctor's Sign ure Cert. No. xx Mound~Or At-Grade Systems Only .i~l"1~ xx Depth of xx Seeded/Sodded xx ulche -- ~ Safety and Buildings C~wison Washington Avc., P.t:). l:~ox 7162 20l W county j ~~ w ~~~~ ~~~~ . >Ltadison, W! 53707 -- 7 !tit 3 ! 5 I Sanitary P 't Nutnbcr (to be died in by Co•} ~ ' i (608) 266- a ~ De artment of Commerce •~-- State plan 1.D. tiumbrr Sanitary Permit Application ~, ~ --1 ~ ~ In accord with Comm 83.2,1, Wis. Adm. Code, personal information you pro~•ide project Address (if different than mailing address} be used far secondary purposes privacy Law, s15.04(i)(m} tt~ y -.~ • .3 22S / ~U~ ~ ' I. Application Information -Please Print All Ietformatlon +~0 J•h ~` ST• _.__ parcel # / Slock # _ ©wnar's Name ~ j'~ , ~-~ _ ~ - d ~OV -,~-y,,,F---~--a ~ r 3 T S ,, ~ - y ~ _ / y Logan ert rop ZS. 3D• 15 ~ 3~L~ 3 /! W , C fi^i ~1-?-- P Owner's Mailing Address ~ 1 _ ~ ~ ! ® ~t.. ~ 3Z.~ 5 iaL~~e.J e+c~t~ tn~ ~ /CIL: / '.•'., Bettina •Z-~_ , Z;p Cie Phone ]vuml~er ~/ S~ State City , ,.-_ 2 role t~ e9t7 W ~ 3 ~ ~ T ~J O N; +c[r~.._.E II. Type of Building (check all t apply) t/ -~L V ~ Subdivision Name C5tvf Number ~1 or 2 Family Dwelling -Number of Bedroarns - -•-~• ( ~ ~ ~L-s3 vG~ (' ~`JJ J ^ PubliclCommercial - Descn'be U e ~ Q~ .Z X ~p Oh Cd7l~NrL ~` ~h'_ ~ ~ownsMp of ~~ -' D State Owned -Describe Use III. Type of Permit: (Check only one box on line A. Cotnple lens ~~+~~E p`' New System ^ Replacorncitt System ^ Treatment!Holding Tank Ri:placament Only ^ Other Modification to Exiadng System -"~~ List Previous Permit Number and Dace Issued B. ^ Permit Renewal ^ Permit Revision ^ Change of ^ Permit 7r3nsfer to New Before Expiration ~ Plumber Owner iV. T of POWTS S stem: Check aA that a 1 _ ~"'~ ' ^ Nan -pressurized !n-Ground ^ Mound i 24 in. of suitablt sail ~Maund < 2 in. of suitable soil ^ At- der ^ Singit Pass Sa d Filter ^ Constructed Wetland ^ Pressurized ]n-Crraund ^ Bolding Tank ^ Peat Filter ~.~ A..erobic Treatment Unit ^ Recirculating Sand Filter ^ Recirculating Synthetic Media Filter ^ Leaching C mbcr ^ Dri Line ^ Cttavcl Pi ^ ther ( lain) ~ +-- ~, pis reattaent Area Information: Design Flow (gpd) Dsaign Soil App canoe Ra 'speraal Area Required (sf; Dispersal Area Proposed (sfj System Elevation 33 ~ ~ C d ~ ~~ ~ Dc ~rJ~,l/, Prefab Site Steel Fiber Plastic ' VL Tauk Info Capaci in Tate! Number ,. I ~ v Concrete Constructed Glass ~ Q~X X Gallons Gallons of Units !N / Ci w lixisting ~ N ! e Tanks Tsakt _.-. r ,-~ Septic or HoldinS Tank ,,,r ~ - Aerobic Ttealsmet tJnrt D d~ r- Dosing Chamber 7 _ _ . VII. Res nsibi#ity Statement- >4 the undersigned, assume resgoasibillty for ins lllatian of the POWTS shown oa the attached pbas. Business Phone Number Plumber's Name (Print) Pl tier's ignature RS Number 1 f j~ ~-` Irk'.' . z ` '~ L S'' ( er's Address (Street, tY, Stabs, C b Pl ) VII oun /De rtment Use On Sanitary Permit Fee (includes Cfrour,.dwater Date Issued uing ent Si a (a Stamps} Approved ^ Disapproved Surcharge Fero) ~ ~~ S- ~ ~~ © ~~~Lj/li~..~ ^ Owner Given Reason for Denial Condidoas of ApprovaUlteasons for Disapproval ~,Q/ y~jrJt~t USES /~' ~usN~ 4~ ~? CS/ns , L ~ ~ .n ~~rn/De~s OWn~ a Ra.T~c~Jr / 0'31 L-G?-.Z..Sbt/~ff~ 1a~' /i%~r~-. ~ 2rd Gtv S~-S ~ ~sr l~~lc.r2 ~.1 d ~ ' e qui ~ S S~i-''~ (~ !,, 0>`l LoT Sunwr~ 1J,>~s,ors jdiss y . yrs. ~ ~'rr~d B ~ i~(~ Sa rf I ba ~ vz S ~ ~r/Lt~ 7~ ~ b n ~ Z ~ ~~u,~n ~~ rt- ~~ ~o~-1i~1 ShGYJK brt CSNI 3~ ~ ~03 /Jtl~'~ / ~-cvr~5 it -f ~n,~n-t,~r -fir, Gt~c- Sf~S-~h-` Ni~l,~-~tLv+,Qa~ Attach complete platy (to the County only) for system as pUper not isle t6aa 8111 x I l IacMas la size ~~ ~ ~NIGC~'L- d ~ f~~ ~~ ~ ~" P~ Z c u m c .~ I ;~ ,~ ~~ t ~°~ ~, ,~ ,, ~~, i g r- ~ ~ .~ ~ ~ ~ ~, ~ ~ L ~ ~ ~' ' ~ x ~ ~~~~ ~~~~ ~ e+ ~ ~~ ~ ~ O ~ z v 8 ~, 0 ~~ Q~ ~~ v ~ ~---- g ~ a ~ ~~~ ~ r ~ way c ~a~ -~-____ ~ ~ ~ ~~ isconsin Department of Commerce Safety and Buildings 141 NW BARSTOW ST FL 4TH WAUKESHA WI 53188-3789 TDD #: (608) 264-8777 www, c o m m e rc e. s to te. wi. u s/s b www.wisconsin.gov Jim Doyle, Governor Cory L. Nettles. Secretary March 26, 2003 CUST ID No.224617 ATTN: POWTS /nspector LYLE J MYERS NORTHLAND PLUMBING INC E1556 ST RD 64 BOYCEVILLE WI 54725 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 03/26/2005 ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 ~'~a0~ Identification Numbers Transaction ID No. 851718 SITE: Site ID No. 656990 Justin Kuehndorf ~ Please refer to both identification numbers, ~~S'140TH Avenue ~- ~ - Skkr~ OrF'I~L~ above, in all cones ondence with the a enc Town of Glenwood, 54012 GZo~GP~1/ t roix County 1/4, NW1/4, S2~ T30N, R15W FO Object Type: POWT System Regulated Object ID No.: 896394 Description: 600 gpd design wastewater flow mound system. 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: • This system is to be constructed and located in accordance with the enclosed approved plans and with the "Mound Component Manual for Septic Tank Effluent for Private Onsite Waste Treatment Systems" SBD- 10691-P (N O1/O1) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems" SBD-10706-.P (N 01/01). • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. In addition, the owner must insure that the operation, maintenance and monitoring duties as described in section VIII of mound component manual are complied with. A copy of this information must be Qiven to the owner upon completion of the project. ....~ /~,• Maintenanc e iven to the owner of the tank ex lainino that eriodic an' ~ of the filter is required. Access to the filter for cleaning must be provided per Comm 84 product ay~ro y§onelt(1~gs. A Sanitary Permit must be obtained from the county where this project is loc~l ~t ~~h the requirements of Sec. 145.135 and 145.19, Wis. Stats. sip ~4,p~, tia~SS~~~~~ Inspection of the private sewage system installation is required. Arrangem~ inspec'C~h~ shall be made with the designated county official in accordance with the provisions of Sec. 145.2(~~ ~W"is. Stats. 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/instal I ation/operation. LYLE J MYERS Page ? 3!26!03 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 stars 101.12(2), nothing in this review shalt 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. The above left addressee shall provide a copy of this letter to the owner and any others ~vho are responsible for the installation, operation or maintenance of the POWTS. Sincerely, V 1 Thomas J Perkins POWTS Plan Reviewer ,Integrated Services (262)521-5064 , 7:30-4:00 tperkins @comn-erce.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 j " r Mound System Cover Page ~ ~ a _._. ~' ~Q E~~~ ~~ Project Name: KUEHNDORF MOUND Owner's Name Justin & Tanya Kuehndort Owners Address 311 W. Walnut Glenwood City, WI 54013 Legal Description NE ~ %4, Nw ~ '/4 Sec[ 2S T 30 N, R 15 W ~ Township Glenwood County Saint Croix --_-~~ Subdivision N/A Lot# N/A Parcel fD# Table of Contents Pg• 1 Cover page R~C~~V~D 2 Mound Sizing Calculations 3 Pressure Distribution Layout and Dynamics VigR 2. 1 ~~03 4 Dose Tank 5 Management and Contingency Plan SAFETY & Lt.DGS• OtV• .6 Plot Ma ( ~../ total # of pages: 6 Designer Name: Lyle J. Myers - MP/License #: I.D.# 224617 ~ ~ Date: 3!11103 ~fi s Ph. #: 7156432520 ~) ~¢l~ c ~/~ Signature: ~~,,(~ ~ qy~~~ Mound S stem Desi n Methods Used T ~ ' I a0 o~~i~~b Y 9 ,y Cog per "Mound Component Manual For Private Onsite Wasteyuater Treatment Systems" (Version 2.0)SBD-10891-P (N.01/01) ~~~ per" Pressure Distribution Component manual for Prnrate Onsite Wasteveater Treatment Systems" (Version 2.0) SBD-10706-P (N 01101) CSC` Spr~dst~eet provided by: 3bAdvisement N12486 220th St, 8oycevitle, Wf 54725 Ph; 715-6436068 email: 3ba~3badvisement.com f ' Mound System Mound Sizing Calculations Project Name: KUEHNDORF MOUND Site Conditions Project Type: 1 or 2 Famiy Dwelling ~ Slope: 5 °~ # of Bedrooms: 4 '~ Depth to limiting factor: 26 in. Absorbtion rate of fill material: 1 gal/ft2lday Absorbtion rate of in-situ soil: 0.5 gal/ft2/day Effluent quality Eff#1 ~ Max BOD effluent value: 220 mg/I Max TSS effluent value: 150 mg/I Mound Plan View ~za6 1.0.0 in. 15.6 in. 9.5 in. 6 in. 12 in. 8.6 ft. 82.2 ft. 5.6 ft. 9.2 ft. 1 ft. Design of the Distribution Cell Basal Area System Design Flow: 600.0 gal/day Basa! area required: 1200 ftz Distribution cell width (A): 9.23 ft Basal area available: 1200 ft2 Distribution cell length (B): 65.0 ft C~ ~~)x J ~i ~ q7, q Area of Distribution Cei1: 600.0 ft2 Observation Pipes Contour Elevation of Mound: 97.50 ft '~ Location from end of cell (Z): 10.83 ft System Elevation of Mound: 98.33 ft/ Final Grade of Mound: 100.13 ft ~ Dbser*ration Pipes .3L Z-'-I IC I~i9#rib~#st~ iX ~ ~ : v B ~I~-K I Tilled ArealFill Material L Mound Cross Section Final Grade-~---'~, Synthetic Fabric ~} Distribution Cell Q System Elevation b .4 ; ~e Cover Material ~ t_atere Fill Material ~ Irnvert ~~-Slope Design of Entire Fill Cell depth at upslope edge (D): Cell depth at downslope edge (E): Distribution cell depth (F): Cover thickness over edge (G): Cover thickness over center (H): End slope width (K): Fill length (L): Upslope width (J): Downslope width (Toe) (I): Fill Width (W): Observation Pipe G Q d ~`b° F ~ ~ 1 3~ led Areas ~',"-- Fo rce m ai n ~`-Syste m Contour Notes: Fill material to consist of ASTM C33 Sand Distribution cell aggregate to comply with Comm 84.30(6)01 Synthetic Fabric covering on cell per Comm 84.30(6)(8) Distribution Cell to have minimum 6" aggregate below lateral and 2" above. ~~'~ a_ Mound System Papa 3 d 6 Pressure Distribution Calculations Project Name: KUEHNDORF MOUND Lateral Layout--~ Q,Q`3 Lateral/Manifold Design ~ Lateral elevation: 98.8 ft Lateral diameter. 1'/~ ~ In. Rows of Laterals: 3 Lateral spacing (S): 3.5 ft Manifold type: center • Lateral to cell edge: 1.1154 ft Orifice diameter: o.1z5 ~ In. Lateral discharge rate: # of Laterals: 6 System discharge rate: 46.96 gpm Distal Pressure: 5 ft Manifold diameter: Z ~ n. Lateral Length: 32 ft Manifold length: ~~ Orifice Spacing/Distribution Forcemain Friction Loss Orifice spacing (X): 20.76 Inches Forcemain length: gp ft ~ ~ y~ Orifices per {atera{: 19 Forcemain diameter. 2 ~ In. ~ Avg. ft2/Orifice: 5.26 ft2 Friction loss in forcemain: 3.553 ft ~ , ~X Lateral Side View Lateral Plan View - Lateral Length -- ~ Turn-up wlball valve or cleanout plug Orifices on bottom of PVC laterals and forcemain to comply with Lateral equally spaced specifications per Comm 84.30[2][e) Forcemain connection via tee or cross to manifold at any point Clean Out Detail Clean-out plug Grade r or ball valve Sprinkler Box Long Sweep 90 or two A5's1 Observation Pipes 6" Minimu~ Y~ dJater tight cap or plug Note: Cbset Cotlar may be used in place of 3/8" bar '318" Bar ~y) ` ' Mound System Septic, Pump and Dose Tank Project: KUEHNDORF MOUND Tank Infiormation Pump tank manufacturer: Wieser Concrete Pump tank size/model: wi2so/~SaMR Pump tank gaUinch: 16.12 Actual Pump Tank Volume: 758 gal Tank bottom elevation (inside): ~~~~ft Septic tank size/model: w12so/~saMR ~ --~ Pump and Filter Pump Manufacturer: ~1..i#~tle-G" Pump Model: /S 9 Effluent Filter: Zabel A100 Note: Access opening of sufricient size to be provided to allow removal of alter. Opening to terminate at or above grade. Pump Tank Diagram Watertight Locking Goner 4 Inch With Warning Label Minimum Finishes Grade Alternate Outlet Location Elect. per Comm 16.28 and r a ~ NEC 300 Weep Hole A or Anti- 5iphon B Device },, G V D Pump must be capable of: and head pressure of; ~aots Dosage Volume Forcemain drains back to tank? OQ Yes O No Lateral void volume: 20.3 gal Dosage to absorbtion Cell: 101.5 gal Forcemain volume: 13.9 gal Tota! dosage: 115.4 gal Total Dynamic Head Are laterals highest point? y if not, enter highest elevation: p ft ~ ~ ~ System head (distat x 1.3) 6.50 ft ~u ,~ Vertical Lift ("D" to lateral) 10.17 ft 1 ra>~ Friction loss in forcemain: 3.55 ft ~ h `~ Pressure loss from filter: ~ft Total dynamic head (TDH): 20.22 ft Dose Tank Levels Imo. Gal A Reserve 29.9 481.4 B Pump off to Alarm 2.0 32.2 C Total Dosage 7.2 115.4 D Effluent depth for pump 8.0 129.0 Total Capacity: 47.0 758.0 ~~ 3 ~ r W ~2 -' Q 47.0 GPM ~ ~ n / 20.3 Feet -~ri G-~ stn ~~',~~.. ~-. a~' r-n ~, i . 'C"D to / ('r~P x'1'1 --~ . s~-~ to h 7.3 W~ I $ ~ a z.s 0 Little Giant FLOW- GALLONS/M[NUTE 9EH PUMP PERFORMANCE CURVE 115V 60HZ ~`f2a ~(n Mound System Management Plan pursuant to Comm 83.54 W. A. C. page 5 of 6 Owner's Responsibility: The component owner is responsible for the operation and maintenance of the component. The county, department or POWTS service contractor may make periodic inspections of the components, checking for surface discharge, treated effluent levels, etc. The owner or owner's agent is required to submit necessary maintenance reports to the appropriate jurisdiction and/or the department. Septic Tank: Septic tank(s) are to be inspected routinely and maintained by department approved individuals when necessary in accordance with their approvals. The use of chemical/biological "treatments" is not required or recommended. If such additives are used, make sure they are approved by Department of Commerce, Safety and Buildings Div.. Effluent filters are to be removed & Leaned as necess rovisions to keep solids (~' from passing the sep Ic an of the usable tank volume may be occupied by ~~ sludge/scum. 3~rear inspection: If tank has greater than 1/3 volume sludge, tank contents must be emptied and disposed of In actor ante with NR 113 Wlsconsln Ad 1 Im sn ~"a'fIV€CO~~~ ap~prove31na1v1 uT a1-lf~ie "C~~"/ inspector does not recommend pumping of the septic tank, then the owner must be notified of when pumping should be done as to not exceed 1/3 sludge volume. Septic tank should be routinely inspected to be ~ ~~ watertight and of good repair. ------- Pump/L)ose Tank 3 ~~ If an effluent filter has been installed in the pump/dose tank, it must be removed & Leaned as necessary, with provisions to keep solids from passing to the mound component during removal. The pump, float switches and alarms must be inspected at least every three years for proper operation. Pump/dose tank should be routinely inspected to be watertight and of good repair. Mound and Lateral System The mound system component must remain free of ponded surface water prior to pump operation. If 4 inches or more water level is detected in the observation pipes, the owner must be notified of possible problems/failure. The designed daily flow capabilities of the component should never be exceeded. Trees and any other deep rooted vegetation should never be planted, or allowed to grow anywhere on the component. Activities OTHER than mowing/maintenance (i.e. excessive walking, pets, vehicles, etc...) could compress the component and reduce it's absorbtion capabilities and/or possibly cause it to freeze in winter conditions. Lateral distribution pipes should be flushed out/tested every 18 months using the cleanout points at each end of the component to remove scum that may Gog orifices. Performance Monitoring: Performance monitoring must be done at least once every three years following the instal{ation or at the time of a problem, complaint, or failure. Contingency Plan: if the septic tank, pump tank or any ofi their components therein (including floats, alarms, pumps, etc) become defective, the defective tank or component must be replaced immediately to ensure that the system can operate as designed. If the mound component cannot accept wastewater or ponds wastewater to the surface, the component must be repaired or replaced in it's current location by either: extending basal toe to provide added absorbtion area; or by removing the clogged bacterial mat,aggregate cell, and distribution piping within the mound and replacing said components in order to return system to proper working order as required. v o, Z u a .c r 1 ~. 7 ~~. r, ~~ ~ ~ c~ o~ 0 ~ ~o " ~ ~ ~ ~ ~ r c~ ~ ~ H , • . ~ ~~ , ~' , ~ ~ ~ ~ ~ r ~ ~ ~ ~ v ~\ ar- ~ O ~ ~ _ v 8 ~, • e ~~ a c'~. ~~ v ~ ~ a ~i ~ ~~~ ~ "'' a ~ r t_ ~ ~ ~~'W ~ ~ ~~~~ ~~ ~ fient By: MF L.as~rJEt 3100; 1 715 552 8827 ; Mer-13-03 11 :21 AM; Page 1/1 . ` 08. X8/02 07c56 FAIL 6S1 7J1 9_767 _J]Q~,5AZE3 COMPANY ~ PREFERRED EAU C ~Q1002/00~ -- ~~e L~ N ~d aa- X12 '0' as B ~ 26 S i 10 PU-~P PERFfJRMANGE CURVE AIODEt.5 ~~~jZ~2.j153 ~ ~ ~tl 60 ~ UTCRS G ~p 150 2i0 ~~b P1.bw Pil! MWUTE oui1.TY~P CONSUil'FACT4RYFAR SP~CIAt,pPFLlCATIGN9 .gp~i~l(~t~as,lofdu~IrxsYst~a~s~ .~ ~OYM-9 '~ygpdY"~"vs~i~ldYlv~llloals~ili~ ~- ~ ' FM~N4?!1. ~dvw1~C`F,(S1•C.~ppdalq~alaUoiusW~~ tdTAL DYNAMIC NEAP/f LOW PER MINUTE EFFLUENT AND UEWaTERiNG Made1151 > >~ a tI+ ~ 7!0 I i i ` I 0 ii ~~~+ ~ ~ ~ _~~ + ~+ J~IIY~I~eFw~s,N'~~~w1 Wt~Wiri WmtlNla~e~hMy+ ~ i ~mn~ d~MlMdlwCoow~wwP~ M~4'm~ w+r~ ModeI~152t153 i f a i/s waa< $p,6CT10NGUiDE 1.8i ~Jt~pbpF}+O~IT7. ~ S+~Ag11~~~~ ~3} ~ YBd~IeIMHtaNr+bw~K~1 a,+• R~SERYEpDyVI~I~DDESIGN Fgvnueueica p~aa~nootl'rd°upn°4~"e'yz°aUwPumP- w~,tvr~a~coc +on Ia~KY p~3~- jyr/~vor.. •-- ~.~~......~.~..~ P1liLlP lam. ~ --- 1S11iS711 FROM NORTHLAND PLUMBING, INC. FAX NO ' U3/~1/03 hl'ON 16:20 FAQ 7!S 38d J68~ .~"~•. ~553a92 715-643-2520 Apr. 01 2003 08:05AM P2 s'r cR.~ ~ •~ ~ 1.u.~ 1;~~ /,' - .~' _ ~c~-~~~ 1 n? i~8 C RT ~ ~ I ~C~ SU~~V EY MAID 1 A. of Seaton 25, T30N~Rl5W. ~owx. Located in tih4 NW ! /4 of t'aR NWiscoa.8an, 't Ck,u~l~"~' "~'~ Gisawood, St. Cxoix County. 8uxveyed ios; Sosopiz D*sxlex~~~ ;~ '/ Glnn'~•oc+d City rL ~i 54013 N 114 COR , sit. ae I ~ ~ C M~ _ ~~ ~ . i. s o~~~' ~ IS.l~'~ f "'r ~I,T~' I ea.or' I 1 ~r. i 6 'I {~ I • f 0 ~ ,w I ~Al Z M ` m 111 ~ `~ ~ ~~ ~ J ~' N I ~) I FILED ~ DaFC 0 y 1996 ,- a ,. .~ S tK YIr~MI ~ ~ ~ ~i~rl ~~8Sii0 ,~ ~ 4- e I~EERKTS~HNCl1P~ GMUMSNT °j,.y ... '* ~ ° i ai.ss .R/~N. ~~T. 9E7 Hi N6 ~~ ~~ ~• o \~ '~ E * i ~~ ^ ;oo ~. .oe ~' d ~ toe 3t Hoa~rin,ga re'~esencad xo the Went lice of the NW 1 /~ of Section-25:„ as au~ed ~~', 7 A ~~-~` a ~~ -.~~~~MRYC LO/~lS~ 3a' R ~ N~CWD~NB 'TT ~QF WA11C.! ~ I ~ ~ I K8 AG. l s~a~ate ao. . (13F = e~ `~AT ~xGWbiNa G' ' ~ w ~) ~1 Z .~+~ .. '~~ ~~ 11 n ~^90' q•r ay ~ •'' ' f ~ I ~e~s i fs.3=' ~ e I'~ 1~ Nw tARMER • SECTION ~$ • E -~NC~ esa.~o' ~r . _ ~...- -8 0 i '20`ic ~ ~ 1788.38' '~e 6 ;~ W I/4 cGR . WEST t~NE OlK TM7r NWI/4 SEC, ?b ST CROIX C4UP~'i.'u' SEPTIC TANK MAINTAN ~C;i~ .+1.trREEME2JT oWx~RSxtP cERTr~1cA`r~rs~ FORM QwaerlBuy~ `~ Mailing Address .... ~ ~ ~- ~..~ ~ ~ ~- A _ C.L,..L. 3 2 2 5 1 ~- 0 ~ ~ v-e , (f a~-~ s ~u~ ~ ~~re- a-~e,~ afi' Lo~r 2. Pmperty Address (Verification requited from Planning Departmont for na ~ constractionj Old - .. v ~~ City/State ...,,~,_~~. -~ ®~ Parcel Id tification N~iamber DoT i = ,3 ~~ ~ ~d ,D~ ~-e'Z°'°'"r ~ ~ UTZ .3, ~~~~ ~ ' f y ,Z,~' 3v (S W, Town of ~ ~`~?~~ property I.ocadon ~'~+!I~ ~ y4, Sec. ,,,_,,.,_.~ T___~_. N-It,,...._.. ~ ~ .mot#. ~ .: Subdivisioa _ ~ ~ ~~ /a~'~q b Volume-' .,. ~ ~ .Page # ~3 Certified Survey MaP # doe. t-a ~~ g' O g Volume ,.~ ~ Page # ~ ~ g ~• Wst~-nty Dead # ,_...~-- ~3 a, i 3~ "~- 5~~ f ll ~ ~ ~(0 3 `~ Lot lines ideati$able C] yes (~ no spec house Cl yes t~ no ,uace and ttuintanaaceof your septic system could:exult in it~t pretnattue failure to handle wastes. Pro tpernto 8~ or sooner. if needrd by s liceesed pumper• What you put . waais~ of p~,p~g put ~a septic tick awry three yoars oat- fact ~ °n of the sepdc taalc as a treataaent swge is the wasus dsposai system. D artu:~eat a ce~icatioa form. signed by the owner and by a ~ prppe~ty owner agrees to s~sbmit to st. +CYoix zoAiug ~ ~ verai~-iA8 tbst (i) the op- site ass~~-~ ~ system mastorpi~er~3a~plua~bcr, nsuictodpluatbar of a liceASed ptwape ~ tank i8 less than 1f3 fWl of sludge. is in proper oi~~ co~adition aadlar (2) after inspection and punapiag (if ~ieceseacY), tin septic vale sewage disposal ~~ with the sauadards have read the above requirements sad sgcee to maiats in the pri u~, Slaw of Wisconsin. Certification Itw0. ~ ~t by the Dopattuuat of C;ommerco snd the AeparhuGnt of Natural Rdw Officx'~thia 30 sot Earth. ~ c stew has been waiataiaod must be completed and svturaad to the St. GYoix Cotatty Zoning statics t1n't 7-~ ~ iration dato. ~`~,` days of the threo year exp ~G... =-~•~ f _ DATE NA APPLICANT r ~ arc the own(s) °f I we certify that aU statements on this fotrn arc true to the 'b Ra~~ ter of Dew Oftlcec. I (we) am ( described above, b iatue of a wsttaaty decd recorded w 3 ~c'~--L~ tiie propertl+ DATE NATC3RL+ 4 I.IC.ANT ,~,~«.~:* **« mm~ation that is mis-reprosanted may result in the sanitary pcrazit boiag revoked by the Zo~B peparttnent. «.. pay inf tieatiea: a stamped watxaaty deed i}om the kegister oP Deady at~ae •a Iaciude with this app a ~Py of the certltled curvay tt~ap if rnfaraaca is made iu the wam-nty dead , l e ~ ~ r/ ~ ~ .~~ ~` E-CoL~ ~°~ ~ C'~J /~'/9~ 553092 ~ ~ 3 2 ~ ~~ 3 ZZ ~- ~ I,~~~ t--~~z ~d~ 5J~~9~ ~55y fol P L oT~ t/z~~93- ~~ ~63~1' .~ .~:, I a I~Q CERTIFIED SUR~/EY MAP Located in the NW 1 /4 of the NW 1 /4 of Section 25, T30N, R 15W , Town of Glenwood, St. Croix County, Wisconsin. ~ CF~.u.~1~nc; ,bs'C Surveyed for: Joseph Draxler ,,3 ~~ ~ ~/ Glenwood City DNS '~! 2 Wi. 54013 N I/4 CDR. SEC. 25 3 N N IQ 0 z ~? SO°39'50"E Is.zl' a1.~6' al I H O W Z_ J W Z W V I 2, 1 17.78 Is I I I ~` ~o) I ~ ~ ~ ~ ~ I~ 3 W z ~ ~ x I ~ ~ ~ .~~ I~ a N p~ W ~ x I~~~,~ mi ~ _ a I~ ~ z 97' 0 ~Gy~ \~ ~9 ~~ ~• O ~y ` 9 ti ~'~, ~°s m \ I I I I. I I~ NI°30'07"W 124.64' ~~ ~• LEGEND SECTION CORNER MONUMENT (BERNTSEN CAP) O I ~~X 24~~ IRON PIPE WEIGHING 1.65LBS./LIN. FT. SET. oEi-'ILE1~ 3 ~ 0 9 1996 - ~~ ~r ~_ ~~ ~ ~ ~ S.T ^% SCALE IN FEET 4" • 200' O' S0' 100' 200' 400' 600' Bearings referenced to the West life of the NW 1 /4 of Section-25, ,assumed N00°14'20"W . ~ -. S 00'14'20"E 531.35' ~~ 1 ~~ `3 ~ I 4. ®~ ~ ,~ 613,314 S0. FT. .4.08 AC. I INCLUDING RIGHT- F-WAY ~ a~ 592,075 SQ. FT. ( 3.59 AC.) '~ -~I EXCLUDING RIGHT-OF-WAY z c~ ~ WI N ~ tU al o •' -II N ~ 'I m I ~Y~ ~~5~ l.J"'') .~ ~.o:-~~~ 88.22' i 26.32' NW CORNER SECTION 25 T30N, R15W N Z N 06' 15.44 "E 712.13 _ .:_ °~' FENCE ~ :,. ~ ~ y ~ ~~~0°1420°W M _ _884.40 _ _ _ _, ,.j~r~ a vv~iw'cv"E 1788.33 ni~ L7 ~p WEST LINE OF THE NW I/4 ~7.~ WI/4 CDR. ' SEC. 25 UNPI~AI~E~_ LQ,ND~ "' . C,ROIX COUNTY ... _ ~ _.+ Y 9 ~O ~~0 21999 ,~ 5 p~G Nww~ ~M ~ 1p ~~~~9~, ~ ~ C ~R T I~ I ED S UR V E ~' M~1 R Located in the Northwest quarter of the Northwest quarter of Section 25, Town- ship 30 North, Range 15 West, Town of Glenwood, St. Croix County, Wisconsin, and also in the Northeast quarter of the Northwest quarter of Section 25. Joe Draxler Glenwood City, Wi. 54013 NORTH L/NE OF THE NWl/4 UNP.LATTED_LAN = SB9°l2'26'E /259.66 '14 140TH _ AVE. NWrCorner Section 25 T 30N R 15W . '(,~ A i o' s£reacK 6g6 ~ ......~~ . -- ............. '~ ~ `P~1J ~0 SvtF ~ m ~ ~~e. 0 3A~;~ m~~~ 3 ~~ ~ !L®7T- 2 Ql m ~v ~ =; 3 ors-`os~~ ~~-a~a ~° ~ ~ '~ J ~ o ~ J- p i cv O i ~ o ~~ v ~~/ ., ~ o Q~ o ~~ o ~ ~, Z Qv / ' ~/ v. J~ N 89'12'26"W 363.05' UNPLATTED LANDS m l40 TH AVE. "' S B9°l2'26 "E M O ~ 66.02 N ~ ~'~"~j '~ N89°42'48"W '~ p _ • o ^ 66.0/' ~ h ~ a ~ ~~ Z N h Oh 1,~E ~ o ~ Nye EAST LINE OF THE NW-NW M Kl l3/B.ll' 3 °l2'26' E N1]~Corner Section 25 T30N, R 15W . lq~~' o~°S,~' ~2 SCALE IN FEET l~= 200' 0 200 400 Legend Section corner monument (Berntsen cap). 1 "X24" Iron pipe weighing 1 .68 pounds per lin, foot set. 1" Iron pipe found, Bearings referenced to the North line o~ the Northwest quarter of Section 25, assumed to be S89°12'26"E. Lot 2 contains - 349, 887 sq. ft. - (8.03 ac). Including row 348, 732 sq. ft. 1 (8.01 ac). Excluding row. ``I~IIIIII/Np~~ ~~ ~ V _~~R~EY 2 u . y~g91V •.~ ~. r ~ t ,.. - Document Number '1 102u~' 50(~ STATE BAR OF WISCONSIN FORM ! - 1999 WARRANTY DEED ~~ This Deed, made between Kadineer's, Inc.. a Wisconsin Corporation Grantor, and Justin J Kuehndorf and Tanya R Kuelr~dor~ husband and wife as survivorshiQ marital nrocertX, Grantee. Grantor, for a valuable consideration, conveys and warrants to Grantee the following described real estate in St. r i County, State of Wisconsin (the Property) (if more space is needed, please attach addendum): Lot 2 of Ce Survey Map, Recorded in Vol. 13, Page 3700, Doc. No. located in the Northwest Quarter of the Northwest Quarter of Section 23, Township 31rNorth, Range l5 West, Town of Glenwood, St. Croix County, Wisconsin and also in the Northeast Quarter of the Northwest Quarter of Section 25. Area 68/+088 KATHLEEN H. MALSH REGISTER OF DEEDS ST. GROIX CO. , ilI RECEIVED FOR RECORD 87-15-2002 9:30 At! WNRRftNiY OEE6 ENEMvT 3 REC FEE: 11.0@ TRANS FEE: 99,@0 COPY FEE: CERT CORY FEE: PAGES: 1 ~ Name ani Return Address BAKKE NORMAN, S.C. 900 Main Street PO Box 54 Baldwin, WI 54002 Together wi[h all appurtenant rights, title and interests. ~ 0 7p ~ a,(f ~ G ~' ~~ Pa tdication Number (PIN) This is nflt homestead properly (is) (is not) Grantor warrants that the title to the Property is good, indefeasible in fee simple and free and clear of encumbrances except easements, highways, utility rights and reservations of record, and will warrant and defend the same. Dated this _ day of June, ~. AUTHENTICATION SiRnature(sl Michael Kadinaer authen[icated this _ day of June , 2002 TITLE: MEMBER STATE BAR OF WISCONSIN ([f not, authorized by >}7l)6.06, Wis. Stats.) THIS INSTRUMENT WAS DRAFTED BY Thomas R. Schumacher BAKKE NORMAN, S.C.. Baldwin. WI 54002 (Signature. may he authenticated or acknowledged. Both are not necessary.) KAD G~R~S, Imo/ '~ BY: Michaei Kadtneeg Vice President ACKNOWLEDGMENT STATE OF Wisconsin ) ss. St. Croix County ) Personally came before me this day of June , 2002 the above named Michael Kadineer to me known to *~ Notary My Co `Names or persons signing in any capacity must he typed or printed below their signature. SPATE RAR OF WISCO[ WARRANTY UEEU FORM Nn. ] - 1999 wbn executed the foregoing ie same. ~. d~EFf twt, state expiration date: ~ Q~ .) InYOrmalion Pmressim,als Cn., Fn,d Ju Lac, WI %On-ti55-2021 i/ 3~i.d~- Wisconsin DeQartrnent of Industry, S O I L AND S 1 T E E V A L U AT f O N REPORT Page ~ of 3 Labor and Human Relations nivisinn of Safari & Builtfinos __~ ...:,~. ~~ ~ ~n nn nr ~~r... w,a.,.. n...~.. ~„ u...........,,., ," ... ,,.,... ..,..........,.,~., COUNTY ~`~ CJ~. C.`W tX Plan must include but er not less than 81/2 x 11 inches in size a lete site lan on Attach com . , p p p p not limited to vertical and horizontal reference point (BM), direction and 9ro of sbpe, scale or PARCE I. # ~ ~ ~~ ~ ~~ ~ ~~ s dimensioned, north arrow, and location and distance to nearest road. APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION EVI D B DATE 3 3i PROPERTY OWNER: ' - PROPERTY LOCATION Nbl1 N W ~ S ~ Z S ~O ~ ~ ~, ~ k 1.,~ ~ tl4 1/4,S ~L~ ,N,R E (oi W PROPERTY OWNER':S MAILING ADDRESS LOT # BLOCK # SUED. NAME CSM # 1y. S 3 3Zo ~+- sT . - -- CITY, STATE ZIP CODE PHONE NUMBER []CITY []VILLAGE ®fOWN NEAREST ROAD ~t~wuuo c.~'rV wl s~o~3 (l1S} Z~s-~oZ3 ~L~wuon tiy.o -rtt hu~- [Xl New Construction Use [X[ Residential / Number of bedrooms ~ [ ] AdrbtiQn to existing building j }Replacement [ ] Public or commeraal desaibe Gode derived daily fbw buo gpd Recommended design baling rate Q - `~ bed, 9Pdlft~ irerx~t, gpolt~ Absorption area required S 4~ bed, ft2 5 00 trench, ft2 Ma>orrlum design baling rate o . S ~, 9P~ o- b trer>ch, g~2 Recommended infiltration surface Elevation(s) °~~ . S ft (as referred b sib plan t>errchmark) Ad~itlonal design / site considerations Y'-ov~l wL g ' x 6 3 ~ 8~ . `l" ~ ~-~ . 1' 01= S»~ F ~~ , Parent material S~jlh t~T oyl3'ci G!/ttttl-CL Tt ~~ Rood plainelevation,'sfapptirabb N• A • ft S = Suitable fa system U =Unsuitable for s stem CONVENTIONAL ^ S ~ U MOUND (SJ S ^ U IN-GROUND PRESSURE ^ S f&U AT-GRADE ^ S f~U SYSTEM VN F~L ^ S ®-U HOLDING TANK ^ S ~U SOIL DESCRIPTION REPORT Boring # 1 s~.= I ~~< Ground elev. q1.8 ~ ~~ Iimitirlg ag Boring # ~Z Ground elev. ~5.0~, Depth to limiting factor Z ~~ Depth Dominant Color Mottles Texture Structure ~~ Barx.~ Roots GPD/ft Horizon in. Munsell Du. Sz. Cont Color Gr. Sz. Sh. Y tied Tiendi o - b t~`1~ 3 ! 3 - s t ~ Z, `~ S bk y,~ ~.. a.,S o . S o _ 6 Z 6-ls 1.0 "t2 3!y - St ~ Z •~ 9~k `MV•~t-, ac.. S - o . S o_ ~ 3 lg-z -i. s ~R 3Ly - s 1 ~~~b~c m'~t- ~w - aY o-S Z ~ ni S 'Pr P ~ of= S fl. Remarks: ~ o_b tio~ti' 3l3 ~ st1 Z~bk `^~`~r ~,S - o.So.~ Z d-~8 LoKQ.3ly ~ sil Z.~abk r1~h a.S - o.S ~o.b 3 8 Zb ~. $YR- 31y ., s 1 tcabh wi`~~. ew ~ E,.y o.S ~ 2.[,-~Ly 5 `11Z 3!S/ 'FL~S`1R s/8 Sc.1 0''^ wr~1•• - - _ Remarks: ~~ >' CS7 Name:-Pease Print Pie' 715 -4 2 5 -016 5 Arthur L. We erer ~egerer Soil Testing & Design Service-P.O. Box 74 River Fa11s,WI 54022 Signature-- _ .: _.- __ : - _. _ --- Date=- ` _ . - ~~Hugs~iec: - _ _. i. pfaOPERTYOWNER ~\Z~P~-X l.,~T.'~Z SOIL DESCRIPTION REPORT PA}iCEL LD. # Boring # .<. ~~3 Ground elev. °1'1. ~ ft. Depth to limiting !actor ~~ti Page?' of 3 - i H Depth Dominant Color Mottles Texture Structure Consistence eaxxiar Roots GPD/ft or zon in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. y Bed Trr~ - ~ 10 ~, tZ. 3 ! - s ~ 1 Z'F~ b1z w~`~-~,. ~ S -- o . S o. 6 z, b - -. ~ 10 `-l rZ 3 ~ -' S ~ 1 Z `~ S bk w~. ~ ~ ~- s - o . S a. 1. 3 1$ _Z1 ~ . s ~t tz 31 - S ~ 1 c S bk vvl~-h c.w - o • 4 0 . S ~( ~-SZ S ~itZ 3l ~ -~•Sy¢. S1a S c1 O~ ~'F'~ - - Remarks: Boring # h v y ~'~ ,. §: ~A<«~~ .Ground elev. °l~C•l ft. Depth to Itmiting factor Z~" ~ o - S tu`-t.~. 3l3 s ~ ~ Z'~' Sbk ~'~~. a~S - °• S °• ~ Z s - ~ ~ ~,o •-t 2 31 y ~ S i 1 '2.,'(~ sbk m ~ ~- °<. S - o - S ' o. L 3 1$ -Z,7 ~• S `i tZ 31 - S 1 \ a s b1t m'F~ Cw ~' a. ~( a.5 ~ 2.~-y3 S `t2 3 / ~~ sties sls Sc.1 ~`^~ wr`F1- - - - i Remarks: Goring # .:h::::<4i.: 'S ti~x..r::~~,y ar+w.,. h? t•S ;Ground elev. ft, Depth to '.'limiting factor Bl.oring # {4 n\Ky{< s# ei`~ ~. $.:. ..~:?: Ground elev. ft. ,Depth to limiting `factor Remarks: _. Remarks: J Cs~ `s ~(UV ~i~y +-0~2 ~..v T IS 125-(eb ~ tJW ~~-ESL,IOD.o ~~tv 6~~HlG~} 3/u~ Dl~ . ~U C PtP~ ~ w l w ooU L 1~T2~ --- ~.~ S ~~ ~ c.J"'~N .~ of _ °ti`~ '• 0~~ ~'- PLOT PLAN SCALE 1"= 3Q ' Page c~~~~--- v - 3 S -+~. ~ ~~a ~ 3 z~ `Tv4- s T, ~/ ~Sr'.~ ~ '~ d ~ ~ ~~ ,r ~. °~~ e a.~ 3of 3 3,-3~1~3 ~~a -'-r ~ ~ ~~ o `O i GJ ' ~ ` ~ ~ ~ ~ \~ '~~' B.Z,~i e'3~ ~g.7 ~ / ~ i ~ ~ , /~ 3~ ~~ ~Z- ~o ~T LbY~WiPt ~T D2 ~ ~ ~ ~ 'U 1ST\'t-$ `~ LS -°cS~-C~. ~\-,,s' . ~ , ~ ~'~ \`/ ~ lJt. q~'1 -- N~'t'~ l~civS~ 'N 3t ~ E.~SZ' ZS' 1=-~~-tit r~uu~ , °!S_lSb ~2 - : Z,~il ~a °~ 5 - (7I5" ~ "425-.n1 ~s - ~~f005'76 _ Date Signed Telephone No. CST # Wr~ nsin Departrnent of Industry, L>#;rxi Human Relations Divisi~cn of Safety & Buildings sZ-_ c~ tic Attach complete site plan on paper not less than 81/2 x 1 ~ n must include but not limited to vertical and horizontal reference point (B , i ,scale or PARCEL LD. # ~- - r~~~'Q~ ~" ~V ~ dimensioned, north arrow, and location and distanc o road. , • APPLICANT INFORMATION-PLEASE PRI L INFO I D BY DAT {/yam ~~ ,3 31 t73 PROPERTY OWNER: (/ "' ~ 1/ RO LOCATION SO ~ ~'~, Ar ~C \,,,~"'~ ~ S~ ~` N W 114 N W 114,S Z S T 30 ,N,R \ ~j t: (g~W PROPERTY OWNER':S MAILING ADDRESS ~'S~ T LOCK # SUED. NAME OR CSM 1/ 13 , 1tl. S3 3Z'J `C~ ST- ~l-~ COD ~ CITY, STATE ZIP CODE P MB l ` ' ~ ~ []VILLAGE ®I'OWN NEAREST ROAD T z t - ~1~wooo C1 l 013 (l ~ wl S L~.iwuon • tiy,o Ttit PcUC [X[ New Construction Use [~C] Residential / Number of be r [ [ Addition ro existing building j J Replacement [ ] Public or commeraal describe Code dernred daily flow boo gpd •~ Recommended design loading rate o . ~ bed, gpd/R2 - trench, gpd/ft~ Absorption area required 5 00 bed, ft2 S o0 trench, ft2 Ma~timum design bading rate o . S ~, gpd~2 0. b try, g~2 Recommended infiltration surface elevation(s) `1~~ • 5 ft (as referred to site plan benchmark) Additional design /site considerations ~''to~tiO wC ~ ~ x 6 3 ~ 8~ - `t" ~ 4rv • \ ~ o ~_- Sri+`!D F~ t-l- Parent material S~tVI ~T oyL~ GL.rce.l f~t_ Tt ~~ Flood plain elevation, if applicable N- A • ft S =Suitable for system CONVENTIONAL MWND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDq~IG TANK U =Unsuitable for s stem ^ S ~ U 181 S ^ U ^ S l~u ^ S (~ U ^ S [,~.U ^ S ~ U SOIL DESCRIPTION REPORT Boring # `Y}K ,... Ground elev. q`t.8 ~. Depth to limiting a" Boring # Z Ground elev. q,s.o~. Depth to limiti actor Z a i H Depth Dominant Color Mottles Texture Structure Consistence eourrta Roots GPD/ft or zon in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. ry Bed Trends 1 o-b 1~~~ ~/3 - St\ Z~sbh w, ~,., o~.,S o.s o.~ Z (~-LS 1~`-t2 Sly - S 1 ~ Z'EL ~~h `MV"Q1- °~- S ~o . S o. ~ 3 1g-Z 1. S ~R 3t s ~ `~glolrc m`F-- cw - a~( o-S y z$-65 S K tz 3 l y ~ ~~s ~ a s ~~ S ~I o~ m ~-- - - - Z ~ n~ S ~- P ~- ol= S fl. Remarks: o _b to `-t tZ 3 L 3 ~ s ~ ~ Z'~bk ~~1^ ot, S - o. S ~ o. ~ Z b -1g 10 `-t.iZ 3l y s i l 2~'~ 3 bh m `~>^ a, S - o. S; n. b 3 z~ ~. S`tt~- 3tY ~ g ~ 1csb~ w~~'y. ew ~ o.y o.s ~.} uy 5 `7 tZ 3! ~ ~ L~ S `d R, s / 13 S e-~ O'"` Y+-~ '~ 1- - -- - Remarks: ;STName:-Please Print Arthur L. W e g e n e r Phone. 715 - 4 2 5- 016 5 ~egerer Soil Testing & Design Service-P.O. Box 74 River Fa11s,WI 54022 Signature _ - _ 4 Date; CST_~-ym6ec: _ - _ ~~~~`2- -_ ~, S LS 6 )'''}~ 26 i L9 9.-5 ---- M0~ 5 7 6 SOIL AND SITE EVALUATION REPORTx ~ Page ~ of 3 in accord with ILHR 83.05, Wis. Adm. Code ~V ~ Cam ~ ~ ~7~E0 ~ ~ COUNTY , PROPERTY OWNER ~~Z-~X ~.~Z SOIL DESCRIPTION REPORT PARCEL I.D. # Boring # tr:aik'~.?'s 3 .:;: Ground elev. °11.6 ft. Depth to lim-7iting `~ N .Boring # ~,:~~ ~ ~> ~~<;:`. y Ground elev. 9~i•l ft. Depth to limiting (actor Z~ `' ~, ~ Page?' of ~ Depth Dominant Color Mottles Texture Structure Consistence Botxidar Roots GPD/ft Horizon in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. y Bed Trendi o - b 10 `12.3 ! - S 1 ~ Z`F ~ bk v.1`~,. ~- S - o • S o. 6 Z b-~~ ~o ~1.r2 3l - S 1 1 Z-~ gbk ,~~'~ ~-s - o . s o- l 3 tg -~.1 ~. S `t iZ 31 - S l 1 C S bk tit~h c..~.v - o • U o• S ~{ Z~ -S Z S `i ti- 3 l ` -~ , S y Q s lg S C 1 O ~ v~ `F'1- - - Remarks: n-S Lug-1,1Z 3l3 SY~ 2.'FSbk ~`~~. °~S - o•S 0.6 Z s_18 ~.o`t2 31y ~ s t 1 -i..~ Sbk m'F1r- ~.S - o• S o. L 3 1$ -2,7 ~• S `t R 3/ - S 1 1 ~ S bra m'~~ Cw a. ~( o.s L Z7-u 3 S `K R 3 1 ~ ~ S `i¢. S18 S e.~ c~,.~-. yvi -F1- - - - Boring # k • ~. . ~:~ t~%p'ya: Ground elev. ft. Remarks: Depth to 'limiting factor Remarks: Boring # ~~ v L :. 1{~r.¢.•: {:iti:Or •: Ground elev. ft. Depth to limiting factor Remarks: , ' ~ PLOT PLAN SCALE 1"= 3p ' _ ~~lo 'cry rcve'_ _ ~-35 rn.i 1'u a w `sv4- s T ; . ~ ~~ 1 ~ q, 8 a.~ 3tc~"p1R. ~UCptP~' ~ Page '~of 3 ~ ~o i ~ :. .~ '~S B.3 e'Z/i ~1. qV ~ f ~ ` /. o~'l S `~ i 3~ i 'N~ ~ ~'~ ' ~~ Q•~ -- N ~'T'~ ti`'rci u S ~ ~TO b3 t ~ L~-S Z' Z S ' 1=--~?rp r-t wJ U u~ , W~-l- << ti << •~ 5~• .~ u . °IS_lS~ Z~ - -WY1~ t lR°l S f 715 ? 42.5=(l1hS - - = T~I0057fi -- CSTSignature Date Signed Telephone No. CST # 3~1 a3 ~ cs ~-~~ ~ ~~.~ -~ ~ ~~, ~. --~ ~ ~ ' ~ ~ ~~ ~ ~~ ~f ~~ ~~ ~-~ l ~~ ho ,~~ ~ ~lo~ lay ne~~s -~, .~~~ Lo-~ ~~ . PLAT T-30-N • R-15-W . ,~ 4 ~. _ . a ~~ :...._..M =~ FOREST PAGE 72 See Page 112 For Additional Names. r DUNN CO. [_ 2900 S 3000 3100 180th AVE 3200 3300 1 t 2 F- Fd a Clara t x ~a 1t N ~t 2 oseph t p 1 l Na ~ 103 ~ Paulus 63 3 ~ •• •-~ way 30 ~ l Emma 4 O 4 JOhn 3 4 5 ~ 3 4 N 5 °° G Nitch 8[ ~.'~ 5 s Jackelen " 5 6 ~, 3 effrey 5 6 ~ ~ ,~ ~ 2 108 bt arah ~ ,, ~ 128 PHitt ,~ ~ o b 136 101 s I ~ Bahnub ( ~ ~ ^~ Cassellius ~ e 3~s~ 10 s~Llm a ~~ ~ to s e ~~ S to si a 394y 't ro 1 ~I 151 t751h AVE 80 r , X I ~~ a BUSH 234 H J old ~ ~ r °w cq~F I LAKE ' " Ernest & tme r David ~ K RicLa G1aren« a Severson ~, o, Stack v' Gabower I ~ Q ,~. Gordon , ~ & Patr Genevieve ~ a' ~ t Trust ~ C~ & Carol '~ Bacon )aekelen 217 ~ Ne.~conea ~ `~ oC 170t Adalns 146 d~iS~ 80 92 100 1 170th AVE '°~'~' *""~ +0 2581 - AVE 182 o t Madden a 48 ~ I.oc(anobWh 70 ", Ml~ Y -01N ~ 9ry Iq~C Daniel ~ ,o ""dden d, so ~~ F ~ f ~ " & M oel dee 80 ~'~ Stazisbtiry Thomas r' ~ William John nal, ~° _, ~ I $ ~~ ~ ~' M~'~ Marko ~ ~ e to ~ ~ Forrest SgHOy ~ 165th ~'~ 8 ~ ~ 7I 20 65 m ~ yn 6 152 40 AVE z 160 mneuer G ~ ~ ~ ~ or ~ ~ ~ erson ~ ~ _ ~ h~ ~o Bonte ~ g v7 ~~ ~ ' ~ ~ ~ 3 ~ O & T IeW Da° Newcombe 151 Drs za g (, I L >:arl a Yoder O 0l ~ i~ David 8z s 3+d" X RUTSON I a Theresa 79 Rp a u t s 35 40 80 ~~ 160 N~in z 77 226 Hoffman 1 z '~(~ s9 z 159 ~ -, i0th AVE )~ n° S ~~ o°o Herbert Gregory w,~ z eeeva z ljoe°' 4 n~ w~- I 4'~a ~ ~ Pauldo I ~ B~rowr~ ~ , b n ~ ~ e Desmith ~ r~ Mur d 1 +o °~ w~ 35 39 ~~ 13 S ~ , ~ ; saA w at ~ ~ ~ ~ N ~ ~ ~' Harold o°o Robert Wesley ~„ ~ Gregory "r ~ n K ~ 5~ ~ ~ i2 O t3 ~ o u Rhodes Palewicz 75rttle 9av- ~ & Lyt1n 74 la 9m I 160 `+' zo a~x 110 r bo ~o ~~ ~ 2 39 -°° .o Barringer D 1s m S5 a~ mo D 20 James Jr 1 ~ ~°. ~ s 9T Wayne ~-~ s9y A ))ohn Weyer 80 3 ~ oo S DOakla Peterson 40 Fred & 9~9~~ ~ ~+~ C Mce Rlcnara Mlchaet ~~ ~~.~ Robert w9ma , Barbara ~ ~ a ~ L>o (~ a Dana a lodY AVE d 4S w Pile- 71aQesa Drhlkman Haines Graae a ~ MM N1G Ho& 120 140 do 40 3 ro 40 100 man 79 119 150th AVE 217 ss x stack 6< ~ N ~&n ~ - - - 2U s w m Bruce O ~ -. moo, 1Crai8 $ aal °`>o` ,~ ~ ~ Anderson yo vii a Sharon 5 I~vern a ~. ~ D ~M ~~ Clifford ro to R ~ Hess ~ lo~~tt `~ y ~ ~' e~ e ~ C - ~~ ~~ ~ e 121 40 ~ 143 12 145th AVE 133 78 ~ ~~ 3, ~ 117 ~+ -- Inc ~ 4+ ~~ ~~~ ~ Thomas N " ~ ~ GLEN OD S15 0~ X ~ 'a 198 m8~ ,p,~ w beds a ~„ CI~ JDO 70 ~ ~ 0 0 EWeed ~ O ~ ~ 'o~ ~ Sandra Davl~d a U 12 a; Ma°« `~ b to ~ tIl ~n 124 Skoty -- a ScMhroeder ~ 13 38 ~ _ _ -12o Z 4 ^ ~ ~ ~ r zo >er David ~ °' x 4 Schroeder o 15 '"' D,Ma .i ~ 8 phi Lohn d[ ~` 58 78 z ~,, Mon- ~ KOSe `~ Faai lama n `~ ~ a8 ~ u o o ~ ~ soa I MtCutehin F eaB ~amda "' ~ n: w SO ~ 140 ` it 34 :end" 40 to ague w a'~ O ~ l~eph 1i~ a ~ \ \ 170 r latirit fEK 81 Gloria ~ p,°~r sbnsei y JChaprlme 4 b: '< \ Drexler 60 One L 118 d David a ~o ~ _ fiber o _ ~ ~ br~ecnr 12 ~ ~ CREW r-trr of 7'he 60 219 40 3 8 +o - - G aienvwod °h_' so - 119 t - Mt 9 M1 10 130th AV qN s nnie David a ~ ~ ~ ~ It N E o ' Sl ~ m K &oulie ~ N ouse TM «~9 o~ffm n 62 P is ;~ Mss '- 32 ~s is v" f ~ 83 za r Deaa burg ~~~ ~otiy 130th AVE y N ~ Seoriy & i C~ s ~rega so '8 u ~ 40 115 rie1d ,o ~ G1en~n 71 Teigen 120 0 e~ 66 TGgistein 36 C _ aA~ ors a,~a ~ L +~ g Terrance ~+ co ~ `~ ~ +o ~~ t rosby 80 water 4e Uani ~ ~'cI o~~~A K silek a ° ~~ ~ r 79 40 282 W Daniel & o m o ~ ~ ua9ia a sce9en J 20 C i ~ x Jennifer 1 s H Velma ~ a Mona Bawn ~ Katherine 6 q $.~ Fsf MQC 0 CTOSby Iama iqM 19 pt'Zl Tuttle 80 pp i7~ di- m _..__ 19 _ 40 163 aC 80 : 40 w M<iov~ t9 ,~ - - ~~~-D 553092 r;~_c i i its CERTIFIED ~UI~~/EY MAP Located in the NW 1 /4 of the NW 1 /4 of Section 25 , T30N, R 15W , Town of Glenwood, St. Croix County, Wisconsin, Surveyed for: Joseph Draxler ~~~/ ;~, , N 1/4 COR. SEC. 25 3 N tV jh O ••' I ~ ~ Z M ,,SO°39'$0"E 15.21' 41.76' M 23.97' ~ ~ 17. ~ 4 6 'i I I I W tMI I ~ 'a' >I I co ~ ~ al m I ~ 3 I I z _~ w H ~ rn _ 1 ~ F- -I I wl ~ ~ v o ~ N QI W W m z_ Z `~ IN J ~ N H W ~ N I 0: IZ ~' f 2 iv I I. it .i ~~ ~........ ~Gy~ \~ \9 n ~ ~ ~O ,y \ 9 ~ ~ZO ~ ~s . ~ \ \~ Glenwood City Wi. 54013 LEGEND SECTION CORNER MONUMENT (BERNTSEN CAP) O I "X 24"IRON PIPE WEIGHING 1.65LBS./LIN. FT. SET. 2 F;~~~~ 3 D EpC~,O 9 1996 - •~y~~~yy~~a,~~,,Qf ppp~SH ~ ,,~ ~~ ~ SCALE IN FEET I" ~ 200' O' S0' 100' 200' 400' 600' Bearings referenced to the West life of the NW 1 J4 of Section-25, as sunned N00°14'20"W . ~ ~. S 00'34'20"E 53!.35' IL ®lf 613.314 SQ. FT. (14.08 AC. ) INCLUDING RIGHT-OF-WAY N 1° 30' 07 "w 592, 075 S0. FT. (13.59 AC. ) :•' I2a.5a' EXCLUDING RIGHT-OF-WAY 98.22' .26.32' O ~ ~~ N~ N~ ~ ~ r. N z ~ ;:~. FENCE N .06'15'44"E 712.13' _ _88_4.40 ~ _ _ _ "~ S 0014' 20"E~ NW CORNER WEST LINE OF THE NW 1/4 SECTION 25 T30N, R15W ~L , UIVPLATTED_ LANDS f ~ ~ ~l° ~~' . CROSX COUNTY rl I Q pl ~ ~` 3 ~I ~ wl N F- N Q~ ~ ~I ~ =1 N I Z ... •~;=' ~ ~~~0°14`20"W 1788.33` ~i~' ~ ~ WI/4 COR. SEC. 25 w ~, ,w~~` y; O G M ~ ~ O W-~ (~ ~ ~ - c ? l!'1 j` O c ~ s O ~~ U'1 q ~ [~ i C~~ ( W ~ J T ti_ _ co c+ ?~ ~ o ~ rn cJ ~.j 1-- CY .:. ~ r .of ~ ~ ~ 0 Q rc ~ ~ j cr yr F m =a; ~, t ~ N C7 I C~ a :r.a 0 ~. u, p ~ W ~A z U 3 w C~ oG ¢3 Ln Tip f~ a F °z 4' z 7 ~ O u ~• .~ 4 . a ~. v Q fr o .r °~' ~ 3 ~ ti ~` g y c U c h ~ c~ o = a ~° s ~~ •K w ~°, O a. '" ~ U '~ a ~ Q , O at ° a `° c a o~ = E- ~ V ~ ~ :~ ; ~ h ~ ~ ~ ~ ~ ~ y 'S ~ ~ ~ O y 3 u •~ ~ v ~~ v c '~ t ~ v3 Q n y y > U ~' ~ •O ^ Q ~.. 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