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002-1013-80-100
] Jisconsir~Department of Commerce PRIVATE SEWAGE SYSTEM ~iiafet~ ~ and Building Division INSPECTION REPORT` i (ATTACH TO PERMIT) G °EF~AL INFORMATION Pers3nal information you provide may be used for secohdary purposes (Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Webster, Julie Baldwin, Town of CST BM Elev: Insp. BM Elev: BM Description: Abp f3 {`~ ~' I TANK INFORMATION TYPE MANUFACTURER CAPACITY Septic W i esp.`. T''` ~ ~ coo Dosing A,, GCL~ /~ L- s ~~ • Holding K TANK SETBACK INFORMATION ELEVATION DATA County: St. CroiX Sanitary Permit No: 506251 0 State Plan ID No: Parcel Tax No: 002-1013-80-100 Section/Town/Range/Map No: 06.29.16.90A10 STATION BS HI FS ELEV. Benchmark ~• ~ ld,i'~ T /aa Alt. B ~IU~ CO v ~ , ~~ 98 . y 3 Bldg. Sewer ~J• jp5 ~,~ ~ ~5 SUHt Inlet ~t•z7 qz •s3 SUHt Outlet ~ ~ Dt Inlet ,_ ~ Dt Bottom I S ~ (a g~ ~ ~ 3 Header/Man. ~•~ ~•Z~ Dist. Pipe 9, ~{~ ~. 9 S • 3 L Z Bot. System /o, `lb 1a.9' 9~1-Y 73 .99 Final Grade ,7tf ~,~ 7.23 (p St Cover ~ ~ y..., ~• $'j 9g . 73 TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Septic ~ ~b / ~~, j 7 3d / Dosing- 75D~ AJ~ ~ " C~i 7 3b~ --- Aeration Holding PUMP/SIPHON INFORMATION Manufacturer `/ ~ Demand i ~ V VIC~~ GPM Model Number ~ C , I TDH Lift Friction Loss System Head TDH Ft b , b$ ~, Forcemain LenpthL J Dia.2 ~/ Dist. to Well SOIL ABSORPTION SYSTEM BED/TRENCH Width ~ Lengthy J No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS 3 ~ ryb Z rc~~.A ~.---. \,- SETBACK SYSTEM TO P/L BLD WELL LAKE/STREAM LEACHING Manutacturer:~•(/~ CHAMBER OR ~ TT ~. INFORMATION Type 9f ^st~~D ^ ~ J ~ , r~ UNIT Model Number: ; ~t' , nICTRIRI ITInAI CVCTFM ~.. .IL tb~D Header/Manifold ~1 ~ Distribution .... ~ x Hole Size \ x Hole Spacing ~ ~ Pipe(s) ~ ~ ~ i Length Dia ng Length Dia Spac enu r•nvGl~ .. o..........., c.,..a....,~ n.. i.. .... 11An~~nr1 nr A4_(:rarla Svstams Only Vent to Air takglr~ ~. Z ~..:: d-' v~ C~~ Depth Over t Depth Over xx Depth of xx Seeded/Sodded xx Mulched Bed~rrench Center ?~ b~ V Bed/Trench Edges \ Topsoil ~ Yes '"~] No es ~I No ~ -~ COMMENTS: (Include code discrepencies, persons present, etc.) Location: Baldwin, WI 54002 (SW 114 SW 1/4 6 T29N R16W) NA Lot 6 1.) Alt BM Description = ~~`e'~ ~DJ ~~ 2.) Bldg sewer length = 30 ~ - amount of cover = ~ 5 ~n revision Required? ~j Yes -; No Q ~ ~~ other side for additional information. V Date Inspection #1: / !_ C~t,•,,; wg otti Inspection #2: / /_ Parcel No: 06.29.16.90A10 1(/ Cert. No. ~ comlt~ter~ce.wi,gov Safety and Buildings Division Count. z ~ , ~{ ~ ~ 201 W. Washington Ave., P.O. Box 7162 ~~~ n ~ ~ ~ ^ ^ Madison, WI 53707-7162 Sanitary Permit Number (to be filled in by Co.) ~epgrtment © f C otnenerce ~~ ~ z Sanitary Permit Application State TransactionNumber~ In accordance with s. Comm. 83.21(2), Wis. Adm. Code, submission of this form to the appropriate governmental unit is required prior to obtaining a sanitary permit. Note: Application forms for state-owned POW ect Add if di ent t n mailing address) submitted to the Department of Commerce. Personal information you provi `~~ V c +`~ \ u sea in accordance with the Privac Law, s. 15.04 1 m , Stats. ,- / \ I. A lication Information -Please Print All Inform 'on 1 G Property Owner's Name / ' / ~~t ®.~ 2007 „ 11 "----„ Par el # / Property Owner's Mailing Address gT, CROIX COUNTY Pro rty Location 4 S ~ ~. L--~-Ci( ~ . Lot ~ City, State Zip Code Pho e um er ~ y, s (~ y, Section G /~ S- 'c circle one T ~ N; R ~ E or I Type of Building (check all that apply) L Lot # ~ / ~ ~ Subdivision Name a Lh 1 or 2 Family Dwelling - Number of Be dro oms ~ 1 1 U4'J('~ (`y/l~S I /~, Block ^ Public/Commercial -Describe Use ~ ^ City of s ^ State wned -Describe Use O M Number C S ^ Village of ( ~ / r ~ ~ ~ (~ Z t~J ~'~"' ~~ t~ Zb 'ti'" ` 9 G I~,r„w..f~e.~CJ / - q C~ ~3 ~8 / Town of ~GL C LC~ ! ~ t[[. Type of Permit: (Check on y one box on line A. Complete fine B if applicable) '4 New S stem y ^ Re lacement S stem p y ^ Treatment/Holding Tank Replacement Only ^ Other Modification to Existing System (explain) B• ^ Permit Renewal Before Ex iration ^ Permit Revision ^ Change of Plumber ^ Permit Transfer to New Own List Previous Permit Number and Date Issued ~~ ~ ~ d- p er C ~ IV. T e of POWTS S stem/Com onent/Device: Check all that a I ` ~ q Non-Pressurized In-Ground ^ Pressurized In-Ground ^ At-Grade ^ Mound > 24 in. of suitable soil ^ Mound < 24 in. of suitable soil ^ Holding Tank ^ Other Dispersal Component (explain) ^ Pretreatment Device (explain) V. Dis ersal/I'reatmentArxc Information: Design Flow (gpd) Design Soil Application Rate(gpdst) Dispersal Area Required (sf) Dispersal Area Proposed (sf) System Elevation i 3C~ ~o ~5~ ~ 9~. o VI. Tank Info Capacity in Total # of Manufacturer Gallons Gallons Units ~ ~ o b U :3 New Tank E i ti T k c s x s ng an s w P t,E, F"itt~,~ ~ o a U Y rig ~ Y ~ ~ ~ r.*. V ~ f% Septic or Holding Tank % Dosing Chamber VII. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print1 Plumber's Signature MP/MPRS Number Business Phone Number I ~ ~ ~.~ ~i ~ 3 -~SzO Plumber's Address (Street, City, St e, Zip Code) VIII. Count /De artment Use Onl Approved Permit Fee Dat Is ed ~ Issuing Ag t Signature ven Reason for Denial IX. Condition easons for Disapproval , f SY~a~~ ~ S ~ ~„~ l5 ~-~,~ r o,~ ~ . , 1. Septic tank, effluent filter and dispersal cell must alt pe services !maintained as per management plan prpvided by plumber, ~ ~ l ~ 2..Aa seback requirements must be maintained w !'~ ac o complete pYans lor~lt ie system and sub~1mi to the County only on paper n/t l'ess than 8 V2 x 1I inches/in size 7 E~6i~o/l ~-~D~o, ~la /l_ I1a~ SBD-6398 (R. 01/07) Valid thru 01/09 /~ r~CJV U f,,t ^ ~ J ~ S~ Cram ~ot•.,.t O~'t c-Q- Co~ 9 w:~ .r ~ Z`'°~ ~ 83 Be Z~~t J~~~c uJees7CR. ,~ Scw~ LE Sw'r-q Sw `/•4. $ (Q T 29 /f R ~ 1o c~.~. `" . ~} e' ~~C. Ca.o--u~ C~,.s-t ~~~~ (oo, o' fo p of 3/~F'~t~c P,~~, r31- q?,9~ 83 ~ a3,9~ 65= ~7~' gb ~~ ~~+~) is r ~/ --rte ~ % ' i I ~~~'MtE y ~t~'~ n~J'~csr ~.~~4~5 t a r 9 tY 4 v ~, ~ ~ R' ' O'~ ~ Aj ~ `" Y ~.. ~ ~- a ~ 1 o- ~ 3 o $ ~ ~ ~^ ~, ~ Z ~ ~~ ~~m~~ g- -7 3 cg ~ PA _. _._ w rQ ~ ~o s ~, -- ut c0O Ne ~ • mp N~ .~ n _._. ~'~ r1 ~1.b115 . .. . Wisconsin Departrnent of Industry, t.alSor and Human Relations olr 8 tlwfl~r~t s SOIL AND SITE EVALUATION REPORT `f~j y' Page~of 3 ll ..s..i ...:N. ~~ uo~oo nc.. ~~c-,;,waL...,: /~...1..~ ~..,"~b`: /~ G? ' •VMI •. •~ITT.a, vvvv • , `i is ^,~`w ,~ •' l~~d ~~~~ ~~~~~ ~~~ ~ WVI\I f . +lle ~ i/-"'~/\7 ~ ~'` (~ ~A,\ ` S \ v L~ '~ ttab complete site plan on paper not thbn 81 x 11 inches in size. Plan must include but Y V , not limited to vertical and horizontal ref ence point (BMl, direction and 9~0 of sbpe, scale or PARCEL I.D. # QQZ - ?y~' dimensioned, north arrow, and location and distance to nearest road. APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION R e DAT PROPERTY OWNER: PROPERTY LOCATION Py't.~cTor.-~ GBV~:-L8T S w ti4 _ 1i4,S 6 T Zq ,N,R ! 6 E( W PROPERTY OWNER':S MAILING ADDR LO # BLOCK # SUED. NAME OR CSM # CITY, STATE ZIP CODE PHONE NUMBER ^1fILLAGE OWN NEAREST ROAD BR1.DwI.N,wI 5~£~Z (~ts76s4-ZGt3 3'~~ wt \~O Tit ~~• ~ New Constnrction Use (~q Residential / Number of bedrooms y [ ] Addition ro existing building [ ]Replacement [ ] Public or wmmeraal desaibe Code derived dally Bow b 00 gpd Recommended design loading rate - bed, gpd/ft2~Uendt, gpd/ft2 Absorption area required - bed, ft2 1 Soo ft~~, ft2 Maximum design loading rate a• ~ bed, gpd/ft2 0• Y trer~tt, gpolft2 Recommended infiltration surface elevations} s ~ ~wT'tr cv~ ~ . 3 ft (as referred to site plan benchm Additional design / site cor~iderations 3 ~-~ ~. S - 'x t v ti Ltyv C .. ~l U O ~ Parent material s ~ G L.Pce. I lt1- T1 t-L Flood plain elevation, if applicable • pt , ft S = Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT~RADE SYSTEM IN FILL HOLDING TANK U=Unsuitable fors stem ®S ^U ®S ^U ®S ^U ®S OU ^S ®U ^S ®U Boring # -... z: ~~ $:; w:;.. ~~ ~: Grour~ elev. ~~ ft. Depth to limiting fac 6~ y SOIL DESCRIPTION REPORT Horizon Depth Dominant Color ~~ Texture Structure ~~~ ~~ Roots GPD/ft in. Munsell Du. Sz. Cont Color Gr. Sz. Sh. g~ tertdt O-~ l0 `t 2 31.3 ~ S1 Z.~S ~ ` ~ 1'-)-ri- ~S ~ - S . ~ Z S-Z9 ~- S `t fZ 3l y L Z `~sbk Vn'f-~ c>ti - • S _ ~ 3 Z4-64 ~• S ~lfL yll~ 1S ~ s9 Yn ] - ~ 3 • ~ 3 Co ~' ~-S~'! 3~~ W~`PttL vc Z-C~ t~f~StU S ~ v~v h '•. I ~~ ~ Remarks: Boring # Z ~ Ground elev. R.S-3 ft Depth to limiting ~~$, 1 0-9 ~o~tR ~ 1 Z si 1 Z`~5~k ~~ ~S - -5 •6 Z 9-18 . -o`~l tz 31 ~ - si ] ~' ~k ~`~ cw - • S 3 1$3~ Z•S'1lZ 3/y ~s I ~ ~cSbk w~v~4-r• ~ - -~1 . S y 3~! Z8 ~• S K ~ Yet, `~ O~ M ~'Fy. - , ~{ ` .5 '1:= . ~~~ , , ,. I 5ti .~. ~ !UE Remarks: ~ ,~, sr cROr ~'~~~ I ^, CST Name:-Please Print Arthur L. We>rerer P~~~ 71 .425-Or1~i~FFrc~ ~ ~ieg rer Soi ..Testing & Design .Service-P.O. Box 74 River Fali ,WI 5~4 2'~2 ~' Sgnature: /~ ,` ~''~~;~ . 9 8= l3 S - ]..Date: b __ ~s-,__~j ~j (.~~ L ~~ M00 5 76 10 PROPERTY OWNER kf'~~1-c'C'3J SOIL DESCRIPTION REPORT PARCEL LD. # ~ ~~~ ! N G ,~ boring #~'' 3 Ground elev.. ~~-•~ ft.- Depth to limiting factor ~~ 7 7 Page? of 3 , _~. . .~ s WQrizdn Depth i Dominant Color M Mottles Texture Structure Consistence Boundary Roots GPD/it n. unsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trer~ 1 a-R ~o`-ttZ 3lz ~ Si 1 Z~~bl7 wr.'f'~-~ ~S - ~ S .~ .. 3 3D-6Y S '-l. R- 3 (y ~ L ~ a-s b ~ vh ~ ~, h e-w ~ - 3 . Y ( ,.. 3 i ;• Remarks: Boring # y Ground elev. °-~• 9 ft. Depth to limiting factor ~ -~6'' .'? ~ o_ 9 lot cz 3 f a ~ s i I Z. ~-s bk ~~~. ~S - . S. 6 Z 9-~~ 1•S`-trZ~ly - si 1 Z~s6tc• -~~Ft- ~S .~ ~S !-b 3 tZ = L.3 ~ . S `-t 2 3L y - s ~ ~. e s bk Y-'I t)'~'F- cs -- . ~ ':. -S y Z3 ~~ ~•S~22y/6 - fs ~ a l ° a~- o~ ba U'F1- - , ~ ~ ~ ~ i ~l i Remarks: Boring # S Ground elev. q t.5 ft. Depth to limiting fac~tor1 Z' Boring # .~.. Ground elev. Depth to limiting factor o _q l.o `-t. vZ 3 / z ~ s - I 2.~-sb >n `~ ~S ~ i •. • S I : `. , • 2 q -i b toy. ti 3 L ` ~ s,'1 2.~'s bra w~'~~- c.k, _ '- s ; ., ~, ~a-S~A12- .I i ~. s Remarks: Remarks: SBD-e330(R.05/92) PROPERTYOWNER_ ~-f'~~1'R'3J SOIL DESCRIPTION REPORT Page?of~_ PARCEL 1.61. # ~ "~~ 1 N G Boring # 3 Ground elev ~,~ ft. Oepth to limiting ff ~ t~~ Boring # y Ground elev. °-~• 9 ft. Depth to limiting f7Ctoi6y Boring # S Ground elev. ~11.S ft. Depth to limiting factor ?-1 Z' Boring # Ground elev. ft. Depth to limiting factor Horizon Depth i Dominant Color Mottles Texture Structure Consistence Barry Roots GPD/ft n. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trend~t 1 a-Q 1o`•ttZ 3lZ ~ Si) Z~~bt, w,,fs~ ~.s ~ S •~ Z. q0 ~~0 . '1 • S `'Lft- ~ 1 ~ '-- S ~ Zm S bk »~1'~h C.tu ^ S 3 3D-6Y 5 ~-f.tZ. Sly - ~ ti~.sb~ _ yn ~h ew ,~ - 3 ,y 4 d y ~ 1 • S `t IL. y/ b - `~s pw, yn v ~,. ~ . ~l , s Remarks: 1 0~ q ~o~t tz ~ t a ~ s - I Z ~s bk m~~ e-S - . S ! . 6 Z 9-~~ 1.S`-flZ~ly - sit Z'gsbir -.~~'~ ~S ~ ,g ~•b 3 ~-~ -Z.3 ~ . S ~ rz ~1 y '- s I ~ e s bk rn ~ ~ cs -- ~~ ,S Re..,~.L..• o _q to `-t. vz 3 / z ~ s ~ ~ Z~sb 1n `Fc~ ~5 ~ • S • ~ ~ q -Z b Loy tZ 3 l ` ~ s ~'1 Z~'s bra Y1't~l- ek, ~ • s ~ • 6 I . ~ . Remarks: Remarks: SBD-8330(8.05/92) W~soonsin Department of Industry, SOIL AND SITE EVALUATION R E P O R T Labor and Human Relations Di-asionofSafety6Buildirgs :., ~,,,,,.,,~.,,:+h a uc~Q~n~ urn e.~.., r~..a.. J Page ~ of 3 ..---------------•------• --•--.._.... __.... COUNTY S~ ~ ~'~ 1 X Attach complete site plan on paper not less than S 1/2 x 11 inches in size. Plan must include but , not limited to vertical and horizontal reference pant (Btun, direction and % of sbpe, scale or PARCEL ID. # dimensioned, north arrow, and location and distance to nearest road. ~~- t~1~ t.nJ ~ APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION IE BY ATE l 4 ~~ PROPERN OWNER: PROPERTY LOCATION ~~~QN ~ DYE P1'~lp ~t~1~L0 ~`i ~"t'V Z"tTty G 5 w 1/4 _. 1/4,S 6 T z.°t ,N,R ~ 6 E ( W PROPERTY OWNER':S MAILING ADDRESS LOT # BLOCK # SUBD. NAME OR CSM # ~,~ ~1 ZZO 'T11 ~ - ~~pos~-D Z.Swt CITY, STATE ZIP CODE PHONE NUMBER ~g1' ~111LLAGE MOWN NEAREST ROAD 3f~.Dwi~v,w( S~ooZ (~tS76sy-Z6t3 3~`. w) lip ~'t} ~tr• ~ New Construction Use [>CJ Residential / Number of bedrooms y [ ] AdditiQn_ to existing btHlding [ ]Replacement [ ] Public or commeraal destxibe Code derived dally flow b 40 gpd Reconunerxled design baling rate - bed, gpdAt2 0 • ~ Uench, gPdl~ Absorption area required -- bed, ft2 1 Soo trench, ft2 Maximum design baling rate n• ~ bed, gpd/ft2 o-'f trench, gpolft2 Recommended infiltration surface elevation(s) s ~ tiw1'tr o+y -~i - 3 ft (as referred to site plan benchmark) Additional design /site considerations 3 `Rt~-v ett'tr$ - "t't~~F S ~x t o u Lcu~ C _.. `N11q-y~ 11^'t U l~1 3 O ~` D Parent material S ~ G ~t`c~- I M. T> ~ ~ Flood plain elevation, if applicable N . A , ft S = Suitable for system U=Unsuitablefors stem CONVENTIONAL ®S DU MOUND ®S ^U IN-GROUND PRESSURE ®S OU AT-GRADE ®S ^U SYSTEM W FlLL ^S ®U HOLDING TANK ^S ®U SOIL DESCRIPTION REPORT Boring # h~.r..,.iaca..:).;i <h ~s; ~~:: --: F:i}_,_ } vt.ivl?wx'} Ground elev. `t1 • ~ ft. ~ ~. limiting fa~cto6r~ y Boring # }>_.. tii ~ \~4 3(.~-u.~~;..;~:2 4•~ Ste: htW Ground elev. Q.S-3 fl Depth to limiting $• Horizon Depth in. Dominant Color Munsell Mottles Qu. Sz. Cont Color Texture Structure. Gr. Sz. Sh. ~~~ y Roots GPD/ft g~ t~tdi O-~ 10`1.2 3 !3 _ S1 2.~S~ Yy1~1- cS ~ . S .~ Z S-Z9 7..5`t2-.3[y L 2,`Fsbk h1`~ cw -- . S ,~ 3 Zq-64 ~• s tlfL ylb - 1.s o s9 m 1 - ~ 3 - ~ 3 Co S ~•S`4 3~y W~'PttZ v~ ~~ `ca r-tf~s1U S ~ w-V h Remarks: ~ 0-9 lo`-tR ~ 1 Z ~ si 1 Z'Fsbk wt~^ cS - -5 • l Z 9-LS 10`1 tz 31 ~ S`I; ] ~~k k1'C~ aw ~ . S 3 1$3~ Z•S'1(Z 3/Y ~s I ~ 1eSbk `^'~v~t^ ems, - -~( . S Remarks: ~TNarne:-Please Print Arthur L. We~erer 715-425-0165 t~egerer Soil. Testing & Design Service-P.O. Box 74 River Fa11s,WI 54022• iignadxe: /~ ~ ~Z` ~f1. Z /~ y~ 9 $- l3 $ - ] Date: ~ ` ~r.--~, ,~ CST Num 0 0 5 7 6 PLOT PLAN SCALE 1"= ~p ' ~~e-APT Pfi S1#~W N~ S u ~`mBI.N ~~R F'oR 1NL`n 1'r~ ~` i~ ~ ~a~4 . ~./~ \\ / ~, / ~ l ~~. ~~ / ~~s - ~ o~S ~ ~/ ~~ s ~n Page 3 of 3 Q a I ~-°l`19 -~or lv ~ ~SC.h-t.~ 3ly``b1A PUC t~lpEc.~/Ci}'T}i ~wl~ I - ~.. loo.p'a~ ~oP o~ to tii1.Gt{ , _ ~ _ ~,1 O ~t tL-u~ . _ r- N°' / s~~ ~~ y' J . ~' S1~ k - - -~ ' ~ ~to'nt ~e ~ tfivU s F To ~F kT" ~Qhd'T ZS' FrzcyM 7~v~te~ . X79 )-~SZ'P~c..S.~R= ~F~t~1NE `l~c'.N L.u~cw s _-: r~ ~1~m"PO~rS f~- `rte 1~~! ~~ _ _ -- caF tiv~~;~~, RS-l3 S- I G~~L v 2 ~' ~~ (715 ) 42.5-n~ ~5 (400576 CST Signature Oate Signed Telephone No. CST # Page 1 of 4 ~ ~ • ~ SYSTEMS I N C Environmental Onsite Wastewater Solutions `" Leaching Chamber Design Spreadsheet Project Name: Webster- Conventional Owner's Name Judy Webster (J•+~t a t1.~F.~s`r>E~:~ Owners Address 521 W Cedar St. River Fatls, WI54022 Legal Description sy- ~ '/., sw ~ '/. Sect 6~ T 29 N, R 16 w ~ Township Baldwin County Saint Croix ~' Subdivision N/A Lot# Parcel tD# Table of Contents Pg• 1 Cover page 2 Calculations and Drawings 3 Management and Contingency Plan 4 Plot Map total # of pages: 4 Designer Name: Michael J. Myers License #: 267985 Date: 6/10/07 Ph. #: 7 5-643-25 0 Signature: Design Methods Used "IN-GROUND SOIL ABSORPTION COMPONENT MANUAL FOR PRIVATE ONSfTE WASTEWATER TREATMENT SYSTEMS" (Version 1.0) SBD-70705-P (R.fi/99) ~ ~ Infiltrator and the Infiltrator I o are trademarks of Infiltrator S stems, Inc. >,rsT,=MS INS ~g y `"""""~"~'"""'"`"~~"' Spreadsheet provided un~r license to Mfiltator Systems, Inc Gy: 3hAdvisement N12486 2201h St, Boyceville, WI 54725 .~ ~. SYSTEMS INC e,~;,w~"a,~w awre w„:re.are. sw~n~ Calculations and Drawings Page 2 of 0 Site Conditions Infiltration Elevations Site Type: Private ~ Trench #1 Trench #2 Trench #3 o~ Depth to limiting factor Soil Application Rate: Effluent Quality Design Flow: Max BOD Max TSS # of Bedrooms 2 Septic Tank Contour Elev: Infiltration Elev: Limiting Factor Elev: Treatment and Dispersal Zone: Cover Material Required: Finished Grade Over Cell: 96.50 96.00 0.00 94.00 94.00 0.00 Ft Ft 90.75 90.25 N/A 3.25 3.75 N/A 0 0 N/A In 96.50 96.00 N/A Distribution Cell Choose chamber type: Manufacturer: Wieser Concrete Volume Chosen: 1000/600 Effluent Filter Selected: polvlock Note: Access opening of sutfiaent size to be provided to allow removal of fitter. Opening to terminate at or above grade. Infiltrator Quidc 4 Standard ~ ~ ~ # of trenches: 2 ~ Chamber Length: 4.00 Ft Chamber EISA: 19.1 Ft2 Endcap EISA: 5.8 Ft2 Required Infiltrative Area: 750.0 Ft2 Actual Infiltrative Area: 756.5 Ft2 Total # of Chambers: 39 Total # of Endcaps: 4 Combined Length of Cells: 160.0 Ft Cross Section of Cell Cover Material Observation Pipe (if required) ~. - - -Final Grade Ground - Contour ~ Leaching System Chamber ~,o,.~.,., A6t'M ~0~4 a 5ch q0 4`~ F'VC pipe 69 inches 0.4 gal/ft^2/day Eff #1 • 300 gal/day 220 mg/I 150 mg/I ng Under Tank Length L 6 L ~ ~ ~ tNi.J ~ Observatlan l~lpe C1bs~ervaUon per Infiltrator and the Infiltrator logo are trademarks of Infiltrator Systems, Inc. Spreadsheet provided under license to Infiltator Systems, Inc by. 3bAdvisement N72486 220th St, Boyceville, WI 54725 Cross Section of Septic Tank s~y~ ~ ~ ..., ..,. r ,/~.~,4`s, ~~z 7/95 a+'"7~i ;20NALD F Q = ~ . 10N}~ISnN -!use ' ~AN1EF1'Y. '± WIS. o.~ {e~ ~ y-0~'~ ~ '~M~ ~'~0~~ `~ fiLED ~t AY 2 b 1999 - ~ ~ KATHLEEN H. WALSH \ pepiS[er of Deeds s< Crllix Co.. wn ?; CERTIFI ~o3~8s RVEY MAP Located in part of Govemment Lot 3 and part of Government Lot 4, port of the Northwest Quarter of the Southeast Quarter, and port of the Southwest Quarter of the Southeast Quarter all in Section 6, Township 29 North, Range 76 West, Town of Baldwin, Sf. Croix County, Wisconsin; also being all of a Certified Survey Mop as described and recorded in Volume 4 page 1113 at the St. CroTz County Register of Deeds Office. Prepared for and at the request of: OWNER: Thomas and Melody Konten 1187 220th Street Baldwin. WI 54002 Droned by. Krleti A. Eyiandt c~ g o z x ~ O ' o ~ ()n'?~ c ~ v ~ n n ~ t0 Av N ~ to ~ n ~ e g~m~ u ,n ~ n ~ o n ~ O C D n ~ ~ ~ o c a ~ o w ~,a~ o o 'a 3 ~ n ~ o v m ~ o a ° ,~. v A ~ 3 ~ O a !^ rt ~ •'c 3 0 0 0 '• [n o ~ 3 0 m c n-3e NORTH //4 CGiRNER~~ SEC. s-29-1s ~" 1 (SUR4£Y NA/L) i wt,,z Z a~ ~" N ~ u~~~ ~ 1 is N N m' ~ 730' ~~ _ t50' ~ I m / I~ 1 oo ~ p~p ~ L3` ~Lwo6. I rn ~ 2 °o >: ~ ~ r ~ ~ $ L2 , 247.5 _ G O NN ' 7s• c~ ~ v ~ Z I ~ ! 55' :r t~n3' ARN 4i ~ ~ ~- ( ~ `v' . ~r NWSE G.J . ".~~'"I" ~ WE ~ ~ i °~ ~'~ ' Or 1 LL " SNEI z " -~ r- ~ i a t ~; ' ~ ~ r.. °~ ~ ~ ~`" :. ;~ ~ LO~ 4 ~~ ~ , O z I / ~ 9 ~ ~- S>7g0.5f E 297 O4.- ~ / `-24 5-57t-. ~~ ~ ~ ° o ' r- / a o •n, ~ z~ ~~ f i N~ , ~'O T / y. m °~ / t3' i~oo ~b' Dye' [ t/2rym _Q ~ /7~./y ~ % / / 53' ~~ / /~ 7 E ~bv J~ / >. a ~e~ ~ ~. N ' ~i ~~ o' ~ ~ % ~ ~i ~ y g o . ~~ $ S• s ~~ r ~ ~ ~ ~ ~ r+i ~ m 3~ ~ a; ~ Q ~ w w i.~~ o,un iV m w ~, / / 2,y ~h .', R: O. W.• 110thA`ve~ . / ~ _--NBB'08'13'W 647.31 = S887D8_13`E i ~ 581.25' 1 ~'~_ 70.04'-} _ ~ -'r _ _ _ _ ~ - - - _~_ NBB'0813 W 681.80 ~` -' / 1 Ff:FND• {~ County Section Corner Monument of Record • Set 1' x 24' Iron Pipe weighing o minimum of 7.13 pounds per linear foot. O Found 1" Iron Pipe R= Recorded As • • • • • • • • -Building Setback Line (100' from R.O.W.) (Hwy Setback 50~ for D.O.T.) ~1NpL,4 (100' Setback shown on mop) ~D LgNO ' - R 45 S OF OVER 77 ~ 54 E S7874'47 ' ~ 8 ~1.7g• ~ 543.81 ' c~` o° !~ ~ 3~I O ~ a 6 f f i~ 2 ~' ~'~ ~ ° vi v ,t ` ,n s i ~ v~ ~ U o `~ AREA A ~ r is .n ~ I (SEE NOTE) ~ ~ ~.._ _ - __ t..-.__~ _.. -.._ ~ 586'14'4t'E ~ m N ~ 200.00' R=S8S'35'S4"E ~ :t ~i t4~ yy N O 6~ ~ n ~ WJ p _ ~ 3 m 2 2 ~~ I 7 1 = h~ SOUTHERLY LINE LOT 1 1 3 ~ VOL 4 PAGE 1113 S M C o~ _ _ . ~ H m u z si n ~ I i1.47• r°n ~i 1 LOT 5 ~ a; ~I z I I~ I Io 1 I~ Iz I~ FENCE SOUTH LINE G1~ THEN 7/2 O1F 7NE SW 1/4 17F IHE SE 7/4 e CENTERLINE 110th Ave. TOTAL AREA LOT 4• 181,560 50. FT. 4.17 ACRES TOTAL AREA LOT 5: 583,963 50. Fi. 13.41 ACRES AREA EXCLUDING R_O_W.: 581,783 SO. F'f. 13.36 ACRES TOTAL AREA LOT 6• 401.951 50. FT. 9.23 ACRES AREA EXGLIIDING R O.W_: 382,531 50. FT. 8.78 ACRES `~ --~ -NBB~08'/3'W 1384.84'- - -` ~T,.66.06\SIX/7H 1/4 GARNER / ~ / 110TH AVENUE ~G s-29-1s SOUTH L/NE Q~ THE SW 1/4 G1~ SECTON s (ESTABL F74QAI AES) D.O.T APPROVAL NO. UNPLATTED LANDS 55-63-2891-1999 AN EROSION CONTROL PLAN, FOLLOIMNG THE SUBMITTAL NOTE• LOT 6 SHALL HAVE NO FOR ON AND TWO FAMILY DWELLINGS. MUST BE SUBMITTED DRIVEWAY ACCESS OFF OF AND REVIEWED PRIOR TO HOUSE CONSTRUCTION FOR LOTS S.T.H. `63~ 5 AND 6 250 o zso NO~ TH JOB /98198 (slat) Prepared by. GRAPHIC SCALE A 8G E SCALE IN FEET: 1 inch 250 feet LAND SURVEYING do CIVIL ENGINEERING BEARINGS ARE REFERENCED TO THE SOUTH LINE OF THE Phone No. (715) 24b-4319 SW 1/4 OF SECTION 8, TOWNSHIP 29 N., RANGE 16 W. 109 East Third Street, P.O. Box 325 New Richmond, WI 54017 WHICH IS ASSUMED TO BEAR N88'OB'13`W. ~y y Sheet 1 of 3 Vo1.13 Page 3651 CERTIFIED SURVEY MAP Located In part of Government Lot 3 artd part of Government Lot 4, port of the Northwest Ouarter of the Southeast Quarter, and part of the Southwest Ouarter of the Southeast Quarter all in Section 6, Township 29 North, Range 16 West, Town of Baldwin, St. Croix County, Wisconsin: oleo being al) of a Certified Survey Map as described and recorded In Volume 4 page 1713 at the St. Croix County Register of Deeds Office. Prepared for and of the request of: ONMER: Thomas ~d Melody Kantan 1187 220th Street Baldwin, 1M 54002 Drotbd by. Krlstl A. Eylondt D.O T. NOTES PER TRANS 23~ As owner I hereby restrict Lot 5 and Lot 6 so that no owner, possessor, user, licensee or other person may have any right of direct vehicular ingress from or egress to any highway lying within the right-of-way of State Trunk Highway Na_ "63", as shown on the land division map; it is expressly intended that this restriction constitute a restriction for the benefit of the public as provided in s.236.293, State., and shall be enforceable by the department or its assigns. No improvements Dr structures are allowed between State Trunk Highway No. "63" right-of-way line and the highway setback line. Improvements and structures Include, but are not limited to, signs, parking areas, driveways, wells, septic systems, drainage facilities, buildings and retaining walls. It is expressly intended that this restriction is for the benefit of the public as provided in section 236.293, Wisconsin Statutes, and shall be enforceable by the Wisconsin Department of Transportation or its assigns. Contact the Wisconsin Department of Transportation for more information. The phone number may be obtained by contacting the County Highway Department. The lots of this land division may experience noise at levels exceeding the the levels in s. Trans 405.04, Table 1. These levels are based on Federal Standards. Owners of these lots are responsible for abating noise sufficient to protect these lots. _.3..... .mot ~„ T'~ '.7~ `^al 1} ~/~7/~ ~s ~ RONALD F t? lOHN50N s-1 T ee ~ . ~., AMIEF2Y. W>,S. P6 ~' ~ a ~op•A' ~•e: Np SU R~~ .r'r '~•o....„.w~° ,ioe ,~9a1sa (stal) Vo1.13 Page 3657 Prepared by. A & E LANG SURVEYING do GVIL ENdNEERiNG Phone No. (715) 24fi-4319 109 East Third Street, P.O. Box 325 New Richmond. WI 5401 /"'\. Sheet 2 of 3 ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT .AND OWNERSHIP CERTIFICATION FORM OwnerBuyer Jue.lE Ul'E3STE~., Mailing Address 5~ l t~ ~D~1Pz- sf i~l~~L ~~ W I .~r¢6 22 Property Address (Verification required from Planning Department for new construction) City/State Parcel Identification Number l-..--~=_.,/l~/. ~-~=/G~ LEGAL DESCRIPTION Property LocationSe~J `/,, S~ `/., Sec. _~, T 2~N-R~W, Town of „aq~w/~ Subdivision Lot#.4 . Certified Survey Map # ~?i~9 ,Volume ~..~_ Page # ~~ Warranty Deed # g~~~.~ ~ ,Volume 2% ~ Page # ~~~~ Spec house ^ yes ~no Lot lines identifiable yes ^ no S M MAINTENANCE SY TE ,. Improper use and maintenanceof-your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (I) the on-site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 days of the three year expiration date. `~ SIGNATURE OF APPLICANT DATE OWNER CERTIFICATION I (we) certify that all statements on this form are true to the best of my (our) Imowledge. I (we) am (are) the owrncr(s) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. L~~'~-,ksi,~ -X SIGNATURE OF APPLICANT ~c °7 / ~- ~ n`1 DATE ..s*.. •••••• Any information that is mis-represented m~ result in the sanitary permit being revoked by the Zoning Department. i/~i~- •• Include with this application: a stamped warranty det+d from the Register of Deeds office a copy of the certified stuvcy map if reference is made in the warranty decd U 29~81~'~~392 State Bar of isconsin Form 2-2003 WARRANTY DEED Document Number ~~ Document Name THIS DEED, made between Thomas M. Kasten and Melody A. Kasten, husband and wife ("Grantor," whether one or more), and Julie Webster ("Grantee," whether one or more). Grantor for a valuable consideration, conveys and warrants to Grantee the following described real estate, together with the rents, profits, fixtures and other appurtenant interests, in St. Croix County, State of Wisconsin ("Property") (if more space is needed, please attach addendum): Part of Government Lot 3 and part of Government Lot 4, part of the Northwest Quarter of the Southeast Quarter (NW 1/4 of SE 1/4), and part of the southwest Quarter of the Southeast Quarter (SW 1/4 of SE 1/4) ali in Section Siz (6), Township Twenty-nine (29) North, Range Sixteen (16) West, Town of Baldwin, St. Croix County, Wisconsin, described as [ollows: ei493i KATHLEEN H. WALSH REGISTER OF DEEDS ST. CROIX CO. , WI RECEIVED FOR RECORD 12/27/2005 08:45A1t WARRANTY DEED EXERT iti REC FEE: 11.00 TRANS FEE: 390.60 COPY FEE: CC FEE: PAGES: 1 Recording Area Na-ge and Return Address ~~~~~ ll. ~• . ~ Cz' ~ /~G' ~~~~/~.~ f yC~ ~ 002-1013-80-100 Lot Six (6) of Certified Survey Map filed May 26, 1999, in Volume 13 of Certified Parcel Identification Number (PIN) Survey Maps, Page 3651, as Document No. 605789, office of the Register of Deeds This is not homestead property. for St. Croix County, Wisconsin. (ia) (is not) Exceptions to warranties: Easements and restrictions of record. Dated p e~~.~ r; ~ , l7~~~ (SEAL) ~~ (SEAL) * + Thomas M. Kasten f(~,'\_C.J~-C,~--~ ~ . Kcc,~,~t~c,-~-~ (SEAL) * Melody A. Kante Signature(s) AUTHENTICATION authenticated on TITLE: MEMBER STATE BAR OF WISCONSIN (If not, authorized by Wis. Stat. § 706.06 ) THIS INSTRUMENT DRAFTED BY: Thomas A. McCormack Baldwin WI 54002 ACKNOWLEDGMENT STATE OF WISCONSIN ) ss. ST. CROIX COUNTY ) Personally came before me on De_<~y.+~.~ ~K: the above-named Thomas M. Kaategltnd o yam: nten . ~----- -~ - f to me known to be the person(s) dvho cute rthe faceing instrument knowledged the sam ~ ' .; - ..~ ; k Notary Public, State of WISCONSIN _____ _____ __ My commission (is permanents: ___ _____ ) (Signatures may lx aut6eaticated or acknowledgcd. Both are not necessary.) NOTE: THIS IS A STANDARD FORM. ANY MODIFICATION TO THIS FORM SHOULD BE CLEARLY IDENTIFIED. WARRANTY DEED STATE BAR OF WISCONSIN FORM NO. Z-2(103 'Type name below signatures. O State Bar of Wisconsin 2003 INFO-PRO"' Legal Forms • ieoo)ssszo2r • iMaprotams.com f 5/12 ROOF PITCH FRONT ELEVATION SCALE 1/4" = 1' mvTC r,v a tz+~rrrTir_ FOR REVIEW ONLY, NOT FOR C ONSTRUTION. DO NOT DUPLICATE coexiucx'r t,xA~mYS xartDS aoos GeNEMLNO'1Y5: -DO NOT SCALE DMN/ING -TNE CONTRACTOR SW WL VEEDY ALL DA4MIONS -ACnrAC Taues DtmcN eNA V. ee sY NtAMIPACTURER oR TRUSS DESIGNER -ALLDEfAS3 NOT SNOWNSNNLSE TXE RESPONS®RJ1'Y OP TIC OKTieR AND CONTRACTOR -PLUrowc, HBCTRICAL. Sfl'E CMDINO, AND HVAC DeSICN eY OT[iettb. FOR DUPLICATES CALL: CHRIS DOI`TICA LAMPERTS RIDGELAND 1-T15-949-1805 REAR ELEVATION SCALE 1/8' = 7' f fi ~ i x ... `c°~. . ~ 4 .' ~, 40' 0' ~: ;: ~ `~ x 0 4 0 0 4 iR ~ R 0 b 0 THI ONL FOR DUPLICATES 16'.6' - e panel clipped ' " ~ LAMPERT$ RIDGEL AND 22 -0 1-715-949-1805 A o ~ ~ ~ A MAIN 1=LOOR PL,4N LAMPERTSYARDSINC. PROPERTY OF m ; m m j,pMpERTYARDSQiC. ~ ~ ~ a ~ C '"~ '~°"° °"° '"'°NDeD °° ° eTt` "°' 0 b b 119 MAIN STREET WEST ~ a ~ PLANS SPECIALLY DESIGNED FOR: RDCaELAND WI 54763 _ ~ ~ ~ ~T , °RC,,,.~. a„ m ~ oneKm a~.~ ,.. O. •y GASSELLIUS CONSTRUCTION W:""":; s" ~: ~ ~ o PHO"E a-~el~, Fd,• ~ lo-xsllew , ~ ..a.~.,on,,,,o.~. J JUDI' UIEBSTER JOB ae InReorne w"e*w~craa. ~,..„,,. ,.,.......~. zo'-o" za-o^ IDH3448-2W IDH8648-2W LIVING RO OM x IDH3048 DINING ROOM BATH B R i 4 ® 2'-8' t3'-0' ~ w OO U 2. 8. H Y II DR M 2 § O II 4 4 " ^ ~ II f tY w N 2'-8" 3'-0" O 1L 10'3" 5'-0" ~~ LAUNDRY ROOM a'-a^ s~, j ~ C ~ p t,li ~ 3'-0' D G REVIEW I 7 NOT FOR ONSTRUTION. DO NOT D LICATE comlucerr t.na>Pmxs rnaDS aoo~ ~_ 1ST FLOOR PLAN BGdLE~ VI' . I'O" 1310 90 FT 11'-9 3/d" 28'-2 1/4' 1 L '~ r 20'-0• zo'-o• IGL7236 ~ i IX Q i~ i0 iy _ FAMILY ROOM ~o~-o• _ _ _ ~ ~ _ _ _ ------- --- -------------- _ _ _ _ -~ =s ffi-- _ _____ ---- IOH3648-2W --- --_- - - -- _- I ____ ____ _________ ~ i I I~ _________ I~ 1 _ _________________________________ _ ____________________ 1 ~ . ____ ______ _______3.0.___ _______________________ r ~+ 4 4 i 4 ~V „,. ~ ~ 4 1 OR REVIEW ,ONSTRUTION. LICATE comuctrr wsr~m'rs vnxns aoo7 t 1S T FLOOR PLAN SCALE: I/d' . 1'-0" 1310 60 FT FOR DUPLICATES LAMPERTS RIDGELAND 1-T15-949-1805 ~ ~ ~ ~ m ~ MAIN FLOOR PLAN LAMPERTS YARDS INC. PROPERTY OF m ~ 6 t.nMrsxTYnnnsurc. ~ ~ b ~ P' ~ Q ~ Q ~ PLANS SPECIALLY DESIGNED FOR 119 MAIN STREET WEST P °•E ~~+~ vs ° R u~een .e .o+. +wm ' n °.ro wwoee ~ o S ~ : RIDC3ELAND, WI 54763 . °.cw ec. u e"ai"9ee °r~o nucm . +.+ow a. .y o CASSELLIUS CONSTRUCTION ~°""°"n ~'~: ; ~ ; e° o R ~ ~ PNONE 11}949.1809 GAX ,I».9.IISe ,~ , s n , , . T %' J JUDY UJEBSTER JOB ~ : ~, I" ~~, ~~„R,x,~„ ~n• THI ONL DRAWIN ,NOT FOR DO NOT D 1 --------°----------------- rcaoss-------------------------- 11'-9 3/4• r ', r -, 4 ~~" ~~~. ~ F, ~, . ~ #; '. t ... ~. ;~' ~~. ~' .~/ ~/ys ~° 9 ,~ ~ ~.~IALQ F. >^l '~oHris~N -1 1 E3Fi ," AMEFZY. ~s~, s' O S R J~ ,Ott '~ FILED ~1 AY 2 61999 ~ KATHLEEN H. WALSN \ Register of Deeds SL Croix Co., Wf ., °~~ LS E03'7g~ ...,~ ~i ,r,~ '•~t (~ ~; x.;; 3 CERTIFI~___ n,,:. RVEY MAP located in part of Government Lot 3 and part of Government Lot 4, port of the Northwest Quarter of the Southeast Quorter, and part of the Southwest Quorter of the Southeast Quarter all in Section 6, Township 29 North, Range 16 West, Town of Baldwin, St. Croix County, Wisconsin; also being all of a Certified Survey Map os described and recorded fn Volume 4 page 1113 at the St. Croix County Register of Deeds Office. Prepared for and at the request of: ~~~ ~ ~.~Q; OWNER: NORTH 1/4 CORNER 1 County Section Corner Monument Thomas and Melody Kanten SEC. 6-29-16 1 ~ of Record 1187 220th Street (5URVEY NA/L) Baldwin, WI 54002 ~ • Set 1" x 24" .Iron Pipe weighing Drafted by. Krleti A. Eylandt o Z a minimum of 1.13 pounds per rn°. N linear foot. ~ w$~-• O Found 1" Iron Pipe OOp~ D f) X ~ ~ O y •• n~ s RRII c ~~ ~ -+ m ,~ D .gy fv i N (n 0 N f v n N C (/~ ~ c ~ ~ m m y ~ D Oho? ~ n ~~~f O. W J r R7 ~c z ~a a N O ~ rt 7 = N .P n m ~z II $ ~z II ~ ~ II ~ ~z II ~ v_ ~ ~~ m Zcn ~ v ~d oo vd n p o p 0f Obi : }: W .~. ONi V ao .A ONi V p~p . Wm pm Or'1 O~ Z m m m ' N ~ ~ ~ N W ~ ~ ~ Z m N ~: ~+' R= Recorded As I \ ~~~ r- • • • •8uilding Setback Line (100' from R.O.W.) 750' 1 130 ~ I m (Hwy Setback 50' for D.O.T.) ~NPLq (100' Setback shown on map) L t_3 I-~58, ~ 1 ' DEL) ~.AN 1 ` ~ I. i 4S S78 R~g7735 S~~OF p~ER 7441" E ' $ t .. , 247.98' E 7g1.7g' - ' 7g I ~ 0 ra :. I ~ ~ ~~ ~ 543.81' ~ o0 ' 155' O iW3: BARN ~ O~ ~ 3I Q O rn ;-. W?~. I b. ~ all O ~~~ / "~ N88'0 ?~ o I I M 2 ~'o: HOUS ^ v ^ y ~ ~ ~ / ~~~ o ~ cNO z = N I ~ itil h a' ~ • ~ :::~ ~ 3 4' cn o ~ w AREA 'q' Oa f y 3 O ~ co m ~ _' WELL rn Z~ II N ~ /~ -v° ~ ^~ nNi_ ~ o o ~ ~ ~ ~ i fOi ~ ~ l o SHEDS ~n ~ ~ (SEE NOTE) ~ v~ f rn m= ,p D Q II W ~ W S86'14'41 "E ^ o ~ ~ ~, ~ ~ ~ ' ~ 1 a 1 I-7 .~' o ' • N ~ 200.00' od . ~>> v ~ z o D~ • V I I ~1 ~' -~° n R=S85'35'S4"E ~ .f o: I o O to rt ~ f*1 n G~ -0 COI 1~ ^ : ^ ~ 6 ~ I M WI ~~3o m ~~~z ~' i z ~ z ~~~ i ao3 pl m~ g• ~ v, p J 11 577• ? \ ~ I io ~ I ~ ° nNi ~ Z W / ~ O ~--'297.041 E~ ~ c~rZ COS M EVOL. 41NPAGET1113 i 3 ~ rn I ~ ~ ° o ' r- / / /~ I ~ I aD N ~1 ~ \ Q D: I n rt~~ W Z /~//~ 75• ~ ~/ .: Jo \51.47' ~ °I n .. o N ~ ~ ~,? ~ a ~ NO ~1 m n° ~a a'- z ~. / / u~• 4j"'~/ / ~ N LOT 5 ~ ~ 1 a ~p a l a ` y m m / ~ ~ , r . ~~ M I h• ~ a ~ ~' ~ ~ ~~ w N ~~ ~~ ~~ ~• ® FENCE m p ~ / 2 ,~ p 3' ~ N88'02'32"W 631.87' ~ • - - ~ ti ~i ~ ~~~~ ~ ~ ~ ~ SOUTH L/NE OF THEN 1/2 OF p~~ ~ 2N ^rO U ~ N THE SW f/4 OF 7HE .SE 1/4 N ~~ / h~ Q e3,s• ~~~` ~ m $ i~ p J~ / ~~4 w w 10 Lj~v i /~ ~ ~q - rnCn Ir- i ~ _ / /•`~ ~ 3~~~ W ~ is ~N~ / ~ v ()QC~O~~ rn w IN ~ ~ ~ / ~ ~~ ~ ~ a~~ ~ ~° W ~ ~ ~ / =ey M~ ,', R.O.W. 110th .Ave. • ~ 0 0 ~ rn w / 9_--N88'08'13"W 847.31'- ~ ~~ ~~ 588'08'13"E ~ ~` _581.25' ':~ ,r~~` ij CENTERLINE 703.04'- _ ~ ~"~ - - - - - ~ ~ ~ ' 110th _Ave. ~= ~^ f 59.4' ~ ~ _ . , _ TOTAL AREA LOT 4: 181,560 SQ. FT. 4.17 ACRES TOTAL AREA LOT 5: 583,963 50. FT. 13.41 ACRES AREA EXCLUD ING R.O.W.: 581,783 SQ. FT. 13.36 ACRES TOTAL AREA LOT 6: 401,951 S0. Fi. 9.23 ACRES AREA EXCLUD ING R.O.W.: 382,531 SQ. FT. 8.78 ACRES -' ,- -„_ - - 813 W 661.80_ -''7 --><- -N88~08'13'W 1364.84'---___. ~= ~T / ~ / 110TH AVENUE ~~`ss.os' ~SOUTN 1/4 CORNER ' _ SOUTH L/NE OF THE SW 1/4 OF SEC770N 6 SEC. 6-29-16 UNPLATTED LANDS (ESTABL FROM 1)ES) D.O.T APPROVAL N0. 55-63--2891-1999 AN EROSION CONTROL PLAN, FOLLOWING THE SUBMITTAL NOTE: LOT 6 SHALL HAVE NO FOR ON AND TWO rAMILY DWELLINGS, MUST BE SUBMITTED DRIVEWAY ACCESS OFF OF AND REVIEWED PRIOR TO HOUSE CONSTRUCTION FOR LOTS ~ S.T.H. '63' 5 AND 6 250 0 2so NO TH JOB #98198 (stal) ~~ ~ Prepared by. GRAPHIC SCALE ' A 8t: E SCALE IN FEET: 1 inch = 250 feet LAND SURVEYING do CIVIL ENGINEERING BEARINGS ARE REFERENCED TO THE SOUTH LINE OF THE Phone No. (715) 246-4319 109 East Third Street, P.O. Box 325 SW 1 /4 OF SECTION 6, TOWNSHIP 29 N., RANGE 16 W. New Richmond, WI 54017 WHICH IS ASSUMED TO BEAR N88'08'13"W. Sheet 1 of 3 U. ~ 3~ ~. 3~O S .~~ ;~« V ~ ~ :~`~3+~25 • • ~~~ Z-lo ~2m poi ~~~ !~c e yw a °D- ni z o. N >~ 0 m -~ to in Nm~ z~~ ~O~ _ Z ~~m ~~ ~ o ~ D r rn z m m g N 8. O W O O O- Y FILED SEP 2y 1981 ~/~-ES O' CONkEL~ Rp4f~r of '; D55d~ CERTIFIED SURVEY MAP nW ~ Z Located in the NWy of the SE~a, 5'~7-'a of the SE's, and in the E'~ of the m W fractional ~ all in Section 6, T29N, R16W, Tawn of Baldwin, St. Croix w $ County,. Wisconsin. m STATE TRUNPC_ HIGHWAY 'f63" v - y EXISTING CENTERLINE r u o a ' w m ~I O q q _ _ _ _ _ _ "f N I I °3400"E 197.92 N ~ I ° 34~OO~~E 353.00 ~~ 9io ti o00~ EASTERLY RIGHT-OF-WAY LINE d N o 23~ pY x cg ..1 Q V - o Q m ~~ T•'~ g m - o t~ _ C Z ~ N o 0 ~ :- '~ : m ~" o° ~' I..O ~ ~ -' -;; o Z ~,, ~ ~ f O h m ~I- ~ W ~- - .m c~ ~~ m _-----_ Q W ~~ D o_ I ~ ~~ Z `!1 .p ~ J ._.. -`-.r ------- p ~ O (a r m ~ mm-m o m S Z N N ~ o m ~ ' G -~ o ? r ~~ z z '~ Z ~ m T ~ ., i v_ ~ -p Z ~ o rnm ~ "4 ~ u i ~ m ~ _ Z _ Z C c~ 3 m Z 01 ~ ---__ Isa~17'ss" :~ cn w .a ~ ~ ~ w.. N D A n -r~ ~f N ° ~,PPROVED Y CO,~~, ~.r~IN{3 ~ t t'P7~, NpRtH m~ .w° dd . BEARINGS REFERENCED TO THAT PART OF ~ ,~ THE CENTERLINE OF STATE TRUNK g 5°47 36 W HIGHWAY "63" LYING IN THE NI/2 OF THE SW FRACTIONAL I/4 ANO 7HE NWI/4 OF U N PLATTE D THE SEI/4~ASSUMEO NII°34'E ------------- THIS INSTRUMENT DRAFTED BY '- C~-~~'~ m ~'\ 1 ..~t - -- ~- APPROd ;'y .~: SEP 16 1981 St. CRO-X COUN?Y CO~p ZO N p6 KpMMI'IT~ 1NG g go2a'os"W 245.00 H I w O ~ m Z N O ~ w° w a ~ ~'! ~ o A q ~ m a fA ~ rn ..m N l ~ o o~ °= o O _ O I/1 N °- I ° n ;i m I .. D ~ 9 0 a F ~6.. 3 ~ -~ 448.87 1 L ANDS ---------- I,. Vol. 4 Page 1113 481-309 •Z ~-p 'r ~~ ~~ ~m ~~ '~ ~r ~ 'D w .Z ~ ,o ~ '~ .~ m O a s y t0 V t0 ~o 0 z 0 Wisconsin Departrnent of Industry, SOIL AND SITE EVALUATION REPORT Page ~ of 3 i.abor and Human Relations Division of Safari ~ Buildnos ,.,,,,_~ ...:aL. n ~ m nn nr ur.., w..~.., n...~.. ......,...,.....,u.." ., ..... ...... ...............,...... COUNTY 51'" ~ C~ ~ X Plan must include Attach complete site plan on paper not less than 81/2 x 11 inches in size but . , not limited to vertical and horizontal reference point (BM), direction and % of sbpe, scale or PARCEL I.D. # dmensioned, north azrow, and location and distance to neazest road. ~1~}n1G APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION R D / ~ E a PROPERTY OWNER: PROPERTY LOCATION ~ 1~A -vft"C. TO Y" ~ ~'~~ Wl ELUp~( 68V~L~ S w 1/4 _ 1/4,S (~ T 2.q ,N,R L ~ E ( W PROPERTY OWNER':S MAILING ADDRESS - - LOT BL K # SUBD. NAME OR CSM # ~ ~ ~ ~ Z zo , ~- sr. - e--s~ 3 3Slo( CITY, STATE ZIP CODE PHONE NUMBER ^ ^VILLAGE (MOWN NEAREST ROAD ~ f~~- wf S~looZ h I S) 684- ~ ~3 t~~ply I ~ ~ S ~ b3 (~ New Construction Use ICJ Residential / Number of bedrooms y [ J AdddiQr- to existing building j serfle [ J Public a commeraal desaibe Code derived daily flow b ~e gpd Recommended design baling rate ~ ~ bed, gpd/ft2 trench, gpd/ft2 Absorption area required S 0o bed, ft2 S ~D trench, ft2 Maximum design loading rate ~ y bed, gpd/ft2 • S trench, gpolft2 Rewmmended infiltration surface elevation(sj `~O~D ~ ft (as referred to site plan benchmark) Addifional design /site considerations ~ ~"~`-O wl B"K 6 3 ~ t3 ~ (~r,ovn~ w J S ~K1 S~~~.~ ~N ~r 3 8 DR.~I 4}tj h~\ Parent material s, ~~r-r ovis2 ~ ~ ~ ~~ Flood plain elevation, if applicable Yu • f1- ft S = SUftablE far System U =Unsuitable fors stem CONVENTIONAL ^ S t~J U MOUND ®S ^ U IN-GROUND PRESSURE ^ S ®U AT-GRADE ~ S l~'U SYSTEM IN Rl ^ S ®U HOLDING TANK ^ S ~ U SOIL DESCRIPTION REPORT Boring # {;{:.;nom>..::-: 4:k ~ ... ~n> Ground elev. a~-Zft. Depth to limning fa3o4 ~, Boring # ~~~' -.< t, kt. ~?'} ^'MiihS~i:?~ ~::-~-i::-:._... Ground ele~+. g~ fL Depth to limiting factor .3~M Horizon Depth Dominant Color ~eS Texture Structure ~~~ Roots GPD/ft in. Munsell Chu. Sz. Coat Color Gr. Sz. Sh. Bed Tench o-Y~ lOy1Z 3! 2 ~ s~ Z~sbk m'Fi~ es 1~ •5 ~6 2 g-f ~ lu~f R Sly ~ s, I Z,'~sb-~ m`~. aS lug . S • 6 y ~-~ 3 y S '~ tz- .~ ! y - sc.1 1 ~- sb h m ~>.. c~ _ , z , ' 3 S 3y-4~ t O`i R y~Z ~ lS ~f 2 S! e ~ v rv, m'Ft~ tvP . 2 Remarks: ~ o_~ ~o`,tcZ 3!Z ~ sil Z`Fsbk w-`f~ cS ~~ ~ S -6 Z ~-l~ w`i tz 3l` s~ 1 2.'Fs~rc >»~ eS 1uf ' S = ` 6 3 10-32 ~S`•tR 31Y - L leSbk v~'~ti^ Ci.v '`I -S y ~z_~ S`-ftZ. ~!Y f~•SytZsl~ sal l ~Sb1~ wi~1- eS - wZ~.3 ~, ~;,: ~ J~~ ~ ;~ ~ry~E~ ~, Remarks: ~ ~`f t ? t -~~ TName:-Please Print Phone: "`J~ C OIX '~" Arthur L. We erer 7 5{- 25- ~,''' e~erer Soi Testing & Design Service-P.O. Box 74 River ]~`s~ W~02 •~ Sgnahxe: ~ ~ ,r qE1,'~-13 S - Date: ~ ~ ~~ ,i ~ ~~~ ~ ~1~~~-. ~ 6 - 6 - 1 0 5 75 PROPERTYOWNER_ ~~~V`T~N SOIL DESCRIPI'iON REPORT PARCEL LD. ~ P ~hl~ 1 ~ C Boring # 3 ~~3 Ground elev: ~; , 9`~t~ft. Depth to limiting factor ~-1N Boring # '~. Ground elev. Depth to limiting factor Boring # i •~~~\~Vk4 ~~h 4 Ground elev. ft. Depth to limiting factor Boring # v >. `~ Ground elev. Depth to limiting factor Page 'Z of 3 . Horizon Depth i Dominant Color M Mottles Texture Structure Consistence Bo~x~dary Roots GPD/ft n. unsell Qu. Sz. Cont Color Gr. Sz. Sh. Bed Trer~ e_ $ L D ~i ~ 31 ? ~' s l~ l Z Sbh m`F'r ~-S 1 ~ • S , b 2 S-t 6 Lo`1 rz s! Y -- s, 1 Z~¢s~k w,~ c-S lv`~ ~ 5 ~ 6 3 lb-Z,~ ~-S `1R ~/y _. ~ 1 ~ sb~2 -~ ~ ~.~, ~ .~~ , 5 . y Z~-yo. 5 yri 3!y ~-jisY2.s14~ sc 1 ~ e.S~k yvi,'Ft- ew -- , Z . 3 S ~lo-S ~ • S `t 2 Y l y Sc ( o h, Y-~. `~-). _ Y`i~ . Z } Remarks: Remarks: Remarks: ~ ~ Remarks: SBD-8330(8.05/92) PLOT PLAN Page 3 of 3 .+ SCALE 1"= ~-( ~' --~ '-~ ~ ~~ ~~ _ ' et,geY ~ 3!v'`~IR ~~UC 1~tp~ e•. 2 w ! Lq.'~ / co,v Zvv~ ~1 , Q 9.0 ~, 3 2. ~~° /~ ~. Zs~~, ~~ ~ ~ / , / / ~ / `3.1/ - . ~ B.3 ~; / Z/ ~ ~ 9q b ~ ~ ~L ~O -~OT c?d`MP~-T OR • / ~ ~ ~ a // ~~S1v\2~ `slits l~-2lsA_ ~ ' ~,~ g-"t~-/ - fit.. tuu.ti'o-., 6~~ tt~-6N ~i ~~y° D-R'~p.~e p~oE w / ~,~~ 0 J~` ~LiU SE ~ 8E R-fi C.~t~ST 2.S ` PR-Uwt W-pvl~, / L,o~4l~y~ S'rc~~ c.N~ ~ _~--~,,~r~t-s ~~ '~ 51~ ~~~ %~ ~ti s ,~ - j ~i8-13S-~ ~~t"~.~-. '~~~~~`•~- ~ . ~ -`1`'' (715 ) 4 .5 - n ~ 5 i40 0 5 7 6 CST Signature Date Signed Telephone No. CST # Wis~nsinDepartrnentoflndustry, SOIL AND SITE EVALUATION REPORT labor and Human Relatans 'fliuieinn of SafAty b Rtrldme u , ur._ r~_ n_~_~.. Page ~ of. 3 ~ - III QyW1 V ..aM ~ aLJ ~~ a W.aiv, .• W. i •V,,,. WYV ~~ ~' ~ C~ 1 x Plan must include but lete site lan on er not less than 81/2 x 11 inches in size a ch com Att , p . p p p a not dmited to vertical and horizontal reference point (BNn, direction and % of sbpe, scale. or PARCEL I.D. # ' dimensioned, north arrow, and location and distance to neazest road. ~1~) NG APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION R , ~B~^ DA PROPERTY OWNER: PROPERTY LOCATION ~RA~fiL 'jp }+~ ~~~ ~ ~p ~~ 1~.~ jT~~ 6AY~.L.4T 5 ~ 1/4 _ 1/4,S 6 T Z,4 ,N,R L 6 E ( W PROPERTY OWNER':S MAILING ADDRESS LOT # BLOCK # SUED. NAME OR CSM # CITY, STATE ZIP CODE PHONE NUMBER ^CITY ^VILLAGE MOWN NEAREST ROAD t3 f~L~:~,liv, w~ SYoOZ h ~S) 681- ~t3 P~L~~JIfV uS~ ~'~ ~(j New Construction Use ~] Residential / Number of bedrooms 4 [ ] AdditiQr- to ex'sting buikfing j Replacement (] Public or oommerdal desaibe Code derived dairy flow boo gpd Recommended design baling rate ~ ~ bed, 9P~ ~ - tr~M4 9P~ ft2 S ~D trench ft2 Ma~6mum design baling rate ~ y bed, gpd/ft2 • S trench, gpd/ft2 Absorption area required 5 uo ~ , , Recommended infiltration surface elevation(s) `DO-D ~ ft (as referred to site plan benchmark] Add~tionaldesign/site considerations w1o~n.0 %~IS~K 63~ 8~-9 (r,ovr,I~ w /S ~K'1S~`11v.~CH for 3 BDI~"f ~U/`'rE\ Parent material s ~ :.1y c~vi` 2 ~ \ ~ ~~ Rood plain elevation, 'rf applicable Yu • -1- ft S =Suitable for system CONVENTKMJHL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM ~J FlLL HOLD~IG TANK U =Unsuitable for s stem ^ S ~(U ®S ^ U ^ S ®U ^ S [~U ^ S ®U ^ S ® U SOIL DESCRIPTION REPORT Boring # ~:jti:miY'ii~:ki: ~<~ ~ <>:. Ground elev. a~ -Z ff. ~~ limiting factor 34" Boring # ~:• ~~ g~ Z n %;~~- Grotmd elev. 9~ fL Depth b limiting iacbor 3Z" H i Depth Dominant Color Motbes Texture Structure Consistence eoutdar Roots GPD/ft or zon in. Munsell Qu. Sz. Copt Cobr Gr. Sz. Sh. y Bed rends o-U to`itz 3 / Z si Z ~sb~ m'h- es 1~ •S ~ 6 Z $-)~ lu~i2 S/y '' S, I Z,'Fsb~t wr`~.. eS 1v~ .5 ab 3 ~V-t, ,.s~lZ ~/y L 1.~sbh m~~ ew - -mil •5 y ~~ 3 y S `7 lZ 3 ! y ~ sc. ~ \ L- Sb h vn 'Y 1- Civ ~ Z- ' ~ 3 S 3~1-~! 1 o`f R y~Z ~ tS ~t IL S! C ~ v ~ wr'~N ~ € . Z Remarks: ~ o-~ ~0`1Sz- 31Z - sil Z`~sbk m`f~ eS ~~ ` S ''6 Z ~-to ~o`t ~ 3!` _ s~ 1 2.'Fs~r~ ~-'~'t- eS \uf ' S ' 6 3 b-3z ~SyR 3~y - L lesbk v~t~t ~ Cw - -~[ -5 y ~Z_u S`1 (L.31tf f~.s~.gtLs1~ seI 1~Sbh 1 ATE- eS ~ wZ-.•3 S u2,S$ LO`2 R ~/ 2 " ~~ ~7 ~ ~t- NP • 2 STN~ne:-Please Print Arthur L. Wegerer X18. 715-425-0165 egerer Soi,~. Test-ing & Design Service-P.O. Box 74 River Fa11s,WI 54022~~ '~ yL L ~'~~/'~~'~y tr-~. 9g-13 S - ~/ Date: ~ - ~ -°1 ~ CST Number 0 5 7 6 PROPERTY OWNER ~f~~V`T~1`J SOIL DESCRIPI'IUN REPORT PARCEL I.D. # P ~h/~ t ~v C Boring # 3 Ground elev. 9-~ ft. Depth to limiting facZtoy~ N Boring # (3rannd' ; ' elev. ft. Depth to lim(ting factor 8.aring # Ground elev. ft. Depth to limiting factor Boring # Ground elev. ft. Depth to limiting factor. -Page? of 3 Y Horizon Depth Dominant Color Mottles Texture Structure Consistence Botx~y Roots GPDfft in. Munseil Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench b- ~ l 0 `'t ~-- 3 l 2 s ~' 1 Z Sbh w~'~h ~S 1 ~ • S ~ ~ 2 $-t6 Lod rz s!y -' s, t 2.~Qsbk w,`~-`ti, ~S lv`~ • 5 ~ 6 3 16-Z.~ ~-s yR ~/y - ~. 1 e sb12 1-n ~ cam, - .v~ . S y z~-yo S yrZ 3!y ~~sytz.sl~ sc I ~ eS~k ~,~~ ew - , Z. . ~ S ~(0-S 7•S `1211/ N ~,(. O~ `n h~Tt- - i vv1~ .Z 1 i Remarks: Remarks: 3emarKS: i i I ( SBD-8330(8.05/92) 4. .. vim, I Z~ti ~ .~ J~ ~i~ J/, .~,' ~,, C PLOT PLAN SCALE 1"= y,'p'~ Page 3 of 3 ~•~ `~ 8-~~2.. - C£..q9-8'ow b"tt-tGy, _ y ~ r- ~_ ~'~A~ 3JV°~I/j 1~UC Ulpp' g•. Z ~.v l Lq'~} . ca~.,Zvv~ Et . aq.o' /`~~( - t3ti1'N~ u~ ~L'A fit. lpU.b ~ ~_ ~, ~~o ~ ~ \ ~s~y ., ~~ / ~`/ - / g~l / ~ ~. q~ i ~ ~ i ~ ~~Slv~~-D '~-ls A-R.~A_ 32. / ZS. ~ fly'` D ~ R~' P.V C_ P~ PF w / ~>~ ~~{UU{~SE 1~ 8E AT' C.~-ST ZS ` FR.Uwi W~OV~p, Lo~l~Ut~ S~~-c.N t. ~/ J~'~ s ~. ~~ ~~~--~-~--.rte-.~~~~J~, S x S ~ __ ~-ec l o~ ~, CSf'j'1 13~ 3S~o ~ - ~'~((.S'7" INCA t~U~/t~ No~7~{ of I ~ ~~ Sl ~ /~ ' `~"`~'~~-. ~~?~ ~"~- ~' ._~ `f" (715 ) 425-n~ ~8-13S-~ ~5 1400576 CST Signature Date Signed Telephone No. CST # w nsin Departrrient of Industry, SOIL AND SITE EVALUATION R E P O R T tabor and Human Relatwns • Division of Safety & Buildnas __~ .._ .~ .. ~ m n r .. r._ • ~ _ ~._ ~_ Page ~ of 3 F ......vvv.v ..,a...~. ... vv.vv, ...v. ..v.... vvvv COUNTY W ~~ - ~~ l~ Attach COm lets site lan on p p paper not less than S 1/2 x 11 inches in size Plan must include but . , not limited to vertical and horizontal reference point (BM), :direction and % of sbpe, scale or PARCEL I.D. # dimensioned, north arrow, and location and distance to nearest road. APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION REV Y D TE 4 PROPERTY OWNER: PROPERTY LOCATION '~ut<-1-~Ut~h L ~~Y~1 ~'~ M Er.L UD`•( k ~ >^.J~ ~'IV ~6A~fFt6i Skj 1!4 - 1/4,S 6 T Z °I ,N,R ) (o E (a~ PROPERTY OWNER':S MAILING ADDRESS T # BLOCK # SUED. NAME OR CSM # CITY, STATE ZIP CODE PHONE NUMBER ITY (]VILLAGE (MOWN NEAREST ROAD BBL wt/v , %vl S~oc~ ~ (`?tS) 68tf- 2613 e~~~, wl fv ~~O`R1- ~v~, . [~ New Construction Use [:~C] Residential / Number of bedrooms 3 [ ] Addii2iQn to existing building j ]Replacement [ ] Public or commerdal desaibe Code denied daily flow 4 S ~ gpd Recommerxied design baling rate • Y bed, 9P~2 - trer>ch, 9P~2 Absorption area required ~ ~ ~ bed, ft2 ~-' ~ trench, ft2 Maximum design loading rate ' S bed, gpd/ft2 • b trench, gpd/ft2 Recommended infiltration surface elevation(s) ~"~ ~' - O ft (as referred to site plan benchmark) Additional design /site considerations V~-~v r~.p w / ~'K ~(~ ' 8 ~, f"'1 i Al • \ ~` ~ F ~ ~p =? ~~ , Parent material s ~ ~~ ou~z. s ~ ~~L Flood plain elevat'wn, if applicable N • 11 • ft S =Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FlLL FK)LDING TANK U =Unsuitable fors stem ^ S ®U ®S ^ U ^ S ®U ^ S Lsd U ^ S ®U ^ S ® U SOIL DESCRIPTION REPORT Boring # .:;. :< Ground lev. ~.~• o fL Depth to limiting factor S~k Boring # ;<:~~: :~. >w~ ;::; Ground elev. 9 S.S/ ft. Depth to smiting tactor Su`' Horizon Depth Dominant Color Mottles Texture Structure ~~~~~ ~~, Roots GPD/ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Tiertdi Z ~= z-~ ~.0`-~ ~Z. 3 l 6 - S i 1 Z-~sbk w- ~C i- e ~lJ -- • S • b 3 Z,-s6 ~.s ~~~~ - ~' ~ I ~ ~sbh ~~r-- ~,~, _ ~~ ~S ~ s6 _~ 6 -~, S ~, 2 ~~6 ~ ~ ~, R s ~~ `~ o~ n~ v ~~ - ~ , s - ~ }mot o1a lv~z _ ~ ~T 1~1 Remarks: a-~ l.p~[ IZ- ~ 1 z si 1 Z..`~s b ~~>^ ~-S -~ • S ' b 2. ~-~0 ~v~-ttZ ~l(o s i 1 Z~'sbk 1Nt'~h Crv • s - ~ Z~-S'~ S `t tz 3l 1 t. ~ - `S ~~se~ - ' ~.1 fir- ~HZ V ~ 1 ~ ~~ ~ Y ,. ~~, ILA'' ~~~ - _~ - i 9 Remarks: ~~.,~ coU~ !X - ~ , ,;_., i CST Name:-Please Print Arthur L . We e r e r Phone. 715 -4 2 5'~-016 5 SCE egerer Soil Testing & Design Service-P.O. Box 74 River Fa11s,W ~~ Signature: ~ r ~ 1Z ~~ ~* ~ q 9-13 S _ .~ Date: ~ ~ ~~. ~ CST Num 0 0 5 7 6 ~L-G , _ ~ i PROPERTY OWNER ~f~riJ`~'N SOIL DESCRIPTION REPORT PARCEL I.D. q `c1- ~~11 ~/ C Boring # 3 ,. Ground, elegy. °-8.b ft. Depth to limiting factor ~ ~Z" • Page ? of 3+ .6 M Horizon Depth in Rominant Color Munsell Mottles Q S C l t C Texture Structure Consistence Boundary Roots GPD/ft . on u. z. or . o Gr. Sz. Sh. Bed Trerxh 1 ~ - ~ L d iZ. 31 z - i 2, sb >~~ f t•- ~. S -. . S • l Z ~-~$ 1.v~ R 3!6 -' s r~} Z~'sbk ~~,- cam, -- . S .L 3 t$ -33 l,S `t ~-3C s ~ Zwi S bk lvr-~y. C.t1/ .- ~ S . ~ ~ 33 ~ ~ - S 7 R 4/ / >o - `~s O~ yn v`~- _ ~ ~( i s i t Remarks: Boring # ''~~r' ~~ `~fi .. . _ Ground elev. ft. Depth to limiting factor Remarks: Boring # '~ .r~`~ Ground elev. ft. Depth to limiting factor Remarks: Boring # ~ S~ ~. Ground elev. ft. Depth to limiting factor Remarks: SBO-8330(8.05/92) 4 PLOT PLAN SCALE 1"= ~D' bfiiys'~:1D BE _},~' Lt~''ItsT~S'-~wi--~W+~- _. _ t'.1..1_ K k ~ S~, '~ a . L'ti,°~S ~ s•Z ~o n~ilT e-Or1~R-~,T' c~R ~~ ZS_~. o~S~U\zt~ `Zt11~ ~PSR~'A -~ i o. / b // `~ ?.s 3.1 /\ ~ 96°_ ~~, ~PPcLoy.. r~-v~,vu~- c..oT uti~ q1 Page 3 of 3 Pv C t~ ~p~ wlcJrl~/ 3 2 . , cOwly \Z ~1.. R-1. p , ~~l'Y'S`p of ~3kS~ o. S'M~n.~, I / Lulu}~ s~T~~( ,__ ^~/ l FEN c~3 x i ~~~ ~ ~~ CC, ~~o '~ ~~., ,~, N M ill vs~~6~' z a ~8-135-2 ~~~~~~~=~~~~ti.- ~=~-~ `~~~' (715 ~) 42.5-~i ~S 1:400576 CST Signature Daie Signed Telephone No. CST ~ Wisconsin Department of Industry, SOIL AND SITE EVALUATION R E P O R T Labor and Human Relatwns 'DIVLSIOnof$af@fY ~ BUIIC~ndS :_ ____~...:u. u ~ in nn nr ur._ w~~ n...a_ v Page ~ of 3 . ..... ................~..........,.,, ..,.............,.... COUNTY •' = cj~'. C~j L~[ Attach complete site plan on paper not Iess than 81/2 x 11 inches in size. Plan must include but , not limited to vertical and horizonW reference point (BM), direction and 9'0 of sbpe, scale or PARCEL I.D. # dimensioned, north arrow, and location and distance to nearest road. ~~D 1 ~C APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION R IEWED Y D TE PROPERTY OWNER: PROPERTY LOCATION ~Z/c<-l~u~vk t_ ~)Y•'1 Pr-~'~ M~'-LOO`t ~Cft~rJRS.'ly ~BVT-L~ SW1/4 - 1/4,S 6 T Z~j ,N,R ) 6 E( W PROPERTY OWNER':S MAILING ADDRESS LOT # BLOCK # SUBD. NAME OR CSM # 1 \ Q\`t ZZ.O `f}} S'i-~, - - P \Zv pc1S'~p C S >~ CITY, STATE ZIP CODE PHONE NUMBER- ^CITY ^VILLAGE (MOWN NEAREST ROAD SQL wt/V , %vI SOU :. (~(S) 6~~f- 2613 3~~. wI ~ ~1p..~ f~U~, . [~ New Construction Use [xJ Residential / Numtter of bedrooms 3 [ J AddibQn ro existing fwildmg [ J Replacement [ J Public or commercial desaibe Code dernred daily flow ~ S `~ gpd Recommended design loading rate ~ • `/ bed, gpd/ft2 bench, gpolft2 Absorption area required 3 ~ ~ bed, ft2 ~ ~'' trench, ft2 Maximum design k>ading rate • 5 bed, gpd/ft2 • ~ trench, gpolft2 Recommended infiltration surface elevation(s) ~ ~ - O ft (as referred to site plan benchmark) Additional design /site considerations ~-~D '~ / ~'X ~ 7 " a ~. I"11'u • ~ ~.-` O F S ~1~ =~ ~ L . Parent material s ~ ~`M ou~2 s 1 ~11.L ~ Flood plain elevation, if applicable ~+• ~l - ft S =Suitable for system ~~~- MOUND M-GROUND PRESSURE AT-GRADE SYSTEM W Fq..l. HOLDING TANK U =Unsuitable fors stem ^ S ~ U ^ S ^ U ^ S ®U ^ S ~ U ^ S ®U ^ S ® U SOIL DESCRIPTION REPORT Boring # Ground rev. ab-o fL x~, J .. ~:: 2....hvh..:i "i- Depth to limiting factor S6" Boring # :~;~} ~~3 2 ~: 3;~ f Ground elev. 9 S.~ ft. Depth to limiting facts S W" Horizon -Depth Dominant Color Mottles Texture Structure ~~ ~~, Roots GPDlft in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Bed rerldt Z $ Z-~ ~0`11Z316 -' sib Z'~Sbk wt~: ew -- •S •~ 3 Z~-s6 ~. S ~-L~.3 c - L s ~ ~ e-s bh ~'F t- - ~ f,~ _ , ~l ~ S 1{ sb _b 6 -~, S ~ 2 ~/6 ~ ~ ~r R s~ `~S o~ rv~ v't'-t~ - ~ ~ . s Remarks: O-~ l b`11Z 31 Z ~ S t 1 Z`Fs b wl'Fb- ~-S . S•~ Z ~-zo >-vkc~-3!~ s i ~ Z~-sbk wt~F-- c~,~, - , s • ~ 3 ?JJ Z.7 -1. S'-f R~1~ - S ~ 2..w, S Zak 1'-'1V `F~ '~° 1.v • S • 10 2i-SV S y tZ 31~r L sy ~~sb ~ m ~-- ~S ~ ° 3 ~ • y S S~/-6 Z to `1 TZ S 1 Z 1 S `'1 YL S ~$ S 1 ~~ yn ~' ~- Nl~- • 2 Remarks: ST Name:-PleasePr~t Arthur L. Wel;erer P~ne~ 715-425-0165 ~eg rer Soil Testing & Design Service-P.O. Box 74 River Fa11s,WI 54022' ignature: ~,,, - q a` ~ S _ ~ Date: . ~ _ ~~ _ ~, CST Number: ~-tZ; - ~1.'C ~ zs-. ~ M00 5 7 6 PROPERTYOWNER_ ~-f\t~l`Rr'ti SOIL DESCRIPTION REPORT PARCEL I.D. # !~- ~A1N C Boring # 3 Ground elev. °~8.0 ft. Depth to limiting factor ~Z~ Boring # Ground elev. tt. i Rage ? of 3~ Horizon Depth In Dominant Color M ll n Mottles Q S l C C Texture Structure Consistence Bax~ary Roots GPD/ft . u se u. z. ont. or o Gr. Sz. Sh. Bed Trends 1 ~-~ ~ D 2.31 z - ~ Z s~ mph e S -- . S , l Z Q-~8 .. >,v~c iZ 3/6 - 5,~~ Z S-sbk >~~fi- cr,~, .. . S ,b 3 ~8 33 7-s `i R-3Ly ` S~ Zwi S b>T lvt r c~./ - ~ S - ~ ~{ 33 7 1 • S 't R r1 / b S C~~ Yn v'E4- • K .S 1 Remarks: Depth to limiting factor Remarks: Boring # Ground elev. ft. Depth to limitlng factor Remarks: Boring # Ground elev. ft. Depth to limiting (actor Remarks: SBD-8330(R.05/92) ~ . Y ` ~. PLOT PLAN Page 3 of 3 SCALE 1"= ~D' . ~L~iS ~ std, Sty" Diq~. ~v C P tp(; w/c.~u o F- 0~ 1"1;4 ~ _ ~1 . 1UU• 0' ~N to"ti-t.6N, ~~v" ~q- PvC ~lPls w/UY'~f a `~'N~s~-.Zp ~E:_t'ti'`_ L~T~S'~ Fiz~i-"~"1oti~- - -- w~,l, k '. k 1 S~• ~~ 4 ~ ~o NvT eAr1PR~' UR ~~ 2S_~. ~ 1 S~U~~ `R17s '~R~'A -~ 3 2 . i o. / ~a /~ i i a b `\` 3,•1 ~ a6°_ ~~, S~M~iv, I ~PPR.ox. rw~~ ~Y u,..~ _ ~o`CTp 8.3 ~ ~ ~q8°_ ~0 L.yC.~lU~J S~T~~[ i ~__ i r ro/ ~F~~~ ~ x j/ Sl~~ i ~~0 ~Ttt R1J~ - CY, ~ ~ o 'cat- ~r . - - ------ _ - - ~ o. ~ S -n i ~ lU ~ V S~ ' ~~' r~ ,3 i4 //~~ ~i8-13S-2 l~Zx~_~~~,~~2, E:--(, -`~'~~ (715 ) 425-(11 5 1400576 CST Signature Date Signed Telephone No. CST ~ ,~ N M t Parcel #: 002-1013-80-100 os/2s/2oo~ 09:11 AM • PAGE 1 OF 1 `' klt. Parcel #: 06.29.16.90A-10 002 -TOWN OF BALDWIN Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): O =Current Owner, C =Current Co-Owner O -WEBSTER, JULIE JULIE WEBSTER 521 W CEDAR RIVER FALLS WI 54022 Districts: SC =School SP =Special Property Address(es): * =Primary Type Dist # Description SC 0231 BALDWIN-WOODVILLE AREA SP 1700 WITC Legal Description: Acres: 9.230 Plat: 3651-CSM 13/3651 SEC 6 T29N R16W PT SW FRL 1/4 BEING LOT Block/Condo Bldg: LOT 6 6 CSM 13/3651 9.230AC Tract(s): (Sec-Twn-Rng 401/4 1601/4) 06-29N-16W Notes: Parcel History: Date Doc # Vol/Page Type 12/27/200 814931 2948/392 WD 1997 836/177 2007 SUMMARY Bill #: Fair Market Value: Assessed with: Use Value Assessment Valuations: Last Changed: 10/25/2006 Description Class Acres Land Improve Total State Reason AGRICULTURAL G4 9.230 1,600 0 1,600 NO Totals for 2007: General Property 9.230 1,600 0 1,600 Woodland 0.000 0 0 Totals for 2006: General Property 9.230 1,600 0 1,600 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: 04/17/2001 Batch #: PRGRM Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Tota I 0.00 0.00 0.00 RECEIVED JUL 1 1 2007 ST. CROIX COUNTY EROSION & SEDIMENT CONTROL PLAN Site location: 110`x' Ave, Lot 6 of CSM #603789, Town of Baldwin Owner(s): Julie Webster Parcel ID #06.29.I6.90A-10 Code Administration 715-386-4680 Under St. Croix County Zoning Code 17.70(3)(b) 5: "The (Zoning) Administrator may attach reasonable erosion prevention conditions to a permit approved for issuance." In Land Information ~ addition, Wisconsin Uniform Dwelling Code Comm. 21.125 requires the building permit Planning applicant and/or landowner to follow erosion control procedures and maintain them until 715-386-4674 the site has been stabilized (Uniform Dwelling Code Comm 21 is available on-line at: www.commercestate.wi.us/SB/SB-DivCodesListing.html) Real Property 715-386-4677 The Owner of the above parcel is responsible for notification of all contractors performing construction activities on this site that an Erosion & Sediment Control Plan is in effect and the Recycling following activities will be required in order to maintain compliance with the plan: 715-386-4675 1. Maintain existing vegetation wherever possible to minimize erosion and sediment movement. The primary source for construction site runoff will be the house foundation excavation, driveway, well drilling, and soil stockpiled until final grading and stabilization is complete. Septic system installation adds to temporary disturbance, but establishing cover on exposed soils will prevent erosion. Apply seed and mulch as recommended in y below. Install construction entrance before any excavation begins!! Construction equipment and vehicles must utilize a stabilized driveway access off public road for heavy equipment; this includes cement trucks, well drillers, and other contractor's vehicles that require access to the property during construction. Avoid muddy, rutted conditions that may allow contaminated runoff to reach waterways and/or drainage ditches. Property owner must repair damage to ditches resulting from multiple access points and sediment tracked on public roadways must be removed at the end of each workday. 3. Do not allow contaminated runoff to be directed onto neighboring property or into surface water conveyances. Create temporary diversions graded ALONG CONTOUR between excavated areas and any potential receiving waters (this includes driveway & road ditches) by routing contaminated runoff into vegetated buffer areas on owner's property. (Refer to specification sheet for temporary diversions available from county). 4. Stabilize exposed soils (septic system included) with seed and mulch immediately after installation - do not wait for final stabilization and/or landscaping of entire site to establish permanent cover on the site. When late-season weather conditions will not permit seed germination, a heavy straw mulch cover will prevent erosion until vegetation can be established. Erosion control matting can be applied any time of year and, if installed properly, will provide protection even if seed germination is delayed. ST. CROIX COUNTY GOVEf7NMENT CENTER 1 l O 1 CARM/CHAFE ROAD, HUDSON, W/ 54O 16 715-386-4686 FAX n F .. Page Two -ESC Plan Acknowledgement Form The owner of record during site construction will be responsible for compliance with state and county code requirements as specified in this Erosion & Sediment Control Plan. Please feel free to contact me with questions regarding erosion & sediment control product installation. PLAN PREPARED BY: RYAN YARRINGTON, ZONING TECHNICIAN #683475 Owner acknowledgement of ESC Plan requirements: ~ c~,g;9~,~y~~ _ `7 / 4 /2007 (Please sign and return original ESC form to Planning & Zoning Dept. A copy is attached to the owner's permit and maintenance agreement, which is given to the plumber at time of permit issuance.) Copies provided for excavation contractor, plumber, and town building inspector ST. CRO/X COUNTY GOVERNMENT CENTER 1 1 O 1 CARMICI-IAEL ROAD, HUDSON, W/ 54O 16 715-386-4686 FAx ~~.,.-., ~.,,~,r..~r„~ ,~,, „~ ,,,,.,.., ~,. ~~~~~T,-~,~,,, ,.,~ , ~.-