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040-1250-20-000
Iment of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix j ng Division , INSPECTION REPORT Sanitary Permit No: 404971 0 <AL INFORMATION (ATTACH TO PERMIT) State Plan ID No: r A information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. ' At Holder's Name: City Village X Township Parcel Tax No: -ifest le Homes I Troy Township 040- 1250 -20 -000 CST BM Elev: • �Insp. BM Elev: BM De� -9— e TANK INFORMATION q1 l`TI ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic / ' S —� Bench Dosing Alt. BM Aeration Bldg. O ki", /0 w f e lev 3, Holding St/Ht Inlet S 3 / �a2• TANK SETBACK INFORMATION St/Ht Outlet 5 - 07, 3 TANK TO P/L W ELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic / Dt Bottom Ver Dosing Header /Man. e , Aeration Dist. Pipe 44 1 110 4 Z o ►1.84 Holding Bot. System o I Q — 3 Final G ade ��— l PUMP /SIPHON INFORMATION S�` Manufacturer - __ ____ Demand St Cover SIPM 3 - 7 W (_ O cl Model Number TDH j l_ift __ _ . � 1 1Ltion Loss System Head TDH t Forcemain Length Dia. SOIL ABSORPTION SYSTEM () r s CAa - Z BED /TRENCH Width LenAh, $ V No. Of Tr6ncfies PIT DIMENSI NS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS G� k4 Z SETBACK SYSTEM TO P/L BLDG WEL 1 LAKE/STREW LEACHING Ma apt U ur r: INFORMATION CHAMBER O / — t.+ . - T e Of System: \ 2-d E-7— Model Number: DISTRIBUTION SYSTEM 3a / +/ o u ¢S� hno 3 d 7 Header /Manifold Distributim Gi l I x Hole Size x Hole Spacing Ve�;tolntak& V Pipe(s) 1 Lengtk __2__ Dia Length Dia Spacing �� SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only ez" `o 7� Depth Over Depth Over xx Depth of xx Seeded /Sodded xx Mulched BedlTrench Center S Bed/Trench Edges Topsoil Hsi Yes 't'- No ] Yes ] No COMMENTS: (Include Ade discrepencies, persons present, etc.) Inspection #1: -1 21 1 L1/ 0 Z Inspection #2: ! / Location: 322 St. Anne's Parkway Hudson, WI 54016 (SW 1/4 NW 1/4 19 T28N R19W) Troy Village Lot 62 Parcel No: 19.28.19.1304 1.) Alt BM Description 2.) Bldg sewer length = �y t Op,Q�� ✓C - amount of cover = / tex lI- Plan revision Required? i Yes j No i O l0 Use other side for additional information. Date Insepctor Signature Cart. No. SBD -6710 (R.3197) r lafcly and Budding, Dwision County - -- U! W. Washington Ave., P.C. Sot, 7162 S � for, �Co "v1ldisr n, VVI 53707 - 7162 c Address �1 Departrierit of Comn)erep — �t7 A — _ - ee - —. - -__ -- -� . - - -- -- - Snttitary Fer it N niter Sanitary Permit Application �`�er In accord with Comm 83.21, Wis. Tulin Cale, pt;..,rnal infmmati •ide Check )f Revision m i ay be used for secondary Extrl n i; Friv tt u - - - -- -- - I. Application Information -- Please Print �.iF Incrrt atiort ± State umber ct Z e9 ( Q. ( o I ) f Propesrt )wnor's Name r C e D - -� — Parcel Number MA 2 2 Pro arty Owne 's Mailing Address [. CR Cocc, CE Property Locations, P -- - S z" City, State Zip crule Phone Numtter Lot Nu bee Block ?•dumber All Subdi�ri Name CSM Plumber 1I. Type of Building (Check all that apply.) ❑ i i 2 Family D Number of Bedroonis . - -'-`- I or ` -- Y - K - • - -- __.� .�/tNr+4R. �.(•rnS_ � __. �J ViLage -- ❑ PtlbliciC'ommercial - Describe Use 7 T - - - -.- ❑ State Ow j 3 x g� •S p kr<k� -.._- earest Road t r N 1t -/fin �Lzg X 9 -�r w Y� c�(X {, ._ - - _- G b�. -b?✓5 -- -_ _. - -- .!_ � ?.t - - - -- - - -. 111. Type of Permit: (Check only one box on fine A, Numbering is for internal use.) (Complete line B, it applicable.) A. 10 New [:7 '12 rlrcetreact of 6i7 Addttion ro 2 Q Rc11ntent Sym rik Only I ur d'nunty lice S stem 1aceste T� t :<istht • System B ' 1) Check if.Sanitary Permit Pteviously isaut -d Fernir NurnlWr 1 Datt. Issued IV. Type of P01 System: (Check all 'Cb t ap; )ly, Nurfitbenitag is for internal us.:,) 44 PCMnn - Pressurized In- Cround 2 rJ Mound 47 ❑ Sark] Filter Si] C1 Constnrcwd Wetland 22 Cl I' *.rssunsed In- Groune,, 41 I> FT(aldirf; Tank 48 ❑ Sinpin Piss 5 , Ll Drip Litn: 45 ❑ At - ade. 46 -) 4 ero'"ic ' a r r Unit 4' ❑ 17ecan u a.ing 30 Dooly V DispeitiailTreatment Are Itt`' ortna i*n11 �J!l z- / Design Flow b (gpd) �Dslxrs,l A.ca )� -tici oll rlpplt tninn Ferr,,iaroc Rate �shm F evatinr Final Grade 1 R�gntt :xl P := °''az! ��3.3t�l�ar "![;als IDnysiG , 1]sfa. :.,Ir,: ?t? � Elevaticrr VI. T nk Info Capacity in T ' "t' fd � ri ul'c..c Manubacturer Pr +.fah Site Steel Fiber Plastic' Gallo G 11f ris i of l'rr�is Concrete Constructed Glass —_ 1 New xissirg Tank I oil - - - - - -- 4 Seppc Do,mig r:tlanEtr I S VII. Responsibility Stateme I, the unde"igywd astir c t 3114. sibclity for install don tr'' the U'—SS shown on the attached plaits. Plumber's blame (Print) � Pl Intl :r iu s S ta T IvFF' /�P�cr 4un i t Bo sr tts c Ph, c:. AFumb r Ilium is Address tStreet, City, 5utre, , ip C'ixie! VIII. Cctttnt !1)e arttnenl Use 01,1 Dtsa rotiei —_ _. - - -- __ -- - _.._ -. L pp j L)a3e issuccl 1 Ss: til g .Agent Signature (No Samps) Appmvntd Owner Gn en Initial AdversF ! `art u y F c� f :rccludcs jinn nJla ctrr lr.t lrtt Cl ^f7 f" bet : rminati on l�J -- - -t IX. Conditions of ApprovallReasons for 1)iSapl rov al PA r� Attach complel'.L' pl3 vs Ito th e Couat 11 ,)) For the systiAl - IWIwv call id`xs CCxS;r, 31'1; x 1.1 inrhL4 i'll size ■ J ONES ■■ ■A ■■ ■ ■ii�l�li■ ■ ■ ■ ■ ■ ■�'l�i. MEMMUMEM MMEMMIIMPRM 1111111111111 cm �■■■■■a �■■■■■■■■■■■■ a ■■ ■■air■! ■t ► ■■■ ONE ■�■■N ■■■■■ ■ ■ ■■ .., ■ ■■/'i�l:'■�l■ ■ ■■GMirl■■ ■1 MEN ■ii■■■■tl■■ ■■rl1M■�i■■■■■■■■■■ ■� ■■ ■■■N■�I ■ ■■■NESE■■■■■■■ ■mom ■ ■illii ■i ■ ■I� ■■ ■■ ■■ ■iii ■ ■■ta ■!� ■■ ■fit ■■■■■ ■■ ■■ NEON ON i ■■■!l ■■ ■!' ■mm■■ ■ ■■ ■■■■ ■MN■IIli ■■ ■ MKS i■■■■ ■ ■■i■■iimi�� =►' ■ ■1R �, ■'� =_ 0 =yam ■i 1 .4, ■ ■■■■■■■■ al "m ■ ■■(Ii ■r ■MEN ■s:oW" ;gilm ■a ■ ■■■■■la ■■■■■■M■ MEMO ■ONE ��i ififfl mom= 11 mobil m ■■■■■■ 12m .' 9=IN M■■EM O 01/ ■■ ■■■■ ■■ii /ors 1�..21 ■■ MENEM mo m on AWi■!■■■!! ■■ 1/// ■ ■ ■■ ■�ii■a■ ■■mumm■■ ■■■ ■ ■■ ■alai%■i ■■ ■aiii■i■■■Ni■■ ■■■■■■ ■�■■„�■► ■■■ /1■ ■■■WN�i■/1 ME 0 WE M �1■■■ ■■!1# ■■ /I ■ ■■■■ / ■■ ■i ii�l OW ■ ■■ NER /1 ■■■■■■■►�■(! ■■■ ■■ ■ ■ ■ ■■i■ r'11.,�.■ ■■ fl■■ is ■■ ■ ■�! ■ ■■ ■■■ ■� ■■ ■■■■■■■■■■■■ : , � w l, -��F _ -- i- -'_ -}- - - - - - - I f � t I I l f I I i I a I ' { I I -- M ' Ml i oil i - I - - i { 1 1 ! — i { , ' 1 I � ! f I L Safety and Buildings Division 13 East Spruce Street Vls n n Chippewa Fails, 54729 w«,����.cammerce. st wi. us Department of Commerce Tommy G. Thompson, Governor Brenda J. Blanchard, Secretary April 11, 2000 CUST ID No. 220254 ATTN: INSPECTOR ZONING OFFICE WEGERER SOIL TESTING & DESIGN SERVICE f r` ? ' ST CROIX COUNTY PO BOX 74 1101 CARMICHAEL RD S... P RIVER FALLS WI 54022 HUDSON WI 54016 RE: CONDITIONAL CERTIFICATION Identification Numbers SITE ST CROIX COUNTY, TOWN OF TROY ransaction No.: 20751 -905 SW 114, NW 1/4, S19, T28N, R19W Please refer to both identification LOTS 62 - TROY VILLAGE SUBDIVISION numbers, above, in all correspondence with the agency. DESCRIPTION: MOUND RESTRICTION RELEASE The Department has reviewed the request to release the mound restriction on the above referenced property. This request is supported with information that indicates this property is acceptable for development with a below grade soil absorption type private sewage system. Therefore, the Department waives the above mentioned restriction and has no objection to the development of this property provided that the private sewage system is constructed in accordance with the applicable requirements of Chapter Comm 83, Wisconsin Administrative Code. Conditional certification is hereby made to waive the mound system restriction for this lot provided the following condition(s) are met: 1. The release and waiver of this lot restriction for the below grade absorption system should be incorporated into a correction instrument under s. 236.295, Wis. Stats. This recommendation will eliminate future questions regarding the restriction on the recorded plat. 2. Both soil absorption system areas on this lot are preplanned, and as such no development shall occur in the preplanned area and development adjacent to the preplanned area shall meet appropriate setbacks so as not to jeopardize private sewage system installation. Pursuant to Com 87.04 (7) (a) 2., Wis. Adm. Code, any changes to the location or extent of the preplanned area will require Department review and approval. This certification does not include review of the design for the proposed private sewage system. All other applicable criteria, as contained in chapter Comm 83, Wisconsin Administrative Code, must be met prior to issuance of the sanitary permit for a project at this site. All permits required by the city, village, township or county shall be obtained prior to installation. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Sincerely, DATE RECEIVED 03/29/00 FEE REQUIRED $ 80.00 Joy G�,aa, kstew�atSpecialist FEE RECEIVED $ 80.00 Field Operations Bureau BALANCE DUE $ 0.00 (715)726 -2549 Fax (715)726 -2544 Voice Ijansky @commerce.state.wi.us cc: Continental Development DOA Plat Review ST. CROIX COUNTY WISCONSIN 1� v - ZONING OFFICE r r r a r r r r ■ �;�; ST. CROIX COUNTY GOVERNMENT CENTER -� 1101 Carmichael Road Hudson, WI 54016 -7710 (715) 386 -4680 Fax (715) 386 -4686 March 14, 2000 Wisconsin Department of Commerce Plat Review ATTN: Leroy Jansky Box 8911 Madison, WI 53708 -8911 RE: Onsite soil verification, lot 62-63 of Troy Village Subdivision, Sec. 19, Town of Troy, St. Croix County, Wisconsin Dear Leroy: I have reviewed the soil reports for lots 62 and 63 in Troy Village Subdivision, filed by Art Wegerer, CSTM #220254 and have conducted onsite soil verifications on these lots. My findings have verified that the soil conditions as reported by Mr. Wegerer are accurately described. The soils on these lots are suitable for subsurface sewage disposal with loading rates of 0.7/0.8 GPD /sq.ft. Note: I conducted onsite soil verifications for lots 62 and 63 for Tom Nelson in 1999. Art Wegerer re- tested these same lots on March 13, 2000, I did not feel that I needed to re -visit these lots. If you have any questions regarding this issue, please contact me at the number listed above. Sincerely, Rod Eslinger Zoning Specialist cc: Chuck Cook, Continental Development Corporation Art Wegerer La Wimconsin bor and Human Relations use' SOIL AND SITE E V A L 1 REPORT Page of 4 Division of Safety & Buildngs in accord with ILHR O tis. Adr� Code COUNTY ST 0- Attach complete site plan on paper not less than 81/2 x 11 inches it sF e. Plan must include; but not limited to vertical and horizontal reference point (BM), drection )and' /o of #lope scale or PARCEL I.D. # dimensioned, north arrow, and location and distance to nearest roafd. Oq O - tZ. S O - 2-0 APPLICANT INFORMATION PLEASE PRINT ALL INFORMATION D Y DATE PROPERTY OWNER: y, ✓ PROPERTY LOC ON ` L R 1 Z � co>J`� fit ��V FPM - en2 , 661 L-6�?b i1 2 114,S 1� T 29 ,N,R lq E (or) W PROPERTY OWNER':S MAILING ADDRESS. L 1► SUBD. NAME OR CSM # \z.3o k 0E b Z I - tZ oy V I u-h CITY, STATE ZIP CODE PHONE NUMBER ❑CITY ❑VILLAGE MOWN NEAREST ROAD S�. }'�1fJ�. ►� Iv -S - S bla - uj sr. P0�►1�► pf��R�1 rA New Construction Use [). Residential I Number of bedrooms 1 4 [) AdditiQn to existing building I ) Replacement [ ) Public or commercial describe Code derived daily flow boo gpd Recommended design loading rate bed, gpd$ - 9 trench, gpd/ft Absorption area required 8 SS bed, ft - 150 trench, ft Maximum design loading rate bed, gpd /ft -b trench, gpd/ft Recommended infiltration surface elevation(s) aZE 7- ft (as referred to sile plan benchmark) Additional design /site considerations s ON \�G( Lf Parent material _ L-oZsg au Lm Sf>upY out S N Flood plain elevation, if applicable P". ft S = Suitable for system CONVENTIONAL MOUND IN- GROUND PRESSURE I AT -GRADE SYSTEM IN FILL HOLDING TANK U= Unsuitable fors stem ®S ❑U ®S ❑U ®S ❑U ES El ❑S 91U ❑S ®U SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color I Mottles Texture Structure Consistence Bourrby Roots GPD /ft ns in. Mum Cu. Sz. Cont Color Gr. Sz. Sh. g� mach LZ - I.S 4 25 — al 1 C - Z S�k Yh'F1- S • 3 F - Z z � -6 -1.s -t CL .1 y Ground 3 314-8S 1 .S ` tz / _ i 1 S \a sbk Yn� Z �3 elev. � -t.0 ft S - l2S Depth to limiting factor 7 L ZS Remarks: Boring # o -� �.s� -ttz �.slZ - stl 2 wlP► vvti�l- c-S P? .Z Z > Z - ► - zz. z S�trz ac - si Z► yvl - .s .(� 3 ?_Z _LL - 1.S`tCZ 2s - s> 1 �asbk yn�►- �S .Z ,3 Ground elev. u 3 -67 , . S t z l i l y ° t q -D ft S 67 - � � "7 .$ `1 fZ y / �f _ 91 I $ S I C� ► '►' 1 Depth to YVI. �l^ [_S Zr limiting b -� -�� L o `1 2 SL factor S 2 SiB S1 0 Yn Remarks: CST Name:— Please Print Phone: 715 ege Arthur L. We erer' s erer Soil Testing &Design Service -P.O. Box 74 River Yalls,WI 54022 Signature: Z Date: ' , 3 � CST Number:. bO -Z� -r, - 220254 1 � �� . . PROPERTYOW1 0- P SOIL DESCRIPTION REPORT page Z r .d PARCEL I.D.# d qo- O -Z. Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Bed Trerxh -Skv--ZS 12 — si 777 s�, 1 Z'Fa -bk �1 'FI- C — • S : b Ground 3 1� Z9 7 -[fZ �ISF c� 3yv► �.b1� ►►'1'�L ° LS •\4 .5 elev. MA - ft. 2°r -33 to -`t V2. 512 'Pll H \Z S 1g s� c,1 O� �'►'1`F- r LS tip .Z Depth to S 33 =712 7 -S `1 IZ. y limiting S sg \vt 1' �..s .� < .� factor - ►�_� , s IZ y — S o s'o 5 NS S`lM N O�n t3 �3 S 00 Remarks: \Z M o't1'��O Zwe Boring # - 1.Syrz Z_s (i — S' 1 1a►r b�C m'F� �S _ • Z: 3 Ground 3 $ -1lZ '7•S ytz. x IC - S 0 9 elev. 11 R - 313 y 1 o) , Z3 - 'Lb" 1 Depth to limiting 8 r factor Remarks: < �Z� '" Lrr -e~l� - 7-uQ y Boring # o - S Z Lb Z S l k�0 1\L sit Ground 3 S - �.S`11z �� S`1IZ 3t3 s Cs�k r�'Fl- C S - ,Z # •3 elev. Z9 -loo tow �. \Z v1 S g y✓t — •`1 •8 rt. Depth to limiting factor >tuy Remarks: 3oring # Z I -Z�, �. �2 Z.s l3. — L 1 o-sbk m ,round Ilev. y 36 -U2 S `� IZ 3!cf 5 v- 313 S Owl v► T` - 0 S . 3 I bz _3 ft. )epth to S �2_lL0 1•S - tR y/6 - S C> imiling actor Lj >L10 �6 Remarks: _ 10`> ZWLz' I CAr.S'Cl N �.rT �L. PROPEM �q\)- CARP. SOIL DESCRIPTION REPORT Page 3 ' of� F LL # O L) (3 - 1 2S0 -Z(3 Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Bed Trench Ground 3 \S =Zq -S `ZIZ L/// elev. + �zs ft. - n 3s -- I -S klz yly Depth to S -llS 7 •S `f IL �/6 _ S gs �� . .� limiting fact l S 4 Remarks: < `�-`` M 0'r"rLet, ZW �• Boring # Ground elev. ft. s Depth to limiting factor ' Remarks: Boring # Ground elev. ft. Depth to limiting factor {, Remarks: 3oring # around s .lev. ft. )epth to imiting actor Remarks: � I ' PLOT P LAN Page �— °f 30 - i, . of '1 o►v 13" NE or g`r' V..1 op •0 OIVTuP GF �/ 11►<< �- kL LpZ,S C Ipp J B•� 8.5 OF � b` �o`r'TO►'1 F' � �' �� � -- 3' 6 � j 5 S lino r a 1 ` 11-C(G La bor " H uman bUIL ANU 51 1 t tVALUA REPORT Page I of 4 labor and Human Relations _ pivis;on of Safety a Buildings in accord with ILHR 83.05, Wis. Adm. Code COUNTY S� C2U) Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must include, but not limited to vertical and horizontal reference point (8fv1), direction and'% of slope, scale or PARCEL I.D. X dimensioned, north arrow, and location and distance to nearest road. ' may, O - UL 5 Cr - ZO APPLICANT INFORMATION PLEASE PRINT ALL INFORMATION REVIEWED BY DATE PROPERTY OWNER: PROPERTY LOCATION Ec 1 t Z - SM z�-) TZB u R zo w 4 C4ti.1`til IJ L �� �APM {;1.IT' L , - eey : F bef'w / i zI* 114,S \ T 2-9 ,N,R 19 E (a) W PROPERTY OWNER':S MAILING ADDRESS • LOT 3 BLOCK $ SUBD. NAME OR CSM # �Z.3ot CENM t�VE. *Z3o 6Z 1 — tzz Vk f'1GE CITY, STATE ZIP CODE PHONE NUMBER ❑CITY ❑VILLAGE ®TOWN ' NEAREST ROAD S� PrimE w, N S s '.L 1, y ( 6ty,S`l -1 S 68 'zcl s 1>ul?s Pp, , ,try (� New Construction Use [ Residential / Number of bedrooms 4 (J Addition to existing building [ j Replacement [ ] Public or commercial describe Code derived dally flow Esoo gpd Recommended design loading rate bed, gpolft - 11 trench, gpdAl Absorption area required 9 SS bed, ft -1 5 Q) trench, ft - Maximum design loading rate bed, gpd/ft2 .8 trench, gpd/ft Recommended infiltration surface elevation(s) -% T-f-�6 C- Y ft (as referred to site plan benchmark) Additional design / site considerations s e Nu'� 1U 1AJ frtLLsYZ ©y j X Y Parent material Lo gs a ov S -�y ou j t'f� S N Flood plain elevation, if applicable NZ A It S = Suitable for system CONVENTIONAL MOUND IN- GROUND PRESSURE AT GRADE SYSTEM M FILL HOLDING TANK U= Unsuitable fo stem ®S D U I ®S ❑ U ®S ❑ U I ®S ❑ U I [Is ®U p g MU SOIL DESCRIPTION REPORT Depth Dominant Color I Mottles I Structure Consistence Bandy Roots I I GPD /ft Boring # Horizon in. Munsell Ou. Sz. Cont Color Texture Gr. Sz. Sh. Bed ITw& 13 o -LZ �.S�2- Z �z_�y z s �s Q c y — so s. sl Z>n s 1ok wlft- raw - .5 .b ,Ground 3 ILI-85 1 S `r t2 a] _ i I S e s �^'1'FN �g _ . 'Z- elev. ct 0 ft %4 • S -US q - d 1 s t) sg rn Depth to limiting factor Remarks: Boring # I .Z Z Z - zz. s 3 1 y - S1 'S' Zm."Vc mtl- � Ground _ elev. Ll - 1. S 't rL q I °t ft S 6� 7 � z .S `� 2 y ! �f _ 9t ($ s 1 0 � m'�Y• �g — 't-•n' . Z .: Depth to c2 � fWtorg b N -$$ LO K 2 S l3 s 2SI s i owe Yn'I;- Remarks: CST Name-- Please Print Phone: Arthur L. We erer' 715 -425 -0165 eg Testing & Design Service -P.O. Box 74 River Yalls,WI.54022 Signature: _ 6 Z Date: •3 13 O CST Number: . V 220254 f PROPERTY OWNER ccfp SOIL DESCRIPTION REPORT Pa Z of PARCELI.D. � LZO -�� Sa Z -D g Boring # Horizon Depth Dominant Color Mottles Texture Structure GPD /ft in. Munsell Gr. Sz. Sh. Consistence Roots .„„ „� Qu. Sz. Cont Color Y a . : , , v • <M Bed Trends tiV - Ground elev. 1 -0 ft. 2q - to - tz S1 P t H12 $ %L OWN Depth to S 33 =1 2 7 .S `rIZ y& limiting S S9 wl (�.S ,'t l f actor 0 Remarks: < \ ��OyrL m ZJE Boring # - ... o - k3 -, .sLiQ z_s (2 — si 1 lwt b m�1� S • z: 3 4 Z 13 -zg • S �toz y - 1 Ground elev. Z F S `i t� 3 13 I bZ.S ft. Depth to - limiting I factor Remarks: < z r 'onLffD ZoQt;. Boring # `•11Z Z. 12 — Sly M Selz 1vl'�1 �• S` - • Z } . 3 ':» S Z Ib-Z 1 u 1— i 2 3 1 3 `Ground 3 S Zq 1.S `llz �Ly SLtVt.- 313 sit sl Cs1ak Yyt'�I- CS - ,zI •3 elev. Lf z -MV 7.S V — S CD S m � — `Z •g km- -S ft. Depth to 1 limiting factor ” Remarks: 3oring # :;<...:.�.:..,� o - ►y � -s �Q z.sl z L \ . ��k m v'�-1.• c-S — . y . S ,.S L around 1p yR �Ib S� l�sbk rlev. f t. 5 tZ 313 S O yn!fl - I b2 )epth S �R -t �•s�t y l6 — S e� S3 imiting actor >Llp •. Remarks: r PROPERTYOWNER ��'\l. CA2P. SOIL DESCRIPTION REPORT Page 3 of Boring # Horizon Depth Dominant Color Mottles Structure GPD /ft in. Munsell Du. Sz. Cont Color Texture Gr. Sz. Sh. Consistence Roots Bed Tmr -� ) 0 -9 �•s�t�ZSI z - L_ 1 �sbk S )0-Sti plc/ elev. 3 \S �9 �_S`ZtZ plc/ tf -5 ft. •S Lill yly P L Depth to s _115 - 1 •S `t fL 6 limiting — S X34 la 1� • Z . factor ?1,\S Remarks: < \'Z, M 6 t'LeZ�, zW Boring # - Ground elev. ' ft. Depth to t limiting factor i Remarks: Boring # Ground elev. it. : : Depth to limiting factor Remarks: 3oring # .r.:::'.': E . around i ;lev. ft. )epth to imiting actor Remarks: PLOT P LAN I Page of 5���� ►� - s0 ► gJ . s3 s� of Bl"1 Ll.. xi uQytpev y -- L��T'�t1C g, f B.Z tc.lUZs B•7 i b f �Ol'fOM1 LPL S �� -� ---- 19 t� 102 3 61 S ' NAT \ L ds 3 p 6 V '(1 I a s ; r � S 1 NCI's 'NO LN STP("1.-� - - VtiS - MLt_ Z. `Rz�uc�c:5� �N 3'x`�S ►-pw6 i, LL ctt�'r►�lRl 1=�'S� ��C�• .. — — z _ ��lt L ► _ _ �uT bZ LOT li 3 i , b vQ,% - Pc'1 L Us"T 2 5.. F1zO I 3- STSignature Date Slgnecl Telephone No. CST # ST. CROIX COUNTY WISCONSIN ZONING OFFICE t r r r r r r r r ST. CROIX COUNTY GOVERNMENT CENTER .rr.� 1101 Carmichael Road Hudson, WI 54016 -7710 - (715) 386 - 4680 September 15, 1999 Wisconsin Department of Commerce Plat Review ATTN: Leroy Jansky Box 8911 Madison, WI 53708 -8911 RE: Onsite soil verification, lot 23, 27 -28, 60-61, 64 & 112 of Troy Village Subdivision, Sec. 19, Town of Troy, St. Croix County, Wisconsin Dear Leroy: I have reviewed the soil reports for lots 23, 27 -28, 60-61, 64 and 112 in Troy Village Subdivision, filed by Tom Nelson, CSTM #227387 and have conducted onsite soil verifications on these lots. My findings have verified that the soil conditions as reported by Mr. Nelson are accurately described. The soils on these lots are suitable for subsurface sewage disposal with loading rates of 0.5/0.6 and 0.7/0.8 GPD /sq.fL I'm also concerned that a large portion of the tested area on lots 23, 27 -29 and 112, was disturbed due to the fact that the borings got quite large during excavation and were open for such a long time. Specifically, I'm concerned that when these borings are back filled, some of the subsoil will mix with the coarser soils, thus affecting the infiltration rate. If you have any questions 'regarding this issue, please contact me at the number listed above. Sincerely, )pd 66- Rod Eslinger Zoning Specialist cc: Chuck Co* Continental Development Corporation Tom Nelson File I � Department of Commerce SOIL ANaSI-TIE- EVALUATION Division of Safety and Buildings I Page of Bureau of Integrated Services in accorda a �V4t 5L LHR'8,�' , Wis. Adm. Code � . County Attach complete site plan on paper not less than 8 1/2 x 11 ipichbin size. / `Fa1aRrusj include, but not limited to: vertical and horizontal reference1pPinx (BM), directi`6 a idf. S{ , Cro t percent slope, scale or dimensions, north arrow, and locati4maod diq0rqp to nearest road. Parcel I.D. # APPLICANT INFORMATION - Please print all''Af rmatio , yn ' Reviewed by Date Personal information you provide may be used for secondary purposes rmicy f i3 #� mm)). .' ;`~` Prop!Wrty Ow er Po o ion � � c, Gbh \ ��L1.i' /4n Qi /4,S 9 T Z N 1 ��W Property Owner's Mailin Addres Lot # Block# Subd. Name or CSfy1# . 62, — �� �& City State Zip Code Phone Number ❑ City 1:1 Village [a Town Nearest Road Im New Construction Use: Residential / Number of bedrooms 'i Addition to existing building Replacement ❑Public or commercial - Describe: Code derived daily flow © bib gpd Recommended design loading rate ' bed, gpd /f1 trench, gpd /ft Absorption area required ` �j bed, ft �/ S trench, ft Maximum design loading rate bed, gpd /fi �' trench, gpd /ft Recommended d surface elevation � referred (s ) n as to site Ian benchmark ( P ) Additional design /si €e considerations Parent material `C QA 0 (,J as s\ lr Flood plain elevation, if applicabl n S = Suitable for system Conventional Mound In- Ground Pressure AT -Grade System in Fill Holding.Tank U = Unsuitable for system I IZS ❑ U S❑ U S❑ U EIS U I ❑ S U ❑ S U SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft2 in. Munseli Ou. Sz, Cont. Color Gr. Sz. Sh. Bed Trench S 6-0 I O (- 3tL lo S 6 k 'ny F A? H -9 7,, r -5 (o , o Ground el Depth to limiting factor -7 in. Remarks: Boring # U- lu t oy 1r156 K m r Z .7 Ito 37 7S Yr 22 SY rs 8 I n S61 3 7 -9,0 7.� r S � -- S 65� ,� Ground elex.� Depth to limiting factor in. Remarks: CST Name (Please Print) Signature Telephone No. Z 2 `f U fl-N CX Address Date CST Number 2 27 L SOIL DESCRIPTION REPORT PROPERTY OWNER Page of Y PARCEL I.D.# Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots 2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench 1 32 110 y r` I . r C , Z 24- `7.S r y^ 2 C a, ir5 3 5 11 2 CW d PI Ground 3 elev. r ,< , 3 � ft. Depth to limiting factor JZ-q�7 in. Remarks: Boring # Ground elev. ft. Depth to limiting factor in. Remarks: Horizon Depth Dominant Color Mottles Structure Consistence Boundary Roots GPD /ft2 Texture in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench Boring # ........................... Ground elev. ft. Depth to limiting factor in. Remarks: Boring # Ground elev. ft. Depth to limiting factor in. Remarks: SBD -8330 (R. 07/96) i . BY DE51GN 1432 120 STREET, NEW RICHMOND, WISCONSIN 715- 246 -2454 Troy Burne Village LO PAGE 3 SW % NW Y, SECTION 19 T 28 N, R 19 W TOWNSHIP TROY COUNTY St. Croix Wisconsin 4 j U M • C 0 0 1 0.Cr e i SCALE 1" =40' Tom Nelson BM 1. Top of telephone ped 100' 227387 BM 2. Top of power box 98.92 Uivision of Safety and Buildings ""•� ^• 11 • r+�vn �vi� Page of Bureau A Integrated Services in accorda e �. -IL�� , Wis. Adm. Code Attach complete site plan on paper not less than 8 1/2 x 11 i c m size. County / include, but not limited to: vertical and horizontal reference (BM), dir� Sf• [.f 0 percent slope, scale or dimensions, north arrow, and locati d diyq�cp tg nearest road. . - Parcel I. D. # �' ` / ^- APPLICANT INFORMATION - Please print all mat fg s , T . C j X O ti Reviewed by Date Personal information you provide may be used for secondary purposes 1?�P►1)'lla,)), Property er ( ✓X T ci RA QJ U 'l 1/4 'f) Q1 /4,S ( 9 T 2_S N,R 11 1 &*+W Property Owner's Matltn Addres Loot If „ Block# Subd. Name or CS # . I n 14 R City State Zip Code Phone Number ❑ City ❑ Village [` Town Nearest Road I ( ) N i' n e New Construction Use: Residential / Number of bedrooms_ Addition to existing building Replacement ❑ Public or commercial - Describe: Code derived daily flow b gpd Recommended design loading rate r bed, gpdfft + trench, gpd/fl Absorption area requiredj�' / bed, ft 7 trench, ft2 Maximum design loading rate ,� bed 9 9 , gpd/fl r a_ trench, gpd41 Recommended infiltration surface elevation(s) 1 ft (as referred to site plan benchmark) Additional designs' a considerations Parent material ti Flood plain elevation, if applicable L U Suitable for system Conventional Mound In- Ground Pressure AT -Grade System in Fill Hoiding.Tank = Unsuitable for system S❑ U S❑ U S❑ U ❑ S U ❑ S U ❑ S U SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed ,Trench n r law Osc, Ground � Depth to S� limiting factor Re arks: Boring # r 0 `X. to r 1 IPW r 1 Io 37 s <. 7. r 2 S r 8 S ( ), n sb►� rtv I � �t P:NP Ground elej (� v � ft. Depth to limiting factor f - in. Remarks: C Nam (Please Print) Signature._ Telephone No. h o rN e � 0 2 -U - 2It 5 Address Date CST Number vv.. vwvn�r � wi• ncrvn � PROPERTY OWNER Page of- PARCEL I.D.# ' Boring # Horizon Depth Dominant Color Mottles Structure p in. Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. Consistence Boundary Roots Bed .Trench AN 1 32 In r I S Ir1 MEN, 2 2 7• S r 2 ck.. r s $ S I 2 CW Ground 3 7•S elev. O ' Depth to limiting factor n. ; Remarks: Boring # 13 Ground elev. ft. ' Depth to limiting factor in. Remarks: Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench Boring # Ground , elev. ft. ' Depth to limiting ; factor in. Remarks: Boring # L 7!' Ground elev. ft. Depth to limiting factor in ' Remarks: SBO -8330 (R. 07196) 4 O .��if � BY D E51GN 1�J�T 1432 120`h STREET, NEW RICHMOND, WISCONSIN 715 - 246 -2454 Troy Burne Village PAGE 3 SW % NW %, SECTION 19 T 28 N, R 19 W TOwNsHIP TROY COUNTY St. Croix Wisconsin ti `^ ,� Slopes � 43 C a 1 O.er� s+ A SCALE 1" =40' Tom Nelson BM 1. Top of telephone ped 100' 227387 BM 2. Top of power box 98.92 -L - � 1 1 1 Lr r I i I I , i I r i I 1 _ , 3 7 1 _ I { 11 i 1 I 4 I i } I I i { fi I { � - ---- i_ i L I fi t ° In UD -n Lc) u i7 ;b u") U) US U III u r:i if) V: L:7 it LO l:D O U u� to �•, r- h- r- N N ' N (N C-4 r- N CV ." c V L- N O 0 N N N C.; r _ y _ G (7 C-) C) N U O M U) Cn C•ti C1 d N aJ CQ C) r I( 0 c� . C! 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Code each Private Onsite Wastewater Treatment System (POWTS) shall include information and procedures for maintaining the system within the parameters of Comm 83 and 84, and the conditions of approval by the department, agent, or governmental unit. The approved plans and permits for cystein are on file at the county zoning or health department. This management plan complies with Comm 83.84, Wis. Adm. Code, and the In- Ground Soil Absorption Component Manual for Private Onsite Wastewater "Treatment Systems SRO - 10567 -P (8.6199). 'table 't- Ustarn Des i n Specifica _ - -- Sanity Pr Number - Number of Bedrooms Design Flow- Peak (fsd _ Estimated Flo - Average ( p Septic Tank Cap asc:itt)��_ �•__ Soil Absorptson Compon Size (ft _ �_.lr S;J 2awaa Type of Wastewater W - _ -„ ® stic Table Z: Soil AlbsorlatIon C omponent - Limits of Ret lable OpervMon _ ;;ems Tan Co Soil Absorption Com ponent Design Flow - Peak (9 pd) 2)ro Maximum Influe Particle S ize: Maximu BOD, (mgll_) __... _ - -�-{- - 220 Ma ximum TLS mg /L) _._.._. .. _ _ 150 -- _ _ Table 3: hiailelte Sched Sc tic Tank Inspect and /or service one€: �r�,a 33 ye ars n Filter lnspc -,.c t ona^.e a ye an d e:lei �r# '.at least once every 3 years Snai Ab sorption Go:xr ori, r7t li isp ct once every The septic tank shall bo maintained by an individual certifiesc:l to service septic tanks under s. 281.48, Slats. The contents of the septic tank shall be disposed of in accordance with NR 118, Wis. ,eft. Code (Swry c 1n9 Septic or Bolding Tanks, Purrai::ping Chambers, Grease Interceptors, Seepage Beds, Seepage bits, Seepage Trenches, Privies, or Portable's Restrooms). The operating condition of the se tic tank sand outlet filter s;hail he, assessed at least once every 3 years by inspection. Thal iat e titer s hall be cleaned as necessary to ensure proper operation. The filter cartridge: should not be re ed un!e s-s provisions are made to a r,�e�c f rom its enclosure. If the re in solids an the tank that may cuff the filta'T wi'lf?n r em,. P..i f �a t Management Plan for a Septic Tank and Soil Absorption Component filter Is equipped with an alarm, the filter shall be serviced If the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shah have its contents removed when the volume of scum and sludge in the tank exceeds 1/3 the liquid volume of the tank. If the contents of the tank are not removed at the time of an assessment, maintenance personnel shall advise the owner of when the next service needs to be performied to maintain less than maximum scum and sludge accumulation In the tank. Manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than &inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into the tank. No one should enter a septic or other treatment or holding tank for any reason without being In full compliance with OSHA standards for entering a confined space. The atmosphere within the septic or other treatment of holding tank may contain lethal gases, and rescue of a person from the interior of the tank may be difficult or impossible. Tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tank is no longer used as a POWTS component. Sol! Absorption Component The soil absorption component serving this structure is designed to accept domestic wastewater from a residential facility. The limits of operation of this component are shown in Table 2. The longevity of a soil absorption component depends greatly on proper and timely maintenance, and system use within or bekrn► the limits of reliable operates. Good water conservation practices by all occupants and the Installation of water conserving plumbing fixtures are key factors in extending the useful life of this component. The soil absorption component's operation must be assessed by inspection at least once every three years. The inspection shall include recording the levels of ponding, if any, in the observation pipes, and a visual inspection for any evidence of surface seepage or discharge from the component. On steeply sloping sites, areas of erosion should be identified and reported to the owner for repair. The surface discharge of domestic wastewater or sewage from the system is prohibited and considered a human health hazard. Traffic around or over the soil absorption component should be avoided particularly during winter months. The compaction or removal of snow cover over the component may lead to hydraulic failure by freezing. This type of failure is usually temporary, but is difficult or impossible to repair until weather conditions improve. In general, sod compaction over this component will reduce diffusion of oxygen into the soil and dispersal cell, which may lead to more intense, and earlier, organic clogging of the soil. 2 Managawt Plan for a Septic Tank and Soil Absorption Component ed trees and shrubs directly over or within ten feet of the component should be avoided since root Intrusion into the compo Plantings of deep -root nertt may o wastewater flow. 3 CONTINGENCY PLAN If the POWTS falls and cannot be repaired the following measures have been, or must be taken, to provide a COde compliant replacement system: may k utilized for the loudorl of a rep A suitable replacement area has been evaluated and replacement soil absorption system. The replacement arcs should be protected from disastbance and compaction and sllotyid rot be in{tls�ed upon by required setbacks from existing and proposed strucwre, lot Una and wells. Fallure to protect the replacement area will result In the need for a new soil and site evaluation to establish a suitable replacement ova. Replacement systems must comply with the rules In effect at that tjme. p A sultable replacement area Is not available due to setback and/or soll bmitatkm B& tn6 advaMs In POWTS technol0 a holding tank may bt installed as a last resort to replaot the filled POWTS. o The site has not been evaluated to Identify a sultable replWAndiit area. Upon failure of the POWTS a soil and site evaluation must be performed to locate a sulublf replacentlentarea. If no replacement area Is avallabk a holding tank may be Installed as a last resort to replace the failed POWTS. © Mound and at -grade soil absorption systems may be reconstructed In place following removal of the biomat at tht Inflivadve surface. Reconstructions of such systems must-comply with the rules in sffect at that dme. < <WARNING> > SEI•TIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND /OR INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC, PtIMP OR OTmIX TRILATMINT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUt OF A PERSON FROM TX INTgRIOR OF A TANK MAY tE DIFFICULT OR IMPIMUNI F. ADDITIONAL COMMENTS POWTS INSTALLER POWTS MAINTAINER Name Name Phone SSPTAGE SERVICING OPERATOR PUMPER LOCAL REGULATORY AUTHORITY Name Apncy S�: G r k i t ! D Phriftv IP — MAR -08 -2002 14:00 CONTINENTAL DULP CORP 763 757 2532 P.06i10 bl'(XU XWurf1 SSMC TANK MARUMAMM AGREMM'M AND OWNi PSHIP t;BRTlBIt..ATION FARM Ow nmli Ya Matting Adds= . A h2P f _ J per► Aaat - �?�� SX), (Verifiaatianrogouod leaps Pknoiag De mUnent fot now canstrt>cticm) �tyf3tatc s C Parcol IdeatMe2dou NuMber ' 1 �. C) • C_1 IMML DFACREMO B:vpaiy Locabctn V4. Sea. I S TI - RVit, '1`uwrts of cwd'a" survey A'tap # Yoltune _ �- — , .Page # Wawnty Deed # may_ 'Vole= ' Page # sped house yes 13 no T lh= idoatitible yos ❑ no 1bA1NTEl!IA1�iCS Impopw wad and aaeeof yotn septic ryxrem couLi s+esult in its pacmatas+e faihrse to handle tuastes. Pepper males anct~ eatdso adp Mk g ad dhs septic lack avay d= y== or sootuo4 if nesded by a licensed pamixx. mac you put iato the syslcm cm agoet dw tmsw= of the septic tank at tt one m;the wasps disposal cyst= T6t: pcnpetly awm mesa to Submit to St c= 'zvu* Lepzuneat a aerhficdkm fnms, stgaod by ft awm ad by a mst�eplpmbar, jouimgmaaplpmber, s�estridet+ dl+ ltnntxtaritlaeosaapou >pet'vecsfjritig �ttt (1) tl:e aa-�e avaslevvsttecd�possl =Y� is is p mpee opeeatiag cooditkm aadlar (2) after kwoc ian tied p m*W (if Y). > tank is lost than Ira full of siuod� Yw% do smde*i.d have read *t above tegabmmts and azm to atasntain dx private so wW dicpoed sys= wltis ft zeds set fodk bamfo, as rzt by tie 'Dqw mcntof CWuwcrce and W DoparkLan OfNa AMI Remarcm, Seam of Wiscaatin. Cadficeffm suit that yow acptie syd m has bode maiunkwd must be owvleW and nAaL ad to d4 St. Claim Co01Y Zoning Off= vAd& daft of ft am yea= cTkadon date_ SMATEME OF APPY.If.ANI' DATE AWNFI� aELRTJFiCATiOL[ I (We) Mtify that @A etateshtnts cm tbiu term are five m the boat of my (pas) knowlcdgo. I (ws) *m (foie) the oarmes(� of 9w properly deaml -d Auve, by virtue of a watanty deed mcocded in Regiaw of Dells Offiae. MCAT(.fRR OF APPIICANT DATS /ley/ iafartnatlon that is � titzty ocaalt m iho sanifarp pottnit being revolted by t3te .T.onlag �tmeah t '�' s. Itttlade w[tlt tans appllcs6ao: a atampod warraotr flood fran �c > of Dtwdc oi�e a copy of the estMed tattvey ump if mftmnae is made in flit wan uty doed i ST CROIX COUNTY SEPTIC TANK IAAIIVTENANCB AGREEMENT AND OWNERSHIP CERTIFICATION FORM OwnerBuyer �Yl�V ,�)�y� /b IVLQ� f �6 c,011� --cLc 7�1D`l Mailing Address la z)/) �7�� st' .,U f �� 9 #_ /60 b lh"L MA Property Address (05 Q c• & ' 2, - St . a pj (Verification required from Planning Department for new construction) City/State Ir OV, Parcel Identification Number LEGAL DESCRIPTION Property Location V4, = I4, Sec. . T N -R W, Town of Subdivision Lot # Cerdfled Survey Map # Volume . .Page # Warranty Deed # . Volume , Page # Spec house 0 yes ❑ no Lot lines identifiable P yes ❑ no SYSTEM MAIN7CENANCE 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. T7e property owner agrees to submit to St orm Zoning Department a certification f, signed by the owner and by a maswplumber, journeyman plumber, restrictedplumber or a licensed pumper verifying that (1) the on -site wastewaterdisposal 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. fire undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set f'ord4 herein, as set by the Department of Commerce and the Department of Natural Resources State of Wisconsin. Certification slating brat your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 day. of dw free year expira date. SIGNATURE OF APPLICANT DATE QWNER CERTIFICATION I (we) ratify that all statements on this form are true to the best of1my (our) knowledge. I (we) am (are) the owner(s) of bra property described above, by virtue of a warranty deed recorded in Register of Deeds Office. SKMIURE OF APPLICANT DATE a! +« Any information that is mis- represented may result in the sanitary permit being revoked by die Zoning Department. « *"" sa Include with this application: a stamped warranty deed firm the Register of Deeds office a copy of the certified surrey map if reference is made in the warranty deed RIVER VALLEY ABSTRACT Fax:7153867664 Mar 11 '02 15:02 P.02 Vo �.1. 783 pmE 143 KA T ALEEN H. WALSH WARRANTY DEED R 61 S T ER OF DEEDS DOCUMENT NO, CROI CO- WI RECEIVED FOR RECORD This Deed made between ALAN M. LEGAS and LYNN MARIE LEGAS, husband and wife, Grantors and u I DEED zcxPT Y LIFESTYLE HOMES, INC., Grantee, CERT COPY FEE: X FEE: 'cAN5FER FEEL 213.00 Witnesseth, That the said Grantors convey to Grantee FEE: 11.00 the following described real estate in St. Croix County, State of Wisconsin: Lot 62, Plat of Troy Village in the Town of Troy, St. Croix County, Wisconsin. This is not homestead property, Tax Parcel N o. 040 - 125:0 - 20 RETURN TO: p Together with all and singular the hereditaments and appurtenances thereunto belonging; And Grantors warrant ` that the. title is good, indefeasible in fee simple and' free and clear of encumbrances, and will warrant and defend same.' Dated this day of November, 2001. l u�� (SEAL) Alan M. Legas 1 (SEAL) yn0 Marie eggs ST TE Olr -�vol )SS COUNTY Personally came before me this 3 %y of November, 2001, the above named Alan M. Legas and Lynn Marie Legas, husband and wife, to me known to be the persons who execu ed the foregoing instrument and acknowledged the same. Notary.•P * ' C • e of Wisconsin My Commission ( 1 THIS INSTRUMENT DRAFTED BY: Attorney Barry C. Lundeen MUDGE, PORTER, LUNDEEN & SEGUIN, S.C. �a •��RGIN0' 110 Second Street, P.O. Box 469 Hudson, Wisconsin 54016 ' m (o C i ro 1 I � 1 i 0, 1 00 ,00 -9 11 I M N I 1 • 1 1 1 1 ? S 10 °06' o 01 c� a 49Z \ 1 t I > � a+ I o+ > o \ �. 1 . �,• �p �� \ t s o� V N "'\ 1 Cb �iS. ,Z966Z a i Fn I 132.32' > O Q ° N ` q 1 11.14' �cl` 1 1 N a � u ► I o (o U1 �''a N V io n� ( Z N Q LTI S a „00 ,00090 �`�4o�s, 1 0, 8 = •, N °9•, g g ti 10.22 �► 01 cl F \ — _ rn 6 $ Ot N _. 1 000 , aJ eL '^ O1 /� v. - g I 278.63, E N / = t ,�, 3 ,00 ' (n • \C � � U'O l � N 0f C JA I O �v � '� " N O U1 ;� � C CV. 6. 110 ' , 18 r'� ` �, >� C V' \ 1 10 - 00 000, -- S 11 ° p p , ° ?20� N 3 141 I N 11.00 -_ - � 1 39 s9. k' 1 jq � i ^ ; r' � � N �'l+'� e v, ? ?B 1 89. • `� R`On 9 t 97 -w Cl . N 2 �N �+ C9 %' X 92 D(A Ln 14 I $ ' g _ 5 Cl 04' °0 ' 00..��R�c 125,, 95 , `` ig r n, > v► (n 1 39 �/. �� (n > (n Q , n -n ` m 89 ' / �. 0300 , �, 100 (A � I R 10 N 00 6 4 1E , (o i " v 03 °00' 00" E cn $ \ ? 0 0' 273.78' 8 0_ 8 / N Ln I 40 N Cl ' 'J Oo g v ° 0� 0rn m >_' -OV-► �g `` `�� >�00 �o N 4W —q v 1 >rN� 8 Ng � � /� ��s9S • 1 f0 m N U W 0s C '� I �o U) I - 03°00' 00" E cn Cn 0O iv $ N N (n I I o . z 27 +00' - 16 �S9 26 20� Q g > � j jrFj 03 ° 00 ' 0 . p OD w 17� A A E I $ °8 " ►r 1 j m N o��O �D - 8 C" (n I �-� ao s 8 > 1 .04' 18.1j 06 w 86 �, I m I� W S 000000 00 E�c� N (Ow ,. 0300' 00" E > W I N 275.00' ' I '-C WiscorsinDeparmont SOIL AND SITE E VALUATION R Page I of _3 Labor and Human RMauor s pivrmon of safely s 8 -kkngs in accord with I LHR 83.05. Wis. Adm. Code COUNTY Attach complete site plan on paper not less than 8 1/2 x t t inches in size. Plan must include, but ST. CROIX not limited to vertical and horizontal reference point (9M), ditecn and % of slope, scale or PARCEL 1.0. # dimensioned. north arrow, and location and distance to 4* a ac). Jc // -, 2-�z APPLICANT INFdRMAT10N- PLEASE PRIN > 0 M , REVIEINEOBY DATE PROPERTY OWNER: GEOv EAl'Y LOCATION E 1/2S 24T 28 NR 20 W TOM RUE11MELE & JOHN AND BARB • OT 1 14W 1/2S 19T 29 NR 19 400 W PROPERTY OWNER':S MAILING ADDRESS , t 1 1 9� t c��iii SU80. NAME OR CSM Of 260 COUNTY ROAD F TROY VILLAGE CITY, STATE ZIP CODE NE NU lt..... ILLAGE OWN NEAREST ROAD HUDSON WISCONSIN 54 3aW IRGOERCE '7 pq New Construction Use (X 1 Residential Nu of l ( ] Addition to existing budding l l Replacement (1 Public or commerOW d Code derived daily flow 600 gpd Recommended design loading rate D. ¢ bed. 9Wd - trench. gpdJ* Absorption area required DD bed. h2 - 5rO trench, ft Maximum design loading rate 9P- S bed, gpd0 G trench, gpdnt Recommended infii=on surface elevations) BY DESIGNER ft (as referred to site plan benchmark) Addiftatal damp/ site considerations �l � W0 p ,G'�iC 3 Parent material ZAd9<!3 �� ,IOyT flood plain elevation, if applicable N/A R S = Suitable for system CONvemON U. MoUNO I N- GROUND PRESSURE AT -GRAOE SYSTSA IN FILL HMDWG TANK U= Unsuitable for system I D S S U ( ®S O U O S ®'t1 O S ®'U CS OU 1 O S 13 U SOIL DESCRIPTION REPORT Boring st A 0 -10 110YR 4/2 I - -- I lfs I lcsbk I mvfr I cw 1 2vf- � 0.5:0.6 `'423:' B1 10 -21 10YR 4/4 - -- I sl 12m -csbk I mfr I cw I2vf- 0.5:0.6 B2 21 -37 7.5YR 4/6 I - -- I ifs lcsbk I mvfr Icw I2vf -f 0.5 0.6 Ground 10YR 7 / 2 elev. B3 137-51 1 10YR 6/4 I map s it 2mabk 1 mf i l aw T2vf I - -- - -- 90 4.7 ft. C1 1 51-62110YR 5/6 Imip 10YR 3/4 Ilfs 12csbk mfr I w Ilvf I - -- - -- Depth to limning C2 62 -72 10YR 6/6 - -- i s I O S9 I ml - -- Ilvf I - -- - -- fact r Remarks: Boren # 9 A 0 -24 110YR 4/3 j - -- I lfs I lcsbk I mvfr l i 2vf -f 0.5 0.6 422;'; B1 1.24.- 35I7.5YR 4/6 - -- I Ifs 1 k 1 I I - 1l B2 135- 42I10YR 4/6 I f2f 5YR 5/8 I sl 1 2m -csbk mfr II L s (2vf -f - -- - -- Ground — - 7 ewv. B3 742 4/6 I - -- sit 1 3f - mabk mfi I gw lvf I --- - -- 90 tt. 1 B4 151 -61 10YR 6/6 1 m3p 5YR I sit 12m -cabk I mfi I aw (lvf I - -- - -- Depth to limning C 1 61-72 1 10YR 5/6 I - -- I s 10SR ml I : - -- lvf - -- - -- f actor �5" I I I I I ema Fftm :- -Place Print .JAMES ' [). F "r INS P (715) 425 - 7831 OGDEN ENGINEERING CO.. 113 WEST WALNUT ST., RIVER FALLS. WI 54022 Dates ld CST CSTM03988 pRoPEMOWNER SOIL 0ESCAIPTION REPORT Page _2_of 3 PARCfl..I.O. r Oeptn Dominant Color I Mottles (Texture I Structure lI� I Roots GPO /tt� Bonng # FHonzonl gin. I Munsell Qu. Sz Cont. Cow Gr. Sz. Sh. 8ed 'T Bomig # Al 0 -10 10YR 4/2 I - -- lfs lm -csbk mvfr I izi 2 - 421®it A2 10 - 7.SYR 4/6 I - -- lfs lm -csbk mvfr I cw 2vf -f 0 - B1 20 -29 10YR 4/6 -- sic 2 Ground - B2 29 -37 10YR 6/4 m2d 50YR 7/2 sil 2mabk 1 mfi cs 1 2vf - -- - -- 90 ft C 37 -72 10YR 6/6 cld 10YR 3/4 fs 0 - -- 0epttt to linrdng I tat 911 �. Remartcs: Boring # ( I I I I elev. ft Oepm to limiting factor Remarks: Boring I i Ground I I I I New. ►t. Depth to lirmang facror Remartcs: Boring # E3 Ground slew. H: Depth to lim�ong fat�Ot I 1 Remarft =0.a=R.Ot = 1 PAGE 3 OF 3 SITE PLAN Z_ r SCALE: 1 " = 40' Z_ e:5) � To, of ¢Zz � �: s c I � i r NOTES: PROVIDE MINIMUM OF 1' SAND BETWEEN BOTTOM OF BED AND EXISTING GROUND. MOUND TO BE A MINIMUM OF: 25' FROM DWELLING; 50' FROM WELL; 5' FROM LOT LINE. OGDEN ENGINEERING CO. JAME FILKINS, CSTM03988 Civil Engineers & Land Surveyors q 113 Y; . Walnut 715) 425 -7631 Falls, WI 54022 DATE:. _— Ww;onsin CapartMont Of IndusUY SOIL AND SITE E V A L U A T 1 O N REPORT Page J_ at I Labor and Human Rwlauons oivosion of Saa.n s ewlddngs in accord with IL HR 83.05. Wis. Adm. Code COUNTY Attach complete site plan on paper not less than 8 1/2 x 11 inchein size. Plan must include, but ST. CROIX not limited to vertical and horizontal reference point (8, n (arid jY slope. scale or PARCEL I.D. a dimensioned, north arrow. and location and distance�so'q st road. APPLICANT INFORMATION- PLEASE PRIk, ALL INFbl non ' ' REVIEWED 8Y DATE PROPERTY OWNER: PROP LOCATION E 1/2S 24T 28 NR 20 W TOM RUEMMELE & JOHN AND BARB ,RUEMMEL �� 1/4W 1/2S 19T 29 NR 19(«I W PROPERTY OWNER ".S MAILING ADDRESS LOT x.. % twf 0 SUB0. NAME OR CSM fe 260 COUNTY ROAD F TROY VILLAGE CITY, STATE ZIP CODE P NE NU CITY ILLAGE MrOWN NEAREST ROAD HUDSON WTSCONSTN 54016 (7'1 ' - 2 9 0 2 Y 1 1 : kobg Coua'� p�( New ConstrU lion Use (K I Residential I Number of tiddroaei's ✓ 4 ( ] Addition to existing lot Wing L I Reptacement ( I Public or commercial describe Code derived d.* no 600 gpd Recommended design loading rate D. ¢ bed. gpd/9 trench. 9091 Absorpt on area required 5 270 bed. ft .SC'V trench, tt Manmum design loading rate D • $ bed. 9PdrttZ G 1ernch. gpd/9 Recommended infiltrabon swtace elevations) BY DESIGNER R (as referred to site plan benchmark) Additional design / site considerations 'ie Parent material / �� , �yTw y Flood plain elevation, if applicable N/A R S =Suitable for system CONVEuno MOUND IN-GROUNO PRESSURE AT -GRADE SYSTEM IN FILL HOLDING TA U= Unsuitable for system 1 S ® U I ® S ❑ U ❑ S ®'U ❑ S M( ®'U I ❑ S 9U I ❑ S a U SOIL DESCRIPTION REPORT Boring # - if lcsbk mvfr cw 2vf- 0.5:0.6 t A 0 10 11 OYR 4/ 2 I - -- I s I I I B1 10 - 21 IlOYR 4/4 1 - -- I sl 12m -csbk I mfr Icw I2vf -� 0.5 0.6 B2 21 -37 7.5YR 4/6 I - -- Ilfs lcsbk (mvfr Icw I2vf -i 0.5' 0.6 Ground 10YR 7/2 elev. B3 137 -51 10YR 6/4 I map 5YR sii 2mabk I mfi l aw 2vf - -- - -- 90 4 - 7 ft. C1 51- 62110YR 5/6 Iml lOYR 3/4 lfs 1 2csbk mfr I w Ilvf I - -- - -- Depth to limning C2 1 62-72 10YR 6/6 - -- s Os I ml - -- 11vf I - -- - -- ta= I i Remarks: Bonn # g A 0 - 24 I lOYR 4/3 j - -- I lfs I lcsbk I mvfr l i 2vf- 0.5 0.6 :422;... B1 1 24-3517.5YR 4/6 - -- I ifs 1 bk B2 I35- 42I10YR 4/6 I f2f 5YR 5/8 I sl 1 2m -csbk I mfr L s I2vf -$ - -- - -- Ground elev. B3 42 -51 IlOYR 4/6 I - -- sil 1 3f -mabk mfi I gw lvf I - -- - -- 90$t_ft. B4 I51 -61 10YR 6/6 I m3p 5YR I sit 12m -cabk I mfi law Ilvf I - -- - -- Oeptn to limiting C 61- 72I10YR 5/6 I - -- s IDs ml - -- of - -- - -- f 15" I I I I I I I Remarks: -- -- Name: — Please Print JAMES 0. FILKWS Phone (715) 425 -7631 OGDEN ENGINEERING CO., 113 WEST WALNUT ST.. RIVER FALLS, WI 54022 g; Data: / 17 CST NumCS`•TM03988 PROPEMOWNsR SOIL OESCRIPTION REPORT Page 2 of 2 PARCEL I.O. r 1 Oepth loominant0alor I Woes (Texture I Structure I I�� I Room GPO/ft� Boring # FHanzon in. Munsell au. Sz Corn Cobr Gr. Sz. Sh. Bea " Mrcn Boring # Al 0 - 10 10YR 4/2 ` - -- ifs lm — csbk mvfr sE 1 2v f3 I ' A2 10 -20 7.5YR 4/6 I - -- lfs lm —csbk mvfr cw 2vf— 0.5 — B1 20 -29 10YR 4/6 si 2 Ground B2 29 -37 lOYR 6/4 m2d 10YR 7/2 sil 2mabk mfi V 2v - -- - -- 90 ft C 37 -72 10YR 6/6 cld 10YR 3/4 fs OS2 TO - -- 0"M to lirmling la� 911 Remartcs: Baring # Iola y �w ft. Depth to limiting factor Remarks: Boring Ground elev. 0epth io iirnrting factor Remarks: Boring # I Ground etev. ft Depth to smrar,q factor � { Remarks: S60�tOtA.OSleat i ` PAGE 3 OF_3 SITE PLAN Z_ oT /O � Lu /DE UT /G /Ty E/As ,e/$'fE.v 7 SCALE: 1" = 40' J 0 o Z_ 7 Q �E.V y/yl�,�K, Too of ' looms! Ah 4 m.,&�Av , = 94.3.ss G T l03 ¢Z z ISO 1 0 ¢z3 i 5 T, ,•9NNE — S —� �4y NOTES: PROVIDE MINIMUM OF V SAND BETWEEN BOTTOM OF BED AND EXISTING GROUND. MOUND TO BE A MINIMUM OF: 25' FROM DWELLING; 50' FROM WELL; 5' FROM LOT LINE. OGDEN ENGINEERING CO. JAMES C6. PlLK1NS, CSTM03988 Civil Engineers & Land Surveyors / 113 Y; . Walnut St. River Falls, WI 54022 DATE: ¢l / r f - 7 (715) 425 -7631