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HomeMy WebLinkAbout030-1070-10-200 (2) Parcel 030-1070-10-200 04/30/2013 09:39 AM PAGE 1 OF 2 Alt. Parcel M 26.30.19.253A-50 030 - TOWN OF SAINT JOSEPH ST. CROIX COUNTY, WISCONSIN Current X Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type # of Units 05/17/2011 00 0 Tax Address: Owner(s)' O = Current Owner, C = Current Co-Owner 0 - ROULEAU, JAMES V & KERRY A JAMES V & KERRY A ROULEAU 937 CARTER CIR HUDSON WI 54016 Districts: SC = School SP = Special Property Address(es): = Primary Type Dist # Description " 793 140TH AVE SC 3962 SCH DIST NEW RICHMOND SP 8040 BASS LAKE REHAB DIST SP 1700 WITC Legal Description: Acres: 12.014 Plat: 5770-CSM 25-5770 030-011 SEC 26 T30N R19W PT GL 4 FKA CSM 17-4497 Block/Condo Bldg: LOT 02 LOT 2 (13.774AC) NKA CSM 25-5770 LOT 2 (12.014 AC) Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4) 26-30N-19W Notes: Parcel History: NEW FOR 2012. CSM 25-5770 TAKES ALL OF Date Doc # Vol/Page Type 030-1070-10-185 (253A-30). LOT 1 BECOMES 06/22/2011 937926 AFF 030-1070-10-190 (253A-40) & LOT 2 05/17/2011 936274 25/5770 CSM BECOMES 030-1070-10-200 (253A-50) NO 12/04/2008 885013 WD REMAINDERS. 12/05/2005 813544 2938/600 LC more... 2013 SUMMARY Bill M Fair Market Value: Assessed with: 0 Valuations: Last Changed: 04/20/2012 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 12.014 104,900 21,400 126,300 NO Totals for 2013: General Property 12.014 104,900 21,400 126,300 Woodland 0.000 0 0 Totals for 2012: General Property 12.014 104,900 21,400 126,300 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch M Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 S S~ jOLA3Cp1% l ZAHLER S-2145 UDS N K S U CERTIFIED SURVEY MAP LOCATED IN PART OF GOVERNMENT LOT 4 OF SECTION 26, T30N, R1 9W, TOWN OF ST. JOSEPH, ST. CROIX COUNTY, WISCONSIN, BEING LOT 2 OF CERTIFIED SURVEY MAP VOLUME 17, PAGE 4497. PREPARED FOR: LEGEND JAMES & KERRY ROULEAU © FOUND ALUMINUM COUNTY 937 CARTER CIRCLE SECTION CORNER MONUMENT " HUDSON, N 54016 FOUND 1" OUTSIDE ~T SURVEYOR: ~ DIAMETER IRON PIPE THE EAST LINE OF THE NE1/4 OF DOUG ZAHLER FOUND 1-1/4" OUTSIDE SECTION 26 BEARS S00'07'35"W AS N S & N LAND SURVEYING DIAMETER IRON PIPE REFERENCED TO THE ST. CROIX 2920 ENLOE STREET COUNTY COORDINATE SYSTEM SUITE 101 SET 1-1/4" OUTSIDE DIAMETER BY SCALE IN FEET 1" = 150' HUDSON, WI 54016 O 18 LONG IRON PIPE, WEIGHING 1.68 LBS. PER LINEAR FOOT - - - OPEN SPACE BOUNDARY 150 0 150 CURVE DATA No. Radius Length Central Angle Chord Bearing Chord Length Arc Length Tangent In Tangent Out C1 7967.00' 02'01'54" N88'20'21"E 282.49' 282.50' N87'19'24"E N89'21'18"E C2 7967.00' 01'47'52" N88'13'20"E 249.97' 249.98' N87'19'24"E N89'07'16"E C3 7967.00' 0014'02" N89"14'1 7"E 32.52' 32.52' N89'07'16"E N89'21'1 8"E C4 62.43' 60'07'22" N28'03'18"W 62.55' 65.51' N58'06'59"W N02'00'23"IE d04 ~9 @ON MOdo u g9 P@. au NORThr .4ST CORNdR SL'CTlON.I - ,ACCESS - nPOD 140TH AVENUE L.ASLhTArT CENTERLINE FOR LOT 0 zC1 N89'21'18"E 462.17' C2 zo ~ C3 f DRIVEWAY "E v J `O 66 z N 87'19 24 L- .8111MM! Sd'TBACX- Ui p, cn j ! ~ ~ 0 PAR TO#N ' Do 34.21 ey' R L4 BUILDING I 50 NS). A~ df,AN.lfAllF I , PONIJ ~ v' gS?ly w ~IMn ~OT 1 ~J 02 0 72,922 SQ. FT. J~ y 1.674 ACRES I I I@ LOTS MAY BE SUBJECT TO C% I' 43 ,49"E 213 94 I I SPECIAL ASSESSMENTS FOR FUTURE O N~q'48 I IMPROVEMENTS TO THE ROAD. ,y Q 0 En ~ d ~ I~ 1I (D I~ v75' LOT 2 . FTF8.4CA- W . ~RO.I!! OHJ!'.l! 514,344 SQ. FT. ~ (A o s 11.808 ACRES TO MEANDER LINE ~ - OD 3E ~[]G°~[~[~ 4Q~° ~1J ` -y ?mss - 523,300 SQ. FT.f W~• ti~ ° 12.014 ACRES± TO OHWM w I o S88'32'1 8"W OPEN SPACE NOTE 61.41' ".4)V1IILR The open space area shown j OHI~Af Z LINK' hereon contains 5.48 acres ~fLL'P,ATION 886.9 I I o (407. of 13.68 acres). Use of CD LADE j the open space is limited to ° the uses prescribed in 168-18 RLGION,lL ! I o, D of the Town of St. Joseph l FLOOP lrzxv I Subdivision Ordinance. PhR IINR = 890 i I Development within the open l 0D space is prohibited. Boundaries of the open space may be SHORELAND NOTE f The property depicted on the map changed with approval by the contains shoreland - wetland areas I town board. and Is subject to shorelond zoning. 166.44 434.04' A Land Use or Special Exception 46 t S89'27'24"W 600.48' v permit may be required for grading N and or construction activities. / co Wetlands shall be maintained with a __p__~~ (A 01 75' protective buffer unless - otherwise determined by either St. Croix County or WI-DNR. Contact T-4ST QUf1RTL'R CORNLR the Zoning office for further SUCTION 26 Information. THIS INSTRUMENT WAS DRAFTED BY: DJZ JOB NO. 5197-002 DATE: 02/03/11 SHEET 1 OF 2 140TH A PROPERTY/ROW LINE loom ROW LINE EXISTING EXISTING .'Q FENCE LINE MONITORING EXISTING WELL EXISTING FENCE UNE FENCE LINE INFPROPOSED APPROXIMATE POND ILTRATION AREA EX TREE LINE (FROM ELEVATION 917.S'0 0 TO ELEVA710 919.50) 32P•' . 4 t PROPOSED " ..75 BUILDING S .1. CONCRETE ~4_ 75'BUILDING SETBACK,,,,,. SIDEWALK' PROPOSED ROPOSED GRAVEL PARKING STALL WELL (10.20'TYP.) EX GRAVEL DRIVE PB OPDINGD' F E 926.00 _ APPROXIMATE WOE 916.00 EX. TREE LINE ` - .•'•i: WALK-OUT PROPOSED POND INFILTRATION AREA (FROM ELEVATION 917.50 PREVIOUSLY CONSTRUCTED P( TO ELEVATION 919.50) PROPOSED--- SEPTIC SYSTEM t F ~P ^ DRAINFIELD < M r `t NECWU 188" _ ,o LOT 1 4 30OFT UNE I I a 1 _ • . FROM OHWM SOIL BORING APPROXIMATE ~.Q (•FyplCAy) EX TREE UNE PROPOSED POND INFILTRATION AREA e ~300FT UNE (FROM ELEVATION 917.5D FROM O TO ELEVATION 919.60) 'io.~- EX RIP RP f ,x R, EX GRAVEL y DRIVE LOT 2 I X' ,;I4 43b, ~.-FUTURE y ~rs• l FIR N LI,C` . uTURE 1?„• Y SEPTIC RSTE~4 m DRAMFIELD mp\ TPA t d~ - "•+..URIV~L A `n t Z t r APPROXIMATE TREE LINE ~~30OFT UNE C ell / rROM OHWM f/ EXISTING ,E FENCE LINE 50_1!, ~BORING O,FG~L (IYTICAL) ` T 06`Gl• 6s- W 1 . cF a9~sc 1 ADJACENT LDT LINE y ~9 'PFU T. ORCH / - _ - 'UTURE WELL EXISTINGINE G~,OF`GJ•. ~1_ _„~JI l/iiA V GENERA L 1-114' IRON PIPE FENCE L QF (~"y1•{~ %lJ~/~" 1. CONTRAC' LZ/ ~ PRIOR TO Iq 2 CONTRAC- 75FT STRUCTURE `1`\~•~ / _ - AREAS. SETBACK LINE FROM OHWM 3. NO TREE B h Q7 S OF THE C 4. CONTRAC' APPROXIMATE ORDINARY HIGH WATER MARK 5. SALVAGE[ EX TREE LINE (OHWM)ELEVATION =8865 6. CONTRAC' GRAVEL, I \ APPROXI LINE 7. EROSION EX. TREE OR EXCA` 8. CONTRAC' \ ON THE E \ 76F7 STRUCTURE--/"""\ IN ACCOR B SETBACK LINE FROM OHWM N75CONSit AS 9. STANOARI DEPARTM \ HIGHWAY ~ OF NATUF STe CROIX COUNTY PNNNG ZONING October 26, 2010 Mary Jo Huppert, CST #224832 tf ` ` W9875 690th Ave. River Falls, WI 54022 RE: Soil reports for James Rouleau property Code Adrru ration Lot 2 of CSM V. 17/P.4497 Parcel #26.30.19.253A-30 715-386-46 in Gov't. Lot 4, Town of St. Joseph, WI Land Inform n & Planning Dear Mary Jo: 715-386-4 Zoning staff made a second site visit on October 25th at the above location to verify Real ' operty data on three soil reports that were submitted on September 24, 2010. After 715-386-4677 obtaining additional information, we were able to locate the tested area used in a sanitary permit application for Rouleau's cabin. The site plan in the report indicated Recycling that stakes for the proposed structure were approximately 300' south of 140th Ave., 715-386-4675 but our measurements determined that the northerly stake is -110' south of the road right-of-way. Benchmark 2 is -140 feet south of the right-of-way. The three test pits appear to be greater than 300 feet from the Bass Lake OHWM. We discovered that B3 of the report used for the sanitary permit application is the same as test pit B1 of the soil report labeled as "Site 2". Now that the tested area has been located, we will be able to complete the sanitary permit review process. The system elevation will have a maximum depth of 19 inches, which means additional soil will have to be placed over the leaching chambers to meet a minimum 12 inches of cover per component manual SBD- 10705-P (N.01/01) The soil report labeled "Site 2" will still require the following corrections or data verification: 1. Correct the distance from B1 to 140th Ave. (approximately 195', not 400'); 2. Indication of the tested area's distance to Bass Lake's OHWM , which must be >50 ft. as per Comm 83.43 setback requirements, but need to verify for Shoreland zoning requirements; *3. Fourth test pit marked "Did not use" should be described since it is located within the tested area and redox features are indicated in all three other test pits. 4. Sands don't have structure and should be "Osg", not "Om" - soil descriptions need to follow proper nomenclature to identify conditions found in the test pit. A third soil report labeled "Site 3" is intended for a POWTS location between the existing accessory building and a newly constructed pond. Although the area has been graded during work on the pond, the tested area is identifiable. The designer will need to take into account the water level in the pond when determining the ST. CROIX COUNTY GOVERNMENT CENTER 1 101 CARM/CHAEL ROAD, HUDSON, W1 54016 71 5386-4686 1 PZ@CO. SAINT-CRO/X. Wl US WWW.C:n RAINT-C'RrIjX Wi system a flon, But as a man-ma a pon i won nee to mee e - Please f el free to contact me with any questions you may have regarding the corrections requested or Shorela ,d zoning requirements that affect this property. Sincerely, Pamela Qui Zoning specialist Cc: James & erry Rouleau Town of Joseph Todd Fea erstone, MP#242514 Waconslo Depart terk of P#1 I L EVALUATION REPORT 3 Division of Safely and Buildings C in acoordanoe 85, Wis. Adm. Code County ST. CROIX 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 (BM), direction and Peroel I.D. 030 - 1070 - 10 -ass- 2 percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print aN infwmation. R Personal infonnabon you provide may be used for (1) (m)). y / Properly Owner Location • JAMES V. & KWA.R Govt lot NE 1/4 ASE 1/4 S 26 T E (o r) W Property Owners AAsiiing Address P 2 Block Subd. Name or CSW 77 2 937 C2 c f SNI r 7A°" City $tde r1 IX COUNTY Village own Nearest Road Hudson, WI N ZI OF I St ;1050ph 140th Avenue !T I Q New Construction Use(B Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement 2v 13 a Public or ~ - Dewft: Parent material outwash Flo)dnPlain elevation Napplicable R~ and nscenwnendatioru:j 8 3 -~°"Jt? fiv l1(.1~~ 0 6g rat y~ %tGt 6 (~-tr,,, Ski rh a ~ccLr cQ~dzt nucs~ !ze ~vtQd ~,,g/q~sr O ~ D SK y' c - -o ON W 'Sire 2) 10* 6 30U" W- 0 M~'`~ivl ~N I Boring 0 ❑ (SGima_ 3 P1' 4-~AS 8 3 o n a* , o4-h e~ hef !?4 ~ ~0 Pit G}ou,d surface elev. _ 106'. Vy R. Depth to Wn&V tailor 62 in. Sol Application Rate Horizon Depth r*Color Redox Description Texture Structure C nsidence Boundary Roots GPDW in. Mansell Qu. Sz. Cork. Color Gr. Sz. Sh. -EfW1 -EfW2 1 0-4 IOYR312 - sl 3f-mgr mvfr cb 3vf-co 0.6 1.0 2 4-28 10YR4/6 - sil 3fabk mfr cs 2vf-co 0.6 0.8 3 28-36 7.5YR3/4 - sl 2fsbk mvfr cs 2vf-f 0.6 1.0 4 36-62 7.5YR4/6 - Is OS9 ml as lvf-f 0.7 1.6 5 62-65 7.5YR4/4 f f 1OMro s&gr Osg mi 0.7 1.6 Horizon 5 bas massive layers of sit 2 Boring # ❑ ftin0 0 Pit Ground surface elev. 102.50 R. Depth to Bnniting factor 64 in. Sol Applicalion Rate Horizon Depth Dominant Color Redox Description Texture Structure Corsistenoe Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. -Efl" -EfW 1 0-5 10YR3/2 - sl 2fgr mvfr cs 3vf-co 0.6 1.0 2 5-12 10YR3/2 - sl 2f-msbk mvfr cW 2vf-co 0.6 1.0 3 12-29 7.5YR3/4 - sl 2f-mabk mvfr cw 2vf-f 0.6 1.0 4 29-42 10YR4/6 - sil 2f-mabk nifr as lvf-f 0.6 0.8 5 42-64 7.5YR3/4 - s 0s9 ml as 0.7 1.6 6 64-70 7.5YR4/4 fif 7.M416 s Om - 0.5 1.0 * Effluent 81 = BOD > 30 < 220 mglL and TSS >30 < _ _ _ 150 mg/L E16uernt 1122 BM :E _ 30 mg& and TSS 130 30 ngA. CST Name Wlesse Prirk) a CST Number Mary Jo Hugmt luster's Soil Tes & 066~~-~ 224832 Address Date Eva Conducted Telephone Number W9875 690th Avenue, River Falls. WI 54022 07 - 09 - 10 (715) 426 - 1775 l,t1T O"\A TA., YU\\ Alp ? Property Owrw ROULEAU, James V. & Kerry A. Parcel ID # 030 -1070 -10 -185 Page 2 of 3 P # 0 Boring srM 2-) V fp ~J I Bonngl El Pit Ground wwhm elev. qR• Oo R. Depth to bating factor 65 in. N ~v I Sol Application Rate j Horizon Depth Dominant Color Redox Description Texture Structure C.orwistence Boundary Roots GPOW / in. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. 'EM1 'Ef#2 1 0-6 10YR312 sl 3f--mgr mvfr cb 3vf-co 0.6 1.0 2 6-12 1OY ..V sl 2f-msbk mvfr cs 2vf-co 0.6 1.0 3 12-24 7.5YR4/4 sl 2fsbk mvfr cs 2vf-f 0.6 1.0 4 24-36 7.5YR3/4 sl 2f-msbk mfr as lvf-f 0.6 1.0 5 36-65 7.5YR3/4 s Osg ml 0.7 1.6 6 65-70 7.5YR3/4 flf 7.5YR4/6 s Om mvfr 0.5 1.0 Horizons 4&5 have some gr. F-1 Boring s Borg pit Ground surface elev. tt. Depth to fimiting factor in. Sofl "Iplirecation Rabe Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDW in. Mu ed Ou. SZ. Cont. Color Gr. Sz. Sh. 'EfW1 'Ef#2 Boring # Boring pit Ground surface elev. 1t. Depth to knifing factor in. F-1 la Sol Application Rate Horizon Depth Dominant Color Redox Description Texture Stnrc4xe Consistence Boundary Roots GPON in. Mu new Ou. SZ. Cont. Color Gr. Sz. Sh. 'E1at1 'EflV III I ' Effluent #1 = BODE > 30;5 220 mgt. and TSS >3o;5 15o mutt. ' Effluent 92 = BOD, < 30 mutt and TSS 30 mg& The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. SMM30reAOL07/00) u t Plot Plan for Site and Soil Evaluation Page 3 of 3 Property Owner Mss V. K;eLs_y A. ~U LEALI I"=4Dft Legal Description tyir`/4 of -mrc Nrzk/yam (Fuecept where noted) 730J j 12,119 W 't`ova.l OF sT, J osv-~Ft1 , sr, C-"~ X C~ = Backh oe pit C.ou~-r w~sco~Js►►~. 1-5,777 Ae-IMs North (Sire z) D v b t r~= fi Vls 1D I LV 3 q~ so' Po " 1 7~0 C'y~hV. , ® OP UND Os C,2 eO~ M R -(oP o Svc t o2- ~q Site Locataon. 1:\ePP0R4519]•001\319]artl.tlw9, 11/1/1010 4100198 PM /,~/'A~` J G Ol, Illl Jill m, AiDE -JR ME- /mo _ ctm?</ 11 930 ffim =z o " 8m /me g / ~ / " ' iii 1 ohm ~0 - . / i /2S of m, III//li o~ ~''i - - -;'V'f-_ 1'' oil 'II 1 i / : m~./~ _ 1 - T$ ._-=mr~=-`?r~% a _ - ~ ur ~ ~ \ \~\•,1 ~ ~ 111 III -n8~4"~ r _ ,~~,a a~ ¢ ~ ° ~ v V A V A l`•. ~ ~ 1111 I I I ~ y, z a> ~ D I I \ ~ 1 11111 I I ~ _ = sTm ~a~`+~~`pc~ / ~1' ` \ , _ _ \ II I \I \ \ FksT 11,' 1 I I _=tqN -pL .f Y L`~•b~ \\~y?lpdo - B' } x48 ' \ g\\ `\4'I I' 1 ~~n %1~1 I i i _ 1\\\ O ~~l Ijl \ T ~m`C. \ \\I -9m Am l~ I R~AO J t 26, \ `.fop ~ _ ofzpp$ ii, III \ \ \ \~nk _ - Sw ` \ ~ \ li lli i i II\I GF'O \ ~ 9JJ` o1\4gcy _k ~ik~"\ ` I'I'I I I H II f \ ` \ ull II iIl ':'4 \ ` b I II I Igo g if gq \ % ~ . \ I I I I ~F ~ \I \ ~ \ '1 "dam _ :?:q:~\ \ f'•t.\ \ ' I y `"~II I III1 it \Y m~21 z-r HI4 D~~ol s 0-,F HIM, ::.`m ^ I 'I ~yoo yr-~ : `I~ye~O qi. 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JOSEPH, ST. CROIX COUNTY, WSCONSIN "s44a-66 4„ Esau-cve °wo nom, 51979rd .eo~.mwwu.c~ OWs•h49ooo•O,- GRADING & EROSION CONTROL PLAN Auth•Consul{W' 1~ associates S&N Land 57uve ' 96 519'-°°' REUASED FOR REVIEW KlJ ,R/D5/,D V1 9 MIUBFA: 5197-001 IYNaOH OE4COMOpd NAKG OA14: I '°°-LB'S'~.mw 2UIJ Lmg pnq us sa}eioosse/~agptsno3•>~}ny NbId 311S 03SOdO2Jd 0 MH Vco/a~ vaa aoe axvnaa ioo-Leis 3v sax NISNOOSW 'A1NnOD X1080 IS 'Hd3SOf 1S d0 NMOl %IaaLelS Tu QNe YGPIo k a ril-ffi-9u `.m O ~,_wa"'u~' L6bb 30dd LL ~0A WSO A0 Z 10~ of/~yu pro iman~o~a wrwu+d~ MM U9 aDDD~q ° )d83dO~Jd ne3~no~j J1MDi S3Wdr MN :~e w,rso :i~3roya 7 A n, LLI ag El- EWw 0LL ; ~z S w y R ws~ 4 p a a p e a o: a F 0 wzoKQ 3 ~'..`<4.1f3 Sfp~ O ° z = ZZw 2 }.'yq.:.. {Y~ 9w i 4 tS 7k" y W n ° ° w W ! l F Z N p NS~ NZOti 2 sad' 3 ti 3}... r43'{y r jy~ ? z a z¢ a S~ m° a F z ~Zlb 4~I,1 u J4 `k~ tYt~a S ~ 7 O ~w is 4ia~ ~wu~U :fin `9 a 'zF m c3 z ° Ol z N P N :•n.' r z W a o s.1 z i u S 6 w i o~ T. 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Plan mist irx4ude, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. 030 - 1070 - 10 - 4"-2co percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Pismo print all information. R >by q~ v r" Law, s. 5.04 (1) (m)). G 1 Personal information you provide may be used Property Owner rertyl-ocation • (or) W JAMES V. & KERRY A. OULEAU . Lot NE 1/4 NE 1/4 s 26 T 30 N R 19 EE( )W Property Owner's Mailing Address Block # Subd. Name or CSM# LIV I 937 Carter Circ IX COUNT`( CS' j7- 2 5-/5 CRY State 5FL-'xTe N ~ • own Nearest Road Hudson, WI 54016 - 58 st4owph 140th Avenue Q New Cwmh clion UseEj Residential / Number of bedrooms 1 Code derived design flow rate 150 GPD ❑ Replacement ® PL W or commercial - Describe: Parent material sandy outwash Flood Plain elevation if applicable _,bw It. General comments Convention in-ground trenches 0.7 loading rate and recommendations: C n ~kc (Site 3) I i Boring a # Boring Q Pt Ground surface elev. W- -75 ft. Depth to Canting factor 90 in. Sol Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDW in. Mu>seti Qu. Sz. Cont. Color Gr. Sz. Sh. -Efi#1 `Eff#2 1 0-% 7.5YR3/2 - sl 2f-mgr mvfr Cb 3vf-co 0.6 1.0 2 4-26 7.5YR4/6 - sl 2fsbk mvfr Cw 2vf-m 0.6 1.0 3 26-42 7.5YR3/4 - s Osg ml Cw lvf-m 0.7 1.6 4 42-86 10YR3/6 - s osg ml as - 0.7 1.6 5 86-90 1OYR-V6 flf 10YR4/6 s Om nwfr 0.5 1.0 Horizon 4 has some pockets of 10MM Cs. Boring ❑ Boring 2 F9 # Q pt Grotnd WdaCe elev. ft, Depth to limiting factor 84 in. Sol Application Rate Horizon Depth Dominant Color Redox Description TexWm Sbuchre Consistence Boundary Roots GPDW in. MLrfam Qu. Sz. Conti. Color Gr. Sz. Sh. `EfW1 `Ef{#2 1 0-4 7.5YR3/2 - sl 2fsbk mvfr cb 3vf-co 0.6 1.0 2 4-12 7.5YR4/6 - s1 2f-rnsbk mvfr CW 2vf-co 0.6 1.0 3 12-84 10YR316 - s Osg ml as lvf-m 0.7 1.6 4 94-90 10YR3/6 of t0YR4/6 s Om mvfr 0.5 1.0 riwri 3 has some pockets of lOYM cs. ` Effluent #1 = BC0 > 30 < 220 nglL and TSS >30 < 150 mg/L ` Effluent #2 = BOD < 30 mg& and TSS 130 ng& CST Name (Please Print) - - CST Number Mary Jo Huppert llister's Soil Testing & onl 224832 Address Date Evaltaildh Conducted Telephone Number W9875 690th Avenue, River Falls, WI 54022 07 - 09 - 10 (715) 426 - 1775 m1T 0171, TMN/~~ Property Owner ROULEAU, James V. & Kerry A. Parcel ID # 030 - 1070 - 10 - 185 Page 2 of 3 D BorkV 14J pit Ground surface elev. R ft. Depth to Cmiting factor 90 in. Sol Application Rate Horbw Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDW in. Munsel Qu. Sz. Cont Color Gr. Sz. Sh. -Eflflnl `EW2 1 0-4 7.5YR3/2 sl 3f-mgr mvfr cb 3vf-co 0.6 1.0 Z 4-36 7.5YR3/4 is OSR ad cs 2vf-co 0.7 1.6 3 36-90 7.5YR3/4 s Osg ml lvf-m 0.7 1.6 Horizon 3 has some pockets of a. Boring F-1 #Boring Pit Grand surface elev. ft. Depth to limiting factor in. Sol Rate Horizon Depth Dominant Color Redox Description Textrue Sfruchrre Consistence Boundary Roots GPD/ff in. Morsel Qu. Sz. Cont. Color Gr. Sz. Sh. 'EfW1 'Ef1g2 II i Boring 0 Hpit Ground surface elev. ft. Deptln to linitirrg factor an. F-1 cipl nj Horizon Depth Dominant Color Redox Description Texture Structure Consisberrce Boundary Roots in. Mussel Qu. Sz. Cont Color Gr. Sz. Sh. -EfI i ' Eflluert #1 = BODE > 30 220 mg/L and TSS >30 _5150 mg/L ' Eflluent #2 = BOD5 30 rrg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. ssn-W-Vrdr(n.mAq T 0 Plot Plan for Site and Soil Evaluation Page 3 of 3 Property Owner -'Im-es V. il ;e&E -y A, i 'h0u-LEAu I40ft. s ~ FmCe 0 y, Pt where noted Legal Description Nr /4 ~ -rie ( 730IJ 19W z Tom © sT, cRo~ Y = Backhoe pit North C S 1 TE Q GIt~ a: r . c It A i R Y~~q ' 7 3 TOP OF5P 1,469 oKNo EL 4q 3 7 t mu- Site Location: of i Z6 Pam Quinn From: Ryan Yarrington Sent: Thursday, October 28, 2010 1:53 PM To: Pam Quinn Subject: FW: manmade pond FYI -----Original Message----- From: Jansky, Leroy G - COMMERCE [mailto:Leroy.Jansky@Wisconsin.gov] Sent: Thursday, October 28, 2010 1:47 PM To: Ryan Yarrington Subject: RE: manmade pond At this time, we are not enforcing a setback to a manmade pond that is lined and are treating it similar to a swimming pool. If we were discussing an infiltration basin that might be another story, but still, our code doesn't address such issues. Roman Kaminski said that this issue was discussed at a past code council meeting but no changes were made. So for now the 40 feet should be just fine and we can just stress that common sense would be to stay back as far as possible. Leroy G. Jansky, CPSS POWTS Wastewater Specialist Wisconsin Dept. of Commerce Safety and Buildings Division PO Box 517 Chippewa Falls, WI 54729-0517 (715) 828-5902 - Cell (608) 283-7459 - Fax From: Ryan Yarrington [ryany@CO.Saint-Croix.WI.US] Sent: Tuesday, October 26, 2010 13:47 To: Jansky, Leroy G - COMMERCE Subject: manmade pond Hi Leroy, We have a site were a pond was created this summer. Previously it was a low area of topography but not a wetland. Mary Jo then did a soil test 40 feet away for a conventional system. Visual observation would put the pond surface about 4 feet below the ground surface in the tested area. I believe the pond must be lined do to the soils in the area being mostly sand along with Mary Jo's soil profile otherwise I don't think it would hold water. System elevation would likely be 3 to 4 feet below grade. Is there a concern that some of our 3ft of unsaturated soil beneath the proposed system may be saturated 40 feet away? Thanks Ryan CONFIDENTIALITY NOTICE: This electronic mail transmission and any accompanying documents may contain confidential and legally privileged information. If you are not the intended recipient, you are strictly prohibited from any disclosure, copying, distribution, or storage of the contents of the information contained in the transmission. If you have received this transmission in error, please notify the sender and delete the message. 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