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HomeMy WebLinkAbout040-1158-70-185 (2) 2382 A` lt.- SOIL EVAN DOA REPORT page 1 of 3 Wisconsin Department Q{~C A to t`. 1, A.C.E. Commerce U O A.C.E. Soil & Site Evaluations C 0p~'~cor~.{I~pce with Comm 85, Wis. Adm. Code ~P~4- County /+btlefs Attach complete sS~p sV than 8"F x 11 inches in size. Pla St. Croix include, but vertical and horizontal reference point (BM), directio parcel I. . percent sloe or dimemsions, north arrow, and location and distance tc 040-1158- 0-185 Please print all information. Revi ed By Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 7s ZZj Property Ownei Property Tn Michael & Betty Scholin Govt. Lot SW 1 4 SE 4 S 24 T 28 N R 20 W me or CSM# Property Owner's Mailing Address Lot # # Subd. Na 10910 Thone Ridge 4 CSM Vol. 16, Pg. 4425 , •7V City State Zip Code Phone Number City Village ✓I Town Nearest Road Woodbury MN 55129 Troy 332 Lindsay Rd. Use: V Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD New n uctior Replacement Public or commercial - Describe: Parent material Glacial Outwash Flood plain elevation, if applicable Na General comments and recommendations: Soils suitable for conv. dispersal cell at 0.4 gpd. [infiltrative surface elev's to be approx. 62" - 75" below grade. Rec. system elevs. 94.5', 94.0 & 93.5'. 2a~ K Boring # Boring Pit Ground Surface elev 99.79 ft. Depth to limiting factor >118" in. Soil Application Rat Horizon Depth Dominant Redox Description Texture Structure Consistence Boundar Roots *Ef GPD/ft f in. Color Qu. Sz. Cont. Colo Gr. Sz. Sh 1 0-9 1Oyr3/3 none fsl 2fgr ds 9w 3fmc 0.4 0.8 2 9-17 1Oyr4/4 none fsl 2fsbk ds ci 3fm2c 0.4 0.8 3 17-31 1Oyr3/3 none sil 2fsbk ds gw 3fm2c 0.6 0.8 4 31-44 7.5yr3/4 none sicl 2fsbk dsh cw 2fm 0.4 0.6 5 44-52 1Oyr3/6 none Ifs Osg dl cw 1fm 0.5 1.0 6 52-118. 1 1Oyr4/6 none s Osg dl - 1of 0.5 1.0 Horizons #5 6 contain 1/4" -1 1/2" bands of 10yr4 Ifs. Loading rate reflects reduced permeability of horizons associated with banding. ~r A 2 ] F Boring # Boring Pit Ground Surface e'I>sv 96.43 ft. Depth to li iting factor >104° in. Soil Application Rat Horizon Depth Dominant Redox Description Texture Structure Consistence Boundar Roots *E GPD/ft Eff#2 in. Color Qu. Sz. Cont. Colo Gr. Sz. Sh 1 0-10 1Oyr3/3 none fsl lfgr ds 9w 3fm1c 0.2 0.6 2 10-24 1Oyr3/4 none sit lfsbk ds cw 3fmc 0.4 0.6 3 24-42 1Oyr4/4 none sil 2fsbk dsh cw 2fm1c 0.6 0.8 4 42-50 7.5yr4/6 none Ifs Osg dl gw lfmc 0.5 1.0 5 50-70 1Oyr4/6 none s Osg d[ 9W 1vf,f 0.7 1.6 6 70-104 10yr5/6 none s Osg dl - - 0.7 1.6 * Effluent #1 = BOD ya 30 <220 mg/L a d TSS >30 < 1 mg Effluent #2 = BOD 5< 30 mg/L and TSS <10 mg, CST Name (Please Print) Signatur : CST Number James K. Thompson 388^a 34Z)2j Address A.C.E. Sal & Site Evaluations Date Evaluation Conducted Telephone Numbei 340 Paulson Lake Lane, Osceola, WI 54020 11/25/2014 715-248-7767 Property Owner Michael & Betty SChOlin Parcel ID # 040-1158-70-185 Page 2 of 3 3]Boring # Boring F Pit Ground Surface elev 99.10 ft. Depth to limiting factor > 120" in. Soil Application Rat Horizon Depth Dominant Redox Description Texture tructure Consistence Boundar Roots GPD/ft2 in. Color Qu. Sz. Cont. Colo Gr. Sz. Sh *Eff#1 *Eff#2 1 0-4 1Oyr3/3 none sil 2fgr ds cs 3fm1c 0.4 0.8 2 4-21 1Oyr5/4 none Ifs Osg dl cw 2fmc 0.4 0.8 3 21-31 1 Oyr4/4 none sil 1 fsbk ds Cw 2fm 1 c 0.6 0.8 4 31-60 1Oyr4/4 none sit 2fsbk dsh 9w 1fmc 0.6 0.8 5 60-74 7.5yr4/4 none Sid 2msbk dsh Cw 1vf,f 0.4 0.6 6 74-120 1Oyr5/6 none s Osg dl - - 0.5 1.0 Horizons #5 6 contain 1/4" -1 1/2" bands of 10yr4/4Ifs. Loading rate reflects reduced permeability of horizons associated with banding. ❑ Boring # Boring Pit Ground Surface elev ft. Depth to limiting factor in. Soil Application Rat Horizon Depth Dominant Redox Description Texture Structure Consistence Boundar Roots GPD/ft' in. Color Qu. Sz. Cont. Colo Gr. Sz. Sh *Eff#1 *Eff#2 ❑ Boring # Boring Pit Ground Surface elev ft. Depth to limiting factor in. Soil Application Rat Horizon Depth Dominant Redox Description Texture Structure Consistence Boundar Roots GPD/ft2 in. Color Qu. Sz. Cont, Colo Gr. Sz. Sh *Eff#1 *Eff#2 * Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg * Effluent #2 = BOD 5< 30 mg/L 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. SBD-8330 (R.07/00) A.C.E. Soil & Site Evaluations ' • Eris finq ~~Rdc e!e% T "f~et~" a ~ /off G,~Ker Ca/G /09/U 7Av,7 d~L 0 l~cod6~~y, Mo. sr/ZS ,Joe g( LsAt 1/0/. Say~,SEys; S~e.~ ~T. zB~r, ,Q zoc.), T . af'TroY. s,~ c-d,;, ,oc./. tlOyO- ~/sd - ro-~Bs x/59.93 " , WILA 1 I EXis~i'n ar, ve cvet c acs ~ u I oI i , / ~ • i i ~occ 1 ~ Iola.. ~ ~ 99.0' f(.a' e o ' SEA` 47- 6 A6coene--Atsu.hcd CO. 30{'3 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page ` of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm.. Code Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must County include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D._ Please print all information. Revi d b Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). d/ Property Owner Property Location TOY`' V-1 (a t_ 1l},1j:f(., S~-J 1/4 S SIM S Z y T Z.8 N R Z G E or W) Property Owners Mailing Address Z~ Z Lot # Block # Subd. Name or CSM# ~~rJVI~ 1~lZ~UL L) City State Zip Code Phone Number ❑ City ❑ Village Z Town Nearest Roa Hft s WI S V ~zZ (-)ts) 3~ 6 - 1.61 off' >_t, s tai aNew Construction Use: Residential / Number of bedrooms Code derived design flow rate 0a GPD ❑ Replacement ❑ Public or commercial - Describe: Parent m- ' _ oy p y~ L_ GenerR 1 E p Flood Plain elevation if applicable ti)g ft. and recommendations: rA~ U In J19 k JUN 1 0 2002 ! l\J)MUM 6 Sys FILL. ZZZ aD Cie 'Q N O FI [Borin © Pit Ground surface elev. a - ft. Depth to limiting factor 5O in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 O- lZ ti0`~l.2 3 ~ - I Z`~S b12 wl`~+r ~w Z~` - S - `3 S! 1 Zsbk m c;~ , S g 3 Lju SO `t--S`i!1~31~C 1s o S mV'Fr - ,-1 1 . Z SO_ LOSuz6L3 _ Ls T3z - - Fq Boring # Boring Pit Ground surface elev. q 6 s ft. Depth to limning factor c'y in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 d-LZ. j0`~IZ 3lZ - gj } Z~sb1~ ►n`F~ C.w ~ ~L-Su 1~~2 316 - S)1 Z~sbk m`f1- C.w - -S - ~ 3 Sly-Sg Lt231v ~S O S5 mvfl- elv - -7 Z- 51- t0~2lLG13 - Ls a1S •u u Effluent #1 = BODs > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = GODS < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Si nature CST Number Arthur L. Wegerer &Z~ I A " C) 13Y 220254 Address W e g e r e r Soil Testing & Design Service Date Evaluation Conducted Telephone Number 421 N. Main St. River Falls, UI 54022 6-S-Q Z -715-425-0165 Property Owner RU Eh M EL L.. Parcel ID # Page Z of Boring # ❑ Boring N-7? Pit Ground surface elev. ft. Depth to limiting factor 7 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 "Eff#2 0-11 ltHV- 31Z Sl ~ Z' sb1z y4f- CW -Z~ • S -13 Z l ~ - 6`i l o~ ~z 3 l ~ - Si I ' Zvn S ~ ~ `f cam, - - S • g 3 6~-~9 LOYIZyj - S U ,S _ ~-1 1, Z ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 "Eff#2 Boring # ❑ Boring F-1 ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 •Eff#2 " Effluent #1 = BOD, > 30 < 220 mg/L and TSS >30 < 150 mg/L " Effluent #2 = BODE < 30 mg/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. SBD-8330 (R.6/00) PLOT PLAN Page of 3 ' Scale 1'=30 1 `t l ~Z-p1~1 P1 P t N ~'~~~T- ~-0T LlAIE ~ C~ti.1~pv2~L. X28-0' BpT . OF L(- Ln- g.8 - S 7 Sp t tM Z 3 1 e C~ B-1 C~ 'o NUT Commer ofL ~ ~~N213 ~'"lS l~Z~ v~ 31yy"yylt#1 - ,pL-L. LQv-OOlv ~ "~'fCL.L; 31~" ~t Y~. PVe ~l PL LJ1 r~'7~~. ~Tco y V I L\-N G: 3V-'j' "D. X s~rE ~ 2 ,3 1" = ZAW 715-425-0165 220254 C3 Z- 13~ CST Signature Date Telephone No. CST No. Job NO. Parcel 040-1158-70-185 o7/2a/2oPAGE 1 OF n1 Alt. Parcel 24.28.20.619C-40 040 - TOWN OF TROY ST. CROIX COUNTY, WISCONSIN Current X 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 - STEINE, DAVID C & JUDITH M DAVID C & JUDITH M STEINE PO BOX 157 PLUM CITY WI 54761 Districts: SC = School SP = Special Property Address(es): Primary Type Dist # Description " 332 LINDSAY RD SC 4893 RIVER FALLS SP 0100 CHIP VALLEY VOTECH Legal Description: Acres: 3.367 Plat: 4425-CSM 16/4425 SEC 24 T28N R20W PT SW SE LOT 4 TO CSM Block/Condo Bldg: 16/4425 Tract(s): (Sec-Twn-Rng 40 1 /4 160 1/4) 24-28N-20W SW SE Notes: Parcel History: Date Doc # Vol/Page Type 02/02/2007 843749 WD 01/17/2007 842712 WD 12/09/2003 748632 2470/634 WD 12/02/2002 700553 2065/501 WD 2007 SUMMARY Bill Fair Market Value: Assessed with: 0 Valuations: Last Changed: 07/21/2004 Description Class Acres Land Improv Total State Reason RESIDENTIAL G1 3.367 63,000 222,600 285,600 NO 7 Totals for 2007: General Property 3.367 63,000 222,600 285,6000 Woodland 0.000 0 Totals for 2006: General Property 3.367 63,000 222,600 285,6000 Woodland 0.000 0 Lottery Credit: Claim Count: 0 Certification Date: Batch Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 ~ 720 1 3 APPROVIEU ST. CROIX COUNTY VOL 16 PAGE 4425 Planning Zoning and a-,w~ ,trnq Si: rRrIIY ' II Kit! 1~(=';inp J Cf'D I KATHLEEN H. MALSH NOV 18 2002 REGISTER OF DEEDS CERTIFIED SURVEY MAP e v.. ST. CROIX CO., MI RVrVTv n FOR RECORD It FIN F699FOOQ hi 1; 06 4ii lob,im 8! LOQOe3IE03 4"roipHE SW 1 /4 OF THE SE 1 /4 OF SECTION 2412/12/2002 09:45AN T28N, 00,0"TOWN OF TROY, ST. CROIX COUNTY, WISCONSIN. FEE It 13.00 COPY FEE: PAGESt 2 PLAT OF TROY VILLA L A I 1,3 FIFTH ADDI TION - - ' IILEGEND ` ~`3 COUNTY SECTION CORNER MONUMENT, TYPE NOTED, FOUND. _~►NDS ROAD_ \ `n~ - - - - ' / / / • 1 1/4" IRON PIPE, FOUND. 0 1 1/4" x 24" IRON PIPE / SIGHING 1.68#/LINEAR RAPIUS-433 FOOT, SET. .00' / DELTA-,9°50' o AR =150.00' / - BUILDING SETBACK LINE, 50' C.B -S02°28' "W I UNLESS OTHERWISE SHOWN. 95 CH N S 112 .2 48"W N v I T. UT-S7°2 ' 08"E 3 / NOTE: ALL IRON PIPE ARE L 0 7- ' DIMENSIONED AS OUTSIDE DI - TER. P) C. 0) S.M. r pv- N. o VOL. 7 Q~ I ~ I PAGE 2024 4 DO_C. -1441719 2°28 20" E 4) 96 9o I BEARINGS REFERENCED TO THE - o - o 1 0. 0 \ Os,, \ SOUTH LINE 1 / F O•• SE 4, T28N, R20 , cI - SLIMED TO BEAR N 88057' 16" ~ r 97 CALE IN FEET I _ _ N 0 50 100 200 ~i LOT 4 N LOT 3 C I 3.367 ACRES ~I 146,653 S.F. N o C.S.M. ~I N -pi VOL. 11 L4 -;,442 S7 PAGE 3182 98 DO_C. 41552_.358 o , ~I SE CORNER i~II I L J/ (S EEL4' SURVEY MARK" NAIL) / I eooooo„w p I.~Np~~ 0 3 OQTLOT~ 12 POINT OF UN~ in - - ~I b BEGINNING ` I W ~ 4229.39' Flo N 00005' 12" W 5209.49' I Nx z 0, 98--t - _ - *CORNER 1 4 NORTH-SOUTH TH 1 /4 SECTION LINE S 1 COR. I I SEG. X24, ,428N, R20W SEC. 24 1 I (2 1/2" IRON PIPE) T28N, R20W 1 4 OWNERS & SUBDIVIDERS R (2 1/2" 6 25 - 1 THOMAS AND NELL RUEMMELE IRON PIPE) - - 1 1 274 PLAINVIEW DRIVE PL AT OF _CR_OIXRID_GE HUDSON, WISCONSIN 54016 THIS INSTRUMENT DRAFTED BY JAMES D. FILKINS PAGE 1 OF 2 Vol.16 Page 4425 N-w JAN 2 9 199 191996► vlptSH ST. CROIX COUNTY N~ ZHuttlH' reds 2 SURVEYOR'S RECORD J-' lster 01 R~Gro1xGo•w~ ~ 552 CERTIFIED SURVEY MAP LOCATED IN THE SW 1/4 OF THE SE 1/4 AND THE SE 1/4 OF THE SW 1/4 OF SECTION 24, T28N, R20W, TOWN OF TROY, ST. CROIX COUNTY, WISCONSIN. °m° m o cDi> LEGEND N m~ COUNTY SECTION CORNER 00 o CC) CO OWNER & SUBDIVIDER MONUMENT, BERNTSEN CAP, o°oN"D JOHN J. & THOMAS J. FOUND. (UNLESS OTHERWISE m = RUEMMELE NOTED) r z 260 COUNTY ROAD "F" a, o z ° HUDSON, WI 54016 • 1 " IRON PIPE, FOUND. Zmm Om m 0 1 " IRON PIPE, WEIGHING m 1.68#/LINEAL FOOT, SET. = m n I I = o I 5 I SCALE IN FEET UNPLATTED LANDS 6mod 0' 50 100 200 _ N 86°04' 17" E 451.14' N 4 LOT 1 - - I o 0 rn _ 5 r o~'; CAM SE-SW z AG SW-SE PAGE 2024 SECTION 24 ~~'iOVW10N 24 Z, 441719 rn I go I)- m 0 0;0 ti " • CROW COUNTY ^ o / .4 - - z z Ger; liPrehensive Planruc LOT 3 - D - 00 Zoning arid D m o Parks Cocrtmittee 7.205 AC - ~J 1 CEL 313,858 SF - - - > INCLUDING l~ not recorded EXISTING TOWN (A C~ I D z o vyt=r;n 30 days of ROAD RIGHT-OF-WAY cn o araroval date 6.851 AC ° n L4 a 'Wroval shat{ be 298,446 SF ° rn rn ,,,,1 EXCLUDING Z ~C7 2 L, EXISTING TOWN A X J ROAD" RIGHT-OF-WAY ~7 - D ID I L4 ~ - cc ID PROPOSED CENTERLINE DRIVEWAY D HIGHWAY SETBACK LINE (n o I POINT OF BEGINNING o S 1/4 CORNER SECTION 24 T28N, R20W S 88057_16_E 467.78' N INVIEW 0 466.31' PL A- - - f 4 - 0 2190.37' w N 88°57' 16" W 2656.68' w SOUTH LINE OF THE SE 1 /4 " (REC. AS N 89°57' 46" W) SE CORNER UNPLATTED LANDS SECTION 24 T28N, R20W Q (BERNTSEN NAIL) THIS INSTRUMENT DRAFTED BY DARIN FLATER PAGE 1 OF 2 VOL. 11 PAGE 3182 f ~ZOZ 02sd Z 'TOA chw O M r 1 e 1 wP9tfkJ s)PiVd jAjg,,E~~ f o 031d0'u0 1N3wnu1SNI SIH1 mmno,-)m .is Z9bl-B8b 861 91 M I e~t~tsi~,%~7 j10 3~~ ns pN ~~~i •T-ean4TnoTa2le st BuTUOZ •saaguzaw &jTwLj Aq asn aoj sT dleuz STL14 uo palleaaa JOT ;)TqL :a,I,ON . N or • 1A072I 'MSZZ , 'J A3AUVH ':V? UOTJOaS au; Jo au T u4o S/ aus SAi , M 0 Z 8 N 8 Z L - ''hum its tiZ '03S bZ '03S spu-eZ p91 T~L1 a00 3S (3 006 N ) H3NaOO t,/ IS II 4 M39ANV-ld 8S II 3.9b•L8.68 S m .06'992 to 3 0o e1 0 o r. c b . 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