Loading...
HomeMy WebLinkAbout040-1192-95-000 (2) SID r-a IT, A 4 _ 2384 SOIL E EPORT Wisconsinq ' ent of t~ Page 1 of 3 Commerce" A.C.E. Soil & Site Evaluations in accordance with Comm 85, Wis. Adm. Code _F ~_&_.A Coun Attach corn site 1 Iss than 8'/ x 11 inches in size. Pla St. Croix include, but not I and horizontal reference point (BM), directio percent sloe, & ~ erosions, north arrow, and location and distance t( Parcel I.D. 040-1 2- 5-000 G'lv~t Please print all information. Revie By Date Personal information you provide may be used for secondary purposes (Privacy Law, s. Z ~s l Property Ownei Property Location AnnMaarie Kerr Govt. Loi SE 1/ SW 1/ S 24 T 28 N R 20 W Property Owner's Mailing Address Lot # Block # Subd. Name r CSM# 213 Somerset St. N. 20 Na Croix Ridge City State Zip Code Phone Numbei City Village Town Nearest Road Hudson WI 54016 Troy 241 Plain View New Constructior Use: ✓ Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD Replacement Public or commercial - Describe: Parent material Glacial Outwash Flood plain elevation, if applicable na General commente and recommendations: Soils suitable for conv. dispersal cell at 0.4 gpd. linfiltrabve surface elev's to be approx.56" - 64" below grade. Rec. system elevs. = 94.5' 95.5'& 965. F 71 Boring # Boring Pit Ground Surface elev 101.24 ft. Depth to limiting factor >103" 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 1 0-14 1Oyr3/3 none fsl 2fgr ds gs 2fm1c 0.4 0.8 2 14-21 1Oyr4/3 none fsl 2fsbk ds cw 2fm1c 0.4 0.8 3 21-33 1Oyr4/4 none sil 2fsbk dsh 9w 1vf,fm 0.6 0.8 4 33-40 7.5yr4/6 none Ifs Osg dl cw lvf,f 0.5 1.0 5 40-78 1Oyr4/6 none s Osg dl as - 0.5 1.0 1 -1 10yr6l4 none vfs Osg dl - - 0.4 0.6 6 78-103 Horizon #5 contains 1/4" - 2" irregular, discontinuous bands of 10yr4/4 Ifs. Loading rate reflects reduced permeability of horizon associated with banding. ❑ Boring # Boring err Di3 Pit Ground Surface el 98.74 ft. Depth to limiting factor >98„ 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 1 0-10 1Oyr3/3 none Ifs Osg dl gs 2fm1c 0.4 0.8 2 10-35 1Oyr4/3 none Ifs Osg dl cw 2fm1c 0.4 0.8 3 35-98 1Oyr5/4 none Ifs,fs,s Osg dl - lvf,fm 0.5 1.0 r Horizon #3 consists of several layers of Ifs, fs, Is & s too numerous to differ ntiate. Loading rate reflects most restrictive permeability found within horizo * Effluent #1 = BOD b;- 30 <_22 mg/L and TSS >30 < 150 mg * Effluent #2 = BODS< 30 mg/L and TSS < 30 mg, CST Name (Please Print) Signa CST Number ~ James K. Thompson ~s 2 3,q92- Address A.C.E. Soil & Site E ations Date Evaluation Conducted Telephone Number 340 Paulson Lake Lane, Osceola, WI 54020 12/4/2014 715-248-7767 Property Owner AnnMaarie Kerr Parcel ID # 040-1192-95-000 Page 2 of 3 3] Boring # Boring Pit Ground Surface elev 101.58 ft. Depth to limiting factor >99" in. Soil Application Rat F 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 1 0-11 1Oyr3/3 none Ifs Osg dl gs 2fm1c 0.4 0.8 2 11-27 1Oyr4/3 none Ifs Osg dl Cw 2fm1c 0.4 0.8 3 27-50 7.5yr416 none Sid 2msbk dsh aw 1vf,fm 0.4 0.6 4 50-99 1Oyr5/6 none S Osg dl - - 0.5 1.0 JI J--l Horizon #4 contains 1/4" - 2" irregular, discontinuous ban f 1 4141fs. Loading rate reflects reduced permeability of horizon associated with banding ❑ Boring # Boring Pit Ground Surface elev 85.00 ft. Depth to limiting factor 61" 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 1 0-18 1Oyr3/3 none vfSl 1msbk mvfr Cw 2fm1c 0.6 0.6 2 18-39 1Oyr3/2 none vfsl 1msbk mvfr Cw 2fmlc 0.2 0.6 3 39-61 1Oyr3/4 none fSl 1msbk mvfr Cw 2fmlc 0.2 0.6 4 61-61 1 Oyr4/6 none Ifs Osg ml 9w 1 fm 0.5 1.0 5 61-77 1 Oyr4/4 f2f 7.5yr5/8 Ivfs Osg ml Cw 11'M 0.4 0.6 6 77-92 10yr414 m2d 7.5yr4/6 sicl 1fsbk mfr - - 0.2 0.3 ❑ 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 * Effluent #1 = BOO 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 A E,trSEiny gl~t~e e( ~J Qa~ ~23~3¢ ,913 S-mu-5c-1,56- f tGISo), !J S`r`O/(o C(C~ _ /00.OO,. T. 01 T of; j~. CrC~iX air y okn~lasGCYJ /p U. At 040 -//9.2-fS- ~"'"~/oho td 1 I t t ,g, \ ~ 1 *Alf 39 ~s.dc~ce 1 o ~ 70.!08 P 3 0.3 is..onsin, Department of Industry, SOIL AND SITE EVALUATION REPORT Page I of 3 Labor and HuWan Relations Divissin of Safety & Buildings in accord with ILHR 83.05, Wis. Adm. Code - COUNTY ix Attach complete site plan on paper not less than j.„1, x 11 inches in size. Plan must include, but -:ST C' not limited to vertical and horizontal refers f Ba)`,-direction and % of slope, scale or RCE4 I.D. # p 1 Q dimensioned, north arrow, and location i to nearest'road. APPLICANT INFORMATION-PL PI" Af_ 1NFORMAATION DATE IrP { EM PROP RTY OWN PROPERTY LOCATION E t GOVT. LOT 5E 1/4:5(.,,3 1/4,SZ,4 T 2,8 N,R Zd E (or) W PROP ARTY OWNER':S MAILING ADD E LOT # BLOCK # SUB NAME OR CSM # px Z~ A ' Sj O~X Zd CIE6IX{(I+N(aE7 CITYy,4TATE E E ❑CITY VILLAGE OWN N REST ROAD 14tU11"saN ) I'~# PQ New Construction Use [Al Residenti~' rooms (]Addition to existin b din I ] Replacement [ ] Public or commercial describe Code derived daily flow gpd Recommended design loadln bed, gpd/ft2 5 trench, gpd/ft2 Absorption area required bed, ft2 ench, ft2 Maximum design loading rate 6 7 bed, gpd/ft • trenc , gp Recommended infiltration surface elevation(s) Ooi '~c ~nK? ft (as referred to site plan benchmark) Additional design / site considerations Parent material Flood plain elevation, if applicable "A It S = Suitable for system CONVENTIONAL M0 No IN-GROUND PRESSURE AT GRADE SYSTEM IN FILL HOLDING T K U= Unsuitable fors stem S❑ U `Nq S❑ U 0S ❑ U ~1 S❑ U ❑ S ❑ U ❑ S U SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Bax>clary Roo GPD/ft in. Munsell Gnu. Sz. Cont Color Gr. Sz. Sh. Bed Trt'.t1d1 <ta J W 2 0 4 S in YK 3/Z S4- n A:x Ground 2- •bV 'rt`'tc rw~ -49-~ L rti -6 r (_:S 4 6. elev. _ Lft. '2 itlr~ ` 3 - T~5 SC, ~S dQ Depth to ~a` 40? 4 ~'s S 6:4 O.S. limiting factor c' / 2` Y 3 Remarks:j Z-3"!'Amk:S T,0P-0,r_V-N jT $3 44vkys NL lf^CTTLwC, ,&-r h ¢Js.&P, 1174-1gr4'IA Boring # 16-rQ3lz S~. SC, M l Lw Z 0.~.S $ 2 9-S(- 16'Y44 4 5 56 4 Ground elev. v• r v'D 1.9 ft. Depth to 0 I `/P-4 /17S 64 limiting f ty~ Remark: l2'`' l~kQ 3jo S CST Name:-Please Print • T4K A _ yJ IVr Phone: o&a ~s~ Address: Q v % SAC` 16 Signatu Date: Z97 CSTNumber: ERTYOWNER 4L.E-k -f 'a i SOIL DESCRIPTION REPORT Page Z of PARCEL I.D. # Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench M S ZJF, 64 %6j!,4-' V AS 1, ! S 5~~ S 1 -7 6 9 Ground C S 7 g I v. Depth to '''CA YCes T k6' rJ 645T 16 v limiting factor > rD,SJY Remarks: Boring # ~Mlw x)--4 1,6yP,414 6 "S, Ground f; -,6 elev. Y,E S p ©.8 ft. Depth to limiting ~ ct~ 7 i Remarks: Boring # * A (0-1 16A....3 64 ;1 114% ZS 4a El M C 1-~ 64 a'17 CS 7 Ground $2 - SX M5 elev. rv, TU ft Depth to limiting factor Remarks: Boring # Ground elev. ft. Depth to limiting factor Remarks: SBD-8330(R.05/92) 4 M J T N-4 ~Ew _ oq 1 - ~ N a s z W o~ 4 r. c ~ P J p' N. lal J ~ u_1 - _ 9i I i bl ti V1 H v _ ~ ,A "75 1 L ~ Q L~ QC ' {Y (YO T W ~Q 40 a It LU a d 4 z x Parcel 040-1192-95-000 03/07/2014 09:22 AM PAGE 1 OF 1 Alt. Parcel M 24.28.20.866 040 - TOWN OF TROY Current ❑ ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type # of Units 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner JEFFREY L & LYNN M SCHOEN 0 - SCHOEN, JEFFREY L & LYNN M 18602 EUCLID PATH FARMINGTON MN 55024 Property Address(es): Primary Districts: SC = School SP = Special `241 PLAINVIEW DR Type Dist # Description SC 4893 SCH DIST RIVER FALLS SP 0100 CHIP VALLEY VOTECH Notes: Legal Description: Acres: 1.600 SEC 24 T28N R20W PLAT OF CROIXRIDGE LOT 20 Parcel History: Date Doc # Vol/Page Type 05/04/2005 793965 2795/576 WD 05/04/2005 793964 2795/575 WD 11/05/1997 568058 1275/113 LC 07/23/1997 1118/594 more... Plat: Primary Tract: (S-T-R 401/4160'%) Block/Condo Bldg: " 04-012-CROIXRIDGE 040-75 24-28N-20W LOT 20 2013 SUMMARY Bill Fair Market Value: Assessed with: 235861 62,800 Valuations: Last Changed: 11/09/2009 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 1.650 71,500 0 71,500 NO Totals for 2013: General Property 1.650 71,500 0 71,500 Woodland 0.000 0 0 Totals for 2012: General Property 1.650 71,500 0 71,500 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch M Specials: User Special Code Category Amount Total Special Assessments Special Charges Delinquent Charges 0.00 0.00 0.00