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HomeMy WebLinkAbout032-1054-20-200 , jr,.....,,,, aL ©CEOV D ' P A I D ` Cs r- a�a - a�� s •ailment of #2171 . ,8 SOI EVALUATION REPORT '. \SP "fery a G 0 2 2021 in a • dales with Co 85.Wis.Adm Code Pape 1 of 4 Its ' __��= Prof . '.nal 5ervtces 41 IS Z0g6 t "fZ Schmitt Soil Testing,Inc. �" " County Attach complete site p n , •.- •: Cr x : a%x 11 ches in size. Plan must St.Croix include,but not limited •. - . L.!AM...•..=•" • point(BM),direction and percent slope,scale or dimensions,north arrow,a • •••= on and distance to nearest road. Parcel I.D. part of 032-1054-20-44..ZCO Please print all Information. Personal informationmaybe used for secondsPrn Law,s. 15.04(1)(m)). ed Y I p You provide7 purposes( auy Rev n !?mot I 0 / Z Z' Property Owner Property Location tW Homes LLC Govt.Lot NE1/4, NE1/4, S21,T31N, R19W r pe ty OwnUpper 48th ilinget Mailing�ross - - - Lot 3 I Block* Subd.Name or CSM* {1� 31 _70i City State Zip Code Phone Number City : 'Village : Town Nearest Road Oakdale I MN 1 55128 1 851-235-6760 Somerset 1 Cty Rd I New Construction Use. , Residential/Number of bedrooms ______4 Code derived design flow rate B00 GPD Replacement --. Public or commercial-Describe: — zo,% — x Parent material Outwash(Plainfield loamy sand) Flood plain elevation,if applicable NA ft. General comments Area is suitable for a conventioanl system with a 0.5 gpolsyft rate. Possible system elvation for Area 1 is(High trench)96.90'(Low and recommendations: trench)96.1'. Slope of area is 11%. 1 Boring* Boring Pit Ground surface elev. 100.40 ft. Depth to limiting factor 100+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDMt' in. Munsell Qu.Sz.Cont.Color Gr Sz.Sh. •ERa1 •E1fa2 1 0-10 10yr3/3 none sl 2mgr muff as 2m,2vf 0.6 1.0 2 10-30 10yr4/4 none grsl 2msbk mfr gw lm,lvf 0.6 1.0 3 30-47 10yr5/6 none grs Osg ml cs ---- 0.7 1.6 4 47-100 10yr6/4 none grs 0sg ml -- -- 0.7 1.6 2 Boring# Boring Pit Ground surface elev. 100.40 ft. Depth to limiting factor 100+ in. Sop Application Rate Horizon Depth f Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fl' in. 1 Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. •Effa1 •Effif2 1 0-16 10yr3/4 none sl 2mgr mvfr as 2m,2f 0.6 1.0 2 16-24 10yr4/4 none sl 2msbk mvfr I gw lvf 0.6 1.0 3 24-35 10yr4/4 none Is 4 2zt mvfr as lvf 0.7 1.6 4 35-53 10yr5/6 none grs Osg ml as — 0.7 1.6 5 53-100 10yr6/4 none s Osg ml — -- 0.7 1.6 •Effluent*1 =BOD5>30 220 mglL and TSS>30<150 mg/L •Effluent#2=BOD5<30 mg/L and TSS<30 mg/L CST Name(Please Print) Signatutr CST Number Thomas J. Schmitt 227429 Address Schmitt Soil Testing. Inc. Date Evaluation Conducted Telephone Number 1595 72nd St.New Richmond,WI 54017 7/29/2021 715-780-1978 SBD4330(R 07100) Property Owner Kl Homes(IC Parcel ID* part of: 032-1054-20-110 Page 2 of _ 4 3 Boring# Boring Pit Ground surface elev. %.30 ft. Depth to limning factor 100+ in. Soil Application Rate Horizon Depth Dominant Color 1 Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *EMI 'EfM2 1 0-10 10yr3/3 none sl 2mgr mvfr as 2m,2vf 0.6 1.0 2 10-21 10yr4/4 none sl 2msbk mfr gw lm,lvf 0.6 1.0 sb 3 21-34 10yr5/6 none Ifs mvfr as lm 0.5 1.0 4 34-100 10yr6/4 none fs Osg ml — — 0.5 1.0 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 GPO/M in. Munsell Ou Sz.Cont. Color Gr. Sz. Sh. 'Elf#1 'EIpt2 Boring Boring# Pit Ground surface elev ft. Depth to limiting factor in. Soil Application Rate Horizon I Depth Dominant Color Redox Description r Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Ou. Sz.Cont. Color Gr.Sz.Sh. 'Ellat 'Etla2 --L 1 'Effluent#1 =BOD5>30<220 mg/L and TSS>30<-150 mg/L 'Effluent#2=BODS<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. SBPr370(R07#00) Schmitt sort Testing,Inc. Page 3 of 4 • J 00 -1Z r O►uX () CJ. . o mop O 0(- 0 C 7 3 I E. o mo coxc" fDa 3 i� tar 1. - O m w!n an a)CD @N. (D N 04. N— , ", N.)„s o$ IV ...a...a C...) W J 1 N v°v° % 710 1 J 0 0 / C�C Q NN g �.i•N. / G (X) / / •/• N I O i i V co� li O r Oo 1 y CO D D 1• •, i A y, `� • m •\•�.... N w o O _ O 0 T1(n y • t c13 •••• n N N 3 C Ill ��,,� '�., O N N �� •� ` N X m Oo '%•, --. g a r-m 3 <.D. mp * m 0 1+. 4 TI r 0 — II °' rn rn 0 w ti CT' RRl 9 CA a (12 so r A 'its —,-�- z 11 I I II s d 1g n sat I ; � : 3 f q s gao 3 g Pa.e4of4 50 d1- -•••.,•••••• ....Morn.-vallIN••••"--'fir SE 1 ..:•-.- L•.�# gyp,,. .,- „Ii 41 �.a % ti • - s �^K 1 y •,e t I\ iI .Ire q�_ am• ( i 4 . !Ore O O e .r, Wu- Niw t 2tI• ,. -,-_ - - .••. -- e I �.� it- �� y v., •• ."' p t • r • �. r' ti "'if I I* • . a O 5IRig IIIIIIIIJ ' IIIIIIttI ' ..z 3 % 2S CERTIFIED SURVEY MAP PART OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER AND PART OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 21,T31N, R19W,TOWN OF SOMERSET,ST. CROIX COUNTY,WISCONSIN; BEING LOT 2 OF THE CERTIFIED SURVEY MAP RECORDED IN VOLUME 6, PAGE 1666. LEGEND 0 SOIL BORING SI FOUND COUNTY SECTION CORNER ALUMINUM CAPPED MONUMENT BUILDING SETBACK LINE FRONT: 50 FEET • FOUND 1-1/4 INCH OUTSIDE DIAMETER IRON PIPE SIDE: 10 FEET REAR: 25 FEET 0 SET 1 INCH OUTSIDE DIAMETER BY 18 INCH LONG IRON PIPE,WEIGHING 1.13 LBS.PER LINEAR FOOT - -940- - INDEX CONTOUR ( ) PREVIOUSLY RECORDED INFORMATION - - - INTERMEDIATE 2-FOOT CONTOUR .......................... C.B.A. CONTIGUOUS BUILDABLE AREA it (1'1I \\Nl\\( ,/ T(.1 „‘ 1\ ``I ` `. j//��� 12%T025%SLOPES )k[rif /II A I jr I j / NO SLOPES 25%OR GREATER EXIST ON THIS PROPERTY jr._-'" ) 1 \ / /I �1 Ir�.... / 1 / / r � � IJI — I \ l \ l\ I\ Li- " \'l 9iol�� ��o ;' �(s9zs�r01 )/ �`/`T- --'1111 I I�III -- /C7 j _(( l\1\,� \1\\\ `s89po10t ( 9r11f',1 // , � -�\II ��11� , I/// Jam+'- `\� `�\ � %. i lr : i�r>-1fs �`I'ti III ✓ / / i I j /-�S ,`\ `-` -2 IT f %� /�5 �\ I\ IC��I I �` /i 7 ( - \` ` `�� _. /� r�- � f . j I :i� I 1 /ice / Z. 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