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Home My WebLink About026-1309-31-000 •rw, CEN n C Si-a.a( - ) s 3 ri ':" R IL ALUATION REPORT *2115 • P. So h , s .07 24 ace with Comm 85,Wis.Adm.CodeWCISIH, Pape 1 of 4 '' Pro : -'• al J�VIt �Lhmitt Soil Testing,Inc. Croix County County Attach complete site plan • par- - :; .•• '. •... in size. Plan must St.Croix 14 f?�7 I y7 S� include,but not limited to: . '11:1.1111" !' . : nce point(BM),direction and percent slope,scale or dimensions,north arrow,and location and distance to nearest road. Per LD. 120'_31 ��D Pleas*print all Information. ewla(�(ead [7 I l Personal Inforrnabon you provide may be used for secondary purposes(Privacy Law,s. 15.04(1)(m)). Revfeyrled Byli ,.� i u 1 171• J Property Owner Property Location �//,(�, T. ` DCCI Investments,LLC Govt.Lot NW1/4, SE1/4,S12,T3ON,R18W Properly Owners Mailing Address Lot s Block I Subd.Name or CSMO 1505 Hwy 65 70 Waters Edge Second Addition City State Zip Code Phone Number _ City 11 Village Town Nearest Road New Richmond 1 WI 1 54017 1 812-599-4244 Richmond I 147Th Street [']New Construction Use: H Residential/Number of bedrooms 4 Code derived design flow rate 800 GPD L,I Replacement ❑ Public or commercial-Describe: Parent material Outwash(Burkhardt-Sattre Complex) Flood plain elevation,if applicable 977.3' I!. General comments Area is suitable for an At-Grade System. System elevation Is 98.0'based off the contour line established at 98.0'.Slope of area Is a recommendations: 79 . I f ikOv4.ka.Nol z01~; ► f4rfli.e 1 Boring a Boring Pit Ground surface elev. 96.80 ft. Depth to limiting factor 37 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure 'Consistence Boundary Roots GP011e In. Munsell Qu. Sz Cont.Color Gr.Sz.Sh. 'Eon *E1tn2 1 0-12 10yr3/3 none sl lfsbk/lmpl mfr as 2vf 0.4 0.7 2 12-21 10yr4/4 none grsl 2msbk mfr gw lvf 0.6 1.0 3 21-37 7.5yr4/6 none gris lcsbk mfr gw - 0.7 1.6 4 37-67 7.5yr4/6 C210yr 2 6 gris lcsbk mvfr cs - 0.7 1.6 5 67-84 10yr6/4 7' e 7.Syr6/2 Is 0sg ml - - 0.5 1.0 - 2 Boring x Boring Pit Ground surface elev. 96.90 ft. Depth to limiting factor 38 in. Soil App1atton Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence'Boundary Roots GPD/M in, Munsell Qu.Sz.Cont.Color Gr.Sz Sh. 'Ent *BM 1 0-13 10yr3/3 none sl lfsbk mfr as 1vf 0.4 0.7 2 13-24 7.5yr4/4 none sl 2msbk mfr gw lvf 0.6 1.0 3 24-38 7.5yr4/6 none gris lcsbk mfr as - 0.7 1.6 4 38-67 5yr4/4 c2doy 2 6 grsl Om mfi - - 0.2 0.6 •Effluent.1 =BOD 5>30<220 mg/L and TSS>30<150 mg/L •Effluent/2=BOD5<30 mg/L and TSS t30 mg/L CST Name(Please Print) Signature: CST Number Thomas J. Schmitt /� 227429 Address Schmitt Soil Testing,Inc. / Date Evaluation Conducted Telephone Number 1595 72nd St.New Richmond,WI 54017 6/3/2021 715-780-1978 SBD-11330(R O7/00( Fhoperty Owner OCCI Invesbnents,11.0 Parcel ID* H fi Page 2 of 4 ring 3 Boring./ ❑% Ground surface elev. 98.50 f1. Depth to limiting factor 37 In. [� Sal Application Rate Horizon ' Depth Dominant Color Redox Description Texture Structure TConsistence Boundary Roots GPD/n' in. Munsell Qu.Sz.Cont.Color Gr. Sz.Sh. 'Ear 'Effe2 1 0-7 10yr3/3 none sl lmsbk mfr as lvf 0.4 0.7 2 7-22 7.5yr4/6 none grsl 2msbk mfr gw lvf 0.6 1.0 3 22-37 7.5yr4/6 none grls lmsbk mvfr as - 0.6 1.0 4 37-46 7.5yr4/4 c2d 10yr6/6 sI Om mfr as - 0.2 0.6 10yr6/2 5 46-66 10yr5/6 �j 514 s grs Osg ml as -- 0.7 1.6 6 66-84 5y4/4 m2d sl Om mfl - -- 0.2 0.6 7.Syr6/1 r6/1 Boring 4 Boring A Pit Ground surface elev. 101.11 ft. Depth to limiting factor 46 In. Soil Application RaM Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots Gear in. Munsell Qu.Sz.Cont.Color Gr.Sz Sh. "BM 'Elte2 1 0-7 10yr3/3 none sl 2rngr mvfr as 2vf 0.6 1.0 2 7-16 10yr4/4 none sd 2msbk mfr gw lvf 0.4 0.6 3 16-46 7.5yr4/4 none grcos Osg ml gw - 0.7 1.6 ad 4 46-55 7.5yr4/4 10yr6/2 6 sl Om mfr as - 0.2 0.6 5 55-74 10yr5/6 none fs Osg ml cs - 0.5 1.0 6 74-128 10yr6/4 none s Osg ml -- - 0.7 1.6 Boring 5 Boring k Pit Ground surface elev. XX.XX ft. Depth to limiting factor 51 M. Soil Application Rate Horizon Depth 1 Dominant Color Redox Description Texture 1 Structure 'Consistence Boundary Roots GPD/ft' in. Munsell Qu. Sz. Cont.Color Gr.Sz.Sh. 'OW 'Ea/2 1 0-11 10yr3/3 none sI 2rngr mfr as 2vf 0.6 1.0 2 11-28 10yr4/4 none sl 2msbk mfr gw lvf 0.6 1.0 3 28-37 7.5yr4/6 none sd 2fsbk mvfr gw - 0.4 0.6 4 37-51 10yr6/4 none s Osg mfr as - 0.7 1.6 5 51-74 10yr4/4 7" 8 7.51916/2 fsl Om mfl cs - 0.2 0.5 _ 6 74-110 10yr6/4 m2d 7.5yr6/6 7.5yrW1 fs Osg ml - - 0.5 1.0 - •Effluent#1 =BODS>30<220 mg/l and TSS>30<_150 mg/L 'Effluent#2=BOOS<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 608-266-3131 or 7TY 608-264-8777. 966030(LL07A0) SOtMIt Sot TIMM.Inc. ' Ploperty Owner DCCI Inveshrtentts,I.LC Parcel ID a_ 47 /ri Page 3 of 4 6 Beringl Pit Ground surface elev. �•�% ft. Depth to limiting factor 37 in. loll Application Rate Horizon Depth Dominant Color Redox Description Te)dura Structure Consistence Boundary Roots GPD/R' In. Muriaq Qu.Sz.Cont.Color Gr.Sz.Sh. 'MI 'ERi2 1 0-5 10yr3/3 none sil 2ngr mvfr as lf,2vf 0.6 0.8 2 5-16 10yr4/4 none sil 2msbk mfr gw lvf 0.6 0.8 3 16-22 10yr4/6 none sl 2msbk mvfr gw — 0.6 1.0 4 22-37 7.5yr4/6 none sl lmsbk mfr gw — 0.4 0.7 5 37-52 7.5yr4/4 5'S 7.5yn6/2 sl lmsbk mfi as — 0.4 0.7 • - 6 52-84 5yr4/4 rr12d 7'Syr6/6 7.5yr6/1 Si Om mfi — — 0.2 0.6 -. Boring Boring a • PR Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color ' Redox Description ' Texture r Structure Consistence Boundary Rods - GPD/M in. Monsen Qu.Sz Cont.Color Gr.Sz.Sh 'EMat 'ERi2 r Boring Boring a Pd Ground surface elev. ft. Depth to limiting factor te, Soil Application Rate Horizon Depth I Dominant Color I Redox Description I Texture Structure Consistence Boundary Roots GPDIM in. Munsell I Qu.Sz.Cont.Color Gr. Sz.Sh 'EMI •ERa2 i - • I •Effluent#1 =BOD5>30<220 mg/L and TSS>30< 150 mg& •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. SHD4730(rt moo) Schmitt Soo Testing,Inc. • Pape 4 of 4 ORDINARY HIGH WATER MARK co 71 c omm zn.„. m-< -1- x 0.8 W O 0 �6,o z moo u 0 mom ° ro 0 N N r r Iz z C),O o« p OgDO moC) oo �'v ~O Zr��o �=Z 33 mmcn 50< �_ ■ 000 z ( KNN 0�Z - N ..m ZO N■ T OoZD . r O f-� mO 0 Cm r __ /'/� 1 ; *O .'.+•/•/./' - p Z ID CD w 6-. up / mi /� m w / /. /� m /' m /• m / el 1 NNNE d a N N C 11� NN J� - a O $ O co V+ co g cn— 3 m= m 1 111 . Se r o iN I illiff _ f II 1 a - Z I hriiia film II a o ° � di c s