The URL can be used to link to this page

Home My WebLink About032-2071-60-000 ' ' Depatttnell8f l SOIL EVALUATION REPORT #1771 "- Safety and , in accordance with Co m 8 Adm.Code Page 1 of S +` r= Professions soviobg Schmitt Soil Testing,Inc. ��,�n�•.� ----- County St.Croix Attach complete site plan orypapet>1ot h4l*tfiii 8%x 11 inchek`1n sing plan m_y_._ t include,but not limited to:verticall 6hd horizontal reference point(BM),direction and parcel I.D.percent slope,scale or dur nsfdhs,north arrow,and location and distance to nearest roa d. part of: 32- 71-60-000 ?7 Piease print all information. R#wLed By Date Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). + 5 Pro perty Owner Property Location Harshbarger, Matthew Govt.Lot NE1/4, W1/4, S13,T30N,R20W Property Owner's Mailing Address Lot Block# Subd.Nam or CSM# 1539 23rd St. 2 Part Of Lot 1 Vol 1 Page 285 City State Zip Code Phone Number City []Village ❑ Town Nearest Road Houlton WI 1 54082 1 651-402-7515 Somerset I 23Rd St. New Construction Use: Z Residential/Number of bedrooms 3 Code derived design flow rate 450 GPD ❑Replacement ❑ Public or commercial-Describe: Parent material Sandy Loam Glacial Till Flood plain elevation,if applicable NA f. General comments Area is suitable for a mound system. System elevation is 99.13'based off a contour line established at 98.13'. Slope of area is 8%. and recommendations: F1 Boring# U Boring Pit Ground surface elev. 96.16 ft. Depth to limiting factor 24 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 1 0-14 10yr3/3 none sil 2mgr mfr as lvf 0.6 0.8 2 14-24 10yr4/3 none sil 2fsbk mfr gw 1vf 0.6 0.8 3 24-37 10yr4/4 cid 7.5yr6/8 sil lmsbk mfr cs ------ 0.4 0.6 7.5yr6/3 4 37-67 7.5yr4/4 m2d57.5�y/r26/8 sl Om mf ---- ------ 0.2 0.6 ❑Boring .00,Boring# U Pit Ground surface elev. 98.78 ft. Depth to limiting factor 27 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure 7Consistence Bounda ry Roots GPD/fN in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-10 10yr3/3 none sil 2fsbk cs lvf 0.6 0.8 2 10-27 10yr4/3 none sicl 2msbk cs lvf 0.4 0.6 3 27-34 10yr4/4 cid 10yr6/8 SO 2fsbk mfr gw ------ 0.4 0.6 106/6/2 4 34-62 56/4/4 cid 7.5yr6/6 sl Om mf ---- ------ 0.2 0.6 7.5yr6/2 *Effluent#1 =BODS>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD5<_30 mg/L and TSS<_30 mg/L CST Name(Please Print) Signature: CST Number Thomas J.Schmitt 227429 Address Schmitt Soil Testing,Inc. Date Evaluation Conducted Telephon 1595 72nd Street New Richmond,WI 54017 1/2/2015 715-760-1978 SBD-8330(R 07/00) Property Qwner Harshbarger,Matthew Parcel ID# Part of:032-2071-60-000 / Page 2 of S Boring 51 Boring# M Pit Ground surface elev. 98.68 ft. Depth to limiting factor 28 in. Soil Application Rate FHorizon Depth Dominant Color Redox Description Texture Structure Consistence FBoundarry Roots GPDtW in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. •Eff#t •Eff#2 0-7 10yr3/3 none sil 2fsbk mfr 1vf 0.6 0.8 2 7-28 10yr6/3 none sil 2msbk mfr lvf 0.6 0.8 3 28-43 10yr6/4 cid 7.56yr6/8 fSl lcsbk mfr cs ------ 0.2 0.6 c1d 7.5yr6/6 ---- ------ 0.2 0.6 4 43-65 5yr4/4 7 5yr6/2 sl Om mfi ❑ F41 Boring Boring# Pit Ground surface elev. ------ ft. Depth to limiting factor 22 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 1 0-13 10yr3/3 none sil 2fsbk mfr cs lvf 0.6 0.8 2 13-22 10yr4/3 none A 2fsbk mfr gw 1vf 0.6 0.8 22-30 10yr4/4 c1d 10yr6/6 Sid 2fsbk mfr gw ------ 0.4 0.6 3 10yr6/2 4 30-74 7.5yr4/4 m2d 10yr6/6 sl Om mfi ---- ------ 0.2 0.6 10yr6/2 L] Boring J Boring# Ej Pit Ground surface elev. ------ ft. Depth to limiting factor 25 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 1 0-13 10yr3/3 none sil 2fsbk mfr cs ivf 0.6 0.8 2 13-19 10yr4/4 none Sid 2msbk mfr gw ivf 0.4 0.6 3 19-25 7.5yr4/6 none sl lmsbk mfr gw ------ 0.4 0.7 4 25-72 5yr4/4 c1d 10yr6/6 sl Om mfi ---- ------ 0.2 0.6 10yr6/2 "Effluent#1 =BODS>30 S220 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. Schmitt Soil Testing,Inc. SBD-8330(R.07/00) Property Owner Harshbarger, Matthew Parcel ID# Part of:032-2071-60-000 Page 3 of S F—slBoring ❑# Boring Z Pit Ground surface elev. ------ ft. Depth to limiting factor 16 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. I *Eff#1 'Eff#2 1 0-8 10yr4/3 none sl 2fsbk mfr cs 1vf 0.6 1.0 2 8-16 Syr4/4 none sl ifsbk mfr rs ivf 0.4 0.7 16-62 5yr5/4 cid 7.5yr6/8 sl Om mf ---- ------ 0.2 0.6 3 7.5yr6/2 F-1 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 GPD1W in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#f I *Eff#2 ❑ 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/ft' in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 I *Eff#2 "Effluent#1 =BOD5>30<220 mg/L and TSS>30<150 mg/L "Effluent#2=BOD5<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(11,07/00) Schmitt Sal TeSNng,Inc. Page 4 of 5 _ £oadueted-by: Schmitt Soil Testing, Inc. Name._ __ _Matthew.Harshbar Thomas J. Schmitt, CST 227429 Address: 1539 23rd Street 72nd St. _ -- __City, State, Zip; -- l�outtan,W1 54082 New Richmond WI 54017 - Phone: 715-7 0-1978 - -- CSM No: pu. o-Lo - - -- tot No: : ;---- _w- .7 Legal Description:.:._NEW SWIA-913_T3WPt2aw — -------- ■' Backhoe Pit Township,County: Somerset Township,St.Croix County Bench Ifiark fi E1.-100.00`-Top oft fi12°'steel conduit:__- --_. L1_Bench_ Park 2-EL.97 0a'-Tap of l_1f2"steel-conduit. - - __. —_ - ---- —----- --__ Slope= 8% L///L Rv R�poS EJ 3 0 r9C2� 40-77 — - Q - 0 l � - -- - — G N7au2 - _ - 1 �' -- _ - - �S o cu >h' PA1897V Lim -- - CERTIFIED SURVEY MAP LOCATED IN PART OF THE NE1/4 OF THE SWIA OF SECTION 13,T30N, R20W,TOWN OF SOMERSET,ST.CROIX COUNTY,WISCONSIN,INCLUDING A PART OF LOT 1 OF CERTIFIED SURVEY MAP VOLUME 1,PAGE 285. x w - LEGEND o PREPARED FOR: a FOUND ALUMINUM COUNTY MATTHEW HARSHBARGER D c SECTION CORNER MONUMENT 1539 23RD STREET W`d ? SET 1' OUTSIDE DIAMETER BY HOULTON,WI 54082 m x ci z 0 0 le LONG IRON PIPE, WEIGHING a °0 1.13 LB& PER UNEAR FOOT SURVEYOR: o FOUND 1-1/4" DOUG ZAHLER z l p j M DIAMETER REBAR S&N LAND SURVEYING s o 2920 ENLOE ST.SUITE 101 m z " ® FOUND 1-1/4" OUTSIDE HUDSON,WI 54016 DIAMETER IRON PIPE SCALE:1"=150' FOUND 1-1/2' OUTSIDE DIAMETER IRON PIPE 150 75 0 150 ( ) PREVIOUSLY RECORDED AS N 1/4 CORNER 1 SECTION 13 V. NY/ /N85'56'16"E 410.14 �Z ti / s a ai. (� DRIVEWAY I� Obi s a t o 10 ImI N LOT 1 HOUSE AND N 2 Irn 261016 SQ. FT. GARAGE S 1 m 5.99 ACRES NORTH-SOUTH ti 21.65' 1/4 LINE N w �w Hs93? o PROPOSED I Zgss SEPTIC DRIVEWA� / g 513199 f VENT o a 589'45'31"W 306.06' / sw LOT 2 N o`i+° 139215 SQ. FT. Off/ 3.20 ACRES SOIL BORINGS • // • 588.38'34°N 579.25 589'44'34"W 579.33' ti b C,S LOT 4 Note:Lots may be subject to future /1?• VOA. 6 assessments for any upgrades or —pG. 1559 5 1/4 CORNER improvements to 23rd Street SECTION 13 DRAFTED BY: DAVID KRUSCHKE PROJECT NO:7338-001 DATE:1/30/15 SHEET 1 OF 2 SOIL TEST LOCATION r • r 11 4 4 i 6 04� 0 lk cr oar cn � vY O 4W w � x» N N