Loading...
HomeMy WebLinkAbout032-1083-20-000 (2) NVIsconsin SOIL EVALUATION REPOR'S j ?Fltsu4 Department of Commerce in accordance with Comm 85,Wis.Adm.Code Page 1 of 4 Division of Safety and Buildings Schmitt Soil Testing,Inc. Attach complete site plan on paper not less than 8'/:x 11 inches in size. Plan must County St.Croix 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. 2- 83-20-000 Please print all info Re ' wed By Date Personal information you provide may use(i� s(Pri Law,s.15.04(1)(m)). D 1 - Property Owner Property Location Nanbail M 'r n Govt.Lot NE1/4, NE1/4,S29,T31N, R19W j3 Property Owner's MailingAddress Lot# Block# Subd.Name or CSM# 384 208th Ave ROIX COUNTY NA I CSM V 2491 P 86 (16.1 Acre Parcel) City ❑ City E]Village ❑ Town Nearest Road Somerset WI 1 54025 1 715-247-6070 Somerset 208Th Ave. ❑ New-Canstwchon Use: ❑ Residential/Number of bedrooms 3 Code derived design flow rate 450 GPD Replacement ❑ Public or commercial-Describe: erial Outwash Plain(PmC Plainfield Flood plain elevation,if applicable 7532 ft. General comments and recommendations: Area is suitable for a conventional system with a 0.5 gpd/sqft rate. Possible system elevation is 94.50'. Slope of area is 13% F1-1 Boring# ❑ Boring ❑ Pit Ground surface elev. 97.60 ft. Depth to limiting factor 108+ 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. *Eff#1 *Eft#2 1 0-15 10yr3/1 none sl 2mgr mvfr Cs 2f,2vf .6 1.0 2 15-23 10yr4/6 none grsl 2fsbk mfr gw 1vf .6 1.0 3 23-35 7.5yr4/4 none grls lcsbk mvfr Cs ------ .7 1.6 4 35-51 10yr6/4 none Is lcsbk mvfr Cs ------ .7 1.6 5 51-78 7.5yr5/4 none vgqc-0-5 lcsbk mvfr Cs ------ .7 1.6 6 78-108 7.5yr4/4 none CO Osg ml ---- ------ 7 1.6 Boring# ❑ Boring ® Pit Ground surface elev. 98.40 ft. Depth to limiting factor 110+ 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 0-26 10yr3/1 none sl 2mgr mvfr Cs 2m,2f .6 1.0 2 26-47 10yr4/6 none Is lcsbk mvfr Cs if .7 1.6 3 47-59 10yr4/6 none fs Osg ml Cs ------ .5 1.0 4 59-62 7.5yr4/4 none grsl 2msbk mfr Cs ------ .6 1.0 5 62-80 7.5yr4/4 none vgrlcos lcsbk mvfr Cs ------ .7 1.6 6 80-110 10yr6/4 none s Osg ml ---- ----- .7 1.6 *Effluent#1 =BODS>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BODS<_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 Telephone Number 1595 72nd Street New Richmond,WI 54017 10/3/2008 715-247-2941 SBD-8330(R.07/00) Property Owner Nanbail Parcel ID# 032-1083-20-000 Page 2 of 4 3] F Boring# �� Boring ® pit Ground surface elev. 100.80 ft. Depth to limiting factor 139+ 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 0-34 10yr3/1 none I 2mgr mfr cs 2m,2f .6 .8 2 34-46 10yr4/6 none grs Osg ml cs 2vf .7 1.6 3 46-56 7.5yr4/6 none grlcos Osg ml a ------ .7 1.6 4 56-75 10yr4/6 none sl 2msbk ml CS ----- .6 1.0 5 75-98 7.5yr4/6 none vcbcos Osg ml a ------ .7 1.6 6 98-110 7.5yr5/6 none s Osg ml cs ------ .7 1.6 7 110-139 10yr5/6 none s Osg ml ---- ------ 1 .7 1.6 F] 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/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 F-1 Boring# El 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 l *Eff#2 Effluent#1 =BODS>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. SBD-8330(R.07/00) Schmitt Soil Testing,Inc. Page 3 of 4 Conducted by: Conducted For: Schmitt Soil Testing Inc. Name: Nanbail Thomas J. Schmitt, CST 227429 Address: 384 208th Ave. 1595 72nd St. City, State,Zip: Somerset, Wl 54025 New Richmond, Wl. 54017 Phone; 715-247-2941 CSM: V 2491, P 86 sig Lot No.: NA(16.10 Acre Parcel) DaW j Legal Description: NEll4 NEIA S29 T3 IN R19W ■ Backhoe pit Township, County: Somerset, St. Croix County A Bench Mark El. 100.00` Top of NW corner concrete windmill foundation Q Alternate Bench Mark El.102.07'Top of 2" pvc pipe Slope= 13% �uL Scale V =40' � 4 S , Al � Q / --©wNe,R IYC � tiz Sew � Est rOcA,c� ►� �,-,-�.,( !,A ® ` ArcIMS Viewer Page of IRL 4 h : t 7M ERSE7r http://www.landinfo.co.saint-croix.wi.us/website/LRPortal/ARCIMS/MapFrame.asp?PIN= 10/2/2008 Darlene E RRe ; B David L GFegory R u Martin 20 Ygr Hunt 6 &Edward J PIOUfdf So Baptist Church x Iq v o"' Trustees of Fourth F m 22 D Sch82.7fner 117.8 LYnn o c°� m 214.9 Cook 20.1 v L ,r..U Fr, Z m P� BeWsle U vi o E 2 o g O o Schachtiier Family r o � p u `oo C ora " LP 159.5 �C�AD Lynn 221 ST AVE Cook 20 3 `� ' $ I" : USA NaL EG HH - wana& MK John E Wigrafh J Park 10 IO SChaChtnef 3David 10 Walsh Tenors 2 4 setae Is 9 3 Family sa gamma 76.9 "t� 9 p g *B 9 "� _ G 1 RICELAKE H q R - LP 8 ! &+Eaoows u VASyMb 262.1 a OAKS E�N 3 ADAM M Q 'k 3 216TH AVE PINE$ Parsons Cn Alba Sara Martin& 2p �a 214TH A 214T W Werner Sybil Seibert �m Gerald V y 522 Michael& °4�0: .: Z '. - 28.1 Deborah Wolf 59.8 o.ey N W Morti 6 H19r LLL State of t DF s AS s Kvk& o m Wi( NR ... Tracey �� o U a David A Z 244.4 Germain µ40.6g o Rauch CO 80. E1 30.1 0TH 4 20.7 80.3 x� M N State of 08�Silho 3`e' ;gr 5 � ROberf Donald G Martell i David A h'p� 148.2 CON el U l -276.3 / 6, Raddotz W 160.4 Tr 53.9 ' -20 a McSIfTYV✓OOd V 10 205THAVE 19 LLP 3 Northern HB G 2 tale of 235.6 OHO States a &Angela John y Power Co Zwicke Z _ 164.4 _ _-- 40.5 N C Baratta -69.8--_ 36.2 45.5 Y,4 SDNk 72W1_. .e- S&D Drill&mR Belisle Cichy M&<4. m m 34.3 34.8 I4 Z 30 ( State Of{ State W�DNR Joseph J Leonard R H o (W NR! &Linda S 8'Tillie Staff of y 16 r:,r. B 9 m / Jahnke Jahnke Tr o ' i Jsa 40.1 39.9 Ee: ° I -'`:. CB 16 2 Robert ono .Robert D,b ive Paul F Thomas �F A Jos PEtLoltlry "' .,'8 &Shirley A&ah keJ & le ke Landry 3 o Ate° r Z sow 4 Jahnke 393 80,5 ` _ w� pNR 19 R9 40.3 �3 Ora w t lisle y Remie C&C Z 7oa Rita 1 1 ,•� h.= SOW S98¢a>-" .MeySrp 192NDA P37.2 gn 435.7w 3 �o'T' JL404ry La�t J 7 ,5 5 PuOfr 3 MH 8 6 5 8 Victor 3 t ~ 3 GRACIE'D F &Elaine 2" 63VO.2 �Boerge 4 Kathleen • TS 7 Thomas F Belisle 10.Martins en o° Gb 1 Earley 20. 52.9 39.8 Bernard R 4 N Thomas F v -oa 8 I w SBI s Belisle 5 `o- m"'11 : M a al irs 28 2 82.1 o ' o " t F:.. o. c.n m MB m0 d� t u'Samuel T pN 10 .David R E John L &Jennifer A a o Kelley P 5 Thor--- a &Kelly M Monfpetit m 'f Rivard IS sz v> �'4 5 PS B T. �.`. Jodi A CV 15 > Maloney &Leroy R ut TJ 5 1 M �U 4r\,y Rev It Monipetit sv Jansen BN 5 h S 5 59.7 Group 40.5 ton ,t m Daniel l5.. B LLC w Kt P M ° w ,o TO 113.6 '4 t� o^' s 163RD w J&J Vargo r p1.5 .n Tp DM = €m���IAVE ,0 33.8 1 <.5 x S 5 0 0 f'4 CAN kDIAALN P CIFIC RJ ILI 18 HAVE 180TH AVE 92°46'0"W 92°45'0"W 92°44'0"W 92"43'0"W 92°42'0"W See Somerset(SW) Page 52 Buying or Selling on this page or another page Call David! Aj David David Br, .coon 705 Rivar Suite 4 dbracht @davidbracht.com a www.davidbracht.com Somers e 68