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Home My WebLink About008-1099-60-000 (2) s ' 14SCOnSin SOIL EVALUATION REPORT #1645 Department of Commer in accordance with Comm 85, Wis. Adm. Code Page 1 of 5 Division of Safety and Buil Schmitt Soil Testing, Inc. County Attach complete site plan of less than 81% x 11 inches in size. Plan must St. Croix include, but not limited to: ical T , direction and r ED orthR, " and ance to nearest road. Parcel I.D. percent slope, scale or dimension n art of: 0081099-60-000 Please print all information. vDate Personal information you provide may lie used for secondary purposes (PriLaw, s. 15.04 (1) (m)). L, 4t 712-,0 If Property Owner 1 SS Property Location DeGross, Aaron bS i.UuNTY Govt. Lot SWIM, SE1/4, S35, T28N, R1 W Property Owner's Mailing Addre s ICE Lot # Blodc # Subd. Name or CSM# 7 2554 Pierce/St. Croix Road na 1 Part Of A 40 Acre Parcel - City State Zip Code Phone Number ❑ City Village ❑ Town Nearest Road Nom/ GSM Spring Valley WI 54767 715-495-4064 Eau Galle Pierce/St. Croix oa ❑ New Construction Use: ❑ Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material Glacial till (Amery-Cromwell Flood plain elevation, if applicable na ff. General comments and recommendations: Area is suitable for a mound system. System elevation is 99.20' based off contour line established at 97.53'. Depth to limiting factor is 16". Slope of area is 15%. F-11 Boring # ❑ Boring ® Pit Ground surface elev. 94.69 ft. Depth to limiting factor 16 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftl in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-7 10yr3/2 none A 2mgr mvfr as 2m,2f .6 .8 2 7-16 10yr5/4 none I 2fsbk mfr gw lf,2f .6 .8 3 16-23 10yr6/6 cl10yr~6/1/6 scl 2msbk mfr gw 1vf .4 .6 4 23-46 10yr5/6 m2d 10yr7/8 scl lfsbk mfr 2 3 10yr6/2 2 ] Boring # Boring ❑ Pit Ground surface elev. 95.13 ft. Depth to limiting factor 16 in. Soil Application Rate F Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Efl#1 *Eff#2 1 0-7 10yr3/2 none sil 2mgr mvfr as 2m,2f .6 .8 2 7-16 10yr4/4 none sil 2msbk mfr gw 2f,2f .6 .8 3 16-30 7.5yr5/6 c2d 7.5yr6/8 scl lmsbk mfr gw 1vf .2 .3 7.5yr6/6 4 30-54 7.5yr5/6 m2d 7.5yr6/8 scl lmsbk mfr 2 3 7.5yr7/2 * Effluent #1 = BOD 5> 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 /l ~~~~227429 Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number 1595 72nd Street New Richmond, WI 54017 517/2011 715-247-2941 SOD-8330 (R.07/00) P/operty Owner DeGross, Aaron Parcel ID # part of: 008-1099-60-000 Page 2 of 5 F3 Borin # Boring 99,13 ft. Depth to limiting factor 20 in. g pit Ground surface elev. 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 1 0-6 10yr3/2 none sil 2mgr mvfr as 2m,2f F.6 .8 2 10yr5/3 none I 2msbk mvfr Cs 2m,2f .8 3 20-30 7.5yr5/6 m2d5yfly/r26/6 scl imsbk mfr gw 1Vf .2 .3 30-48 7.5yr5/4 m2d 10yr7/8 sd imsbk mfi .2 •3 4 10yr6/2 Boring # El Boring E Pit Ground surface elev. 93.83 ft. Depth to limiting factor 1$ 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 1 0-7 10yr3/2 none sil 2mgr mvfr as 2m,2f .6 .8 2 7-18 10yr5/4 none sil 2fsbk mfr gw lf,2f .6 .8 18-31 7.5 r5/6 c2d 7.5yr6/8 SCI imsbk mfi •2 .3 3 Y 7.5yr6/1 F -sl Boring # Boring g Pit Ground surface elev. ft. Depth to limiting factor 0 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 1 0-13 FILL 0.0 0.0 2 13-18 10yr3/2 none sil 2fsbk mfr as 2vf .6 .8 3 18-31 10yr4/4 c2d 10yr6/6 10,r6/2 sil 2fsbk mvfr gw ivf 6 8 4 31-39 10yr4/4 m2d 10yr6/6 fsl 2msbk mvfr gw .4 .8 10yr6/2 5 39-46 7.5yr4/6 m3p 10yr6/6 Is lcsbk mvfr .7 1.6 7.5 r6 2 Area has been cut, then fill pushed back over area to level out. Water seeping from pit wall at 46". * 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 altemate format, please contact the department at 608-266-3151 or TTY 608-264-8777. SBD-8330 (R.07/00) Sclm„tt Sol Testing, IrK. Property Owner DeGross, Aaron Parcel ID # part of: 008-1099-60-000 Page 3 of 5 F6 ] Borin # E] Boring g [X-1 Pit Ground surface elev. ft. Depth to limiting factor 0 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. *Eft#t *Eff#2 1 0-18 FILL 0.0 0.0 2 18-31 10yr5/6 c1f 10yyr6/Z 6 SCI lfsbk mfr cs 1cf .2 .3 3 31-48 7.5yr5/4 m2p 7.5yr6/8 gris Osg Osg 5yr5/1 Water seeping from pit wall at 48". Area cut then re-filled. ] Boring # Boring Pit Ground surface elev. ft. Depth to limiting factor 0 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 1 0-9 FILL 0.0 0.0 2 9-18 10yr3/2 none A 2fsbk mfr as 2vf .6 .8 3 18-24 10yr4/4 c2d~/2/6 sil 2fsbk mvfr gw ivf .6 .8 4 24-39 10yr4/4 m2d 10yr6/6 sl lmsbk mvfr gw .4 .7 10yr6/2 5 39-41 7.5yr4/6 map 10yr6/6 gris lcsbk mvfr 7 1.6 7.5 r6 2 Water seeping from pit wall at 46". Area was cut then filled. ❑ Boring # E 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 * 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 SON Testing, Inc. Subdivision: DeGross, Joseph & Teresa 050-97 Owner/Developer: Category: Minor Company: Township: Eau Galle, Town of Engineer: S 35 T 28 R 16 Company: Total Acres: 3.9 0911012008 Monica Lucht Not previously entered on database. Upon checking laredo, csm never rec'd approval stamp and wasn't recorded. Page 4 of 5 Conducted by: Conducted For: Schmitt Soil Testing, Inc. Name: Aaron DeGross / Joseph DeGross Thomas J. Schmitt, CST 227429 Address: 2554 Pierce/St.Croia Road 1595 72nd St. City, State, Zip: Spring Valley, WI 54767 New Richmond, WI 54017 Phone: 715- 60-1978 Subdivision: NA Signature T~ Lot No. NA DaW ;~~-~pLp Legal Description: SW1/4 SE1/4 S35 T28N R16W a Backchoe Pit Township, County: Eau Gape, St. Croix County A Bench Mark 1 El. 100.00' Top of 2" PVC pipe Q Bench Mark 2 El. 98.97' Top of 2" PVC pipe Slope= IS^% Scale: 1"=40' Contour El. 97.53' Contour Line Length lam' ,oe - y ~s Wl - i lU v tea. ~ 15~ l9b ta7r S3 PrRcF/ S'7 ~Ro .O R . .a ` - ~ 1„n ~ ~~~----Y- ~ ~ "~1~_. ~ ~ ~ ; I ~ i 1 { ' , I_ 1 i i I1 Parcel 008-1099-60-000 06/17/2011 E 1 OF A 1 PAGE 1 1 Alt. Parcel 35.28.16.535 008 - TOWN OF EAU GALLE Current ❑X 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 O - DEGROSS, JOSEPH P & TERESA JOSEPH P & TERESA DEGROSS 54 PIERCE/ST C OIX ~ SPRING VALLEY WI 54767 ~ ~ ~ Districts: SC = School SP = Special Property Address(es): Primary Type Dist # Description " 2554 PIERCE/ST CROIX RD n 7 SC 5586 SCH DIST SPRING VALLEY SP 0100 CHIP VALLEY VOTECH Legal Description: Acres: 40.000 rlat:, N/A- NOT AVAILABLE SEC 35 T28N R16W 40A SW SE EZ-U-1499/309 /Condo Bldg: EZ-U-1545/583 Tract(s): (Sec-Twn-Rng 401/4 1601/4) 35-28N-16W SW SE Notes: Parcel History: Date Doc # Vol/Page Type 05/09/1996 543477 1177/184 WD 2011 SUMMARY Bill Fair Market Value: Assessed with: 0 Valuations: - Last Changed: 10/07/2008 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 2.000 32,400 ; 200,500 232,900 NO UNDEVELOPED G5 4.000 5,000 0/ 5,000 NO MFL AFTER 2004 CLOSED W6 15.000 40,500 40,500 NO MFL BEFORE'05 CLOSED W8 19.000 77,000 0 77,000 NO Totals for 2011: General Property 6.000 37,400 200,500 237,900 Woodland 34.000 117,500 117,500 Totals for 2010: General Property 6.000 37,400 200,500 237,900 Woodland 34.000 117,500 117,500 Lottery Credit: Claim Count: 1 Certification Date: 04/17/2001 Batch 563 Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 ~w O ' Q N N N 7 y1 7 52 4 S N N r O~j m YI @O y 3 i fD n C m V1 - 0 O y 9 3- l. G?C C y Y A St ~ r- r- n~ a ~?f r, K J w iq o i v r