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HomeMy WebLinkAbout024-1043-90-150 RECEIVE N*Isconsin SOIL EVALUATION REPORT #1654 Department of Commerce in accordance wit i Comm 85, Wis. Adm. Code' PAID Page 1 of 3 Division of Safety and Buildings AUG 1 1 2011 "',o Schmitt Soil Testing, Inc. County Attach complete site plan on paper of Iess2thaMOMOLM s in site. Plan must St. Croix include, but not limited to: vertical a d PIbNI WiRt aft tQ~~LN , direction and percent slope, scale or dimensions, ance to nearest road. Parcel I.D. Please print all information. 41043-90-150 ie Da Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). ? vy~ e I / Property Owner Property Location D Roeker, David Govt. Lot NW1/4, SE1/4, S33, T28N, R17W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#4 454 Old Hwy 35 na 36 Acres 1-7 & 3 City State Zip Code Phone Number ❑ City ❑ Village ❑ Town Nearest Road Hudson WI 54016 715-386-8304 Pleasant Valley Cty Rd. M P, N I Use: Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD - v\j ❑ Public or commercial - Describe: nal Glacial till (Vlasaty Series) Flood plain elevation, if?pplicable na ft. General comments t'✓l 2z)0-7 I/Yt jd~VYYt~ 93- "4-- and recommendations: Area is suitable for a mounds stem. S s em elevation is 96.42' b sed off contour line established 95.0'. Slope of area is 10%. Depth to limiting factor is 19". a Boring # ❑ Boring ❑ Pit Ground surface elev. 95.25 ft. Depth to limiting factor 23 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 *042 1 0-8 10yr3/2 none A 2mgr mvfr gw 2f,1vf .6 .8 2 8-23 10yr4/4 none sil 2fsbk mfr gw 2vf .6 .8 3 23-29 10yr4/4 1 c20 yr6/2 r6/2 8 sl lmsbk mfr gw 1vf .4 .7 4 29-48 10yr7/2 m2d 10yr6/6 SCI lmsbk mfr g w .2 .3 10yr6/1 5 48-61 10yr7/2 m2d 10yr6/8 cl Om mfi 0.0 0.0 10yr6/2 F2 ] Boring # ❑ Boring ❑ Pit Ground surface elev. 95.25 ft. Depth to limiting factor 21 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 0-11 10yr3/2 none A 2mgr mvfr gw 1m,2f .6 .8 2 11-17 10yr4/4 none sil 2fsbk mfr gw 1vf .6 .8 3 17-21 10yr4/6 none grsl lmsbk mfr gw 1vf .4 .7 4 21-32 10yr7/2 m 10,~/6 cl 2msbk mfr gw .4 .6 5 32-64 10yr7/2 10y r6/2 6/2 m2d 8 d Om mf 0.0 0.0 * Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 s30 mg/L and TSS s-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 7/27/2011 715-247-2941 SBD-8330 QL07/00) Property Owner Roeker, David Parcel ID # 024-10443-90-150 Page 2 of 3 ! 3 1 Boring # Boring ~J ❑ Pit Ground surface elev. 92.62 ft. Depth to limiting factor 19 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 0-8 10yr3/3 none A 2mgr mvfr gw 2f,1vf .6 .8 2 8-19 10yr3/4 none sil 2fsbk mvfr gw lvf .6 .8 m2d 6 A lmsbk mfr gw .4c .6 3 19-33 10yr5/3 10y r6/1 6/1 4 33-44 10yr5/3 m2d 10yr6/6 A imsbk mfr gw A .6 10yr6/1 5 44-60 7.5yr4/6 m2d 10yr6/8 sl Om mfi 2 6 10 r6 2 ❑ Boring # El Boring ❑ Pit Ground surface elev. 93.50 ft. Depth to limiting factor 22 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 0-10 10yr3/3 none sil 2mgr mvfr gw 2m,if .6 .8 2 10-19 10yr3/4 none A 2fsbk mfr gw if .6 .8 3 19-22 10yr4/4 none grsl imsbk mfr gw 1vf .4 .7 4 22-33 10yr4/6 m2d 10yr6/8 10vr6/3 sCl imsbk mfr gw 2 3 5 33-42 10yr7/2 m2d 10yr6/6 10 r6 2 d Om mf 0.0 0.0 ❑ 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 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 (8.07/00) Schmnc SoN Testing, Inc. I Page 3 of 4 Conducted by: Conducted For: Schmitt Soil Testing, Inc. Name: David Roeker Thomas J. Schmitt, CST 227429 Address: Old Hwy 35 1595 72nd St. City, State, Zip: Hudson, W154016 New Richmond, WI 54017 Phone: 7115-_760-197 8 PID: 024-1043-90-150 signatu , Lot No. NA (36 Acre Parcel) Do* ? -2 7 v?O Legal Description: NW1/4 SE1/4 S33 T28N R17W ■ Backhoe Pit Township, County: Pleasant valley, St. Croix County ® Bench Mark 1 El. 100.00' Top of 1" pvc pipe © Bench Mark 2 EI. 94.32' Top of 1" pvc pipe Slope= 10% Contour Line El. 95.0' Contour Line Length 86' 1331 3 ~Q 4 45E ~rk dq// ~r~lz °Q3 ~a - 40 Wel I t ~C3m C o (D o 0 h O cy 0. 0 c 0 3 ti c c ti 4 y 0 N ~ c 0 0 h coo ~ i N 0 w O 0 w L O 0! N > N w E C ~ NN O O a E Z 0 0 a 0 Z N C ~ Y O 7 c 0 Z c p w, U. O M 3 v `H O C O O 0 Q N U/ L 3 0 v a> l Z y E cn w O d m (1) cli m F- Z I O Z c p V O y N 0 Z N H C O N N c '0 ` N 7 O C~1 /N1 j O N d III 11~ N N : a L O H O Z Z Z N N c E N w }}^yy a ! N N C'4 0. 06 \i o L d c w o d o (n U) H ' c 000 a= •N ~LLaaa m J U Z o N l rn rn 0 \ o 0 0 0 0 ° a w c ED 0 p U p a Q cl) c ! y Q Z fn ca 0 r 7 C ~j o LO , LLj a c LO C) 0 C~ Q 6 0 a~ m M^ M N y c c 0 a o 0 (D M rnco 0 U iw cr) H € M N N v 4) W c O O O N ~.y N m CD .0.. 7 7'2 c .0c A 20 •►v O rMi a' d o Z y Z z r r V d a rH = EL • a y L: a c ttw~ E c 0 0 _1 A V a ~l 0 vii U Parcel 024-1043-90-150 08/16/2011 12:45 PM PAGE 1 OF 1 Alt. Parcel M 33.28.17.286A-05 024 - TOWN OF PLEASANT VALLEY Current ❑ 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 0 - ROEKER, DAVID C TRST DAVID C TRST ROEKER C - ROEKER, DARLA K TRST DARLA K TRST ROEKER 454 HWY 35 HUDSON WI 54016 Districts: SC = School SP = Special Property Address(es): Primary Type Dist # Description " 1763 CTY RD M SC 4893 SCH DIST RIVER FALLS SP 0100 CHIP VALLEY VOTECH Legal Description: Acres: 36.000 Plat: N/A-NOT AVAILABLE SEC 33 T28N R17W NW SE EXC THE E 66FT Block/Condo Bldg: THEREOF & EXC THE W 66FT THEREOF Tract(s): (Sec-Twn-Rng 401/4 1601/4) 33-28N-17W NW SE Notes: Parcel History: Date Doc # Vol/Page Type 11/01/2010 925831 WD 04/15/2003 717247 2205/223 WD 08/29/2002 688622 1962/491 WD 01/14/2002 668138 1814/163 WD more... 2011 SUMMARY Bill M Fair Market Value: Assessed with: Use Value Assessment Valuations: Last Changed: 04/04/2008 Description Class Acres Land Improve Total State Reason AGRICULTURAL G4 20.000 3,600 0 3,600 NO UNDEVELOPED G5 12.000 18,000 0 18,000 NO OTHER G7 4.000 34,200 34,300 68,500 NO Totals for 2011: General Property 36.000 55,800 34,300 90,100 Woodland 0.000 0 0 Totals for 2010: General Property 36.000 55,800 34,300 90,100 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 Visconsin O VALUATION REPORT #2044 Department of Commerce V.._Xd with Comm 85, Wis. Adm. Code Page 1 of 3 Division of Safety and Buildings Steel's Soil Service Attach complete site plan on paper noble's an 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. 02A-1 04-90-150 Please print all information. Revie d By Date Personal information you provide may be se o rCiEWCeDrivacy aw, s. 15.04 (1) (m)). ;:7- Property Owner 1, Property Location Larry & Vickie Holz 7 Govt. Lot na NW11, SE1/4, S33, T28N, R17W Property Owner's Mailing Address rn Block # Subd. Name or CSM# 4810 Cottage Grove rQnix UNTY na CSM V ol. 2205/223 1062/491 3l - e2 c City State ip Code Phone Numberity Village Llj Town Nearest Road Woodbury MN 651-983-1902 Pleasant Valley Cty Rd M -POP- uction Use: /0 Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD ~ 1, Replacement ❑ Public or commercial -Describe: na Parent material Silty Sediment and underlying heavy loam or clay loam till Flood plain elevation, if applicable na ft. General comments Mon s stem, system elevation 101.58ft based on contour line elevation 100.00ft. 19 inches minimum and recommendations: ASTM 33 mound sand. F 1-1 Boring # ❑ Ground surface elev. 100.00 ft. Depth to limiting factor 17 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 0-8 10yr3/1 none A 2msbk mfr cs 2f .6 .8 2 8-17 10yr4/6 none sil 2msbk mfr gw if .4 .6 3 17-36 7.5yr4/4 c2d 7.5yr5/6 scl/cl om mfr na na .0 .0 F2 ] Boring # Ground surface elev. 100.00 ft. Depth to limiting factor 26 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 10yr3/1 none sil 2msbk mfr gw if .6 .8 2 13-26 10yr4/6 none sil 2msbk mfr gw 1vf .4 .6 3 26-36 7.5yr4/4 c2d 7.5yr5/6 scl/cl om mfr na na .0 .0 * Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 < 30 mg/L and TSS s.30 mg/L CST Name (Please Prin( Sig t CST Number David J. Steel - 248956 Address Steel's Soil Service Date Evaluation Conducted Telephone Number 994 200th St. Baldwin, WI 54002 1/11/2007 715-760-0347 SBD-8330 (R.07/00) i Property Owner Larry & Vickie Holz Parcel ID # 024-1043-90-150 Page 2 of 3 3 ] Boring # FZi Ground surface elev. 96.40 ft. Depth to limiting factor 18 " 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 10yr3/1 none sil 2msbk mfr cs 2f .6 .8 2 9-18 10yr4/6 none sil 2msbk mfr gw if .4 .6 3 18-36 7.5yr4/4 m3p 7.5yr5/6 Scl/cl om mfr na na .0 .0 it ❑ Boring # E 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 ❑ Boring # n 1-1 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 = BOD? 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) Steel's Soil Service 4 STEEL'S SOIL SERVICE 3 of 3 David J. Steel Larry & Vickie Holz 994 200th St. CST-POWTSM Nw1/4,SE1/4,S33,T28N,R17w Baldwin, WI 54002 Lic. #248956 Town of Pleasant Valley, St.Croix Co. Direct 715-760-0347 CSM 36 Acres Fax 715-684-3449 Legend N 1" = 40' = Benchmark Ele. 100.00 ft Top of 3/4" pvc pipe • = Alt Benchmark Ele. 100.00 ft Top of 3/4" pvc pipe ❑ = Borings t ~n Boring Elevations - / / BI = 100.00 ft B2 = 100.00 ft B3 = 96.40 ft B4 = 100.00 ft o ~ - r~.c_ /dam - 'Ae n Eb~ i1r 16 P - i / ' ~rar5t(