The URL can be used to link to this page

Home My WebLink About030-2126-00-000 (2) Wisconsin Department of Safety and��r es 'LL Division Qj&duqjry PA 10 SE P 0? Z014 SOIL EVALUATION REPORT Page 1 of 3 4T, CFj0$Xp 4yM"h SPS 383,Wis. Adm. Code ;i,,7•�r tt�l� � County ST.CROIX Attach complete site plan on$aper`fioti less fiW �9 Vi->rl lies in size.Plan must include,but not limited to:vertical and horizontal reference point(BM),direction and Parcel I.D. 030-2126-00-000 percent slope,scale or dimensions,north arrow,and location and distance to nearest road. Please print all information. Reviewed b Date ` Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). �!f L° -'r l/L� lJ / Property Owner Property Location ROBERT B.&KARI L.MATTSON Govt.Lot ---IV-114 A/ 1/4 S 25 T 30 N R 20 EE((or))WW Property Owner's Mailing Address Lot# Block# Subd.Name or CSM# 967 Inspiration Way M 20 -- Birch Park City State Zip Code Phone Number ity []VIlage own Nearest Road Bayport, MN 1 55003 ( 651) 955-8400 Birch Park Ridge Or St joseph E] New Construction User Residential/Number of bedrooms Code derived design flow rate GPD i 0 Replacement Public or commercial-Describe: Parent material sandy outwash Flood Plain elevation if applicable General comments Conventional In-ground trenches--0.7 loading rate — �„ -� , .4'k and recommendations: `, "� � _ System elevation to be determined by designer. 2 �� i � a Boring# 0 Boring El Pit Ground surface elev. 103.75 ft. Depth to limiting factor 111 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDlfi? in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-7 7.5YR2,5/1 - 1 2fabk ds cs 2vf-m 0.6 0.8 2 7-14 7 5YR3/3 sit Ifabk dsh cs Ivf-m 0.4c 0.6 3 14-36 7.5YR4/4 sicl if--mabk dsh cs lvf-m 0.2 0.3 4 3647 1OYR4/6 m2d7.5YR4/6 sl lmsbk mvfr cs lvf-m 0.4 0.7 5 47-90 10YR4/4 s Osg dl aw -- 03 1.6 6 90-111 10YR4/4 - s Osg ml -- -- 0.7 1.6 [_2 Boring# ❑ Boring 97.65 t00 El 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/f? in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-10 7.5YR2.5/1 1 2fabk ds cs 2vf-m 0.6 0.8 2 10-17 7.5YR3/3 sit Ifabk dsh cs lvf-m 0.4c 0.6 3 17-32 7.5YR4/4 sicl Ifabk dsh cs lvf--m 0.2 0.3 4 32-42 10YR4/6 f2f 10YR5/6 sl lmsbk mvfr cs lvf-m 0.4 0.7 5 42-100 10YR4/4 s Osg dl -- -- 0.7 1.6 some gr. *Effluent#1 =BOD >30:5 220 mg/L and TSS>30:S 150 mg/L *Effluent#2=BOD <30 mg/L and TSS 5 30 mg/L CST Name(Please Print) Signa CST Number MARY JO HUPPERT/Hollister's Soil Testing&Design 224832 Address Date Evaluati Conducted Telephone Number W9875 690th Avenue,River Falls,WI 54022 07-23- 14 715-426-1775 SBD-8330(807/13) a Property Owner MATTSON,Robert(Ben)&Kari Parcel ID# 030-2126-00-000 page 2 of 3 BM orin # Boring Boring E] Pit Ground surface elev. 96.45 ft. Depth to limiting factor 120 3 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-7 7.5YR2.5/1 -- I 3fabk ds as 3vf-m 0.6 0.8 2 7-14 7 5YR2/2 __ 1 2fabk ds cs 2vf-m 0.6 0.8 3 14-26 7.5YR3/3 -- sil 2fa&sbk mfr cs 2vf-m 0.6 0.8 4 26-40 7.5YR4/6 -_ sl if--msbk mvfr cs lvf-f 0.4 0.7 5 40-120 7.5YR4/4 -- s Osg ml -- -- 0.7 1.6 some gr; horizon 5 has a broken layer of 10YR4/4 cos. F-I 7- ❑ 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/fF in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 F—I Boring# Boring Pit Ground surface elev. ft. Depth to limiting factor in. Sal lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/tf 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=BOD5<30 mg/L and TSS<30 mg/L SBD-8330(807/13) Plot.Plan for Site and Soil Evaluation Page 3 of 3 Property Owner or . K4Ai L. N AT 64)d I" = 40ft. Legal Description i.ar zo, gimc PK (except where noted) 1VE'1lf 4-r--r4igr tiw yq sic,, 25 T -SO4, Rzow{_ � =Backhoe-pit 10 0 ^Piro sol ic5E ToW,N 0 F sr fbsv---Ptt, ST_ CP-0 1 cowry- W+scoN5r*1• ©?0 Aejer3s North , �0 614 0 0 0 4.E t , 4 7 0 13 b. Z��,�„�.�sue.• i L,Qcation: T �G. � H.F fte f 4 � � i Parcel #: 030-2126-00-000 09/09/2014 12:58 PM PAGE 1 OF 1 Alt. Parcel#: 25.30.20.1024 030-TOWN OF SAINT JOSEPH 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 O-MATTSON, ROBERT B& KARI L ROBERT B& KARI L MATTSON 967 INSPIRATION WAY M BAYPORT MN 55003 Property Address(es): *=Primary *1355 BIRCH PARK RDG OR Districts: SC=School SP=Special Type Dist# Description SC 2611 SCH DIST OF HUDSON SP 1700 WITC Notes: Legal Description: Acres: 3.020 SEC 25 T30N R20W LOT 20 BIRCH PARK 1354 BIRCH PARK RD Parcel History: Date Doc# Vol/Page Type 03/27/2014 994018 WD 04/23/2002 677006 1877/91 QC it I Plat: *=Primary Tract: (S-T-R 40%160%GQ Block/Condo Bldg: *09-003-BIRCH PARK 030-0 25-30N-20W LOT 20 I 2014 SUMMARY Bill#: Fair Market Value: Assessed with: 0 Valuations: Last Changed: 05/11/2011 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 3.020 68,000 0 68,000 NO Totals for 2014: General Property 3.020 68,000 0 68,000 Woodland 0.000 0 0 Totals for 2013: General Property 3.020 68,000 0 68,000 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch M Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 Wisconsin Department of Commerce SOIL EVALUATION REPORT page 1 of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County St. Croix Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and parcel I.D. D 3 percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information. Revw*-e-d-W-~ .A/ '0'W '--Me Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). i Property Owner Property Location Quest Development, Inc. Govt. Lot E 1/2 1/4 SW 1/4 S 25 T 30 N R 20 EE((or) W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# Suite 150 10700 Old County Road 15 20 Birch Park City State Zip Code Phone Number E]City EjVillage Town Nearest Road Plymouth MN 55441 ( 7¢3-595-9512 County Road E New Construction LlseE] Residential / Number of bedrooms 3 to 4 Code derived design flow rate 450 to 600 GPD Replacement F] Public or commercial - Describe: Parent material Loess over out wash sands Flood Plain elevation if applicable --I General comments and This site is suitable for a mound system recd mendations: • s .f-~+-~ n ~,E 1 ~ 2002 a CR 1❑ Boring # ❑ Boring o4 F o pit Ground surface elev. 101.96 ft. Depth to limiting factor 61 in. oil lira ' a Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary is in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Eff#2 1 0-21 10yr2/1 sil 2msbk mfr cs 2f .5 .8 2 21-48 10 r4/6 sil lfskb mfi cs if .2 .3 3 48-61 10yr4/6 is lmgr mfi cs - 7 1.2 4 61-98 10vr5/4 f2d5yr5/6 sil lfskb mfi - - .2 .3 2 Boring # 11 Boring 36 F 99.84 Q 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/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-20 10yr211 sil 2msbk mfr cs 2f .5 .8 20-36 2 10 r4/6 - sil 1 fskb mfi cs 1 f .2 .3 / 3 36-50 10yr5/4 f2d5yr5/6 sil Ifskb mfi - - .2 .3 * Effluent #1 = BOD5 > 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent - BODS < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signature CST Number Thomas C Nelson 227387 Address Date Evaluation Conducted Telephone Number 1432 120th Street, New Richmond, WI 10105101 715-246-2454 Property Owner Quest Development.Inc Parcel ID # Page 2 of 3 , Boring 3 Boring # ❑ Pit Ground surface elev. 110.94 ft. Depth to limiting factor 34 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-17 10yr2/1 - A 2msbk mfr cs 2f .5 .8 2 17-27 l0 r4/6 - Is lm r mvfr cs if .7 1.2 3 27-34 10yr4/6 - sil lfskb mfr cs - •4 .6 4 34-56 10yr5/4 f2d5yr5/6 sil Ifskb mfi - - .2 •3 U Boring # Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 ❑ Boring # ED 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/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 F-1 I I * 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-8330Test (R.07/00) jar R C~ LA do Town~Ibk~ z ILI 1 IOU v r . \ Ilb N t4 a T ~ I jot '`S to \C G I! tin I 1'v o~ Co~,Jt ,'1 100, 1 13q o4 a0101..10 (31 1 U I . ~ 4 9 j. aLl 10,9 q j 0 ~xv~ 221N Y-, "7 AEtil7 i N L. O P- To 136- 4-SS 0-,v 6O + A1,56v /N D % V /P UefL p~ •N ~'0~ /SSl/~ ~v C~ ~F 69 30 • 2-03 • Zo • orb cdN r1t e- T^ k11:5- 030. Z o3 SD • Ovv ZWe,-EWS2e:~V MAST~i D 3 Q • 20 3~ • / p . dam/vi'7/~GS gal Q 3 U~Q . 70 + Ulbricht & Associates d Z DOD Private Sewage Consultants 655 O'Neil Rd. d 3,9 2- d ~V • 11vV u " Hudson, Wis. 51016 ~l5 3 P6- S" 7/ 5 - 772- . 3 VV-2-.