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Home My WebLink About030-1087-95-125 (2) 1 Wisconsin Department of Commerce "1►►iS~OIL EVALUATION REPORT Page of D6 ision of Safety and Buildings accordance with Comm 85, Wis. Adm. Code n ♦ ~ County Attach complete site plan on paper not less than 8 112 x 11 inche ' an n st include, but not limited to: vertical and horizontal ref ion an Parcel I.D. percent slope, scale or dimensions, north arro and I s nce to near t road. b s Please print all i ormation. 1 Reviewed b Date Personal information you provide maybe used for sew arypu (P 1~~,~s®15.04 (1 (mI1 / Tit Properly Owner GO pe cation 2 J4 .10 p1 zOX FFtC A , 1/4~ 1/4 S ~~T ✓0 W NW I V ,l-, N R E (o ~n Props Owner's Mailing Address Lot # Block # Subd. Name or CSM# Apr ~~/l City State zip r-1. Phone Number C1 City Q Village own Nearest Road New Construction Use: PeResidential / Number of bedrooms 3 Code derived design flow rate yJ~ GPD ❑ Replacement f~ Public or commercial - Describe: Parent material Flood Plain elevation if applicable General comments 2- U and reconunendations: 9 ~t System Type System Elevation ! a F-/~ Boring # Boring ~J n 6 j oC 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 3 s/ _m- - ~rr4 , a 0 16 Z Boring ~ # i Pit Ground surface elev~ i 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 ~-y 13 .1 0121 Effluent #1 = BOD > 30:5 220 mg/L and TSS >30 < 150 ' Effluent #2 = BOD < 30 mg/L and TSS < 30 nVL CST Maine (Please Prim re CST Number Bird Plumbing, Inc. Shaun Bird 226900 ':z-zo-ol Address Date Evaluation Conducted Telephone Number 1008 192nd Ave, New Richmond, WI 54017 L,7 715-246-4516 ti Property Owner _ Parcel ID # Page of RBoring Boring # 12~ Pit Ground surface elev. ?~'f ft. Depth to limiting factor w- f in. 5*Eff#l Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots DM in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#2 Q- i o j~ ~ v J!I Z.), ❑ 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 GPDAf in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2 Boring Boring # Ground surface elev. ft. Depth to limiting factor in. ❑ Pit Soil ication Rate Horizon ')epth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPD/ft= in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 -Eff#2 mglL Effluent #1 BODa > 30 < 220 >30 <150 _ m9~ ' Effluent #2 = BOD5 < 30 mg/- and TSS < 30 ' and TSS _ _ "^J" / - 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 (RAM) I Soil Test Plot Plfa ct Name Andrew Riemenschneider ird Proje Address 9266 Norell Ave N z Stillwater Mn 55082 f ` STM #226900 Lot 6 Subdivision a 4/16/10 NE 1/4 S W 1/4S 30 T 30 N/R19 W Township St. Joseph ❑ Boring Q Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of Power Box System Elevation 97.2' *HRPSame as Benchmark I i I Property Line Cty Road E Scale = 1/4" = 10' 3 Acre Lot 200' 9% Slope B-3 95' B-1 Pole Shed 97' B-2 B.M.* Property Line Pro 3 Bedroom House 1198 Wisconsin Department of Commerce SOIL EVALUATION REPORT pap 1 of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Tom Schmitt Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must County include, but not limited to: vertical and horizontal reference point (BM), direction and St. Croix percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I. D. 0 3 Please print all infonrtalhon. tw7ed B Date Personal information you provide rj_be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner } Property Location 19 W Sa f~ry..f Govt. Lot NE 1/4 SW 19 S 30 T 30 NR Property Owner's Mailing Address ' U Lot # Block # Subd. Name or CSM# 317 Cty Rd E 4 Acre Parcel 7 J City _f Village 0 Town Nearest Road City Sate Z' ,?Z Saint Joseph I 54 GOT EWJ49-5566 St.Joseph 3Z1 Cty. Rd. E tr► New Construction Use: 1-1 Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD Replacement J Public or commercial - Describe: Parent material Glacial Till Flood plain elevation, if applicable N/A General comments and recommendations: Area is suitable for a mound system. System elevation is 100.77' basedOff contour line established at 99.60'. Depth to limiting factor is 22". Slope is 8%. Boring # _ Boring 0' Pit Ground Surface elev. 99.60 ft. Depth to limiting factor 36 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 *Eff#1 *Eff#2 1 0-8 10yr3/2 none sil 2mgr mfr cs 3m,2f .6 .8 2 8-20 10yr5/3 none sil 2msbk mfr 9W 2f .6 .8 3 20-36 7.5yr4/6 none sl 1 mpi mfr 9W - .4 .6 4 36-80 7.5yr4/4 D5y5r6~/I/8 sl Om mfi - .2 .6 Boring # Boring 111 Pit Ground Surface elev. 98.95 ft. Depth to limiting factor 24 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDff I 'Eff#1 *Eff#2 1 0-6 10yr3/1 none sl 2fsbk mfr cs 2m,1f .6 1.0 2 6-24 1Oyr4/4 none sl 2fsbk mfr 9W 1f .6 1.0 3 24-49 7.5yr4/4 m 2d 5 r /8 sl 1 msbk mfi gW - .4 .7 4 49-72 5yr4/4 c2f 2.5yr5/6 sl Om mvfi - - .2 6 * Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 rng/L * Effluent #2 = BOD < 30 mg/L and TSS <_30 mgl1L CST Name (Please Print) Signature: ` CST Number Thomas J. Schmitt , 227429 Address Tom Schmitt Date Evaluation Conducted Telephone Number 1595 72nd St., New Richmond, WI 54017 4/8/04 715-247-2941 • Ap ~ •Property Owner Sandahl, Jerald Parcel ID # Page 2 of 3 3 ] F Boring # J Boring 16 Pit Ground Surface elev. 97.20 ft. Depth to limiting factor 22 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPQ *Eff#1 *Eff#2 1 0-8 10yr3/3 none L 2mgr mfr as 2m,2f .6 .8 2 8-22 10yr5/4 none sil 2fsbk mfr 9w 2f .6 .8 m2d 10yr6/8 3 22-41 10yr4/4 10yr6/2 sil 2fsbk mfr 9W .6 .8 4 41-56 10yr5/6 none sil 1msbk mfi 9W - .4 .6 5 56-72 5yr4/4 c1f 2.5yr5/6 sl Om MA - .2 .6 Bori ~ # I P~ Ground Surface elev. ft. Depth to limiting factor in. ❑ ~ Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 *Eft#2 i ❑ Boring # Boring Pit Ground Surface elev. ft. Depth to limiting factor in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots QPD *Eff#1 *Eff#2 * Effluent #1 = BOD ? 30 < 220 mg/L and TSS >30 < 150 mgA- * Effluent #2 = BOD5 -i.30 mg/- 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. Page 3 of 3 Conducted by: Conducted for: Schmitt Soil & Site Evaluations Name le--r oa d Sa n d a k Thomas I Schmitt, CST 227429 Address 3/ 7 CI ,4 1595 72nd St. City, State, Zip / or c~ f oFr 4.JZ n-O Z New Richmond, W154017 Pho : 715.247.294 Site Location A e /0 _ RE 1/4, s 1/4, S.TO, T.70 N, R 1 W Township of 54 T-Ose.a ABM 1 El. 100.00' W' a7 " A/c &Og- ABM 2 EL/Gl'9.16 f' /I\ C_C)rlTOUr li1~ ~ • 99 6C / N S1010e - 9 9e A PlL~B'/ ~ - ate? 1 CON 0 ARM ` urv 2i~e8 r 1 8~S X96' 7 7 1 3 0 2 VOL 18 PAGE 4806 KATHLESA H. b%LSH RESISTER OF DEEDS ST. RECEIVED FOR CO. ftEMCIORD CERTIFIED SURVEY MAP 08/1120" 418:00AM Located in part of the Northwest Quarter of the CERTIFIED SURVEY MAP Southwest Quarter and part of the Northeast Quarter REC FJERI; 13.00 of the Southwest Quarter of Section 30, Township 30 ~YY FEEs2 3.00 12 (til O nn orth, Range 19 West, Town of St. Joseph, St. Croix D 1°l~5--(-y L5 U unty, Wisconsin, being Lot 1 of Certified Survey Map recorded in Volume 7, Page 1829. i1G 4 2005 ` EAST -WEST QUARTER SECTION LINE OF SEC. 30, O 7 EX r T30N, R19W Sr. C 0 COUITY i _ -L.L L>o c SI1?JF'Y01','S RE"CRD „E in ~ S8 216 ,72 „E -It S89059'55 o ko g, 33.18 -----433.26'- 1001.86' S89°36'30"E w - ~j - rACCES - 26 o R i O X12 p p W 1/4 CORNER or- c:, p - SEC. 30, T30N, O I \ 1 ? N LOT 6 E 1/4 R19W, FOUND T. O \ rv 174,2 O5 i CORNER OF CROIX COUNTY O h^ u7 R of '•T ! SEC. 30, r ? q acres •ai ALUMINUM \ . N <31) 2 h o o SE M ► -i T30N, R 19 W, MONUMENT GRAVEL-' cc PTIC FOUND ST. DRIVEWAY,'}~~ QEA - CROIX --381.30a S89-23'01 "E \ COUNTY 66 FOOT DRIVEWAY - ' I t r i i~ : i MONUMENT ALUMINM CERTIFIED SURVEY _ d' ~ `f' o~ MAP VQL._7~ PACE ( . r\• _ o ~ 1829 AND CE_RTIFIE_D . ~6 \ G ni ~ SURVEY MAP VOL_ 7, PAGE 202 _ - ~s7~ I ~r~e 2~ 66 \ pIL c Nov N .9 THIS INSTRUMENT `i ji O i WAS DRAFTED BY i DANIEL L. THURMES. 0% to \ 1 C SEPT A IC r:i Q = •i,l (1 WV`-\ to a c o N e,,1 A u1j F_4 DANIEL , s`• LOT 7 2450 i w 220,257 sq. ft. MN _ 5.056 acres It aua~~~• 7 -176.07= - REVISED 5-5-04 PREPARED FOR: 0089°59'55 W - REVISED 7-20-04 - REVISED 7-28-04 JERRY SANDAHL / .t REVISED 8-02-04 SEE SHEET 2 OF 2 SHEETS FOR NOTE: LOTS MAY BE SUBJECT TO FUTURE LEGAL SPECIAL ASSESSMENTS FOR ANY UPGRADES DESCRIPTION. AND IMPROVEMENTS TO THE ROAD. NORTH THE PARCEL SHOWN ON THIS MAP IS SUBJECT TO STATE, COUNTY AND TOWNSHIP LAWS, BEARINGS ARE REFERENCED TO Suks'a100 RULES AND REGULATIONS (I.E. WETLAND, 2LC*w*tnvt et MINIMUM LOT SIZE, ACCESS TO PARCEL, ETC.). THE EAST - WEST QUA RTER SECTION LINE OF SECTION 30, 82 BEFORE PURCHASING OR DEVELOPING ANY LOT, 89 CONTACT THE ST. CROIX COUNTY ZONING T30N, R19W, WHICH IS 78 u*a OFFICE AND THE TOWN OF ST. JOSEPH. ASSUMED 36'30"E. TO BEAR S89' uee .net LEGEND • DENOTES FOUND 1"IRON PIPE Q ZOO 400 O DENOTES SET 1 " X 24" IRON PIPE WEIGHING 1.13 LBS/FT. - - - -DENOTES 100' ROADWAY SETBACK LINE CORNERSTONE LAND SURVEYING, INC. SHEET 1 OF 2 SHEETS Vol 18 Page 4806 Parcel 030-1087-95-125 07/29/2005 08:29 AM PAGE 1 OF 2 Alt. Parcel 30.30.19.3166-10 030 - TOWN OF SAINT JOSEPH Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 08/11/2005 00 0 Tax Address: Owner(s): * = Current Owner * RIEMENSCHN EIDER, ANDREW J ANDREW J RIEMENSCHNEIDER 9266 NORDELL AVE N STILLWATER MN 55082 Districts: SC -School SP -Special Property Address(es). -Primary Type Dist # Description * 321 CTY RD E SC 2611 SCH D OF HUDSON SP 1700 WITC egal Description: Acres 4.000 Plat: 4806-CSM 18-4806 030-04 SEC 30 T30N R19W NE SW CSM 18-4806 LOT Block/Condo Bldg: LOT 06 06 (4.00 AC) Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4) 30-30N-19W ✓ 7 Notes: Parcel History: Date Doc # Vol/Page Type 09/14/2004 774323 2656/120 WD 08/11/2004 771302 18/4806 CSM 07/23/1997 918/115 07/23/1997 836/612 more... 2005 SUMMARY Bill M Fair Market Value: Assessed with: 0 Valuations: ast Changed: 05/31/2005 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 4.000 93,800 0 93,800 NO Totals for 2005: General Property 4.000 93,800 0 93,800 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