The URL can be used to link to this page

Home My WebLink About030-2029-50-040 Wisconsin Department of Safety and Profession Division of Industry Services Q 21st EVALUATION Page 1 of 3 in accce\witlt OS Adm. Code G p County St.Croix Attach complete site plan on paper not less th 's in size.Plan must include,but not limited to:vertical and horizor� point(BM),direction and parcel I.D. 7 77 1 percent slope,scale or dimensions,north d location and distance to nearest road. (� o L — Please print all information. Reviewe� Date Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). Property Owner Property Location Park Place Storage Condominium INC Govt.Lot NW 1/2 1/4 SE 1/4 S 22 T 30 N R 20 E❑ ❑ (or)W Property Owner's Mailing Address Let W\ Block# Subd.Name or M# 6415 Cry Rd 19 t4 na . /�� ,6_M� &'3 1, _ C' State Zip Code Phone Number ■ dY P ity Village Town Nearest Road Corcoran MN 55367 ( ) St Joseph US Hwy 35/64 RNew Construction Usei] Residential/Number of bedrooms Code derived design flow rate GPD Replacement E] Public or commercial-Describe: Commercial, Storage Parent material Outwash plains underlain with sandstone residumm Flood Plain elevation if applicable NA ft. General comments This site appears to be the only avilable land for a system.I recommend a holding tank for this site.The top and recommendations:horizion has been compacted from excavation equipment and the contour line runs accross the borings not parallel to them.The whole site is very gravely underlain with sandstone residumm. P-1 D Boring Boring# 24 Q pi( Ground surface elev. x•75 ft. Depth to liming 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 *EfW 1 0-10 10yr3/2 none sil om na cs if .0 .2 2 10-24 7.5yr4/4 none scl 2msbk mfr cs na .4 .6 3 24-53 7.5yr3/3 c2d 7.5yr5/6 grcos osg ml cs na .7 1.6 4 53-80 10yr8/2 c2d 7.5yr5/6 sandston om na n a na .0 .0 ❑2 Boring# ❑ Boring 100.75 22 0 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 0-10 10yr3/2 none sil om na cs if .0 .2 2 10-22 7 5yr4/4 none SO 2msbk mfr cs na .4 .6 3 22-32 7.5yr3/3 c2d 7.5yr5/6 grcos osg ml cs na .7 1.6 4 32-60 10yr8/2 c2d 7.5yr5/6 sandston om na na na .0 .0 *Effluent#1=BOD >30:5 220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD <30 mg/L and TSS<30 mg/L CST Name(Please Print) Sig CST Number David J Steel 248956 Address Date Evaluation Conducted Telephone Number 1699 150th St New Richmond,WI 54017 10/17/2014 715-760-0347 Park Place Storage Condominium 2 3 Property Owner Parcel ID# Page of Boring# ❑ Boring 100.75 22 ■ 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 0-10 10yr3/2 none sil om na cs if .0 .2 2 10-22 7.5yr3/3 none grcos osg ml cs na .7 1.6 3 22-48 10yr8/2 c2d 7.5yr5/6 sandston om na na na .0 .0 F-1 Boring# F1 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 Boring# 1:1 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 I *Eff#2 *Effluent#1 =BOD5>30:E 220 mg/L and TSS>30:E 150 mg/L *Effluent#2=BODS<30 mg/L and TSS<30 mg/L SBD-8330(807/13) STEEL'S SOIL SERVICE 3 of 3 David J. Steel Park Place Storage Condominium INC 1699 150th St. CST-POWTSM N1/2,SE1/4,S22,T30N,R20W New Richmond,W154017 Lic. #248956 Town of St Joseph, St. Croix Co. Direct 715-760-0347 Lot 4 CSM Fax 715-246-0318 This soil evaluation was conducted to satisfy a zoning requirement,it may or may not be suitable for your use. The location of this test may or may not be as shown,as permanent lot lines were not established at the time the soil test was conducted. Legend N 1"=40' ♦ =Benchmark Ele. 100.00 ft I NE corner of new building top of cement • =Alt Benchmark El 100.10 ft SE corner of new building top of cement 0 =Borings Boring Elevations BI = 99.75 ft B2 = 100.75 ft B3 = 100.75 ft B4= 0.00 ft -7 S,i f �(6 rct 33 /-7 t3`Z �l 1034 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 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'/z x 11 inches in size. Plan must County St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and 50 _ percent slope, scale or dimemsions, north arrow, and location and distance to nearest road. Parcel I.D. ~L) Please print all information. 030-2029-4$-666 v Revie ! By Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location Lentz, Henry & Bernice Govt. Lot na NE 19 SE 1/4 S 22 T 30 N R 20 W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 123 State Rd. 35 4 na CSM RMEO S City State Zip Code Phone Number City I Village y_!j Town Nearest Road Saint Joseph WI 54082 715-549-6486 St.Joseph 7th St. ] New Construction Use: Residential / Number of bedrooms Code derived design flow rate GPD Replacement ✓j Public or commercial - Describe:unknovm Parent material Pitted glacial drift Flood plain elevation, if applicable na General comments and recommendations: Areas I & II are suitable for conventional systems with 0.5 gpd/sgft. Possible system elevation of 95.10'. M 16 Boring # =j Boring Pit Ground Surface elev. 99.57 ft. Depth to limiting factor >100 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Etf#1 *Eff#2 1 0-8 10yr3/2 none I 2mgr mfr cw 1f .5 .8 2 8-40 7.5yr3/4 none grvsl 2msbk mfr gw 1f .5 .9 3 40-100 7.5yr4/4 none grls 1 msbk mfr .7 1.2 Fil Boring # j Boring ✓j Pit Ground Surface elev. 99.03 ft. Depth to limiting factor >110 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftZ in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 -Eff#2 1 0-7 10yr3/2 none I 2mgr mfr cw 1f .5 .8 2 7-37 10yr3/4 none grvscl 2msbk mfr gw 1f 6 3 37-110 10yr4/4 none grsl 2msbk mfr - r . S * Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS < 30 mg/L < 30m / CST Name (Please Print) Signature: _ Thomas J. Schmitt ...-r' 22742 Address Tom Schmitt Date Evaluation Conducted Telephone Number 586 Valle View Trail, Somerset, WI 54025 4/4/01 715-549-6651 Property Owner Lentz, Henry & Bernice Parcel ID # 030-2029-40-000 Page 2 of 3 3 ] F Ael Boring # Boring Pit Ground Surface elev. 99.23 ft. Depth to limiting factor >100 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots 2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-8 10yr3/2 none sl 2mgr mfr cw 1f .5 .9 2 8-32 7.5yr4/4 none grvsl 2msbk mfr gw 1f .5 .9 3 32-100 10yr4/4 none grsl 2msbk mfr .5 .9 ❑ Boring # Boring _j Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots QPDIff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 ❑ 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 PD z in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#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 The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or „AA 1 n,~rAr;ol or, oltPr.,otP f rrr,ot -1-- f-1 A- lA.,"t,,o rot Fl1A_~~~_11 G1 - 'rTV AAQ_7AA_R777 - - - - - - - - I AP, 9A_ Sir t?p Af -Av ±~11 _ s TFIII - - A I I I 83 - ' I t _ q I I 1' 6-4 - III ' I i ~ I I i I. ' i I I I I I I ~ I I I 7 I I I I I ~ I ~ ' j j II I , I ~ I I I I ~ I! ~ I 1 I I : 1 ego, r'4,,,w r!s' n~+cer►'~Z ale I I I ~ S_ 7301V R act ~is~l s S16. I ' I I I ' I I ' I I I I I ~ I L Parcel 030-2029-50-040 03/12/2008 03:57 PM PAGE 1 OF 1 Alt. Parcel M 22.30.20.444A-4 030 - TOWN OF SAINT JOSEPH Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner O - PARK PLACE STORAGE CONDOMINIUM INC PARK PLACE STORAGE CONDOMINIUM INC 6415 CTY RD 19 CORCORAN MN 55357 Districts: SC = School SP = Special Property Address(es): Primary Type Dist # Description SC 2611 HUDSON I SP 1700 WITC ~ c~, J Legal Description: Acres: 6.000 Plat: 4072-CSM 15-4072 SEC 22 T30N R20W N1/2 SE1/4 BEING LOT 4 Block/Condo Bldg: LOT 4 CSM 15/4072 Tract(s): (Sec-Twn-Rng 401/4 1601/4) 22-30N-20W SE Notes: Parcel History: Date Doc # Vol/Page Type 09/07/2005 805662 2883/099 TD 07/23/1997 803/539 2008 SUMMARY Bill M Fair Market Value: Assessed with: 0 Valuations: Last Changed: 07/09/2004 Description Class Acres Land Improve Total State Reason COMMERCIAL G2 6.000 124,700 0 124,700 NO Totals for 2008: General Property 6.000 124,700 0 124,700 Woodland 0.000 0 0 Totals for 2007: General Property 6.000 124,700 0 124,700 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 1 S 9 Q LM dd t~ 20012001 QpR 2 5;w0 10 6143623 11 TY CE 4! EY MAP LOCATED IN PART OF THE NW 1/4 OF THE SE 114 PREPARED FOR: AND IN PART OF THE NE 1/4 OF THE SE 1/4 ALL HENRY LENTZ IN SECTION 22, MON, R20W TOWN OF ST. JOSEPH, 123 HWY 35/64 ST. CROIX COUNTY, WISCONSIN HOULTON, WI 54082 MG~1G?dlQ44C~D dQ~1D~ OMI~IC D ~ ~`I O_4Cz](~G°3~_ CTR. SEC. S.T.N. 35 & 64-1 - -2633.72'- - - El /4 COR. SEC. 22 . _S89°59'26"W) 01 (S89°59'267W) SEC. 22 N89'48'1 NORTH LINE OF THE SEi/4 O N89°48'1 7"W s 7'W ~ 7 W 50 p 1328.82' .57' o 0 1304.90' N890489 01 C) (1304.8_ 42_ 75_28 31 .67' 500°02'44"E _ o C 50.00' _ -----0 n 1 C C (S00°15'01 'E) 810' %k, D.O.T. SETBACK N LOT ~ 1 N -N W o G PO m 03 3.000 ACRES ~cc (130,680 SQ. FT.) - D [~@V 2 OD OD OD OD 33 --4 0 00 0 0 a D S89°48'17"E 505.12' 0 0 0 o N 00 ,p I 75'+ o N CO ~ n W 1 in cn LOT 2 U0°, C4 N A r -t A a5 w m 3.000 ACRES N Q o Aj S J _ (130,680 SQ. FT.) m / m l O `~"T ~ i O l 19 W N N S F3 42 1 L, 589°48'17"E 503.66' I~ w 0 e0°, 0 o I ~ o N- a 0 a -4 40 40' W N 0a° LOT3 ~'`A m mLOT 0 3.000 ACRES I I M 8 0' (130,680 SQ. FT.) rn i I I w 4 (D 0? Im I l`f`€ ) y1~°►~ °CQ w S89'48'1 7"E 466.49' N I I : Ica .01 s 313 CO Ln D 66 FOOT WID EASEMENT i0 CQ N r ' / FOR FUTURE PUBLIC ROAD Q 0D o LOT 4 00 co N INC. EASEMENT 0 N win 00 6.000 ACRES ~ °o ° m A i (261,360 SQ. FT.) A w J 0 m c5 rd EXC. EASEMENT I~O~ 1 J w 1 Q M W 5.391 ACRES m M'o m jj m ~ (234,849 SQ. FT.) mm i cncnB cn@cn -4 D I WEST LINE OF THE o0 1 0 co 1 ID ~~~~Q~~ NE1 /4 OF THE SEi/4 co co c0 D Ti D (A m 4 W W r6 0 m ST. CRUIX COUNTY 589°43'25"E 539.40' mA Ln 0 N cc n, z) i 1 l C/Planninq Zoning and Parks Committ x x x-~ o m 3°'± Mf~.1G°~~44L5D ~Ql~]D~ 22'± APR 2 5 2001 0 m OO M~I[~lLSD ~ LEGEND Q m0 m. If not recorded within 30 days of FOUND ALUMINUM COUNTY -n Z approval date approval shall be SECTION CORNER MONUMENT Z m n SURER NOTE: S FOUND V IRON PIPE 03 0 W M LOTS MAY BE SET 1"X 24" IRON PIPE, WEIGHING a _ S & N LAND SURVEYING SUBJECT TO FUTURE 0 1.68 LBS. PER LINEAR FOOT °p OZ O DOUGLAS J. ZAHLER SPECIAL : ro 2920 ENLOE STREET m RAIL ROAD SPIKE m HUDSON, WI 54016 ASSESSMENTS FOR ROADWAY SETBACK LINE AS ANY UPGRADES AND . IMPROVEMENTS TO SHOWN THE ROAD. x EXISTING FENCE 1 SEE D.O.T. NOTES ON SHEET 2 ( > RECORDED AS SCALE IN FEET V = 200' DOT NO. PROPOSED DRIVE 55.35.3230.2001 . SOIL BORING 200 0 200 B-X SHEET 1 OF 2 THIS INSTRUMENT DRAFTED BY: WILLIAM KANE JOB NO. 6010-02 DATE: 03/09/2001 REVISED 04/18/01 Vol. 15 Page 4072