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HomeMy WebLinkAbout018-1075-20-310 (2) Parcel 018-1075-20-310 10117/2012 02:41 PM PAGE 1 OF 1 Alt. Parcel 34.29.17.527A-31 018 - TOWN OF HAMMOND Current 1K ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type # of Units 12/02/2008 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner 0 - FORLITI PROPERTIES LLC FORLITI PROPERTIES LLC 201 PACKER DR ROBERTS WI 54023 Districts: SC = School SP = Special Property Address(es): = Primary Type Dist # Description ` 1846 60TH AVE SC 2422 SCH D ST CROIX CENTRAL SP 1700 WITC Legal Description: Acres: 2.247 Plat: 5593-CSM 23-5593 018-2008 SEC 34 T29N R17W PT SE SW BEING PT CSM Block/Condo Bldg: LOT 05 13-3643 LOT 3 --NKA-- CSM 23-5593 LOT 5 Tract(s): (Sec-Twn-Rng 401/4 1601/4) 34-29N-17W SE SW Notes: Parcel History: Date Doc # Vol/Page Type 12/02/2008 884933 23/5593 CSM 01/03/2008 866557 WD 06/27/2005 798728 2830/580 WD 08/19/1999 608872 1450/173 EZ-U more... 2012 SUMMARY Bill Fair Market Value: Assessed with: 0 Valuations: Last Changed: 06/11/2009 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 2.247 34,700 0 34,700 NO Totals for 2012: General Property 2.247 34,700 0 34,700 Woodland 0.000 0 0 Totals for 2011: General Property 2.247 34,700 0 34,700 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: 12/04/1998 Batch PRGRM Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 ASCOnSin 11-A-1- EVALUATION REPORT #1592 Department of Commerce in accordance with Comm 85, Wis. Adm. Code Page 1 of 4 Division of Safety and Buildi Schmitt Soil Testing, Inc. Attach complete site plan on paper not less than 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 LD. s. _ Please print all information. Rev' Date Personal iMonnation you provPress (Privacy Law, s. 15.04 (1) (m)). Z Cj~ Property Owner Property Location Forliti, Ed Go SE1/4, SWIM, S34, T29N, R17W Property Owner's Mailing A JAN p 4 qnf of # lock # S . am TCS / ~T - 201 Packer Drive 5 SM Pen City St8tp. Akpb~~eCU"ne N mber ❑ Village ❑ Town earest oad J Roberts VVf2AA&2~FICE715-74-3333 Hammond 60Th Ave. ❑ New Construction Use: ❑ Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD ❑ Replacement ❑ Public or commercial - Describe: _x" c 2-Zf ttr/Yr ~T 1 Parent material Glacial till (Skyberg Series) Flood plain elevation, if applicable na ft. General comments and recommendations: Area is suitable for a mound system. System elevation is 100.64' based off contour line established at 99.22'. Slope of area is 7%. Depth to limiting factor is 19". F-1-1 Boring # ❑ Boring ❑ Pit Ground surface elev. 99.82 ft. Depth to limiting factor 26 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#f 'Eff#2 1 0-8 10yr3/3 none sl 2fsbk mvfr cis 2f,2vf .6 1.0 2 8-19 10yr4/4 none sl 2fsbk mvfr gw ivf .6 1.0 3 19-26 10yr4/6 none grsl 2msbk mfr gw .6 1.0 4 26-54 10yr6/3 c2d 10yr6/6 sl 2msbk mvfr gw 6 1.0 10yr6/1 5 54-62 10yr6/2 m2d 7.5yr6/8 rsd imsbk mfr .2 .3 7.5yr6/1 g At 54" water is seeping from the pit wall F2 ]Boring# Boring ❑ Pit Ground surface elev. 99.82 ft. Depth to limiting factor 21 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistent Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 'Eff#2 1 0-9 10yr3/2 none sil 2fsbk mvfr cis 2f,2vf .6 .8 2 9-21 7.5yr4/6 none sil 2fsbk mfr gw 2vf .6 .8 3 21-32 7.5yr4/4 c2d/1/8 grscl imsbk mfr gw .4 .6 4 32-61 7.5yr5/3 c2d 10yr6/6 scl Om mfi 0.0 0.0 10yr6/1 * Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODs s30 mg/L and TSS S.30 mg/L CST Name (Please Print) Signature: a CST Number Thomas J. Schmitt 227429 Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number 1595 72nd Street New Richmond, WI 54017 1/3/2008 715-247-2941 SBD-8330 (R.07/00) Property Owner Forlib, Ed Parcel ID # Page 2 of 4 F -1 Boring # Boring Pit Ground surface elev. 97.54 ft. Depth to limiting factor 19 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 10yr3/2 none SI 2fsbk mfr CS 2vf .6 1.0 2 10-19 10yr4/6 none Sid 2fsbk mfr gw ivf .4 .6 3 19-41 10yr5/6 c2d 2/8 grsd lmsbk mfr gw .2 .3 4 41-60 10yr5/3 c2d7.5yr6/6 fSI lmsbk mfi .2 .6 7.5yr6/1 ❑ 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 ❑ Boring # El Boring ❑ Pit Ground surface elev. ff. 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 = BO05> 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 Soil Testing, Inc. Page 3 of 4 Conducted by: Conducted For: Schmitt Soil Testing Inc. Name: Ed Forliti Thomas J. Schmitt, CST 227429 Address: 201 Packer Drive 1595 72nd St. City, State, Zip: Roberts, W154023 New Richmond, W1. 54017 Phone: 715-247-2941 Subd.Name: NA CSM pending approval signature o Lot No.: 5 Dace Legal Description: SEi/4 SWI/4 S34 T29N R17W ■ Backhoe pit Township, County: Hammond, St. Croix County A Bench Mark EL 100.00' Top of 2" pvc pipe 0 Alternate Bench Mark E1.102.09 top of 1" steel lot corner pipe, located at the NE lot corner Slope= 7% Contour Line El. 99.22' Contour Length 92' Scale i"=40' 7`/S7~ ~5-q lql ol Bi ~ \ \ bra ~ Bm r C ©--r T u,2 L e v 1jt FL&LTS 31 f 'kdryr 5 71~~.ZeAI r .47- T,412-7- n 3-),3P 7' d - " ' <acv G ILVC J IKtt 1 JUI IL 101 HUDSON, WI 54016 z O m U O U-NPLA`tt TED LANDS (n z 0w o' rn o ui- o_`- '"r' 569*5240wE 262.28' W z . o -pro I R-S89'52'45"E 26228' - - c O a~iop`~°* ~ 66' 9<V)9 (n p ~ 0 00 1 wLd 1-zzzz ! 1i1 ~z ! ~r/r c~ (4)' 8 W W WW O LO Vw pr IA 1f7 U co c :-,p 00 O 01 <C X Ir o co 0 ! N 2.000 ACRES cnv l2 z° z z z° 87,120 SQ. FT. Q N 1 ; QW N cn co s in • if} • t 1 v i N ~ I w st w ty c* iyp^ ic MF Q J d co `d r Y\ ! $ C~ , Lij cr 10 C5 0) F¢- UJ D 0~ W ~1 Q = 17 !,r w w 91 ! ~ $ ~l 'o in if) lo w g i j W o d 01 0 C4 i 200 ~ 1 ! V to Ito 91 I Q S89'52'40"E 262.57' (oo w z s O I UZzZz aI / IL V • r ~I I co CID vl Q : a a s ©I ~ w •~3 ~ ~ PI n in p 0Mto to IL ~I I 00 00) 0 LOT5 V) p p V) M 1 N N TOTAL AREA v o 3 2.247 ACRES i 97,856 SQ. FT. 0° o° °o °o °o AREA EXC R/W 4 vl:rririrri / rn Of-04NN 8 ~5 SQ EFT N V in to co 09 z 5 cN~ -1 ! 66' . j 3 U SOUTHWEST CORNER ! p" 28.31' SEC. 34 (FOUND op N o S89 52'40"E 323.67' SOUTH 1/4 CORNER SURVEY MARKER NAIL) O Qp o SEC. 34 (FOUND 1 co M RAILROAD SPIKE) 1038,61' ~ 457.1 ~ rn GOTH 569'52'40"E 324.26' - `j R-S89'52'45"E 324.27' M AVENUE 01 -S8 2'47E 2620.03'- 01 -SOUTH LINE OF THE SW 1/4 col rl LEGEND FOUND 1" OUTSIDE SCALE IN FEET 1" = 100' DIAMETER IRON PIPE SET 1 1/4" OUTSIDE DIAMETER BY Now 100 0 100 O 18" LONG IRON PIPE, WEIGHING 1.13 LBS. PER LINEAR FOOT THIS INSTRUMENT DRAFTED BY: WES ANDERSON JOB #6168-02 DATE: 12/28/2007 SHEET 1 OF 2