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HomeMy WebLinkAbout034-1041-10-050 r 1099 Wisconsin Department of Commerce SOIL EVAWATION REPORT Page 1 of 5 Division of Safety and Buildings in accordance with Comm 3,Wis. � Tom Schmitt County Attach complete site plan on paper not less than 8%x 11 inch in size. dnmust St.Croix include,but not limited to:vertical and horizontal reference,point(BM),di ion and percent slope,scale or dimensions,north arrow,and location and dista fo neares f'r". PAfcel I D-. Please print all information. ST v viev Date R Personal information you provide may be used for secondary purposes(Privacy Law;,&,1594(1)(m Property Owner � 1/ RrtiortyLocation Mullet, Bennie k6, y (�,EQQ Gov�t�t` in � Z.q /4 NE 1/4 S 18 T 29 N R 15 W Property Owner's Mailing Address Lot# Subd.Name or CSM# 25 Florence St. nor na 35 Ac rcel '/77 City State Zip Code Phone Number City Village ✓ Town Nearest Road Baldwin I WI 1 54002 715-684-4471 1 Springfield I Cty. Rd. E ✓ New Construction Use: ✓ Residential/Number of bedrooms 3 Code derived design flow rate 450 GPD Replacement Public or commercial-Describe: Parent material Glacial Till Flood pl fin elev on,if ap livable i, na General comments and recommendations: The soils on this 35 acre parcel parcel did not m + nd system. Nine soil pits were evaluated and all had mottling to the A horizon. Boring# Boring ✓ Pit Ground Surface elev. ft. Depth to limiting factor 9 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 10yr3/2 none sil 2mgr mfr cs 2f .5 .8 2 9-21 10yr5/3 m3p 10v/2/8 sil 2fsbk mfr gw if .5 .8 3 21 46 7.5yr4/4 m3� b /8 sl 2msbk mfr --- ----- .5 .9 Fil Boring# Boring ✓ Pit Ground Surface elev. ft. Depth to limiting factor 10 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots G in. Munsell Qu.Sz.Cont.Color Gr,Sz.Sh. *Eff#1 E 1 0-10 10yr3/2 none sil 2mgr mfr cs 2f .5 .8 2 10-21 10yr5/3 MIAy1ro V/8 sil 2fsbk mfr gw 1f ,5 .8 3 21-39 7.5yr4/6 m3v 5Vr6/8 sl 2msbk mfr - ----- .5 .9 *Effluent#1=BOD?30<220 mg/L and TSS>30<150 mg/L "Effluent#2=BOD S30 mg/L and TSS<30 mg/L CST Name(Please Print) Signature: CST Number Thomas J. Schmitt 227429 Address Tom Schmitt Date Evaluation Conducted Telephone Number 586 Valley View Trail,Somerset,WI 54025 1/25/02 715-549-6651 ` Ptoperty Owner Muffet, Bennie Parcel ID# Page 2 of 5 F31 Boring# Boring ✓ Pit Ground Surface elev. ft. Depth to limiting factor 10 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots P in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-10 10yr3/2 none sil 2mgr mfr cs 2f .5 .8 2 10-20 10 Y r5/3 m2d I Oyr6/2 6 sil 2fsbk m g fr w 1f .5 .8 6/2 3 20-54 7.5yr4/4 m Syr56/2/8 sl 2msbk mfr --- ---- .5 .9 Ground water was present at 40". 7 Boring# Boring ✓ Pit Ground Surface elev. ft. Depth to limiting factor 11 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu Sz.Cont.Color Gr.Sz.Sh. "Eff#1 *Eff#2 1 0-11 10yr3/2 none sil 2mgr mfr cs 2f .5 .8 m2d 10yr6/8 2 11-23 10yr5/3 10yr6/2 sil 2fsbk mfr gw 1f .5 .8 3 23-56 7.5yr4/4 map 5yr6/8 5yr6/1 sl 2msbk mfr -- ------ 5 9 Ground water was present at 32". F 5-1 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 QPDW in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-8 10yr3/3 none sil 1 mpl mfr cs 1 f .2 .3 2 8-24 10yr5/4 Oyr 0yr6/8 sil 2fsbk mfr gw 1f .5 .8 map 5yr6/6 3 24-50 7.5yr4/4 5yr6/2 sl 2msbk mfr -- ----- .5 .9 Ground water was present at 26". *Effluent#1 =BOD5>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=B005<_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 —A to—�I—*rn f--.* T1--'—f—t 0—i1Pr.arfmPn}of(.714-'7!.l.-11 G 1 —TTV(./14-*)AA-4'777 Property Owner Muffet, Bennie Parcel 1D# Page 3 of 5 6] Boring# Boring ✓ Pit Ground Surface elev. ft. Depth to limiting factor 8 in. Sol Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 'Eff#2 1 0-8 10yr3/2 none sil 2fsbk mfr Cs 2f .5 .8 2 8-22 10yr5/4 c2d /2/8 sil 2fsbk mfr gw if .5 .8 3 22-52 7.5yr4/4 m3p 5yr6/$5yr6/1 sl 2msbk mfr -- -- 5 9 F7 Boring# Boring ✓ Pit Ground Surface elev. ft. Depth to limiting factor 7 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots P in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. 'Eff#1 "Eff#2 1 0-7 10yr312 none sil 2fsbk mfr Cs 2f .5 .8 2 7-21 10yr5/3 m3p��/8 sil 2msbk mfr gw if .5 .8 m3p 5yr6/8 3 21-52 7.5yr4/6 5yr6/1 sl 2msbk mfr -- ---- .5 .9 Ground water was present at 29". $❑ Boring# Boring ✓ Pit Ground Surface elev. ft. Depth to limiting factor 9 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistenoe Boundary Roots in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. "Eff#1 'Eff#2 1 0-9 10yr3/2 none sil 2mgr mfr Cs 2f .5 .8 2 9-20 10yr5/3 m3j�/2/8 sil 2fsbk mfr gw, if .5 .8 3 20-50 7.5yr4/6 m3p 10yr6/8 10yr6/1 sl 2msbk mfr -- -- 5 9 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 .PPA 1 G 1 -T-rV lt1A_74A_2777 Property Owner Muffet, Bennie Parcel ID# Page 4 of 5 F91 Boring# Boring ✓ Pit Ground Surface elev. ft. Depth to limiting factor 8 in. Soft Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-8 10yr3/1 none sit 2fsbk mfr Cs 2f .5 .8 2 8-21 10yr5/3 m3p 10yr6/8 sil 2fsbk mfr gw if .5 .8 m3p 5yr6/8 3 21-54 7.5yr4/6 5yr6/1 sl 2msbk mfr --- ------ .5 .9 I i I F-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 GP in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 F-1 Boring# Boring Pit Ground Surface elev. ft. Depth to limiting factor in. Sod Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 *Effluent#1 =BOD5>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 ­A,, *� ;.1 ;n.-olran,otP IF--.+ t]1P r M.,t the ria..orr.,,Ant of AAR_7F1._2141 n TTV • S" �1�,re�c e S�, CS 7;" .?.2 7,/.t 7 SVo alle, Al y cis, pi-he AN w L2� e> ago Tk �,-� W•�e �uy �/6of I f d emu C�aft o vim►- 7 L=-� d� •//c e- one *Crec o ' f�iese , "4s aQ�, J 380 B� 6� 66 g? Parcel #: 034-1041-10-050 06/18/2007 04:56 PM PAGE 1 OF 1 Alt. Parcel#: 18.29.15.273A-20 034-TOWN OF SPRINGFIELD Current X ST. CROIX COUNTY,WISCONSIN Creation Date Historical Date Map# Sales Area Application# Permit# Permit Type 06/14/2004 00 0 Tax Address: Owner(s): O=Current Owner, C=Current Co-Owner PAUL R& FAITH A VEENENDALL O-VEENENDALL, PAUL R&FAITH A 993 280TH ST WOODVILLE WI 54028 Districts: SC=School SP=Special Property Address(es): *=Primary Type Dist# Description "2785 CTY RD E SC 0231 BALDWIN-WOODVILLE AREA SP 1700 WITC Legal Description: Acres: 34.000 Plat: 4771-CSM 18-4771 034-04 SEC 18 T29N R15W PT NE NE CSM 18-4771 Block/Condo Bldg: OUTLOT 1 OUTLOT 1 (34 AC) Tract(s): (Sec-Twn-Rng 401/4 1601/4) 18-29N-15W NE NE Notes: Parcel History: Date Doc# Vol/Page Type 03/19/2007 846712 QC 08/16/2004 771744 2638/336 LC 06/14/2001 765749 18/4771 CSM 2007 SUMMARY Bill#: Fair Market Value: Assessed with: Use Value Assessment Valuations: Last Changed: 06/15/2007 Description Class Acres Land Improve Total State Reason AGRICULTURAL G4 13.000 2,300 0 2,300 NO UNDEVELOPED G5 2.000 350 0 350 NO AGRICULTURAL FOREST G5M 19.000 33,250 0 33,250 NO Totals for 2007: General Property 34.000 35,900 0 35,900 Woodland 0.000 0 0 Totals for 2006: General Property 34.000 18,950 0 18,950 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 ' FORM��NO.��9��85-A i`it.Lr[i71er P.... 7£sS74�3 Stock No. 26273 KATHLEEN EGR OF DEEDS ST. CROIX CO.., wl RECEIVED FOR RECORD CERTIFIED SURVEY MAP NO. 06/14/2004 1e:20A1Y VOLUME 18 , PAGE 4771 CERTIFIED SURVEY MAF EXEpPT # REC FEE: 13.00 THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER TRANS : FEE- 3.00 SECTION 18, TOWNSHIP 29 NORTH, RANGE 15 WEST, CC FEE: L07 1 TOWN OF SPRINGFIELD, ST.CROIX COUNTY,WISCONSIN PAGES: 2 Q.S.M_1TQLL13 UNP[.ATTED LANDS PG. 3689 NE CORNER S89'35'24'E 2650.22'-- _ _ 1325 11' -- _ Section 18-29-15 _ _ _ Found Alum Mon. C.T.H._?7325.11 ; v— — — — E�— — — — — — — - ' - - ....... ............................. N 1/4 S89'35'24"E 1292.02' Section 18-29-15 45.03' t 1. i Found PK Nail �. „ N nodding .ti^! . i p �\i LOT 1 OUTL OT CILL M Z m , i i PG _303 ° 11481,047 s.f. 34.00 acres — � o —loo4 UNPLATTED including ( O W _: co O - _---- LANDS P liv a1 1CO..._.J......._.._...... ........ N 1,392,858 S.f. � 31.97 acres cli excluding r—o—w jam A. w 33.02' IlCC �� � _ �- � � * 589'30'58"E 661.84' e. `� NDS� OUNW00C C", Ai'PIO V EM Clow; laced F" 277240 628.82' ${�pDC i70l>R' 1C%5&4, Py.Afi - .Q..L ....... ..._L... �' iUd Pe[ks LbrlM fll7ee . .......................beds the N rn house•t� Cn`� JUN 14 2004 w� ' � „� l � m 4.l s. '63,400 s.f; �"pp� doftappa"111~60 e 6.05 acres tt i r"ca 9"1'30"W o-w exclud. r-o-w M '33' r� set 3/4"rebar 1' 628.49' C = CZ south of existing fence 661.51' •/+ N89'29'30"W 661.51 �. q'B "� �c-3r1 ' 1323.02' 33.02' o;- D `;w N: S' /Ni set 3/4"rebar 13' set 3/4"rebar 11' ,W south of existing fence north of existing fence r; r-2 ' OWNERS/PREPARED FOR: uNPLATTED $ice �._ LANDS ' Warren and Vicky Benson 980 280th Street $ East 114 Woodville, W1 54028 Section 18 LEGEND Found 314;;29-15 Rebar DRAFTED BY: .........Government Corner (as nored) Joel A. Brandt o..........Set 3/4" x 24" iron rebar weighing 1.502 lbs./lineal ft. Note: Each parcel on this map is subject to State and County laws, rules and regulations doom(i.e. wetlands, minimum lot size, access to parcel, etc-). Before purchasing or developing any parcel, contact the ST, Croix County Zoning Office for advice. )V Note Outlot 1 is to be used for agricultural and recreational use only. No building development is allowed unless resubmitted for approval as a "lot". / North is referenced to the SCALE: 1" = 300' East line of the Northeast , 1/4 of Section 18-29-15, which bears N01°31'44"W 0' 300' 600' (St. Croix County Grid System) Page 1 of Vol 18 Page 4771 W