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Home My WebLink About032-2105-06-000 Y Vist',onsin Department of Industry, SOIL AND SITE EVALUATION REPORT Pa e Labo.and Human Relations g _of Division of Safety&Buildings in accord with ILHR 83.05,Wis.Adm. Code WREFe4TEDBY Attachomplete 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%of slope,scale or dimensioned, north arrow,and location and distance to nearest road. r -� 6'' APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION DATE e' y;fi PROPS TY WNER: PROPERTY LOCATION MAY _ GOVT.LOT 1/4 , 1/ T `' G' E , PROO!TRTY OW ER.S MAILING ADDRESS , ^ LOT# BLOCK# SUBD NAME R CSNI is q;rt FFIC4 CITY STATE ZIP CODE PHONE NUMBER ❑CITY FIVILLAGE [ffOWN NEAREST ROAD. New Construction Use j><] Residential/Number of bedrooms _S� ( ] Addition to existing building ( ] Replacement [ ] Public or commercial describe Code derived daily flow gpd Recommended design loading rate ed,gpd/ft2_, � trench,gpd/ft2 Absorption area required bed,ft2 ' trench,ft2 Maximum design loading rate_4�bed,gpd/ft2 trench,gpd/ft2 Recommended infiltration surface elevation(s) Iel3,6 ft (as referred to site plan benchmark) Additional design/site considerations Parent material J Flood plain elevation,if applicable ,z z ft S=Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT GRADE SYSTEM IN FILL HOLDING TANK U=Unsuitable fors stem aS ❑U CAS ❑U CAS ❑U Cz�S ❑U ❑S C21 ❑S jIU SOIL DESCRIPTION REPORT i Boring# Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft in. Munsell Qu.Sz.C nt.Color Gr. Sz. Sh. Bed Trench 1..... - n ,, � Ground elev. /'tZ_-Zft. Depth to limiting factor Remarks: Boring# Ground elev. 47-Y 'ft. Depth to limiting factor Remarks: CST Name;—Please Print Phone: � � Address: , zR° Signature: +� Date: CST Nu : I PROPERTY OWNER SOIL DESCRIPTION REPORT PagerZd� PARCEL I.D.# Depth Dominant Color Mottles Structure G0D/ft Boring# Horizon Texture Consistence Boundary Roots in. Munsell Qu.Sz.Cont.Color Gr. Sz. Sh. Bed Trench Ground — elev. s ft. 'a — 7 :— Depth to limiting factor Remarks: Boring# r s AIZ, 1,ilj Ground elev. _ — /�fQ ft. Depth to limiting factor >%l Remarks: Boring# .1,2 - Jv Ground elev. _ Depth to limiting factor Remarks: Boring# Ground elev. ft. Depth to limiting factor Remarks: S13D-8330(8.05/92) I 17Y � 6 f �Ct N,P � Wisconsin Department ofIndustry, SOIL AND SITE EVALUATION REPORT Page of Labor and Human Relations Division of Safety&Buildings in accord with ILHR 83.05,Wis.Adm. Code COUNTY 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%of slope,scale or PAA .- dimensioned, north arrow,and location and distance to nearest road. j'� APPLICANT INFORMATION—PLEASE PRINT ALL INFORMATION R DBY DATE �/ r j1 ( PROPERTY WNER: PROPERTY LOCATION _ GOVT.LOT 1/4 1/ T " G' PRORTYOW ER':S MAILING ADDRESS LO # BLOC+C# SUBD NAME�RCSMfo^t!P`, FF! :c ;� ' Gi s CITY,STATE ZIP CODE PHONE NUMBER ❑CITY ILLAGE gjfOWN EAREST ROAR. �ej New Construction Use VI Residential/Number of bedrooms Addition to existing building ] Replacement [ ] Public or commercial describe Code derived daily flow gpd Recommended design loading rate ed,gpd/ft2__,�,' trench,gpd/ft2 Absorption area required bed,ft2 trench,ft2 Maximum design loading rate—LZbed,gpd/ft2_,&�_trench,gpd/ft2 Recommended infiltration surface elevation(s) /e_�z 6 ft (as referred to site plan benchmark) Additional design/site considerations Parent material J Flood plain elevation,if applicable ��i ft S=Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE I AT-GRADE SYSTEM IN FILL HOLDING TANK U=Unsuitable for s stem ❑S ❑U EIS ❑U EIS ❑U EIS ❑U ❑S ❑U ❑S ❑U SOIL DESCRIPTION REPORT i Depth Dominant Color Mottles Structure GPD/ft Boring# Horizon in. Munsell Qu.Sz. nt.Color Texture Gr. Sz. Sh. Consistence Boundary Roots Bed Trench ... ................ Ground elev. Depth to limiting factor y9l Remarks: Boring # Ground elev. S — f «Y ft. Depth to limiting factor c Remarks: I _ CST Name�—Please Print / Phone: -� Address: Signature: ] / , Date: CST Number: I Parcel #: 032-2105-60-000 02/24/2005 12:33 PM PAGE IOF1 Alt. Parcel#: 28.31.19.991 032-TOWN OF SOMERSET Current LX', ST. CROIX COUNTY,WISCONSIN Creation Date Historical Date Map# Sales Area Application# Permit# Permit Type 00 0 Tax Address: Owner(s): =Current Owner * BRIAN J PARNELL PARNELL, BRIAN J 398 192ND AVE SOMERSET WI 54025 Ci>tricts: SC= School SP=Special Property Address(es): '=Primary Type Dist# Description "419 192ND AVE SC 5432 SCH D OF SOMERSET SP 1700 WITC Legal Description: Acres: 3.000 Plat: 2005-GRACIE ESTATES SEC 28 T31 N R1 9W SE SW LOT 6 GRACIE Block/Condo Bldg: LOT 6 ESTATES Tract(s): (Sec-Twn-Rng 401/4 1601/4) 28-31 N-1 9W Notes: Parcel History: Date Doc# Vol/Page Type 03/05/1998 574379 1302/490 WD 2004 SUMMARY Bill#: Fair Market Value: Assessed with: 11386 70,600 Valuations: Last Changed: 07/24/2003 Description Class Acres Land mprove i Total State Reason RESIDENTIAL G1 3.000 48,000 111900 r 59,900 NO T^tats for 2004: General Property 3.000 48,000 11,900 59,900 Woodland 0.000 0 0 Totals for 2003: General Property 3.000 48,000 11,900 59,900 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch M vials: Usr Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 , ly U tr it � ` t'f% 1 1 1 - David Bracht Certified Residential Specialist Graduate REALTOR®Institute 192 rvonluE� — North line of the SEA of the Slfk of Section 26 — -- S89°58'33'E 1355.82'-- -- — -- _- ° 32A.29' 328.29` _ � 699.2x• �; 328.30' I30� 6S6.431 I --- ••+ _ S89°43130"E I 1313.03' r Lot #2 $27,900 : N LOT LOT 3 UJ {' `. w 6.2 5 Acres 7.11 Acres Ir4. RN n N o a ^ a 309,732 Sq. Ft. a ^ h " '= 6.01 Aer.s Exe. IN Wooded J a n •°0 261,701 Sq. ft. 4 Rolling Z 389'43'30^E 1028.29' °-y 656.74' 699-99' 656.60' 326.44' — ° 371.69' N Lot #3 $26,900 =x _- = "of - LEGEND c W 4f 6.01 Acres LOT Z N A)u imm County Section xo.wa.nt Found „ Wooded e • I" Iron Pipe Found ° t. 11 \\ 0 1^x24^ Iron Pope set, weighing 1.68 lbs , o Rolling ' Per linear foot V2 MATCH UNE -- 100' Read.ay Setback line IsfI1Y' ° 0 �+ 3 7.08 Aces Ft I .-R/N 108,306 Sq. Ft.: Lot #4 $17,500 « , 6.25 Acre$ Exc.:R,M 272,793 Sq. Ft.- � 3.00 Acres Rolling «" LOT 5 ° T W (1 N ° M o; 30.51 Acres Inc. R/lf _ m c= ^' 1,328,921 SQ. Ft, vs o Al N«� ^ o a 30.14 Acres Exc. R/►' IREC-nONS TO 1.312,757 Sq- Ft. ° °D �� 7 J r, Ine OPERI I... ° 389-57'52^E C> 1tl 372.40' 43.97' < 328.43' 60.72' om omerset 43866 unty Road I North 482 65 w N89'S7'S2"W mile to 192nd. e o° LO i o of. o- N .-� c N N t+1 b e rJ. .M IN z e,o YZ ,(-1 51X-9 David Bracht 412.76' 459.20' N89°57 '52^W 871.96' Office: 715-247-5900 Q Home: 800-733-9915 --- RF/MSC teamlrealty 103 Main St., Box 68 Somerset, Wisconsin 54025 Office: (715) 247-5900, Fax: 247-3622 Residence: (800) 733-9915 C) <n p v C 0 CD 'ZI _v • CD v .• \ 1 .. y N N CZ OZ O `C • CD N (D (D n CD 7 O O 0 O CD N 69 A O •� d O F fl D N a Qo W C c n — o_ p (D Z 3 � .. 000 � � • j j U) N [n A N 2 l ° (D _� CD j A N Oi fll C1 CD '3 o 'CD N cn v � i O D D D O m tr. CD m� 3 p Z (D V) _ �5 n A Z O Cn W m w N m (D z c 3 -P, ;o O Cl) CD A O rvvw N -i Q:3 D N c'O'per O rf0�c O L 'P 7.78 3 :7 N 0 0)U7 N N N CD fQ a N ° Er m � <� 3' r 0 v c Q_°N N O 'O N p 0 °.S j V N N CD N _ 6 r o' 3 3 m ° � m� y v o a m o z .. 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