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Home My WebLink About040-1253-40-000 (2) F � Wisconsin Department of Commerce SOIL AND SITE EVALUATION Page 1 of 3 Division of Safety and Buildings in accord with Comm 83.05, Wis. Adm. Code Environmental By Design 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 refeya�€pq ni(BM),direction and $t_Croix percent slope,scale or dimemsions,north arrow d i�Caon and distance to nearest road. parcel LD.# APPLICANT INFORMATION- PI i,,p In Qhfonnation� a _ ��3✓ Personal information you may be used for Nfdary pu XRr�tta r Law,a.15 X64(1)(mp. Re 'ewe Date t! Property Owner n Pro rty Location - jGov Lot NE 1/4 NW 1/4 S 19 T 28 N,R 19 W Property Owners Mailing Address 66t BI do# Subd.Name or CSM# r., 7U�dTY 12301 Central Avenue NE, Suite 30� 84 - Troy Village Second Addition City State ?i 'rode' .15hone um r City ❑village ❑Town Nearest Road Minneapolis MN Troy St.Andrews Drive ❑ New Construction Use: Residential7lulner�f`bedrooms 4 ❑Addition to existing building ❑ Replacement ❑ Public or commercial describe Code Derived daily flow 600 gpd Recommended design loading rate .7 bed,gpdfffz .8 trench,gpd/tz Absorption area required 857 bed,ftz 750 trench,f 2 Maximum design loading rate .7 bed,gpd/fl? .8 trench,gpdffF Recommended infiltration surface elevation(s) By-Desi er ft as refe to site plan chmar Additional design/site consideration S j jZ- tParent material Loess Over Glacial Outwash Flood lain elevation,if applicable NA ft ble for syste m Conventional Mound In-Ground Pressure AT-Grade System in Fill Holding Tank itable for system ®S ❑ U N S U ® S ❑ u N S U EIS N U ❑ S N u SOIL DESCRIPTION REPORT Depth Dominant Color Mottles Structure GPD/fP Boring# Horizon in. Munsell Qu.Sz.Cont.Color Texture Gr.Sz.Sh. Consistenc Boundary Roots Bed Trench 1 1 0-30 10yr2/1 - Is lmgr mvfr cw if .5 .6 - 2 30-42 7.5yr5/4 - s osg ml cw - 7 i 8 Ground 3 42-58 7.5yr4/6 - sil 2msbk mfr cw - 5 6 elev 98.1 ft 4 58-69 7.5yr4/6 c2d2.5 4/ it lmsbk mfi cw - na- na Depth to 5 169-140 7.5yr4/4 I - s osg ml I - - I .7 i .8 limiting Site to be graded so as to be able to install a code compliant system below the mottled horizon factor iN' /i 58 p� 1 Remarks: 2 1 0-36 l 0yr2/1 - Is 1 mgr mvfr cw if .5 .6 - 2 36-53 7.5yr5/4 - s osg ml cw - .7 .8 Ground 3 53-64 10yr4/6 - sil 2msbk mfr cvvv - .5 .6 elev 96.73 ft 4 64-7 10yr4/6 c2d2.5yr4/8 sil lmsbk mfi cw - na- na Depth to 73-150 7.5yr4/4 - s osg ml - - 7 i .8 limiting Site to be graded so as to be able to install a code compliant system below the mottled horizon factor 64 Remarks: CST Name(Please Print) Signature: Telephone No. Thomas C.Nelson 715-246-2454 Address Environmental By Design Date CST Number Ref# 1432 120th Street,New Richmond,Wl 54017 2/3/98 M02605 13 S -+ PROPERTY OWNER:Continental Development SOIL DESCRIPTION REPORT 13 Page 2 of 3 PARCEL I.D.# Environmental By Desi Horizon Depth Dominant Color Mottles Texture Structure onsistence Boundary Roots GPDIftz in. Munsell Qu.Sz.Cont Color Gr.Sz.Sh. Bed Trench 3 1 0-9 10yr3/2 - Is lmgr mvfr cw 2f .5 .6 2 9-17 7.5yr4/4 - is lmgr mvfr cw if .5 .6 Ground elev 3 17-33 10yr4/4 - sil 2mgr mfr cw - .5 .6 98.71 ft 4 33-150 7.5yr4/4 - s osg ml - - .7 8 Depth to limiting factor >150" Remarks: 4 1 0-24 10yr2/1 - s1 2msbk mfr cw 2f .5 .6 2 24-40 10yr4/4 - s1 2msbk mfr cw 1f .5 .6 Ground elev 3 40-80 7.5yr4/4 - gs osg ml cw - .7 .8 97.95 ft 4 80-140 7.5yr5/4 - s osg ml - - 7 8 Depth to limiting factor >140 Remarks: 5 1 0-26 10yr2/1 - Si 2msbk mfr cw 2f .5 .6 2 26-46 l Oyr4/4 - Si 2msbk mfr cw if .5 .6 Ground elev 3 46-55 7.5yr4/4 - Si 2msbk mfr cw - .5 .6 99.25 ft 4 55-69 7.5yr5/4 - gs osg ml cw - .7 .8 Depth to 5 69-145 7.5yr5/4 - s osg ml - - 7 .8 limiting Initial system being a conventional.Alternate being a mound Grading in the initial area required so as to meet the optimum factor design rates and code requirements. >145" Remarks: Ground elev Depth to limiting factor Remarks: r a ENVI ONMENTHL BY DE51GN 1432 1201h STREET, NEW RICHMOND, WISCONSIN 715-246-2454 PROJECT NAME: TROY VILLAGE 2nd ADDITION DESCRIPTION: NEY, NWT/, SECTION 19„T 28 N, R19W TOWNSHIP: TROY COUNTY: ST.CROIX LOT: 84 SUBDIVISION: TROY VILLAGE 2nd ADDITION t L fl N i r a� Q l r k jaIle C0 (Aaj 2, SCALE 1"=40' Tom Nelson BM 1 NE corner post ground surface elev. 100' cstmo2605 BM 2_SE corner post at ground level elev.93.10 Parcel #: 040-1253-40-000 07/25/2007 10:39 AM PAGE 1OF1 Alt. Parcel#: 19.28.19.1335 040-TOWN OF TROY 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-CAPAN, FRANK A JR&CHARLYNN M FRANK A JR&CHARLYNN M CAPAN 2 MEADOWS LN NORTH OAKS MN 55127 Districts: SC=School SP= Special Property Address(es): *=Primary Type Dist# Description *290 ST ANDREWS DR OR SC 4893 RIVER FALLS SP 0100 CHIP VALLEY VOTECH Legal Description: Acres: 1.073 Plat: 2558-TROY VILLAGE 2ND ADD'N 98 SEC 19 T28N 19W LOT 84 TROY VILLAGE Block/Condo Bldg: LOT 84 SECOND ADDITION Tract(s): (Sec-Twn-Rng 401/4 1601/4) 19-28N-19W Notes: Parcel History: Date Doc# Vol/Page Type 03/28/2002 674831 1862/596 WD 2007 SUMMARY Bill#: Fair Market Value: Assessed with: 0 Valuations: Last Changed: 08/19/2004 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 1.073 99,000 0 99,000 NO Totals for 2007: General Property 1.073 99,000 0 99,000 Woodland 0.000 0 0 Totals for 2006: General Property 1.073 99,000 0 99,000 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