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Home My WebLink About040-1249-90-000 (2) 0sconsin Department of Industry, SOIL AND SITE EVALUATION REPORT Page 1 of 3 Labor a�t9;Taman Relations Dw��n of Saftyty&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 St. Croix not limited to vertical and horizontal reference point(BW) direction.and o�slC e,scale or PARCEL I.D.# dimensioned, north arrow, and location and distance t nearest road.' `, 040-124 -90 ' 1301 APPLICANT INFORMATION-PLEASE PRINT�../41,1 I �?. ON R IEW By ATE PROPERTY OWNER: a ROI�EFIT, LOCATION Continental Dev. Cor orati o,; ( ` GOVT:L0 1/4 1/4,S19 T 28 ,N,R 19 (or)W PROPERTY OWNER':S MAILING ADDRESS ` 11 GA LOT +BLOCK# SUBD.NAME OR CSM# 12301 Central Ave. NE. Suit ~� c0vl' na Troy Villa e CITY,STATE ZIP CODE PH BE ❑VILLAGE [MOWN NEAREST ROAD Blaine, MN. 55434 (61 .5�9< 568 [X] New Construction Use Residential/Number of bedr000-Irs""-°� 4 [ ]�/Addition to existing building ( ] Replacement ( ] Public or commercial describe 2vj'11�1 �QD�Q� !, Code derived daily flow 600 gpd Recommended design loading rate .7 bed,gpd/ft2 .8 trench,gpd/ft2 Absorption area required 858 bed,ft2 750 trench,ft2 Maximum design loading rate_j bed,gpd/ft2___$_trench,gpd/ft2 Recommended infiltration surface elevation(s) 93.40 ft (as referred to site plan benchmark) Additional design/site considerations trenches spaced to code 3.5' below surface grade Parent material outwash Flood plain elevation,if applicable na ft S=Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK U=Unsuitable fors stem CAS ❑U K]S ❑LI 9:1 S ❑U 91 S ❑U ❑S ®U ❑S E3d1 SOIL DESCRIPTION REPORT Boring# Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft .................. in. Munsell Qu.Sz.Cont.Color Gr. Sz. Sh. Bed Trench :.:...:,,,1......... .._. 1 0-18 10 r 3/2 none lcsbk rnfr 2f .4 .5 2 18-30 10yr 4/4 none sicl lcsbk mfr 9W if .2 .3 Ground 3 30-34 7.5 r 4/4 none si 2m r mfr if .5 .6 elev. 90'2 ft. 4 4 182 7.5 r 4/6 none ms os mvfr na na .7—i .8 Depth to limiting factor +821, ? ") Remarks: ' Boring# 1 0-10 10yr 3/3 none 1 2msbk mfr cs lm .4 .5 2 ?'< 2 10-18 10yr 4/4 none sicl lcsbk mfr 9W 2f .2 .3 Ground 3 18-24 7.5 r 4/4 none S1 2 elev. 4 24-3-0 7.5 r 4/6 none is ms 0sq mvfr cfw na .7 . .8 90.4 ft. Depth to 5 -8 limiting factor +80" Remarks: CST Name:--Please Print Gary L. Steel Phone: 715-246-6200 Address: 1554 200th e. New Ri mon WI 54017 Signature: F Date: 8_14-97 CST Number: m02298 u L PROPERTYOWNER Continental Dev. SOIL DESCRIPTION REPORT Page 2 of 3 PARCEL I.D.# 040-1249-90 Boring# Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft in. Munsell Qu.Sz.Cont.Color Gr. Sz. Sh. Bed Trench 1 0-10 10 r 3/3 none sil 2msbk mfr 9w lm .5 .6 3 2 10-17 10 r 4/4 none sicl lcsbk mfr Crw if .2 .3 Ground 3 117-24 7.5yr 4/4 none sl 2mgr mfr gw if .5 .6 elev. 93.4 ft. 4 4-84 7.5 r 4/6 none ms osg ml na na .7 1.8 Depth to limiting factor +84" Remarks: Boring# 1 0-6 10 r 3/3 none sl 2mgr mfr gw 2m .5 .6 2 6-15 10yr 4/4 none sicl lcsbk mfr gw lm .2 `.3 4 3 Ground 3 15-27 7.5 r 4/4 none sl 2mcfr mvfr gw if .5 .6 elev. 4 27-82 7.5 r 4/6 none ms osg ml na na .7 i.8 96.9 ft. Depth to limiting factor +82" Remarks: Boring# 1 0-10 10 r 4/3 none sl 2msbk mvfr 9w lm .5 .6 2 10-25 7.5 r 4/4 none sl 2mgr mvfr gw lm .5 .6 Ground 3 25-80 7.5 r 4/6 none ms os ml na na .7 .8 elev. 96.6 ft. Depth to limiting factor +80" Remarks: Boring# Ground elev. ft. Depth to limiting factor Remarks: SBD-8330(8.05/92) k ST'EEL'S SOIL SERVICE Gary L. Steel 1554 200th Ave. Continental Dev. Co. CSTM2298 NW4NW4 S19-T28N-R19w New Richmond,WI 54017 MPRSW 3254 town of Troy (715) 246-6200 6 lot #59-Troy Village N 1"=40' BM.= top of SE lot stake C el. 100' s �I 5 S� l71� �.3 r� Gary L. Steel v 8-14-97 Parcel #: 040-1249-90-000 04109/2008 03:49 PAGE 1 OF F 1 1 Alt. Parcel#: 19.28.19.1301 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-GONZALEZ,ALVARO H & ALVARO H &GONZALEZ C-GARDENAS DIANA CLEMENCIA GARDENAS DIANA CLEMENCIA 12811 SHERWOOD PL UNIT 2 HOPKINS MN 55305 Districts: SC= School SP=Special Property Address(es): '=Primary Type Dist# Description *271 TROON CT SC 4893 RIVER FALLS SP 0100 CHIP VALLEY VOTECH Legal Description: Acres: 1.002 Plat: 06-089-TROY VILLAGE 1997 SEC 19 T28N R1 9W W1/2 NW1A LOT 59 TROY Block/Condo Bldg: LOT 59 VILLAGE Tract(s): (Sec-Twn-Rng 401/4 1601/4) 19-28N-19W Notes: Parcel History: Date Doc# Vol/Page Type 12/30/1997 570542 1285/236 WD 07/23/1997 11921608 WD 07/23/1997 493/521 LC 05/27/1997 1241/254 WD 2008 SUMMARY Bill#: Fair Market Value: Assessed with: 0 Valuations: Last Changed: 07/22/2004 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 1.002 115,000 0 115,000 NO Totals for 2008: General Property 1.002 115,000 0 115,000 Woodland 0.000 0 0 Totals for 2007: General Property 1.002 115,000 0 115,000 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 SAFETY&BUILDINGS DIVISION I State of Wisconsin Department of Commerce November 25, 1997 Field Operatios Bureau 13 East Spruce Street --• Chippewa Falls, WI 54729 GARY STEEL ' ° �```•%°7 STEEL'S SOIL SERVICE 1554 200 AVE NEW RICHMOND WI 54017 ST r �CyfX _ONINcoFFIcs RE: PLAN 9711346 (1955) , .., _,} t , FEE RECEIVED: 80.00 TROY VILLIAGE LOT 59 SW, NW, 19, 29, 19W TOWN OF TROY COUNTY OF ST CROIX MOUND RESTRICTION WAIVER The Department has reviewed the above-referenced submittal. The Department has reviewed the request to waive the restriction on the above referenced property. This request is supported with information that indicates this property is acceptable for development with a below grade soil absorption type private sewage system. Therefore, the Department waives the above mentioned restriction and has no objection to the development of this property provided that the private sewage system is constructed in accordance with the applicable requirements of Chapter Comm 83, Wisconsin Admistrative Code. Conditional approval is hereby granted to waive the mound system restriction provided the following condition(s) are met: 1. That the release and waiver of this lot restriction be incorporated into a correction instrument under s. 236.295, Wis. Stats. This should eliminate future questions regarding the restriction on the recorded plat. This approval does not include review of the design for the proposed private sewage system. All other applicable criteria, as contained in chapter Comm 83, Wisconsin Administrative Code, must be met prior to issuance of the sanitary permit for a project at this site. All permits required by the city, village, township or county shall be obtained prior to installation. SBD-7997(R.11/96) SAFETY&BUILDINGS DIVISION State of Wisconsin Department of Commerce November 25, 1997 Lot 59, Troy Village Page 2 of 2 Inquiries should be directed to me at the telephone number listed below. Please refer to the plan number shown above. Sincerely, Leroy Jansky Wastewater Specialist, Senor Ijansky @commerce.state.wi.us E-mail (715) 726-2549 Fax (715) 726-2544 Voice CC: DOA - Plat Review St. Croix County Zoning I ssD-7997(R.11/'96) VOL 1?93 PAC[189 AFFIDAVIT OF CORRECTION TROY VILLAGE REGIST R'S OFFICE I, James D. Filkins, Registered Land Surveyor, ST. C WI y Read d for CO.,P,ycord S-2246, hereby certify that the Plat of Troy Village, recorded in Volume 6 of Plats, Page FEB 041998 89, Document No. 559959, St. Croix County 9:30 A M Registry, located in the Town of Troy, St. -1.k ` Croix County, Wisconsin, shows Note No. 5 on Register of Desds Sheet 2 which states "The following Lots must have mound systems: 1 through 10, 15, 16, 18, 19, 21 through 45, 47 through 49, 51 through 55, 59 through 64, 69 and 70." This note is hereby changed to read as Francis H. Ogden follows: Ogden Engineering Co. 113 West Walnut St. "The following lots must have mound systems: River Falls, WI 54022 1 through 5, 16, 18, 19, 21 through 45, 47 through 49, 51 through 55, 60 through 64, 69 and 70. " Dated this 3 day ofB2y�2Y , 1998 Parcel I.D. Number �SCONsi Ja b. Filkins S-2246 ','��i, State of Wisconsin ) JAMES D. IIJIGNS ss. M46 - County of /2 j PNM FALA W1 a Personally came before me this of day �► iiut 1998, to me known to be the person who executed the foregoing instrume it and acknowledged the same. My mmi 'on Expires 00/ 0 WE S& • NOTARV ST. CR IX COUNTY 4� �UQLIC APPROVAL CERTIFICATE 4� OF WiS�� Approved for recording by the St. Croix County Zo ffice Date 2 f This instrument instrument was drafted by James D. Filkins, Ogden Engineering Co. 113 West Walnut Street, River Falls, Wisconsin 54022 'wtscon;,oeparurontofInduS". SOIL AND SITE EVALUATION REPORT Page of I_ Labor and Human Retatrons Oiwston of Sat*w s,BW6093 in accord with IL.HR 83.05.WiS.Adm. Code COUNTY ate site plan on paper not less than 8 1/2 x 11 i •.Fnan must include,but A . CROIX Attach comp) PARCEL I.O.ri not limited to vertical and horizontal reference point(8 Qr(> f J slope,scale or dimensioned,north arrow,and location and distanc est road.' APPLICANT INFORMATION—PLEASE PRI INF�(i T"ION REVIEWED BY DATE PROPERTY OWNER: � L P LOCATION E 1/2S 24T 28 NR 20 W TOM RUEMMELE & JOHN AND BARB r 1r4W 1/2S 19T 29 NR 19 - 1 W Q0,6, PROPERTY OWNER':S MAIUNG ADDRESS ` ROUX a L .� SURD.NAME OR CSM se 260 COUNTY ROAD F TROY VILLAGE CITY.STATE ZIP CODE r l"s,�NU OFFICE ILLAGE OWN NEAREST ROAD HUDSON 54016 h — Y -rRao.1 Coo!Z-r P4 New COMVtx lion Use�K] Residential/Number at 4 ( 1 Addition to existtitg building l 1 RepMcement ( J Public or commeraal describe Code derived daily flow 600 9Pd Recommended design loading rate 4. ¢ bed.gpd/ft2 : trench.9PdM2 Absorption area required O d bed.h2 So0 trench.ft2 Maximum dosign loading rate b,S bed.gpoltt2 �•L ttertctt.gpolft2 Recommended infiltration surface elevation(s) BY DESIGNER ft (as referred to site plan benchmark) Additional design/site considerations �E OTGS D� E 3 Parent material /v %/L 4 7v wA Rood plain elevation,if applicable N/A (t $ Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TAW U=Unsuitable for system I a S SU I ®'S o u ❑$ au D S �U I D S ®v O S KU SOIL DESCRIPTION REPORT Depth Dominant Color Moines Structure Roots GPO/ft Horizon Texture I Consistence Bourriay in. Mun II r. Sz. Sh. Boring # —18 I I sl 12c bk A 0 IlOYR 3/2 �mfr lew 12vf-9 0.5 0.6 BI 18-31 110YR 5/3 I I --- Isis 12mabk mf i I 0.3 B2 31-40 7.5YR 4/6 1 --- gls Ilcsbk Imvfr Icw Ilvf I 0 Ground I I--- ( -- 4eY.7 it. C 140-80 110YR 6/4 1 mld lOYR 3/4 Is 0 — --- 8P I I I I 1 1 1 Depth to 1 1 1 limiting taaor I I I I 1 Remarks: Bonn tt 9 A 0-15 110YR 3/2 1 --- 1 I I law 12-i f 78 B1 115-28 I10YR 2/1 --- 1 sit 12m—csbk mfr Iaw 12vf 10.5 0.6 r... B2 128-42 110YR 3/3 I --- sic 12m—cabk I mf i L 1 Ground elev. B3 42-55 17.5YR 4/6 I --- is 1 Osg ml 1 gw lvf 0.7 0.8 872. 1 ft. C 155-82 110YR 5/6 mld 10YR 3/4 Is losg Iml I--- lvf I ---Depth 1 1 I I factor 55" 1 I ( I I Nam —Please Pna jA� D. RAW4S 0f 1� es (715) 425-7831 OGDEN ENGINEERING CO.. 113 WEST WALNUT ST.. RIVER 54022 FALLS, WI Number S*NUM !V�l • Oaac `�C�61h? CST CSTM03988 L d PRbPEFtT1' WNEFi SOIL DESCRIPTION REPORT Page mat 3_ PARCEL 1.0.y_ f Oeptm 10ominantCalor I Moores (Texture I Strucnue j Roots GPO/ft Honzonl in Munsell Qu.SL Cont.Color Gr. Sz. Sh. Bed !,rmxn Boring# f r aw of 0.5 :0.6 A -17 �lOYR 3/2 I --- sl 2msbk m 77 B1 7-37 OYR 4/3 I --- sic cw 0.3 B2 7-60 7.5YR 4/6 --- gls 8s7, ml law lvf 1 0.7 Ground 0.8 OW. Cl 0-63 10YR 6/6 --- 75.7 tt C2 3-84 LOYR 6/6 clf 10YR 3/4 is 10S9 --- 11 vf --- -- Oepm to ta�„ I I Remarks: Boring# lama Ground elev. ft. Oepm to limning factor Remarks: Boring Ground elev. ft. 0epth to limt6ng factor Remarks: Boring# Ground elev. ft 0epm to liming hacaor I Remarks: $tat)-e�Offi.OtfN� r � P a PAGE 3OF3 SITE PLAN \ SCALE: 1 " = 40' Zov 76_87 DoT s9 \ 7-Y EASE/y!E/Vi Se a E3 0 Gel- 6,o Ar z 9 8 / NOTES: PROVIDE MINIMUM OF 1' SAND BETWEEN BOTTOM OF BED AND EXISTING GROUND. MOUND TO BE A MINIMUM OF: - 25' FROM DWELLING; 50' FROM WELL; 5' FROM LOT LINE. OGDEN ENGINEERING CO. JAME D. FILKINS, CSTM03988 Civil Engineers & Land Surveyors DATE: `/-ld// 7 113 W. Walnut St. 42 River Falls, WI 540222 l .