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Home My WebLink About040-1256-20-000 (2) , \ ST. CROIX COUNTY WISCONSIN PLANNING&ZONING OFFICE COUNTY GOVERNMENT CENTER 1101 Carmichael Road 'AIN ► Hudson WI 54016-7710 (715) 386-4680 FAX (715) 386-4686 May 9,2005 }/ I ,�, Keith D.Olson C� 1121 Lecuyer Court Stillwater,MN 55082 l � Gov RE: Construction of house on designated POWTS Area Lot 98,Troy Village 3`d Addition Subdivision Parcel#040-1256-40-000(24.28.20.1358),Town of Troy Dear Mr. Olson: During inspection of tank installation for the Private On-site Wastewater Treatment System(POWTS)on 4/26/05, it became apparent that the house has encroached on the original area designated for the mound septic system. The soils in the mound area have been damaged and cannot be used to install the POWTS proposed on the approved sanitary permit(#463128, issued 10/19/04). The soil report for this lot, completed by CST Tom Nelson on 12/18/98, specifically delineates the soil-tested area. According to state code, the POWTS cannot be installed until a new soil evaluation report and revised sanitary permit application had been submitted,reviewed and approved by the both Dept. of Commerce and St. Croix County [per Comm 83.22(4)(a)4b-e Revisions]. A new soil report is being developed,however, during test pit excavation the CST encountered fill material overlying the original topsoil in the southeast portion of the lot(the only remaining area where construction hasn't damaged the surface of ground). This required an on-site soil evaluation by Leroy Jansky,Dept. of Commerce Regional Wastewater Specialist,to determine if an individual site design can be considered for a mound constructed on other than original soils. The site conditions are complicated by the proximity to both south and east property lines,which require a 5-foot setback from the POWTS. Mr. Jansky currently is reviewing the soils data and other site constraints before making a decision regarding suitability for mound installation. The builder allowed house construction to encroach upon and damage the tested area and the developer allowed fill material to be place uth portion of lots 96, 97 and 98 At this time, it may be worthwhile to explore an option of providing lot 98 with a sanitary easement either onto adjacent lot 97 or onto the outlot immediately south of the possible mou expan t e available area for installation ofa with either a long,nano n 4' x whose basal area is too large to fit on the southeast corner of 98. �ition,updated soil evaluation reports will be required for lots 97, 96 and 95 to document if those lots 11 also require on-site soil evaluations by the state and individual site designs for their POWTS. These reports st be submitted before the county will issue any sanitary permits. e master plumber will need to submit the revised application for a state-a ound design with the associate Keith Olson—Page Two The county provides a copy of the approved permit, site plan, and POWTS maintenance information to be given to the property owner. If you did not receive a copy of this information,you may request a copy from your plumber or from the county permit file. If you have any questions feel free to call me at 715-386-4680. Sincerely, St. Croix g Pamela Q Zoning WTS Inspecto r Cc: Todd Featherstone,Master Plumber Bruce Lenzen Homes Troy Development Corp. Leroy Jansky,DCOMM Regional Wastewater Specialist David Steel, CST Permit#463128 file f Parcel #: 040-1256-20-000 04/27/2005 02:35 PM PAGE 1 OF 1 Alt. Parcel#: 24.28.20.1356 040-TOWN OF TROY Current X ST. CROIX COUNTY,WISCONSIN Creation Date Historical Date Map# Sales Area Application# Permit# Permit Type 00 0 i Tax Address: Owner(s): *=Current Owner *T TROY DEVELOPMENT CORP ROY DEVELOPMENT CORP 11806 ABERDEEN ST NE STE 290 BLAINE MN 55449 Districts: SC=School SP=Special Property Address(es): *=Primary Type Dist# Description *250 ST ANNES PKY SC 4893 SCH D OF RIVER FALLS SP 0100 CHIP VALLEY VOTECH Legal Description: Acres: 1.006 Plat: 2559-TROY VILLAGE 3RD ADDN 040/99 SEC 24 T28N R20W SW SE LOT 96 TROY Block/Condo Bldg: LOT 96 VILLAGE THIRD ADDITION Tract(s): (Sec-Twn-Rng 401/4 1601/4) 24-28N-20W Notes: Parcel History: Date Doc# Vol/Page Type 11/14/2002 698371 2046/322 WD 05/06/2002 678199 1885/264 WD 2004 SUMMARY Bill#: Fair Market Value: Assessed with: 28129 206,600 Valuations: Last Changed: 07/22/2004 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 1.006 207,000 0 207,000 NO Totals for 2004: General Property 1.006 207,000 0 207,000 Woodland 0.000 0 0 Totals for 2003: General Property 1.006 180,000 0 180,000 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 MrofIIUC mpartmentof Commerce SOIL AND SITE EVALUATION Page I of 3 Safety and BuOdings in accord with Comm 83.05,Wis.Ad& Code 20 STz ti1ES r• Environmental By Design Attach complete site plan on paper not less than 8'h x 11 inches in size. Plan must County include,but not limited to:vertical and horizontal reference point(BM),direction and _ St. Croix percent slope,scale.or dimemsums,north arrow,and location and distance.jo nearest vaad y r D.# Parcel 1. APPLICANT INFORMATION- Please print all informatiob.;_ °"r�. qb - J.?��Z v- v Personal information you provide may be used for secondary purposes(Privacy t.aw s �5.9ci(1)(m}) :�li rJ r Revie D Property Owner P location Continental Development Got` NW 1/4-'/SE 1/4 S 24 T 28 N,R 20 W Property Owner's Mailing Address �VCd ° �ulxd.Name or CSM# 12301 Central Avenue NE, Suite 230 Tro Borne Vial e L State Zip Code PhoneNumber ity ❑Village ❑Town Nearest Road Minneapolis ININ 55434 612-757-7568 Troy Lindsay Road New Construction Use: ❑ Residential/Number of bedrooms 4 ❑Addition to existing b ing _ ❑ Replacement ❑ Public or commercial describe Code Derived daily flow 600 gpd Recommended design loading rate 4_7 '"bed,gpd/W .1 trench,gp Absorption area required 1200 bed,fF 1000 trench,ff Maximum des' n loading rate •' bed,gpd/fF .!1 8 trench,gpolf 2 Recommended infiltration surface elevations) 95.5' It(as eferred to site plan benchmar Additional design/site considerations Primary area borings 2,3,&4 Parent material Loess Over Glacial OutWash F d plain elevation,if applicable NA ft S=Suitable far system Conventional Mound In-Ground Pressure AT-Grade System in Fill Holding Tank U=Unsuitable for system E S ❑ U ® S ❑U ® S ❑U ® s ❑ U 0 S ® U ❑ S N U SOIL DESCRIPTION REPORT Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD1fF Boring# in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. Bed ' Trench 1 1 0-11 10yr3/2 - sit 2msbk mfr cw 2f 2 =11-39 10yr5/6 - sir 2msbk mfr cw if S .6 eGround 3 39-49 10yr5/6 flftOr5/8* sit lmsbk mfi cw - .3 97.97 ft 4 49-96 " 7.5yr5/6 - s Osg ml - - .7 .8 Depth to limiting factor 39" Remarks: *Note:this meets the criteria of 83.09(4)(f)one foot exception 2 I 0-I4 10yr3/2 - sir 2msbk mfr cw 2�5 ,' 2 I4-29 1Oyr5/6 - sir 2msbk mfr cw i Ground 3 29-96 7.5yr5/6 - s Osg ml - 7 8 elev 99.46 ft Depth to limiting factor, >96" Remarks: CST Name(Please Print) Signature: Telephone No. Thomas C.Nelson __.... 715-246-2454 Address Environmental BY sign Date CST Number Ref# 1432 120th Street,New Richmond,WI 54017 12/18/98 227387 83 �v owi&-f. SM DESCRIPTION REPORT Page 2 of 3 I.DJ Environmen si Depth Cominant Color Mottles Structure GPf Horizon in Munsell Qu.Sz.Cont Color Texture tar.Sz.Sh. onsistence Boundary Roots Bed ; Trenc 3 1 0-12 10yr3/2 - sil 2msbk mfr cw 2f 5 .6 2 12-31 10yr5/6 - sil 2msbk mfr cw if 6 Ground elev 3 31-98 7.5yr5/6 - s Osg ml - - .7 .8 100.27 ft Depth to limiting factor >98 Remarks: 4 I l 0-tit I Oyr3/2 - sil 2msbk mfr I cw 2f 5 6 2 20-49 10yr5/6 - sil - mk mfr cw if 5 .6 Ground elev 3 49-112 7.5yr5/6 - s�-Os-g- ml - - .7 .8 99.89 ft 4 112-114 10yr8/3 - BEDRX - - - - - Depth to limiting factor >114" I Remarks: rJ 0-12 10yr3/2 A I 2msbk I mfr I cw 2f I 5 .6 F3 4 12-52 10yr5/6 - sil 2msbk mfr cw If .5 .6 Ground elev 52-75 " 7.5yr5/6 - Is Osg ml - - .7 .8 100.13ft 75-96 . 7.5yr5/6 - s 0sg ml - - 7 8 Depth to limiting factor >96 f Remarks: Ground elev Depth to limiting factor Remarks: N"Iif 0 NM 1�Jr� T OL BY DE51GN 1432120th STREET, NEW RICHMOND, WISCONSIN 715-246-2454 d dw�ytrl�`S. fi,y Y ' TROY BURNE VILLAGE L Lt,y PAG 3 NW% SE 'Y, SECTION 24 T 28 N, R 20 W TOWNSHIP TROY COUNTY St. Croix, Wisconsin q� J I 1.R&x !i C XiNTY �J C, Cr2 � a� o a o � �, lopes b 1l q 3'c L31 i a ys � I�' Br12 Bit ) 166,3 Pr. nc ry Sa, SIOL" bore nc S 2.,�, A14troc-�C arex, bore „c,s 1, y , S SCALE 1" =40 Tom Nelson BM 1. SW LOT CORNER Top of iron pipe ELEV. 100' 227387 BM 2. SE LOT CORNER TOP OF IRON PIPE ELEV. 99.93' Aggregate SAS SYSTEM ELEVATION AND SIZING CALCULATIONS Below Grade Aggregate Soil Absorption Systems Lot 96 Permit Number 4/22/99 Date X X. Gravity Distribution only T Pressure Distribution 3 ft Suitable Soil , 8 in Aggregate Depth 2 4 in Nominal Pipe Diameter 600 Igpd Estimated Daily Peak Flow 0.60 pd/ Wastewater Infiltration Rate 1000.0 A ft2 Minimum SAS Size 95.80 ft Proposed SAS Elevation Soil Surface Acceptable Finished Grade EL 3(ft) Boring Grade Limitation SAS Elevation(ft) System Minimum Maximum Number Elevation(ft) Depth(in) Lowest Highest Elevation? 98.47 100.30 1 97.97 96 92.97 96.30 Yes Fill required 2 99.46 96 94.46 97.79 Yes 3 100.27 98 95.10 98.60 Yes 4 99.89 112 93.56 98.22 Yes 5 100.13 96 95.13 98.46 Yes 1. Depth of suitable soil required below the infiltrative surface for treatment. 2. Depth of aggregate below distribution pipe. 3. Based on chosen system elevation,and aggregate depth. The addition of fill for cover or the reduction of finished grade may be required to meet minimum or maximum code standards. Personal information you provide may be used for secondary purposes[Privacy Law,s.15.04(1)(m)]. SBD-10553-E (R.05/98) J/mom : TOMOardNTPCEYONELSON PNOW NO. : 00000000000009000 JAN. 11 1999 04:42PM PS sE1 OAMIENTflt B DIE51GN 1432 1201" STREET, NEW RICHMOND, WISCONSIN 715-246-2454 TROY BURNS VILLAGE pA ff% — . SECTION_ TAN, R._2_W G 3 TOWNS W TROY COUNTY St Crom WiSCOnSin 1 , 0 o.� 0 1 1 N_ Qr�M c.rl �o ,� 1�>l°P�" 4 '3�j r �1 ys ` I am t0G, 34 SCALE 1" -40 Tom Nelson BM 1. SW LOT CORNFR Tnp of iron pipa FLFV. 100' 227387 BM 2. SE LOT CORNER TOP OF IRON PIPE F.LEV. 99.93'