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HomeMy WebLinkAbout040-1245-90-000 : or S Wiscorrsifi Department ofcommerce SOIL AND SITE EVALUATION Page 1 of 3 Division of Safety and Buildings in accord with Comm 83.05, Wis.Adm. Code Attach complete site plan on paper not less than 8%x 11 inches in size. Plan must Environmental By Design include,but not limited to:vertical and horizontal reference oint(BM),direction and rRe unty percent slope,scale or dimemsions,north arrow - ca$pq a nce to nearest road. rcel I.D.# St. Croix APPLICANT INFORMATION- P dint all ino,f�ftan. 0-Ia�r 90- Personal information you provide may be used pu ( � y�aw. �ty.oa(��(m)) ' e BY Date ( $ S Property Owner 4,,,n �� -property Location Continental Develo ment vt.Lot SW 1/4 NW 1/4 S 19 T 28 N,R 19 W Property Owners Mailing Address - r ''iiot# Block# Subd,Name or CSM# 112301 Central Avenue NE, S ti-13&-,A t '( 'vi 7 19 Trov_Viflage City State Zip. ode umber - LJ City Minneapolis Village ®Town Nearest Road MN %F �''" Troy St Annes Parkway New Construction Use: Resl I f iu drooms 4 ❑Addition to existing building ❑ Replacement Public or commercial describe Code Derived daily flow 600 gpd Recommended design loading rate .7 bed,gpd/fts 8 trench,gpd/ftz Absorption area required 857 bed,fts 750 trench,ftz Maximum design loading rate .7 bed,gpd/fl2 .8 trench,gpd/ftz Recommended infiltration surface elevation(s) 92.50 ft(as referred to site plan benchmar Additional design/site consideration &rlacum"A- "t- „ ,11 b LM. .,l + ��,� ,;, �"��-uS tQ Parent material_Loess over glacial outwash Flood plain elevation,if applicable ft S=Suitable for system Conventional Mound In-Ground Pressure AT-Grade System in Fill Holding Tank U=Unsuitable for system ®S ❑ u ® S Ll I ® S ❑u ❑ s ® U ❑ s ® u ❑ S N u SOIL DESCRIPTION REPORT FHodzon Depth Dominant Color Mottles Structure GPD/f 2 Bonng# in. Munsell Qu.Sz.Cont.Color Texture Gr.Sz.Sh. Consistenc Boundary Roots Bed Trench 1 0-15 10yr3/2 - sil 2mabk mfr cs 2f .5 .6 2 15-39 10yr4/6 - sil 2mabk mfr cs if 5 6 Ground 3 39-43 10yr4/6 elev Is lmabk mvf cs - 5 6 96.40 ft 4 43-98 7.5yr5/4 - s os ml _ 8 - .7 .8 Depth to limiting factor >98 Remarks: 2 1 0-16 10yr3/2 - sil 2msbk mfr cs 2f 5 6 2 16-30 10yr4/6 - sil 2msbk mfr cs if .5 .6 Ground 3 30-43 10yr4/4 - sl 2msbk mfr cs elev - .5 .6 96.4 ft 4 43-100 7.5yr5/4 - s os sl - S - .7 .8 Depth to limiting factor >100 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 7/14/98 M02605 68 Safety and Buildings Division 15837 USH 63 Hayward,WI 54843 NVisconsin www.commerce.state.wi.us Department of Commerce Tommy G.Thompson,Governor Brenda J.Blanchard,Secretary May 12, 1999 CUST ID No. 263197 ATTIC• INSPECTOR ZONING OFFICE ENVIRONMENTAL BY DESIGN ST CROIX COUNTY SPIA 1432 120TH ST 1101 CARMICHAEL RD NEW RICHMOND WI 54017 HUDSON WI 54016 RE: CONDITIONAL APPROVAL APPROVAL EXPIRES: 05/12/2001 Identification Numbers Transaction ED No. 143692 SITE: ST CROIX COUNTY,TOWN OF TROY Plat Permanent File N0. 20751 SW 1/4,NW 1/4,S19,T28N,R19W Please refer to both identification numbers, TROY VILLAGE-LOT 19 above,in all correspondence with the agency. FOR: DESCRIPTION: MOUND RESTRICTION RELEASE OBJECT TYPE: POWTS The Department has reviewed the request to release the mound 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 Administrative Code. Conditional certification is hereby made to waive the mound system restriction on this lot provided the following condition(s)are met: 1. The release and waiver of this lot restriction should be incorporated into a correction instrument under s. 236.295, Wis. Stats. This recommendation will eliminate future questions regarding the restriction on the recorded plat. 2. This lot has a preplanned soil absorption system area, and as such no development(except system installation)shall occur within the preplanned area. Development adjacent to the preplanned area shall meet appropriate setbacks so as not to jeopardize initial or replacement private sewage system installation. Pursuant to Com 87.04 (7) (a)2., Wis.Adm. Code, any changes to the location or extent of the preplanned area will require Department review and approval. This certification 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. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. 8NVIRONMENTAL BY DESIGN Page 2 5/12/99 Sincerely, DATE RECEIVED 08/19/1998 J� FEE REQUIRED$ 80.00 FEE RECEIVED $ 80.00 roy GtJ ky,Wa ewater Spe list BALANCE DUE $ 0.00 Field Operations Bureau (715)726-2544 Voice (715)726-2549 Fax WiSMART code: ljansky @commerce.state.wi.us cc: Owner DOA-Plat Review PROPERTY OWNER:Continental Development SOIL DESCRIPTION REPORT ® Page 2 of 3 PARCEL I.D. Environmental By Desi Horizon Depth Dominant Color Mottles Texture Structure �onsistencel Boundary Roots GPD/ftz in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. Bed Trench 3 0-12 10yr3/1 - sil 2msbk mfr cs 2f .5 .6 F2 -12-33 3 10yr4/6 - sil 2msbk mfr cs if 5 ! 6 Ground elev 3 33-90 7.5yr5/4 - s Osg ml - - 7 ! 8 96.88 ft Depth to limiting factor >90_ Remarks: Ground elev Depth to limiting factor Remarks: Ground elev Depth to limiting factor Remarks: Ground elev Depth to limiting factor Remarks: E BY DE51GN 1432 1201h STREET, NEW RICHMOND, WISCONSIN 715-246-2454 PROJECT NAME: TROY VILLAGE DESCRIPTION: SW%, NWl/, SECTION 28„T 28N, R19W TOWNSHIP: TROY COUNTY: ST.CROIX I9 SUBDIVISION: TROY VILLAGE g+. RnncS ktc 'W a 7 7. 32_ a'-44 g� O_ 'lope M - c, N Hof � s QI 7C z, SCALE 1"=30' Tom Nelson BM 1 NE LOT Power box top Elevation 100` cstmo2605 BM 2 NE Lot Telephone Pedistal Elevation 101.53 Wis6onsin Dopartrnent of Gomm SOIL AND SITE EVALUATION Division of S eilfa and Services Page, of nurean of Inleyrated services in accordance with s. ILHR 83.09, Wis. Adm. Code � Attach complete site plan on paper not less than A 112 x 11 inches in size. Plan must County include,but not limited to: vertical and horizontal reference point(BM),direction and percent slope, scale or dimensions, north arrow,and location and distance to nearest road. Parcel I.D. N APPLICANT INFORMATION - Please print all information. Reviewed by Date Personal information you provide may be used for secondary purposes(Privacy Law,s. 15.04(1)(m)). Property Owner Property Location ' .e r tL,1&/0�p)jj Govt.Lot 114 1/4,S T N,R E(or)W Property Owner's Mailing Address Lot If Block# Subd.Name or CSM# V I City State Zip Code Phone Number ❑ City ❑ Village [Town Nearest Road New Construction Use: residential if Number of bedrooms Addition to existing building ❑ Replacement ❑Public or commercial-Describe: Code derived daily flow W gpd Recommended design loading rate bed,gpd/ft2 trench,gpd/ft2 Absorption area required bed,ft2 trench,ft2 Maximum design loading rate bed,gpd/ft2 trench,gpd/ft2 Recommended infiltration surface elevation(s) ft(as referred to site plan benchmark) Additional design/site considerations Parent material Flood plain elevation,if applicable n S = Suitable for system F�Con,.ventional rt �� ' Mound In-Ground Pressure AT-Grade System in Fill Holding Tank U = Unsuitable for system I/Yu �S ❑ U ❑S &U ja S U ❑S K U ❑S � U SOIL DESCRIPTION REPORT Boring rHonfizon Depth Dominant Color Mottles Structure GPD/ft2 9 Texture Consistence Boundary Roots in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. Bed ,Trench .L° 1 �3 Ground elev. n. .S �y Col Z v 5 • Depth to limiting factor in. Remarks: 13 i"Al I OJ KV rte, G(I 1 l - c SAFETY AND BUILDINGS DIVISION Field Operations Bureau 13 East Spruce Street iscons�n Chippewa Falls,WI 54729 Department of Commerce Tommy G.Thompson,Governor Brenda J.Blanchard,Secretary February 05, 1999 CUST ID No.263197 DATE RECEIVED 08/19/1998 FEE REQUIRED$ 80.00 ENVIRONMENTAL BY DESIGN FEE RECEIVED$ 80.00 1432 120TH ST BALANCE DUE $ 0.00 NEW RICHMOND WI 54017 WiSMART code: RE: FILE CLOSED TRANSACTION ID NO.143692 SITE: SITE ID: 1260 ST CROIX COUNTY,TOWN OF TROY SW1/4,NW 1/4,S19,T28N,R20W TROY VILLAGE-LOT 19 FOR: DESCRIPTION:LIFT MOUND RESTRICTIONS-LOT 19 OBJECT TYPE:POWT SYSTEM REGULATED OBJECT ID NO.:420426 Due to failure to respond to our request(s)for additional information,the submittal as described above has been CLOSED,with no action taken. No refunds of fees paid to date shall be made. One copy of the submittal will be retained in the office listed above. The balance of the submittal is being returned. Should you desire to proceed with this project,new fees,completed application form and submittal of plans/specifications will be required. Inquiries should be directed to me at the telephone number listed below,or at the address on this letterhead. Please refer to Transaction ID No. referred to in the regarding line when making reference to this correspondence. Sincerely, L roJG.J ky Wa w ater Spe i list ield ons Bureau (715)726-2544 Voice (715)726-2549 Fax Ijansky@conunerce.state.wi.us cc: : Derrick Construction-New Richmond,WI _a St.Croix County Zoning-Hudson,WI ^ }� WIN 1 y , L i WmconsM oeaaornont of IndustrY. SOIL AND SITE EVALUATION REPORT Page I of 3 _ labor and Human owlauOns Oiwsson of Safety&OU116095 in accord with ILHR 83.05.Wis.Adm. Code COUNiY 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 pant "o of slope,scale or PARCEL 1.0.# dimensioned,north arrow, and location and disc a 7ol.Er%d.APPLICANT IN FORMATION–PLEASE ORNA�td REVIEWED BY GATE PROPERTY OWNER: ° ' ATY PE LOCATION E 1/2S 24T 28 NR 20 W TOM RUEMMELE & JOHN AND B RU G LOT tI4W 1/2S 19T 29 NR 19 )W PROPERTY OWNEA':S MAILING ADOAESS —' T x �tif3('K-!e SUBO.NAME OR CSM ft 260 COUNTY ROAD F STCROiX 9 I I TROY VILLAGE CITY,STATE ZIP C00 HO fflgFICE CITY [:VILLAGE ®TOWN NEAREST ROAD HUDSON W 54016 –2902 { ROY 5'f' A rjja A?fLWA`( New ConsIROW Use(X] Residential/N bf b d 4 ( ] Addition to existing building L ] Replacement ( ] Public or commercial describe 600 Recommended des load' rate �I• ¢ bed, trench.gpdAt2 Code derived daily flow gpd � m9 rL_. 9P� Absorption area required.-50'0 bed.ft2 ,5OG trench,ft2 Maximum design loading rate p• 0' bed.gpd/1112 ©•S trench.gpollt2 Recommended infiltration surface elevationis) BY DESIGNER It (as referred to site plan benchmark) Additional design I site considerations No TES Oit/ / ' Parent material X 5.5 fLZ- O Rood plain elevation,if applicable N/A ft S i Suitable for system CONVENTIONAL MOUND INGROUNO PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK U-Unsuitable for system 10 S OU I ®'S p U O S 2'U I o S ®v I Q S 1ZU I o S ZU SOIL DESCRIPTION REPORT Depth IOominant Color I Moines (Texture I Structure I GPO/ft Bonng # Horizon in Munsell ou.Sz.Com Color Gr. Sz. Sh. Bed iTtench A 0-10 10YR 3/2 --- sil 2msbk Imfr aw 2vf-4 0,510.6 2 –4 0,5 >; B1 10-15 lOYR 4/4 --- sil 2m–csbk mfr gw lvf 0.5 10.6 Ground B2 15-35 10YR 4/6 --- sicl 2m–cabk mfi cw lvf 0.4 10.5 elev. I 0.7 0.8 OSE M1 904.0 tt. B3 35-38 lOYR 4/6 --- 1 Depth to C1 38-52 10YR 6/6 --- s Osg ml as lvf 0.7 0.8 lirniting factor C2 52-74 10YR 6/6 f2d 10YR 3/4 s . 0sa lyf --- --- 52" I 1 Remarks: Boring # A 0-12 110YR 3/2 --- 1 12f–msbk Imfr Icw 2vf–f 0.5 ':'0.6 - 72 ..`I B1 12-19 10YR 4/4 --- cl 2csbk mfr g w 2vf 0.4 `0.5 B2 19-38 10YR 4/6 --- sil 3mabk mfi c v 0 0.6 Ground elev. C1 38-54 --- 904- 1 ft. Depth to C2 4-74 10YR 6/6 f2d 10YR s Osg ml --- lvf -- --- limning factor Remarks: Names–Mats.Print DAMES'D, p(WS Phone: (715) 425-7831 OGDEN ENGINEERING CO., 113 WEST WALNUT ST., RIVER FALLS, WI 54022 Signaoure: Oates /,d/�/ CST Numtxr. CSTM03988 PAOPEATY OWNER SOIL O E S C R I P T I O N REPORT Page 2 of 3 _ PARCEL I.0.s Oeptn Dominant Color I Ivloriles Structure Cors�en� Bourg Roots G'OWtl- Horizon Texture (,A-AV. r. Sz. Sh. I Bed TrancM Boring # I A —9 OYR 3/2 I --- 2 —m0- %shk mfr 370 cl 2msbk mfr gw of—f 0.4 10.5 — --- B2 6-28 OYR 4/6 --- sicl 12m—cabk litifft cw 2vf Ground 04� ft B3 8— --- C 7-75 10YR 6/6 --- Is sg 1 I--- Lvf 17 .8 Depot to I lirrnting Remartcs: Bonng# Ground elev. ft. Depth to firmfing factor Remarks: Boring I I I I I I I 1 i Ground elev. f t. Oepth to i limiting I I ! factor Remarks: Boring # Ground elev. fL Oepth to liming 1 factor RemarM: S80413301R.o13= PAGE 3OF3 SITE PLAN NOTES: HOUND TMINIMUM A MINIMUM 0�25'BETWEEN ROM DWELLING; 50' pM EXISTING WELL; 5'GROUND. FROM LOT LINE. MOUND s r l�N�vC s P�,excvA r 3�z Q / A9 wIP6 1/771-/-r g by ,EASe 419IV7- ��• ❑ -7 Z_07- GoT / 9 1' Z ©7- �g �F�/�H�'J,y,ex Tom oc 2 Ni4/L //V 80 x Ec.phi \ SCALE: 1 " = 40' OGDEN ENGINEERING CO. DAME FILKINS, CSTM03988 Civil Engineers & Land Surveyors �l6 / , 113 W. Walnut St. River Falls, WI 54022 DATE: / 1r (715) 425-7631