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HomeMy WebLinkAbout032-2004-20-150 (2) Wisconsin Department of Industry, SOIL AND SITE EVALUATION REPORT Page 1 of 3 Labor and 4umarfRelations` Divisign 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. PI Ln inclu b i& St. Croix not limited to vertical and horizontal reference point (BM), direction and % of s(mpe, scale PARCEL LD. # ;t 032-2004-20-8-IIT dimensioned, north arrow, and location and distance to nearest road. APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION RE IEVIIEDBY DATE t PROPERTY OWNER: RQPER,TV 6 LT. L N pfifi 4 NW 1/4;0' 1 T 30 N,R 19 f(or) W awvy~j She er PROPERTY OWNERS MAILING ADDRESS BLOCK # S fa. AlA OR 5' rn Vol. 12-pg 3343 1895 100th. St. Z400AP 0D HON EA CI Nw TARichmond, WI. 51 % E P 71 VIEW/ -5251 WN ( Somerset 85th. St. [ New Construction Use [x] Residential I Number of bedrooms J Addition to existing building l j ] Replacement [ J Public or commercial describe Code derived daily flow 450 gpd Recommended design loading rate '5 ed, gpd/ft 2 ' 6 trench, gpd/ft2 Absorption area required 900 bed, ft2 750 trench, ft2 Maximum design loading rate , 5 bed, gpd/ft2 •6 trench, gpd/ft2 Recommended infiltration surface elevation(s) 99.45 ft (as referred to site plan benchmark) Additional design / site considerations trenches spaced to code 3.50' below 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 HOIDING~ANK U=Unsuitable fors stem ®S OU ®S OU ®S OU [3S 0U OS ]EJU OS ~U SOIL DESCRIPTION REPORT Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft Boring # Horizon in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench 1 0-10 10yr4/3 none is Osg mvfr cs 2f .7 .8 2 10-22 10yr4/4 none scl 2msbk mfr 9w if .4 .5 Ground 3 22-84 7.5yr4/4 none co s Osg ml na na .7 .8 elev. 100.8 ft. CL Depth to limiting factor +84" _ / o Remarks: Boring # 1 0-8 10yr3/3 none is Osg mvfr cs 2f .7 .8 8-41 10yr4/4 none scl 2msbk mfr 9w if .4 .5 2 Li 3 41-96 7.5yr4/6 none co s sg ml na na .7 .8 Ground elev. 100.8 ft. <3 b Depth to limiting > factor +96" Remarks: G G CST Name:--Please Print Gar L. Steel Phone: 715-246-6200 Address: 1554 200th. Ave., N,,eNv Richmond WI 4017 Signature: Date: 8-26-99 CST Number: m02298 Z4 JID~1_ PROPERTY OWNER Sherman Boucher SOIL DESCRIPTION REPORT Page 22,, of 3 PARCEL I.D. # 032-2004-20-110 Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench 3' 1 0-50 7.5yr4/3 none co s Osg ml gw 2 50-96 7.5yr4/4 none sl 2msbk mvfr na na .5 .6 Ground elev. 102.7 ft. Depth to limiting factor +96" Remarks: Boring # 1 0-20 10yr4/3 none is Osg mvfr gw 2f .7 .8 4 2 20-96 7.5r4/4 none co s Osg ml na na .7 .8 Ground elev. 104.0 ft. Depth to _ limiting factor +96" Remarks: _ Boring # 1 0-10 10yr4/3 none sl 2mgr mvfr 9w 2f 5 6 5 2 10-86 7.5yr4/ 6 none ms Osg ml na na .7 .8 Ground elev. 103.2 ft. Depth to limiting factor +86" Remarks: Boring # 13 Ground elev. ft. Depth to limiting factor Remarks: SBD-8330(8.05/92) STEEL'S SOIL SERVICE Gary L. Steel Sherman Boucher 1554 200th Ave. CSTM2298 NE4NW4 S1-t30N-R19W New Richmond, WI 54017 MPRSW-3254 town of Somerset (715) 246-6200 lot #5-csm v-1"=40' top of NW lot stake C el. 100.00, ✓Alt. BM.= top of 1" pvc pipe @ el. 103.10, `J 60 ~t S d Gary L. Steel 8-26-99 Parcel 032-2004-20-150 03/02/2006 03:35 PM PAGE 1 OF 1 Alt. Parcel 1.30.19.477F-10 032 - TOWN OF SOMERSET Current FX; 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 0 - YOUNG, CONAN E CONAN E YOUNG C - YOUNG NICHOLE L YOUNG NICHOLE L 8238 325TH AVE NE HARRIS MN 55032 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description * 1790 85TH ST SC 5432 SCH D OF SOMERSET SP 1700 WITC Legal Description: Acres: 2.850 Plat: 3343-CSM 12/3343 SEC 1 T30N R19W PT NE NW BEING LOT 5 CSM Block/Condo Bldg: LOT 5 12/3343 EXC.15A TO STATE OF WISCON- SIN FOR HWY PROJ D#623541 Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4) 01-30N-19W NE NW Notes: Parcel History: Date Doc # Vol/Page Type 05/24/2000 623541 1513/149 WD 03/24/2000 620108 1497/519 WD 10/02/1998 588307 1362/366 WD 07/23/1997 718/140 more... 2005 SUMMARY Bill Fair Market Value: Assessed with: 77479 56,700 Valuations: Last Changed: 07/24/2003 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 2.850 45,600 0 45,600 NO Totals for 2005: General Property 2.850 45,600 0 45,600 Woodland 0.000 0 0 Totals for 2004: General Property 2.850 45,600 0 45,600 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 m / c k 1-'d FILED p 9 SEP021997► 11 ~,p >i 199 564781 KAMIMH.WMM 8epister of Deeds z o VEY AP Su~00irs RECD No DON CRANNELL w 0 LOCATED IN P HE NE 114 OF THE NW114, 1798 85TH STREET cw3 TOWN OF SOMERSET, NEW RICHMOND, WI n SECTION 1, T3 ON, R 19W, 54017 0 oM ST. CROIX COUNTY, WISCONSIN. 0 o~rV- z 3 pF w z of ~v 0~ u- F m O ZRH ER J. NZ I w oo -2 I LOT_ 1 C_S_M. a Zw VOL. 5, PG. 1375 N ^ C9 J m ~ A z I (n s Lu 0 S. T.H. "64" N1/4 CORNER SECTION 1 00 N 89'40'32" W NORTH LINE OF THE NW1/4 NW CORNER- 2334.87' b 333.65' 0 SECTION 1 372.68 ~ 3 33 ~I w, ~ ~ wl OUT \ N/ ~CP BUILDINGS I a ~ UNE OF pR~VE ~ ~y' i 7 I 00OHOUSE W co LOT 4 ~ ql 14.00 ACRES cV ~i ~Jf O 609,990 SQ. FT. N \ ~oyi 1I c~~ S 892842" E 465.8' AI WI Cwl C~ : LOT 5 co 3.00 ACRES N 0 R" vQi M N 130,701 SQ. FT. Z w 1-770 w S 89'28'42" E 465.89.' LOT 6 z o 3.00 ACRES N 130,702 SQ. FT. 00 588.60' 633.30- (N82-05,0.9,,W) 44.70' 17 O S82'02'4 UN~'LATTED LAND s E 1103.14' 4ss.84' LOT 1 (514.581) _ C_S_M LOT _1 VOL. 4 Z C.S.M. ~ LEGEND I I PC.__1037 ALUMINUM COUNTY SECTION CORNER VOL. 8s PG_ 2140 m MONUMENT FOUND • 1" IRON PIPE FOUND - 1" X 24" IRON PIPE SET WEIGHING c 1.68 LBS. PER LINEAR FOOT w 100 ROADWAY SETBACK LINE ~ m D . A SEPTIC z ® WELL SCALE IN FEET 1" = 200' ( ) PREVIOUSLY RECORDED BEARING OR DISTANCE 10L-AEL 0 0 100 200 300 Vol _ 12 Pane 3343 Wisconsin Department of Industry, SOIL AND SITE EVALUATION / Labor and Human Relations Page of 3 Division of Safety and Buildings "fin- ~ci nce with s. ILHR 83.09, Wis. Attach complete site plan on paper not lesWthan;8 1/2 x 11, hes in size. Ian must County - Sf• G/PO/7C Include, but not limited to: vertical and h iz nt'al refs M), direbt nand percent slope, scale or dimensions, nort w, and I distance to ~earest road. parcel I.D. # 007- O`C 2 1997 ! 3 _oa _ 7-0 D APPLICANT INFORMATION - e print-04Wmatio Reviewed by Date Personal Information you provide maybe used r s ndary pRvacy Law 1 04 (1) (m)).- / Property Owner Property Location D :D00 G RA Govt. Lot /16 114 /Vk)1/4,S l T30 N,R ~l E (or) Property Owner's Mailing Address Lot If Block# Subd. Name or CSM# 11q9 g' ste- Sr. 5 leslq belwo- 6Y3-3 3 City State Zip Code Phone Number Nearest Road /VW if 4~4,Aw Q /0, . 5S /N/ (?15 ) 2117'5'~y ❑ City ❑ Village Town ©5 s.r. 12 -Co-* ff New Construction Use: U Residential / Number of bedrooms 3 ^ Addition to existing building ❑ Replacement ❑ Public or commercial -'Describe: Code derived daily flow y&60 gpd Recommended design loading rate bed, gpd/t12 trench, gpd/ftz Absorption area required Sow bed, ft2 -sue trench, ft2 Maximum design loading rate bed, gpd/112 • 7 trench, gpd/f12 Recommended Infiltration surface elevation(s) 5-ex- P a • ~ It (as referred to site plan benchmark) Additional design/site considerations ?5ST 4-,.-_+ iPE QU/jt~Es )-100-4-;V Tel P-0. S YS 7" • Parent material S&UY'y&,V73 4MI, Cl- Tills Flood plain elevation, if applicable 1_4_01= it Conventional rM~ou~nd In-Ground Pres/sure AT-Grade / System in Fill Holding Tank S = Suitable for system I 7 U = Unsuitable for system El S a E [I U ❑ S E! U ❑ S ~ u, El S 0-0 El S SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Structure GPD/ft2 9 Texture Consistence Boundary Roots In. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench o•/~ /oYe 313 Zs i WS es 17r- .-7:.93 Ground ' Q /o v)e Z/111 -F I P A-l 0+!; / , 14 : . S elev. 7/6 ,J 77' 4-2-ft. 41/12-- - Depth to limiting factor Remarks: LOL~/~ ZQ.~ ~ /~%Zo.J 3 ClJ1f S ,S~7`ul Lt.-71~~ . Boring # /o Y~e 313 Z-5 lh~r 5 1~ • 7 ; •g z 2- • Y io 3/ L5 ,Q c S Ground d -42 L! sa -de Q • 5 elev. 7.5 yfe A-7 Depth to limiting LL lector In. Remarks: 1-01411&1 12-o ! 671C A?/ Zo v CST Name (Please Print) Signature Telephone No. tRosep_r 1.1 Lt3R i c~T- 71S"• 3810 • 9?/8 S Address Date CST Number Ulbricht 8 Associates Private Sewage Consultants 865 O'Neil Rd. Hudson, Wis. 64016 ORIGINAL Y PROPERTY OWNER f7p v Ce+vMS 11 SOIL DESCRIPTION REPORT Page of 3 6137.-z0 0Y• 2»v ~La7 PARCEL t.D.a>E 2 Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench 3 i d' 1 /a y2 3 /-/',f -5 Ground 3 f 5 C L / L; 3 UD. -t 40e 04 elev. Depth to limiting. factor' EJ I in. Remarks: Boring # Ground , elev. , ft. Depth to - limiting factor - Remarks: Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPDM2 In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench Boring # Ground elev. tt. , Depth to limiting factor in. Remarks: Boring # 7FT] Ground elev. ft. Depth to limiting factor In. Remarks: S13DW-8330 (R. 08/95) .t:!Ale) l3M / . , ~ cLV0, ro p OF So P o iE~Yo p- -s U L 10 7- o ~/G 5 - - - - - 33 a /,o r - ~ 33 - . . ~ l09 J 3 30 W 1 aZ /IS/Al Z 515F-r. To OF z" Puc, (Jae 6(,c 0, = 1 O Z , Z5 zgo SUyy,~sT~I~ 2lsviFo,PM Co.~favp L~;v~: 7%60 s yS7 C`'/.? v. wl S v Fi 60 o_ s©.. Cdr raj ~ N CERTIFIED SURVEY MAP OWNER oz= DON CRANNELL w3 LOCATED IN PART OF THE NE114 OF THE NW114, 1798 85TH STREET 017 ~ (nN SECTION 1, T30N, R 19W, TOWN OF SOMERSET, NEW RICHM0 54D, WI o~V) ST. CROIX COUNTY, WISCONSIN. 0 0 mzm ~ww wwF_ m wop LOT_ I C_S_M. Q z W I VOL. 51 PG. 1375 z _ _ v, N zm o S. T. H64 _ N1/4 CORNER 'to _ SECTION 1 ao N 89'40'32" W NORT}i LINE ~F_.THE NVJ(1.,l4. N 89'432'.'_,yll._-_.• NW CORNER 2334.87' o y~ 333.65' 0°0 SECTION 1 ,gyp 89'08'03"W w° 333' \ wl \ Q~ OUT I I n?~ BUILDINGS ~ I C a ~ ~ f~ ~ o• \ O OHOUSE NI m ~i A, LOT 4 Lo ' 14.00 ACRES N e~ yQi .,pct 871,395 SQ., FT. CV N~ ~oyi ~kjp` S 89'28'42" E 465.89' A \ LOT 5 ~ 0)/ 4m 0 Lo to ~ 3.00 ACRES m 03 0 4 130,701 SQ. FT., N p 0.'I v Lo ZI w S 89'28'42" E 465.89' v_, LOT 6 6 Z o 3.00 ACR M o, ci 130, 702 SQ FT. o 633.30' Sb% UN 5820246" TES 4 Z PLA?'7'E'D _LANDS' E 1103.14 ss.s4r- LOT _ 1 - I C_S_M. LOT_ 1 VOL__4, LEGEND $ I VOL. 8 PG. 2140 PG. 1037 ALUMINUM COUNTY SECTION CORNER MONUMENT~fOUND.. . • 1" IRON PIPE FOUND 1" X 24" IRON PIPE SET WEIGHING 1.68 LBS. PER LINEAR FOOT W • . . . . 100 ROADWAY SETBACK LINE I& SEPTIC '•"'"~""~~•.w.....,,,,,~~ ? ® WELLSCALE IN FEET V, = 200' 100 0 100 200 300