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HomeMy WebLinkAbout032-1046-40-300 Wisionsin Department of Industry, SOIL AND SITE EVALUATION REPORT Page / of _ • Labor and Human Relations Division 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. Plan must include,but ( :)it1"1/i( not limited to vertical and horizontal reference point(BM),direction and%of slope,scale or PARCEL EL I.D.# / /, dimensioned, north arrow,and location and distance to nearest road. D 7 —JOY h-1-f 6- 3O0 APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION REVIEWED' DAT>; PROPER OWNER: PROPERTY LOCATION flco� GOVT.LOT %i 1/43/ 1/4,S// T ,( ,N,R / ee(orr PROP RTYOWNER':5MAILING ADDRESS LOT I BL CI# SUED.NAME CSM --- /� 7�r C STATE T ZIP CODE PHONE NUMBER ❑CITY VILLAGE OffOWN NEAREST ROAD _ } /.c)d' �7�s-- V/5-.)-,3i/7-,?5- 99' s, 7e. `/�'`4,c1, i?S m �� y] New Construction Use [)(J Residential/Number of bedrooms —� [ Addition to existing building L ] Replacement [ ] Public or commercial describe So ke./. ,/ t , 0 dL_.r Code derived daily flow �n gpd Recommended design loadini ate , 7 bed,gpd/ft2 , trench,gpd/ft2 Absorption area required ,/ .7) bed,ft2<cZ? trench,ft2 Maximum design loading rate , 7 bed,gpd/ft2 ,R trench,gpd/ft2 Recommended infiltration surface elevation(s) &V, ft (as referred to site plan benchmark) Additional design/site considerations Parent material ©/ m-y,/ ,� /Q ,0.,,I? .e,,,„ /.,a"5;,,,,A Flood plain elevation,if applicable /r.� ft S=Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK U=Unsuitable for system 0S 0 EIS ❑U ®S ❑U ®S ❑U ❑S Elu ❑S ►=iU SOIL DESCRIPTION REPORT Boring# Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft2 in. yM�u�n/sell Qu.Sz.Cont.Color / Gr. Sz.�S/ph. Bed Trench : ./....... / !7-O //9 W,--,7i ioil- is /,,,sd , / i,) c�iy, , 7 ,8 c 9_/// j„c e,,�/? ,ri/- /.s- / L6. .�/ q,J I7 , 7 ,S Ground / f ic , 7 ,s e 3,-) lev. /eft. -1 ies-2� e' ysy' . A c /,.....c:y, / -- — . 7 ,g Depth to limiting factor ?9. Remarks: Boring# - / - 7 / / �/ ,,)/ 4 / s , I !Lt.) c2..... . i 7 .8 i: ? ::::: 1_ /„,a ,.... / ,214 1 1.4--• . 7 /49 , Ground /s'- 75 i '1/� .ft2 A Lcii- _,,/ K� /� . 7 ,S /nis ft. 9. c"i Ak',.� ^ vim- Depth to P. '' 'ceps. limiting ' F: "`a� V__ factor 'Y'<' r J •,-t (7: ‘ C .•., f 1.". Remarks: c Si'� CST Name:—Please Print i * �� c,. -Address: �7 &A' , 1,e, 'i J Ic c s_/ � � ! Signature: Date: / � y CST m er� PROPERTY OWNER ,c c jiAis J-Li SOIL DESCRIPTION REPORT Pa PARCEL I.D.# Depth Dominant Color Mottles Texture Structure Consistence Roots GPDfft2 Boring# Horizon in. Munsell Qu.Sz.Co/ nt.Color Gr. Sz. Sh. Bed Trent P ~' / a--// /z y.-9/.-9/ /s L cii / y w ,– 7 ,8 ‘6,7 7 ,k Ground /l 2 z 7�5� /� � L_�./ / 2 w l , 7 S� elev. /hYG2 ft. 9L ysV Se,r//. /e) „/ — -- y - 8 Depth to limiting factor Remarks: Boring# 8 /4 5C'-21 7 ,X Ground ? �c=22 y�S'SE'S`y / 9. /c , 7 , 105;3 ft. - -s � � / — — 7 ,g Depth to limiting factor Remarks: Boring# 4'7 /0 X2---2// .422 , /e ,-?/ / / 7 ,g Ground... 4-1/ y�" �/ X 7l / , 7 //9Z,,s—ft. Depth to limiting factor Remarks: Boring# Ground elev. ft. Depth to _ - limiting factor - Remarks: SBD-8330(R.05/92) �s /916.5_30,r.5 ji/ .EVeon/ ( )....W -- /e'''''y. /Y)/S ,)% .5i.e /', 7`.2/A/,//7/J 1 I? 1 Spf",�S/c T � .T.S�c�S � .�s,.f A S /6,-/- 40 of NUJ hi s : -, iae,o m, / = y sa.¢A- X - -/a3-y-Z/ 0 SST; a y-1/ 2 a/d''/vF i , ,,,./.:,_/ ,,,. / /‘e,' / ' \ l` --?49' > CS7.9 ✓ ' 37' ,A I. d I , ,,4,- t :.28` I_ f __ _ i _ 1 i -?1 io [S"- ,20-7-3 . . CERTIFIED SURVEY MAP Located in part of the Northwest Quarter of the Southwest Quarter of Section 16, Township 31 North, Range 19 West, Town of Somerset, St. Croix County, Wisconsin. Prepared for and at the request of: LEGEND Steve Hanson 09 Aluminum monument found 2131 40th St. Somerset, WI 54025 0 Set 1" x 24" Iron Pipe weighing 1.68 SCALE I" =200' pounds per linear foot 1 zoo -r--• fence / — — — 5246.24' — — — Z W1/4 CORNER SECTION 16 / UN PLATTED LANDS E 1/4 CORNER T3IN, R19W / - SECTION 16 er 210 �-�-». N88°59 44 E 740.08' ��l\ .00' EAST- WEST QUARTER LINE �- 4296. 16' I ,N VOL. 751, N N I(1) 'O P0. 114 O Lv 0 10 0 0 LOT I W N88°59'44°E w w y=m V to m> I C ./ --210.00'- f TOTAL AREA 276,534 SQ. FT. (6.35 AC.) 3 C 7 I� --I'75.71'-) LESS R/W 272,098 SQ.FT. (6.25 AC.) mmczi ' 34.29' °-4 1,-p 200.00L< 'N )-NO2°51.3414 127.97' o1� mzm 1 IN \ ' 35.07'r _-- - 914. .99' -- - -� mm x, 1 I— frOss 848.99' 88 5653W 950.06' -- _ ,0 nom zom 10 \ - NO2•5I'34"W 72.03' z-i� N z rnz -u-S88.56'S3"W 88.00' wym oho —_ -- EASEMENT FOR DRIVEWAY TO W W:' W , W Z LOT I -COMMON ENTANCE w p ro� N WITH LOT 2. p 1-'r0 �o w LOT 2 N m 0 gW-�,,, TOTAL AREA 317,794 SQ.FT.(7.30 AC.) cn is 0 �- LESS R/W 300,959 SQ.FT. (6.91 AC.) oN iv * ° '- W Z�w 37.10' 912.94' o ,n+ ma -1 o wI` — - - S88°54`02"W 950.04' - - —�'� w: io * m I v) i t 'n Z 12 'y o W o LOT 3 wo coo " TOTAL AREA 317,794 SQ. FT. (7.30 AC.) N o °, Coo O o _ LESS R/W 274,968 SQ.FT. (6.31 AC.) -_ - -- 66'-► RESERVED FOR ACCESS TO LAND EAST OF LOTS 141 ...._.04 . S88°51112"W 911.09' 33.01' 10 p- u{ --S88°51' 12"W 950,02'- - C, 1-1 IS —„ ElGARAGE S88°51112 12 W 910.69 I(f) BARN 33.01' IH Z WELLO . O . W W 2 HOUSE °SEPTIC A LOT 4 VI 2N tJl A O o _; TOTAL AREA 325,382 SQ.FT. (7.47 AC.) N(0 N'- w LESS R/W 281,552 SQ. FT. (6.46 AC.) °_tO_ • � 0 41.21' 908.79' ( 0 588°48'17"W 950.00' o . SOUTH LINE OF THE NW 1/4 OF SW 1/4 IW UNPLATTED LANDS Icn --------- ----- O Up c SW CORNER ® Drafted By: D.J. Z. SECT ION 16 y s 4 J 7:.:9'°1 • II 1 ( Sv llQ "jfQ �y J \CJ • >' 61£t-9t'Z (S LL) Tay - ON 30 , LLO 'S IM 'puowgotg MaN `.............. 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