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r Wsconsin Department of Industry, SOIL AND SITE EVALUATION REPORT Page // of _5 Labor and Human Relations Divkian 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 ,� (7(rmitt not limited to vertical and horizontal reference point(BM),direction and%of slope,scale or PAR CEL I.D.# dimensioned,north arrow,and location and distance to nearest road. 07 A'16 v,6 -4iLb oo b APPLICANT INFORMATION—PLEASE PRINT ALL INFORMATION REV17IV DATE PROPERTY/OWNER: PROPERTY LOCATION A.)/ ' (T^) fj( GOVT.LOT,/GJ 1/4`cL) 1/4,S/; T ,N,R /9, X(or)0 PROPERTY OWNS . AILIN ADDRESS LOT# BLO # SUBD.NAME•4041014111 ol�r� _ }� x/35 � ° lJ � � Al �3 CITY,STATE /1 ZIP CCOODE � PHONE NUMBER Q ]CITY VILLAGE ®f WN NEARES We / X,,, "' .c,$.� Gtl% c� /.--. !/ VS-).-✓44 _?Sr / �")",.c'rie's.,T WU Ss y(] New Construction Use [)(] Residential/Number of bedrooms . ? Addition o existing ilding j ] Replacement [ ] Public or commercial describe )1"bt;]__ .0i 1r e-Le./}24-k Recommended design loading rate d,gpd/ft2 , Y trench,gpd/ft2 Gd Code derived daily flow j�s"r7 gpd 9 9 . Absorption area required,-? bed,ft2 _c ? trench,ft2 Maximum design loading rate ,7 bed,gpd/ft2 ,g trench,gpd/ft2 Recommended infiltration surface elevation(s) /06,c— ft (as referred to site plan benchmark) Additional design/site considerations Parent material , 1 - , A, '�; , . _.. , ,. A ;Flood plain elevation,if applicable A , ft S=Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN,FILL HOLDING TANK U=Unsuitable for system ©S 0 EIS DU .IS DU 1S 0 0 ®U 0 2 U SOIL DESCRIPTION REPORT Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ftn Boring# Horizon in. Munsell Qu.Sz.Cont.Color Gr. Sz. Sh. Bed Trench ...:. o f Z xc.,7/ 4 A /mss.il .� / .1‘,,) -2-, . 7 8 1� �9 ion ,„I A /sZI _/ 3:,, /, ,7 ,g Ground ,s i9- ? 7s" '-51�� fir/ /, ,/��.�,/ �/ 3;v 1 f' , 7 ., elev Jft. - Depth to limiting factor Remarks: Boring# IlL 11 MIKIIIIPPAIIMIMI' i IMINM--- 1 MEM 1111H— NM INIM Ground 11 1 ='I M LIVIMPIMEINIMMINIMINIM\V;" ,■, /airft. 0 .y, Depth to ��' i;�4e,F�� limiting fib;� r, i c� factor r, `,. '' <1 _ f,0 ,r. '. Remarks: �r�i .rr; c14 CST Name:—Please Print ai ///7 Phone: y k :. Address: 9 �. �!`-�jy' Signature: ` ' J/ Date: / / Numb!�:/ PROPERTY OWNER icA/5-4A) SOIL DESCRIPTION REPORT Pagez,Z of y PARCEL I.D.# .r Boring# Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots in. Munsell Qu.Sz. ••nt.Color Gr. Sz. Sh. Bed ed T Tren rench 1116:. WNW* .�� � / � Ground RPM . elev. LOPMEMIIIIMMEMINIMINIMNI — Depth to limiting factor Remarks: Boring# (f —J-2 //9 . ,,41Z )5 4. .tJ / -8 Ground 75- 3-5/1/ �s L /� . 7 elev. t. � s/� 9/ �sSSPs/ s — — I ,8 Depth to limiting factor Remarks: Boring# 1.1 D- IMMINFAIMMIIME/1111110111211 MillIMPEEN _al PIM Ground rim "ME elev. ' ft. Depth to limiting factor� -- ___-- Remarks: Boring# Ground elev. ft. Depth to - limiting factor Remarks: SBD-8330(R.05/92) c.r 3 of 5� A ��;S!�J�� $A /�,;�/,1,,219`4/ Ccr„,-,e_sA4 .1(;)7' 1 X A 8 / /�� ' }o B .5;J - .” izetA61 0f .3- 301 3 r .4 ?, p... I . i,. 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 & 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 100 0 200 ----,- fence /- - - - 5246.24' - - W I/4 CORNER / E I/4 CORNER SECTION.18 UN PLATTED LANDS T3IN, RI9W / SECTION 16 _ _ �« N88°59 44 E 740.08 210.00 0— - - - EAST - WEST QUARTER LINE 4296. 16 n z IN VOL. 751, N N U) ,0 P0. 114 O (N 10 0 Q -4 LOT I w W a-+ N88°59144"E (4- -,I yma C -210.00'--- :1 f TOTAL AREA 276,534 SQ. FT. (6.35 AC.) - c > CO /0.--175.71- LESS R/W 272,098 SQ.FT. (6.25AC.) �- mmai �, 34.29' v'Acn •-p 200.O0' ( ;NO2°51'34"W 127.97' 0. m 914.99' - - _ _ - mzm(V A-35.071__-- - , - 84.8:99' - _� nom 4 z mmm - -S88°5653"W 950.06 -- - z1m \ ,"NO2.51'34"W 72.03' 01m --a-.S88.56'53"W 68.00' 0fr0 _ EASEMENT FOR DRIVEWAY TO 4 C �` W . (,J Z LOT I -COMMON ENTANCE 04 CA W'"o CA ro8,4O WITH LOT 2. .A Z8_gW LOT 2 N w TOTAL AREA 317,794 SQ.FT.(7.30 AC.) O Ic oN 4„- LESS R/W 300,959 SQ.FT. (6.91 AC.) NN i v° ° ' r w Ir Zo 37.10 912.94' p I a I m " '0 i> - - •- S88°5402 W 950.04 - - --, w o o w _ I T * m N Ir � *▪ _ in Z Ix • o W o o LOT 3 W o o 'y cob r,)- � o o TOTAL AREA 317 794 SQ. FT. (7.30 AC.) iv N M o 'o = LESS R/W 274,968 SQ.FT. (6.31 AC.) - - 66'-. * RESERVED FOR ACCESS TO LAND EAST OF LOTS I.4 S88°51'12'4 911.09' 33.01' I� p- _____---Got --S88°51' 12"W 950.02' - - CI -- IS ' J • OGARAGE S88°51'1 W 910.69`�- IU) n OBARN 33.01' 171 Z WELLoCl W CNN HOUSE oSEPTIC O ° LOT 4 u4 01 N W N A 0 8 N O tO .i TOTAL AREA 325,382 SQ.FT. (7.47 AC.) N- --s LESS R/W 281,552 SQ. FT. (6.46 AC.) O_t0- 4-41.21' 908.79' 888°48'17"W 950.00' o SOUTH LINE OF THE NW 1/4 OF SW 1/4 . I IW UNPLATTED LANDS 0 Ico r:SW CORNER Drafted By: D.J. Z. 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