The URL can be used to link to this page

Home My WebLink About032-1095-70-015 (4) • lA A I HH (57- aa• — /13 •s. Dept.of Safety and Pro -- -•' ces Wi - EVALUATION REPORTQ Page 1 of 3 Division of Safety and Buildings 1^t1, M 1 iwic4Beriiiath SPS 385,Wis. Adm. Code r� / � � � Camty 5f, Ctoi b r I Attach complete site plan on p•per not less than 8 1/2 x 11 in- in size.Plan must include,but not limited to:ve r•.I and hbrizdntal fefeFbntie ••int BM),direction and Parcel I.D. percent slope,scale or dimen-orfspftba v® -,•'=r• =5,•S• •d distance to nearest road. 0 32-/Off-7o-0/S Please print all information. Reviewed by) / Datee Personal Information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). A,N ,(Ij�..r, l ) 7/1 7/2 z. Property Owner Property Location �j u { /'// John d.- /`e/I7 Ploptpe-iif Govt.Lot 5 E. ,1/4 St4/1/4 S 27TI/ N R /9 I(or)® Property Owner's ers Mailing ing Acfdre ss x Lot# Block# Subd.Name or CSNI#(3f-nlAy C•SM City 8 U State "Zip Code Phone Number 071City 0 Village ®Town Neareste Road -�- Soilersc+• 1 kI 1 SS/ozS 1 (71S )760- Oc/2i SOMCi•Iet' 1 C yr RA Z [ii New Construction use:❑ Residential/Number of bedrooms 4( Code derived design flow rate 6 00 GPD ❑Replacement 0 Public or commercial-pe scribe: ¢� Parent material / ' *Ci f w AS/r /r:4-4 )' Flood Plain elevation if applicable /V A ZL Lt.r X ft. General comments 'gale lyre d* 98,orrCA lice and recommendations: Boring# Boring O ® Pit Ground surface elev. `o•8 ft. Depth to limiting factor 4 32 in. r- — Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM ' in. Munsell Qu.Sz. Cont Color Gr.Sz.Sh. 'ER#1 •Eff#2 I o- lo /DY83/2 NA 5L 2ms6k /77PE C s 2G or 6 /, O 2- /0. o SYR s NA L zms A m,cl. c w 2c or 6 or 8 3 20-32 SYR '/6 NA sz 2ms6x flat c w 2 Al 0r 6 I o y 32-81 5Yif 1 f/F 2,s7R '3 IL ors, /nP; — / vc' 6, 2 0 ,6 • Boring# 0 Bow - 2 ® pit Ground surface elev. 96.0 ft. Depth to limiting factor < 26 in. Soil Appication Rate Horizon Depth Dominant Color Redox Description Texture _ Structure Consistence Boundary Roots GPD/ft = in. Munsell Qu.Sz. Cont Color Gr.Sz.Sh. -En, -Eff#2 I 0- 8 /orR3/z iYA 5 2ms1k m1t CS- 2c o!6 /,o 2 8- is 3"1 -5"" NA L- 2msA m42' c(c) 2c 0,6 0. 8 3 Is 26 CM "/ ' tiA 51- 2rrms6, in.4,/ cut 2. 01 0, 6 /, a N 26-82 sr `'/6 . f/f 2,5YR3/3 SG. 0M I?') � — fv o,z a , 6 •Effluent#1 =BOD 6>30<220 mg/L and TSS>30 <150 mg/L •Effluent#2=BOD ,<30 mg/L and TSS <30 mg/L CST Name(Please Print f S' nature r�Ll.� /_ Q g 3/ umber !✓rlcC.. QMC1I Address Date Evaluation Conducted Telephone Number '9i— /92 apt- ,Somers-cf /VT . 6 -3-,2022 7/-r 7/o- 6yas- Cot Property Owner John /PD Parcel ID# o3Z• /095-)0-air Page 2 of 5 3 Boring# El Boring ® pit Ground surface elev. 98. Y ft. Depth to limiting factor <Z4 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. •=tf#t •Eff#2 I 0-9 IC YR ?/i /VA S[ 2ms6k m-Fr [cs 2 c 0, 6 /,0 2 Y-19 51.1? NA /11 c w z G 0, 6 0,8 3 19--2? SYR c//6 N4 $ .2 ZS'M /2i P,- c w am o. tS /.0 V 29 $o sYR r/F 2,sne Vi SL onr, M><'; — f 0,2 0,6 Boring ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure consistence Boundary Roots GPD/ft in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. •Eff#1 •Eff#2 ❑ Boring Boring# Ground surface elev. ft. Depth to limiting factor in. ❑ Pit Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure consistence Boundary Roots GPDMt ' in. MunseN Qu.Sz. Cont.Color Gr.Sz.Sh. •Eff#1 •Eff#2 •Effluent#1 =BOD `>30<220 mg/L and TSS>30 <150 mg/L •Effluent#2=BOD S<30L and TSS <30 ng/L The Dept. of Safety and Professional Services is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format,contact the department at 608-266-3151 or TTY through Relay. SBD4330(Rl rn 1) r . OWNER Page 3 of 3 Name Tohn d- f fc fir Pion fft`r Brian Pamell Address I$68 cfr RJ 2 CST 23,1314 So ineiset WI Date -7-1o22 A Benchmark 1 70 I Y.2 Pic p.'9c EL, /00.0 j A Benchmark 2 72P I yZ Pvc P;fe EL, 99.0 ❑ Soil Boring U_J Suitable Area 1"=40' Scale I \ II \ Nii.041 2 i g 1 6,6, )1 ,t.‘...C.tj- - 1 Lot 3 li._ >` s,. i5 r Si 3 I ker1.'1 s r3 0 ; ‘ 'i2 Ji *11‘ - I x v Sioee - A 9A:o1 0 1 ! I - CERTIFIED SURVEY MAP LOCATED IN PART OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER AND PART OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 27,TOWNSHIP 31 NORTH, RANGE 19 WEST, TOWN OF SOMERSET,ST. CROIX COUNTY,WISCONSIN; BEING PART OF LOT 1, CERTIFIED SURVEY MAP,VOLUME 30, PAGE 6699, DOCUMENT NUMBER 1088850. cswt-R 0a2- -033 [�C�C��dC D LEGEND ® rf li IeI�lr�l s FOUND COUNTY SECTION SOIL BORING JUN .06 2022 CORNER MONUMENT — — — — BUILDING SETBAC LINE St.Croix County r. 0 FOUND 1-1/4 INCH OUTSIDE FRONT: 50 E'ommunity Development z DIAMETER IRON PIPE SIDE: 10 E a W REAR: 25 FEET W ^ • FOUND 3/4 INCH DIAMETER BAR a ,,,v. — —940— — INDEX CONTOUR '" =W O SET 1 INCH OUTSIDE DIAMETER BY t 0 i 18 INCH LONG — -- INTERMEDIATE 2-FOOT CONTOUR i c W 5 IRON PIPE,WEIGHING 1.13 LBS. m ^+"o cg PER LINEAR FOOT = m a o C.B.A. f CONTIGUOUS BUILDABLE AREA o z LL 1 —x— BARBED WIRE FENCE I u� NORTH � el *u ......................... "`'"''''"'::'"'':':' 25%SLOPES SCALE: 1 INCH=250 FEET 25%-30% SLOPES 250 125 0 250 VERTICAL CONTROL DATUM: NAVD 1988 CONTOUR INTERVAL: 1 FEET NOT TO SCALE \N. \\r 1 I.1 . ilA-1 \\\\1)1) 1. ___ J ry` , tom. a -,,t _' — f ) O14I _ \ � j\ �\ \ \l' "1 N. -- ' N ( tir\ �` -• — t \'- - 111 \�\\\s ��- \` \\\ \ 90) t3-• LSO \ \� '1,�15)ii(�\`\� ��.�:-' s`�s - N\ 3 —1:-....-� /� ` - ��\ \ ) i1 }( \4)'-�� ‘\ — — — — -. �o \\\{ J ' \`-L \ r �` 'i 1 r `-+�\ , I �.�. ,I.,.:.! \\• \ ----��O/ \•\ we'l6' \\`\[��,, ( \1,k;�,� y/ \\`� 11 t� —\ �, l 92p J f, W' � � �,\` NA \\ \ (}C \ 'f\\, - 0o , � -N o ^cb o; -)LOT 2 / ( \ 7 \~� `�' :".•--;- -.."-k --— :-....- -- '''-d k. 2E3 /101,90A--eft,!.5_,Apit. ' \, Art' .0c-, '."-- -\\s, P Nelk;-4',....2.\ s's...... , '7:4' ‘ r:-;)ii„,,yt.:-.71: 1/-C \T . pc„,c)( ‘,,,,,i3., \ca \\.,kkl.),/ .40 --N.-..„4 \\\\r I— e?, s.os 1)�:'::' LOT 3 rLOT 4 t• \ j 6 A /rrl' j �)) �'2 f 1 ` 1 iLOT 1 i N 1�)1,;',.o,;T�,` • `,�3 f .�— P. . �%n\`\\l l c�5�®"/ G ((`(- ! I<8« t,0ol /r .- irr. °--fr, ,- ` .•i ` - 1ab4• �•. \ �k-AdX \�,o ��\• `: i- em1 ` \ v i \I\t © 1 l/\•v r7(,v}o; o ll-> �y\Cy-' �� \\ L237.35' 1 ' 1358.67.5 ,.5' ,/`'_',`+.395.30'. \' \ C '