The URL can be used to link to this page

Home My WebLink About032-2131-30-000 (2) ;onsin Department of Co_:mere L AND SITE EVALUATION / division Of Safety ildings Page / of Bureau of Intec/* The soil pits for this lot are not as with s. ILHR 83.09,Wis. Adm. Code • CST Brian Parnell has - . County`\ Attach com%et 1 si e; Plan must Y°4 include,b no dimensioned!! Lot lines changed w), erection and /y.a ,- C/d;,' percent slope, from Concept map. See Prelim. st a to nearest road. Parcel I.D.i map with soil pit locations for I i F=:$f .N 032-2(31-30 -ovo 6 !(65-)APPLIC, k T INFORMATION - Please print • ' ormatiign. ' �aX Rev Wed by Date Personal information •rovide ma be • - -condary purposes(Privacy Law s.1$:04(t) 4t�GfJ7—- s 1$ I^,�n,'( Property Ow er `. 'P/operty Location,. ,4�.�y ?ED 4. Gj4c. , O.._. �'lSQvt ltoti � 1i4 N�ll1/4,S 3 T,�/ ,N,R 1� •(or)0 Property Owner's Mailing Address Lnt,# [smart Subd.Name or CSM# Q cv&h kec 1?, 13 Y ' 7 GaK6,•e.o.i7 1.�Y J City State Zip Code Phone Number Nearest Road / El City ❑ Village ® Town N4GQrb-1 11, X I SYon i c 7/S ) St- ?/7 so,t.1€ - I 3-01 P/. m New Construction Use: ®Residential/Number of bedrooms y Addition to existing building f� ❑ Replacement ❑Public or commercial-Describe: C,e&.,..i p� UAL a 0.1- /// Code derived daily flow ‘60 gpd Recommended design loading ra - S bed,g•d/1 - ' trench,gpd/ft2 Absorption area required /260 bed,ft2 /000 trench,ft2 Maximum design loading rate ' bed,gpd/ft2 ° 6 trench,gpd/ft2 Q Recommended infiltration surface elevation(s) /' ' 7 ft(as referred to site plan benchmark) Additional design/site considerations J�/ Parent material 04e. I- U-61Sh ©/lc Z r,,,,2_ Flood plain elevation,if applicable /�' 7r ft S = Suitable for system Conventional Mound In-Ground Pressure AT-Grade System in Fill Holding Tank U = Unsuitable for system © S ❑ U ® S ❑ U !A S ❑ U © S ❑ U ❑s ®-U ❑S © U SOIL DESCRIPTION REPORT j AA., a.e, (12.blh7 g -J Boring # Horizon Depth Dominant Color Mottles Structure GPD/ft2 g Texture Consistence oundary Roots in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. Bed ,Trench 1 I 0-7 /y �z /1)�f SL /filS,IX P' -r' c 6,, Z C . / s- ,Li 2 7-z2 /o7k �`/ A/A 57t ems% m - ' ?(.- / - ; e6 . 5 Ground z/2- �7 5719 6 /1//1-- 1/10,,,,9. ( s, �?L /U.F .7,.r.1 . l' /7.v7 ft. //o 7Sill /OA -G...S /AP< (— , a C .1 Depth to . limiting factor //0 in. ' Remarks: / Boring# 1 0-Y /°77 0 �2 cz /M I,e /1.1,,ii c ,- 2 c . v .r ..4 7 ? 1.--Z7 (°72 %s. 9U4 S'/Q/ 2Ai`i' Ai> yw Ph o,- ,. o .s 5 Z7- 7,srl % Ai,4 ms`` J DSO G — / F .3- Ground 102 7`- W W, /0/4' G J /ESP(' ft-i-Z. ' - - , 46 3.Y ft. Depth to limiting , factor /62 in. Remarks: CST Name (Please Print Signature Telephone No. et *n J ice me// t /$— 25/7-3z c).? Address Date ST umber ��—/9Z��eS� ref ' Date //L 233 c PROPERTY OWNER 9/114- G Z�C. SOIL DESCRIPTION REPORT 2 3 Page of PARCEL I.D.# Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. Bed Trench 3 J o.-g /0)-x 2/ pit ,SS. /,iJ.I/e /7 c ' Z m . V s Z 8-2Y /-Urx /l/4 Si 9 ¢ Z/nt�'t yN/7( - �. / /m .,�` dp ,r Ground f ZO- /�S G �4 in.S(j�.r0� ©cc / `L / 1 s-7 , ,d lev. 7.37A1 /70 PA f �.9i t� l 1'/r .$).e 1'h L — " .6 `4_ Depth to limiting 1f` y in. Remarks: Boring # O-8 /647,74- /PA J/nJJir C y 2 823 /off/ /1/4 Sic . s- 7 z3 7 �syy,�y,6 A�//t Ins lw f 0If , J L — / ( -7 :• . Ground g 7.s/n %6 If/4` Z S /4skt 1I6 – #‘ . ft. Depth Depth to limiting j a6 rin. Remarks: Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. Bed , Trench Boring# j D-? /D%/' 2 A', 5 /)nf.4 ELF, C6, 2A? .5 5"S 2 9-22 /o* /, N /Y'" 57& -pf4a /-"�/ �i� //ki ,$ ;a® ,5' 7 72- 7:57-g 6 ',f- Off •7 ;, f .7- Ground 9 7,574 /V, .� -Cj�� L .411V Depth to limiting fbc or J in. Remarks: Boring # ......................... Ground elev. ft. Depth to limiting factor in. Remarks: SBD-8330(R.07/96) FAIIIIFT- - OWN$R Page 3 of 3 Name 6 -r/t C.. Brian Parnell Address /357a 14/4. 4--/cei D- CST 231314 ii(.4.45,9,, w-' Se/b/1 Date //—6_?y A Benchmark 1 /(„./-DAriP-6 ©a L.914 1')e„ L. Joao /a-e- A Benchmark 2 TO( /(”V°4 p oe (94-46141;4e EL. 93.6 ❑ Soil Boring _3 Suitable Area 1" =40' Scale XiVtife-kt‘'ftel f 1 -, .4 i 1 , ' ' - r i iiiiMii 0 i — AMMILIMikilE -----2 ., ri r-�a..� Qcre4 - _ ( ' - 1 I _ ,. a 3 ys, �' Rep�tcr.�„- I 444 ' , 4/ck r I LS, c lo s , I it�� f . _ :4'456 - . ,_ _ __ .. . . , c . . , . . ,/ • _ . _ _ . . , 60 . _ _ . _ . . _ . . 1,1' 7 o/ne/ _. . _ _ . . . _ . . _ _ . . , 1 11 . , _ , _ . _ . _ . _ . _ , _ _ . _ , _ _ _ _ . . _ , _ L.. . _ _ . . ,/k_7/0 _-,,, ---4,,:.,L .e.- • - 1, . ___ . . , . .� , , . ,, 1 , p St• II RI • V z I IiI• Pa II I • $. I I a .9 £ :::I I �.s c s 1 p g (� .J b Q OOt ie C es ! $ la I I I I I I <a V (1.:9°-- C'*-----"'" CR + Vl o W y kyit g^,, I b L !H el 4. L9£ 'P',..Igi ; i -1 �,� I-. et'1 IS 1 I � ch 0 tz pi IIMIM ■■•• •••■•••■ MI:;/(01.......1:“. ( I I • aadl S H.105— L I i IN U O1dq N f I . .,..,N89'52'42"E 1321,1 '- - -_--- . _ x22.23' 300>59' •a 21 9J.fi . ,,. .3, 5,0 4 . . f_ L. , +'. ;• *•3• , • ,` 44► T / .OT -- g 1,111191.14„194 J02 Ames 1'' 74 * ff, .-�19O.D 19 Y F I 1 A 11/9.tAw f.`t+s+,$!3!g7 Ell'.. w 75 i2. 14,11' to 2"-'"«. ".`.> . .�•• ....«- , _ i 0"`,. * "8 '42`W 443.24 . • .,"34311. + d1 8 ^•w . : • t ;Es : , :. ... s start :, Inn M_, . fr _, , , I ,,1:P, .. ,J .