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HomeMy WebLinkAbout032-2131-60-000 i§consirr Department of Commerce - ,-, SOIL AND SITE EVALUATION Page of DMSion of S and Buildings Buree,u * The soil pits for this lot are not as `twice with.s. ILHR 83.09,WIS.Adm. Code 7 CST Brian Parnell has Attach cc ;hes in 9iz Plan must County include,I dimensioned!! Lot lines changed 5-'7/ C/co Jx. lint(BIWj,d� •ction and , percent: from Concept map. See Prelim. i and distance to nearest road. , Parcel Lb.# map with soil pit locations for l ,1 p 3z--a,( 3 I —(oO-(V. •PLICANT INFORMATION - Please print all infor,. ion. Review4d y Date ry JG Persona • ation you provide may be used for sec. .. • rposes(Privacy Law,s.15.04 t9�(ki) ! ,c � ' `7 (l P b 07 1. Property v er Property Location �//', u [� 6 5-✓1 G e Govt.Lot A}! �1/4 011 1/4,S 7 T�/ ,N,R / I 6(or) Property Owner's Mailing Address Lot it Block# Subd.Name or CSM# 13SY eL(r e, f'Ga,h e-C 77 TO oat (.,009 4)- -fes City State Zip Code Phone Number ❑ City Village [� Town Nearest Road 1i4,-)fol I w1 , 53/0/1 1 (7/5 ) ,-Yy 57/7 S'or1/4.erre...,` 1 So "1/ rf -New Construction Use: Residential/Number of bedrooms 7 Addition to existi • .uilding I / ❑ Replacement ./�ri�,, ❑Public or commercial-Describe: r- ` -q �R_ �, Code derived daily flow V/v0 gpd / Recommended mended design loading . • .3 _ :, .pd/ft2 0 6 trench,gpd/ft2 Absorption area required /206 bed,ft2 !416d trenc•, (--- , D S imum design loading rate bed,gpd/ft2�trench,gpd/ft2 Recommended infiltration surface elevation(s) ° 7' '" -{i•SD � L ft(as referred to site plan benchmark)ce°Additional design/site considerations ' �• ✓P �- - P a r e n t material 6c,-fa-'("Sh-0/ C 2 P ..2 Flood plain elevation,if applicable /17i1-- ft S = Suitable for system Conventional Mound In-Ground Pressure AT-Grade System in Fill Holding Tank U = Unsuitable for system eZ S ❑ U !Z S ❑ U ® S ❑ U Cl S ❑ U ❑S [-U ❑s [4 u SOIL DESCRIPTION REPORT lam-' 0.441 3 ii 20.0. '--)441.40 Boring# Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. Bed , Trench ( 1 0-10 /2,> Jii M4 S /17)5M /4-2,,,c, C w 2 G • 5' :O.-5- 2 /oj 7.S/ 4Y // -• $ ti 2 ft 4; ,/'h i 94. 2' ..5— 6 •S- Ground 3Y-1 B 7 Srf -Ye OVA" MX O5, 12-7 L. i c— � ,7 e u . 1-- 9 -1/2 ft. Depth to - limiting 92,c�j/ ct 9� SD/ ? factor . ibo in. • t( SEo.`f/2. Remarks: Boring# ' �O 0-10 - /Oil z fr% SZ / x - rnU..' Cc- 2c . Y :oS •`F Z 2 -3i 7,f 6 /6/4 5/6L 2p,.4.4e /4*-, 1 w 1 m sS 6 .S- Ground tOl 7.srf /(/, 4 S 01 ff L — 67.51e P 0)5 or� .1- v/ft. ■ ' . 1/ _ ) 0--- 9/.sa (o 3. " qyy sb 1f . Depth to limiting S ---,t, tro Q_ a a/ Z factor I a ✓�* 1 ------od in. Remarks: CST Uame (Please nnt) nature Telephone No. r;er,,t Va/4e/1 Si e 7i$---2 V7-J2©3 Address 3 /p 1/- Date 9 CST Number �- /2�..� SD�t.S�T u,�. 7- y Z 3 /7/V 1 /2771- G . SOIL DESCRIPTION REPORT 2 3 PROPERTY OWNER Page of PARCEL I.D.# Le) //9 Boring# Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. Bed Trench I D-? s-/ /n716/6 /77u4- c - 2 C , 4` Z s)72 % /jl,¢ $// 7 4 M— Mier y w z/17 ..57. 6 .5-- Ground 7 3S/— 7 U/¢ /ns 1 017 07 :0S .3- y. . ft //d 7 srg%i /U I S o sy fl 6 0 , Depth to limiting - �/. 0 1aio r in. Remarks: Boring # /` J/ 943 pa N� �L / 54 e C 2 - • y;e S .,c Z. 0.--;7 75-r 4P p6/4 f/62 Z P24b4- 2/n .S� ;s 6 •S 7 ?7— 7 S Pr1 P441 Ds 07: Ground /21 7;146/ . J,v J, 015, /7/L m $ •'7 g5 2 ft. �- Depth to limiting 7 llyir in. 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 # 1 0-1z /t r %Z /IA ,SL //)+S4k Isvw, CU- 2C r `( 'o $ g 2 12-Y? 7$; 5/64 2riethic /'kf- 9(,c. /m •S, *6 y 3 V3- 7, e /1/4- PS= (2S/ Y�iryi,L /0r- .7 ®� Ground /4/ //f7i 6/y /11A Ls of)" /ir` •. ! 06 ele . 9`y*ft. Depth to limiting factor /lo in' Remarks: Boring# Ground elev. ft. I Depth to limiting factor in. Remarks: SBD-8330(R.07/96) OWNS V Page 3 of 3 Name i// ye'(j �4t C 6 Brian Parnell Address /1,5-f a cvau,/u-keerr, CST 231314 4410,4 Gam= ,SVo/t‘ Date /�—749 A Benchmark 1 7f / ' pi Ry d/ EL. /OL1.D 4,a-ze A Benchmark 2 lap/" Z/'o^ rife Oh Spa-7'4 Lot4,ie 14 93.s ❑ Soil Boring ;_3 Suitable Area 1" =40' Scale r 1 i a [ . 1 1 I _. 1 I ! i j j f ! ill 1 . \\I . . . i 1 I 2111\444 1 . l ',Sal ! \ i. ' . . i 1 r , 11 1 , _ , . , t Re fcicA,„ I r. D Qree Pr(Ala 1 _ , \ _,(003. `''ee \ s � 0 \ � O f _dz.., bgi , vo, 4 ‘10/_ r--5. ' L T- . i . <7.31-7' exe L04.Lint illi . 7-� p coi,.r� 13 m2„ r r 1 T •.... 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