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HomeMy WebLinkAbout032-2137-50-000 VYikeo rtir.Department of Commerce SOIL AND SITE EVALUATION Page of 3 Divisionof Safety and Buildings Bureau of Integrated Services in accordance with Comm 83.09, Wis. Adm. Code Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must County � include,but not limited to: vertical and horizontal reference point(BM),direction and ,c5 (/ ,y percent slope,scale or dimensions,north arrow,and location and distance to nearest road. Parcel I.D.# APPLICANT INFORMATION- Please, dfl-info��rth ' &J Rev. w b Date Personal information you.rovide may be used for segotide Qurpos ntir w,s<5: 4 1)(m)). /✓ C � I p�DO Property Owner i .; '(".. L� �' • o.erty Location p % tom . �,// 2 r„ '•Lot ` � 1/4, 1/4,S � T �, ,N,R d. E(or V�� �GaE 1•. r fir I3 IMF Property Owne s Mailing Address '' r kg Block# Subd.Name or CSM# ST CAO,x L l 0 City State Zip Code Pho I ? FICE c� wi City Village Nearest Road /f \ ? �, %: \ �,l��J�.�°.sh 7�� Town I Z© �.f1 r1.E 6 New Construction Use: Residential/Numb of bedrooms -1 Addition to existing bull Replacement Public or commercial-Describe: �n2 f t- l "E5 krall—ViT7?-' t.• - 1 Code derived daily flow 2e/ gpd Recommended design loading rate 47 bed,gpd/ft2 4_7 trench,gpd/ft2 Absorption area required 5O bed,ft2 ro -• • .2 , 'r, m design loading rate /,,-7 bed,gpd/ft2 /,`� trench,gpd/ft2 Recommended infiltration surface elevation(s liz-/9 ft(a, -ferred to site plan benchmark) Additional design/site considerations (4Sun e ) �j'Ji4u.e�J�' ,A'r,4 r Parent material/ •od plain elevation,if applicable , . ft S = Suitable for system Conventional Mound In-Ground Pressure AT-Grade System in Fill Holding Tank U = Unsuitable for system ❑S 0 U ®S ❑ U ❑ S J21 U ❑S M U ❑S ® U ❑S EM U SOIL DESCRIPTION REPORT Boring# Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. Bed ;Trench z. /ms xi,s >;,5-/� ✓v .) s; / „ /,I , , .A- AS �,,-, .� Ground 3 �7Sa /i2`jf G/3 ,�-4� -.i of 7Y .s:/ (P�� ,/n f.- ter- f �/p �//� elev. /I?/2 ft. . • Depth to - • limiting factor , r-77 in. Remarks: Boring# :-2 J_?_3a ✓,,, 4 ..,4% / ,s:`/ ,--�r, ELK fh,t/.- , c- I , s-: , 4 Ground elev. ,fin. . Depth to limiting factor 7 in. Remarks: CST Name (Pleas rint) Signature Telephone No. Address Z Date CST Number C ---0 -,/ 42 / s.6-;'D /A).T , 4,7C3 7/y/A', c— v-2C3 PROPERTY OWNER 4A9" [ -�.cdLie SOIL DESCRIPTION REPORT t ` Page Cfi .5 PARCEL LD.# Boring# Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots C'PD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. Bed ,Trench o-ig jexel..3 c9fr, , s-:, ..:_ :. jg3( /t> �/ �!� s6� h, •.s j..-, . Z Ground / �� ‘A lyi� © n, (12-- — �y � ' J/Jelev. /6-11-11t• Depth to limiting factor '_in. Remarks: Boring# ftwAl Ground elev. ft. Depth to limiting factor 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# T N Ground elev. ft. Depth to limiting factor in. Remarks: Boring# • uj.. Ground elev. ft. Depth to limiting factor in. Remarks: SBD-8330(R.9/98) y _, -. _ 4 3.36, _7 - J)J,)3 /A- 1- 4/�4 -sac-/0-7-30.4/-;C°/9i) Z;;37 7.'' - ,,.--,eze _ 7k--' 4 _ _ /G,''J 3'og8y A 4 ,8,-k--,4"Ife 4'2 ,oa// s 1�/,;2,1NAy� �m,e ij,E, !422-2 yD sue-/ _, _ _/40 / .7- /q-moo_ ,3,,,� _ ' Gs.7-/,-, e::g,;70 ,3 9ii' 14/- � � 1 /Y16 u0.43 34 2 / 33' r r At .i.______, ./1' / 7, -o • UNPLA TED LANDS LULL BIJAKIJWM bJ leuzn Aye, INAW r ILr ur u v 'L LINE ❑L THE NE 1/4 ❑F THE N',J 1/4 ZONED-AG , (3 (3 w \ I. 6(n n D _. CD 4529.83' N J . ( ' 5? mc' c.,, a w g33 m o v v 1 � rn E m0 a__ D U, d N 6 H NO2•07'46"E °- p 254.42' �kn.) m 1 •-•-i ■ ' Q i <n N� �ql q 0, Q. Z7 s=, r \\ CO 0:i CO a V. 4 4>9\•cx /�t �9L 6S ,P�J u/7., � ' 6p. N hCA 0�L� / \� cm f / ,86'84£ o• ,,,?' // 3,.95,5£.LOS ff. `` / \ ` a rn v,` \ \\ \ _mil V PJ �N \ .- C ,v • V\\\ \ \ms4/ \ ❑\ Elm / \ N. �\ s� ..... N. o \ I s\• CI \ �`• N \\ \\ v s63 3 v GyT ■ A\4a LA w \P C r/4 / W rn I• ^ \ 0/00 \ ti° / "W� I I \W UFC9TF � / � p \ '1i' R -3312•a y 8•- ro c / ti 86p6i/ \\ std // `` bi 4. 19 Ltl4 1 1 A Z • l •'l 1111 O IE oW W n • n m a o W W "m !IT NO ° no `''� CO m 3 °m D v, . a cn ~® W m �) fJ `@.. D> D Q. 73 CD IT,V\ O m \�� P-1 Os _ 248.34' pm 488.10' k \��`�'W 285.25' y/\ 1 E. LINE OF THE NE 1/4 OF THE NW 1/4 I`\� /� \ .\�\\c,.. PLAT BDU\ARY �� >7 � o kvt. U; RC?NALD f. tY