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HomeMy WebLinkAbout032-2136-20-000■ Wisconsin Department of Commerce SOIL AND SITE EVALUATION ' Division of Safety and Buildings Page of Bureau of Integrated Services in accordance with s. ILHR 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 (7, C 1t. i percent slope,scale or dimensions,north arrow,and location and distance to nearest road. Parcel I.D.# a.r 3 —060 APPLICANT INFORMATION- Please print all information. F;�viewed Date / ` Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). --- I c2()b 7 Propert...owner S/ /o - r ,Property Location / 14 �,-}-i ovt. Lot Ali i 1/40A/4,S/ 3 T 30,N,R // •(or)0 Property Owner's Mailing Address ''-',L Block# Subd.Name or CSM# , i 201,`) , - , .C4-6-4""C)CI •zfrer-niLL/7?-0-4. City i/ State Zip Code Phone Number G .11 City ❑ Village 0 Town Nearest Road /7a e1 o•-r I Wil syl/Z1 ( 7/5) 3 '17 ._, SOtr)erret- I Jecd rhet u e • -New Construction Use: ®Residential/Number of bedroomi,''' Addition to existing building ❑ Replacement ❑Public or commercial-Die cribe: Code derived daily flow 6e90 gpd Recommended design loading rate' • S d,gpd/ft2 • 6 trench,gpd/ft2 Absorption area required /200 bed,ft2 /20o trench,ft 2 Maximum design loading ratje ® 5 bed,gpd/ft2 • 4 trench,gpd/ft2 Recommended infiltration surface elevation(s) T0P 7 '4c h �/7 63 L0' ' y6,sf{(as referi'e-to"site plan benchmark) Additional design/site considerations 57-C/2 T"^`y J3ecQl.l,- o f ..-574/4' ,, Parent material /t // Flood plain elevation,if applicable ',4 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 ❑ S ❑ U ❑S ❑ U ❑S ❑ U ❑ S ❑ 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 I o-io /c2? 7� /4 5Z 2, 5M 9111u/> cc- 2 m .S :, 6 Z /o-zy / 4(34 N/f 5%4 2rms6ir m(' 6w Z m ,s ‘ Ground 3 2y70 7Sy/e ,A iisk:,-, '�/f0� /' CC j l m .�elev. 99,s3 ft. y 70-/01 7syf i� N _S msy A L — /e .7.w c5 Depth to limiting \ ' factor , /Of in. Remarks: Boring# I a-YY /01/f"(2_y(_ OVA S/. 2miiA My E - CCO 7 kil .5 ,® 6 2 3-23 /Q pf% /i/X 57.4 2, cAis Al 4> 6 S 2 f),) S 0 6 3 Z3//0 7S7P% /k 5L 2 mS. k ri v4,. /M 05 :0 Ground elev. 9s93ft. , Depth to limiting )./M or in. Remarks: /CST Name (Please Print) Si ature Telephone No. Address Date CST Number %� /92 aJe -(6/lie./1 Pte- 7- 2�-oc2 2.3).?1C/ i .dor . PROPERTY OWNER /,ba-,- G et,1 f'SOIL DESCRIPTION REPORT 2 3 - / ® t 2 Page of PARCEL I.D.# C� Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft 2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. Bed .Trench 2 /1-Z y /©l2 6 Nx S °L 2p,S6k P1 P- as- 2 01 •5. Ground 9 2y b -7,-.5-7x /1/4- SL 2ms kt nuira aJ / 0' 4✓ e �/ 4033. y 66-/l0 7 '/V PA- 5 07, h-a_ — 1,1-c `--7 s Depth to limiting 7/ft8r in. Remarks: Boring # Z � � S ' I O-/O /ark 2 �� SI- 2m175 6k inti/'l� C64/ 6 2 /O-/6 /a7X 6 194 /6 .2,' r Sbjc MO' a . ZAL ,S , 3 / -90 7.5.rfi 5. w ,6-/pa c 1 yh Fr 4*-- l rz y .s' Ground gi p elev. s ft. Depth to limiting , factor fi0 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 # 0_10 0_1O /OYR 4Vz NA SL 2/;, cM rn . C (..,- 2 hi. .S .• S it-u to-Zil /Ore--C A/A S t _2' idr rnc� _ C w 2 r .S . 6 2,y>b &-I6 -7,5yg% ,ly��iA= 1.J^�6, 1 ms�k _rh (,., I -p8 Ground 36-i6 61 1,5064 f 4 L..1_..._..._._....-/,-�J�� �!� c4..„ /"e- •7'. 0 MI 8 . '' 6-g6 66-�� 5-YX c 'le , 5-4 e iti )/' .P. . li Depth to limiting factor <" in. Remarks: Boring # Ground elev. ' ft. Depth to limiting ' factor in. Remarks: SBD-8330(R.07/96) , I . * . 0 OWNER ' Page 3 of 3 Name Barbee( 6 eu,'..ty Brian Parnell Address 727— 7 7`A .1/- CST 231314 /-7,Lc iff-04 Ge 2", Date 7-- Z 6-00 A Benchmark 1 7-0,2 se zo,_ 5,44*e E , /42..0 A Benchmark 2 -7-0f / i's-feel p/p€ c.,, 4"1,9,4,ie g•L /03. 9e 0 Soil Boring ,----, LI Suitable Area 1" =40' Scale 1 T i 331 ' 3 7T - 113H , 11113111131 , 13113 L33 , , t 'jli333 333331 . , 1 , 3 ; 11133 ; i3 1 , ' , 111 , ! 1 . : ■ ! ■ 11 : 1 ; ! iii • i 11 ' ill ! ; j ! ! ! ii111 ; ; ill . ; ; . ! ! ! 111 : ) , 1 ! 1 : i iiiIii ! ! ■ 1 : ; ■ ; i1111 : 1 , ;, , Iliii2iii ; ; ; ! ; iii , i . ' i , • tli ■ I ! ; ; ■ ; ; ; I : ; , ; ; ; I : ; . : . . ; • ,, I , ; ! , ; If ! i1 ; 11 f ! il I ] i i , 11 ; t , i , ; ' , ; ! ; , , , ; ! , ! • , , • ilili ! ■ ' ! ! ! ! ! ' • : • . . , ; . ! • . ! , j1 ; , i ; , • il . ; ■ , - t • ; ; i ; ; • , - ' f 1 ■ 1, ; : ii ■ ' ; i ! ! i /11\ ! !, ; Lfg511 ' ! !! • . : . , 7 ! , ; ! ! ! ! ' f , ; ! : 17 : --■ , ! ! ,' ! 1 " I • , III • 1 , I77 ! " ' of t ,. --r---- - 4o -13.- 3 , 3 , 3333 : 333 , , ! 33 6x .ise , , D L.4q- , , . i I : ' ' • : , i : : i . 1 i . • 1 ! I 1 1 . : • 1 ; ' : , 1 ! : ' • : 1 ' , ' ' I 1 : J j 1 , I 1 ' ' : 1 I 1 I I I • 1 : I : I j 1 : 1 ! • 1 , , 1 ' , : : I ' i ' i : : • I , 1 1 ' 1 : ' 1 1 I 1 ' ' 1 • , I i 1 ' I ' . : : : ! I I . 1 I : ■ : : . ■ , ! : , , T 1 ; 1 1 1 I 1 1 1 ; ; 1 i I ; , 1 ; _f_ , • _ 1 1 1 1 1 1 1 1 I . • . , ; ; , 1111. 11, ; iiiii , Ii1 ; ; --- T --,- ' ' i•--- . --I- •I•7 • 4 , -t ,- t i i Miii I 1. , 111111iIii1liiii t - i , ,, , , T ! , ; ' 4 1 , • 111i ! : Iiiiill, IIHIA1111 , 11i ! ' ' ll , , i ! ilili !, ; ! Ii 'l , i • ' 1 , , , , , • T. , , , ! ! ' ! ! ,, , , ; , ; ,,•; 1 ;t1 , i, I i !, _i_____ 1 • ' ! ifi ', 1 ' I 1 , 1 ; , 111 , , i , , ! 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