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HomeMy WebLinkAbout032-2137-30-000 ` Wisconsl+h Department of Commerce SOIL AND SITE EVALUATION Divisiorof Safety and Buildings Page I of Y ,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 <-:,/ -,.4i, ' percent slope,scale or dimensions,north arrow,and location and distance to nearest road. Parcel I.D.# APPLICANT INFORMATION- Plea all °� y`� 3 30" `J 111 Revie d by Date Personal information you•rovide may be used for-"-• p 0^ Y Y OAP �� ��' iYLaw„s:'t .4(1)(m))• - 066—7 Property Okuner �' - :roperty Location e.vt.Lot A 1/4 i 1/4,S 3 T 0 ,N,R • E(ore Property Owner's Mailing Address ST r��jix aig.t# Block# Subd.Name or CSM# / 1//__S- GUUvT.Y _ ► . L�Jf 0 ! _ • • City Statel Zip Cod= h: ale” ' ❑ City ❑ Village 2 Town Nearest Road �� li/Ict?n/ I L r I ,6/2\- r,,x,- I /ze �i.7 J] New Construction Use: 6Z Residential/Number of bedrooms 7" Addition to existing building / '1 ❑ Replacement ❑Public or commercial-Describe: Code derived daily flow ®7). gpd Recommended design loading rate ,.- bed,gpd/ft2 . trench,gpd/ft2 Absorption area required / F3D bed,ft2A50a trench,ft2 �7 Maximum design loading rate , bed,gpd/ft2 , ‘. trench,gpd/ft2 Recommended infiltration surface elevation(s) --1 ft(as referred to site plan benchmark) Additional design/siteeconssiiderations Parent material - "// Flood plain elevation,if applicable /I/ ft S = Suitable for system Conventional Mound In-Ground Pressure AT-Grade System in Fill Holding Tank U = Unsuitable for system Os ❑ U J S ❑ U Il S ❑ U Zs ❑ U ❑S au ❑s Jl U SOIL DESCRIPTION REPORT Boring# Horizon Depth Dominant Color Mottles Structure GPD/ft2 g Texture Consistence Boundary Roots in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. Bed , Trench Kai / o-Q /o' '�� .s/ ,�sd 1/ v.� i , 7' .....5"-- .. - a ��7 .1 s�� ,f,4 s-./ ,,___---Vi.,(// i,,":4 as / • -3—" / Z Ground -' cs27=G.) 7,S'.,°� A .s-/ �2z cif n,. ? ��.,1 /( . G ft - ��.1� �55e-S6 .41 ,s if,s s s-n/ - - . 7 ; .8' Depth to limiting , factor ' /dR in. ' Remarks: Boring# / / /,sii (// c7 1-7,?ds X5J 5''°'d .rr s/ -,c�,� r ./ e(.✓ Imo. , s-:_ l J 3 3$mg 7s- 'e 5--, 41 .% .".„ /, t f� ,., / 1 , 7 : - Ground ud/ , elev. ft Depth to limiting factor ?/ag in. Remarks: CST Name (Pie:-e Pr:, _ • Signature / / Telephone No. Address Date CST Number �� � O ,I I' -'2 7 /9--e' ,- ._ /-v - SOIL DESC IPTION REPORT i f PROPERTY OWNER &Iva a=v,:sy �r �� Page�,qi .� PARCEL I.D.# Boring# Horizon Depth Dominant Color Mottles Structure G D/ft2 9 Texture Consistence Boundary Roots Q h in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. Bed ,Trench / v 10'3e>/. Al / /� ,✓/ ,� i' g ,Z5-'%f� �V / is/ / `2' / r�d4,� gas /, , s , , Ground -3 j��/DG 7_�:f Si .vi /zjj'- /y„sbf ,,../ — 4 i . ; , g ,2,,Zft. e Depth to ' limiting , factor 7/oG in. ' Remarks: Boring# // / // / . €u / d// /1`P7/ 4/-1/ .�/ I,�Z. d/ 4s `v.,., . , .5-7_3 F-;)"5/Z s- 5e�/.4 ,f/ 4"'� 4..4,-1,i ./..,J,4 IA} /,,, . , . Ground -3/ -s%.yeR f S"x'S /s .,r,/ /. 4 .— ,/,xs41 , / — . 7 : .elev. eft. — e_.4. Depth to - limiting ' factor 'min. 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# / / ` MSZi z r / 3 /,6-yR 7.S j`{°�6 A% /� ,-,si1 ,u.J4 4:4,J /4 _ 7 ' _ $ Ground 1/ A' �3— If i cis Ai;41 ili41 76.7- - ,67�' .3 elev. 5z Lft. , Depth to ; limiting , factor >74/2'—in' Remarks: Boring# Ground _ , elev. , ft. . Depth to limiting , factor in. Remarks: SBD-8330(R.9/98) • . , ,...., • d_7‘.1__T d Ak*i ,c,9(1 eg-441 szc /3 - 7JO4' X299 77a6Sc9vi 1N,t s' C.. /4 A A- / / ye'� s /s �//0�r -/ /' 1 ' 4e ' AeieR&4', di' /r}silly-k-- - /..:'/ad:© . "ZO p / _;t se /t- GsJ",-Gn x/7`3 _ -/9"-cam . ' 7 � ,cs. 4 Jz 8 74 , ,.../.,, ` 6/ , -- ---,-.< , I ,..14r,„ .. ,',■ ,/.. vd, '--* 1 l/ C.3 /J d i I X371,-1- , � `V al 0/- / 1 o eta 4i g'� a3 * UNPEATTED LANDS LULL UL'LAV.IJI'I lN d r'._3 burn Ave,, 'New r Lr cur u ' w V, LINE OF THE NE 1/4 ❑F THE Nil 1/4 ZONED-AL 4: C.3 43 w 0‘,...,.,\ 0 0 _./ .._ 4 _,. 529.83' N 4 .4 m E A ,W O \' , J W � �W ®3s---' -2;\ \s. � 4.3 to m � -0[/, / O co —I pm H NO2'07'46“E °- 0 m 254.42' �,J m r N 1 N U1 A 111,,\ �6' ,'�S `1 Cr, -1 f 6Bi`/\�\ D N \ n (� CO ri to SZ o f CA co J\\ E” o \\�. 1 \ � -\J ,\ ,9L'65 - rx ED 0 m w _ 19\60 ti w Cti \ �� a , 86'844 00 O c� o p Oo1 ao' / 3„95,9£.LOS a !'� •. /�/ \\ LV �\ 1� cc3 ry �, W N ..,�e,�'T— N. ---,eszcz uR L „r-- —�L6 1 'fl A D N 0 -C P• \ m \L 54�— Ul AM•�.. \\ o A 3� \\mss N v v A rii w� � ����\ t N v rplC� D•176'' o� k--1 \ '\ . /��: gt 7tEv 31 CA m n \\ O,o� mot \\ N % / co„wE_•_ n C \/ 171 5D 2 \ ICS \ ,. / /y� v6 / .\.L 5\. \ \ \—---Ott— •I• ty +S / O••• 4. SO sA\ \ /\\ Y V Q-6 r 4. \--/ L9 L4 -0• • s OS ID C . . o CO iNi . N N win d... ..-- 1O m m p ° r° �i w °m ®m o o U 7> ” --H . o m l —® N f'l fTl n (n O, (/) ZJ p 0 w ^ 1 / -,:,:'.2. (n TI H ® ')\ \1 / \ 248.34' 0 pm 488.10' i _ \ \��� 285.25 y” E. LINE OF THE NE 1/4 OF THE NW 1/4 ���\�'` /%� `\\ � 1A�/��� to �1\ p: PLAT B_U\ARY --y`--, �o� ° -,