HomeMy WebLinkAbout032-2136-90-000 (2) 'V1ilsconsin Department of Commerce SOIL AND SITE EVALUATION
Division of Safety and Buildings Page 1 of
Bureau of Integrated Services in accordance with Comm 83.09, VVis. 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 .5-1 .�j y#
percent slope,scale or dimensions,north arrow,and location and distance to nearest road. parcel I.D.#
,� , 1 ‹) 0 3 .—mil 13 6 --1&'"6 G•APPLICANT INFORMATION- Plea `t3 all itfor f% Revier�ied Date
Personal information you pro ide may be used for /e ary p
�y Law;e.A.6• (1)(m)).
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A,�„7�. c J U 9
, , V L `Propertner � / operty Location
V jig 'vt.Lot 1/4 1/4,S T• ,N,R or)�
�ffeifi>• r r , 7.010 5 ,frr� /3 3rd q
Property Owner's Mailing Address -r cRO 'IQt# Block# Subd.Name or CSM#
/ 9
City State Zip Code•' ” ;Pho W 1 tuber Nearest Road
.�, ❑ City ❑ Village � Town ��
L,1/2_s®.�J I 1 I ,c�E'/2-'i� �'�` .� � ! - Ar, " f I /� J,r£
New Construction Use: .Residential/Number of bedrooms "/ Addition to existing building
Replacement ❑Public or commercial-Describe:
Code derived daily flow /DO gpd Recommended design loading rate , 7 bed,gpd/ft2 , 8 trench,gpd/ft2
Absorption area required es--g bed,ft2 ..>'SZD trench,ft 2 Maximum design loading rate , '7 bed,gpd/ft2 , 8 trench,gpd/ft2
Recommended infiltration surface elevation(s) I5.. .-2 ft(as referred to site plan benchmark)
Additional design/site considerations
Parent material , —// Flood plain elevation,if applicable it
S = Suitable for system Conventional Mound In-Ground Pressure AT-Grade System in Fill Holding Tank
U = Unsuitable for system ®S ❑ u 2 s ❑ u ®-s ❑ u ®s ❑ u ❑s ® U ❑s EN
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
& /D 5 f / ,f/A /4 4',�' �j C�„J IN
7?9 7s"es' Ad (9.,,_ ,/ ,,.r,) / , 7 , e
Ground l J —
elev. /S� D G� S is,�—/ nR 7 ,
-V. 1 ft. c7
Depth to '
limiting
factor '
>,lS in. - - '
Remarks:
Boring# I D-R //) � N /5 /n
1/ p
WIZ ? R� D , e�"� 4% S C i,
ft. y / n,., j-1- . 7 . ,R
3 . it-jam,x-- .kZ s pif,... A / — h I . 7 . , g
Ground
elev. .
jGD,8 ft. ,
Depth to
limiting - '
factor
>//5—in. Remarks:
CST Name (Ple• e - int) /; t ^ /) Signature •/ Telephone No.1111111/ .
Address Date CST Number
3‘l Ak ( s Z /1)r -s---1-'-/A-->7/1 '7-/?-/,r) �y W,.T
p SOIL DESCRIPTION REPORT ,' �
PROPERTY OWNER ,9.1 c4 ��'J,a/P D . r Page ,of 3
PARCEL I.D.# J
Boring# Horizon Depth Dominant Color Mottles Structure 2
g in. Munsell Qu.Sz.Cont.Color Texture Gr.Sz.Sh. Consistence Boundary Roots GPD/ft
Bed ,Trench
K / /I-/S leg`ed/ 4% -/ c--42-,-1-5214 /nde a.s ■ 37 . to
—2 /6-'y3 45, '4 .v s / mss•,41 mi. qs ,s, , G
Ground _3 SD 7`T'`-S/ 1 5 1 o
elev. l�' / -sY /n CA) �J 0
ft. _sn /")/-4 yPl/y .,/4- .s ®,,,,,s,f .,./ — 7 : g
Depth to - -
limiting
factor
? in. ,
Remarks:
Boring#
d.>..... / ®-// 2/cem // ..5/ c- ,iC a,JL
/7.5 c ,... , /
"1„....„...5.
-S-/ `� s /"`e•
i
Ground I s%/?7 JO)e'2/./.r)e'2/./.r 4/ g 8, .
g '" *,/ — - , , , g
//2 ft.
Depth to - •
limiting
factor
>/3G' in.
Remarks:
Horizon Depth Dominant Color Mottles Structure GPD/ft2
Texture Consistence Boundary Roots
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. Bed ,Trench
Boring#1074
? .. Ak• iiaV/4 ,U/ ,s ("9,..x / -- I.4 . r 8
Ground
elev.
/ -ft.
Depth to '
limiting
factor
?.1- in' Remarks:
Boring#
Ground
elev.
ft.
Depth to •
limiting
factor
in. Remarks:
SBD-8330(R.9/98)
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IRTY CORNER .
_ \ 896.26'
S. LINE ❑F THE SE 1/4 OF THE NW 1/4 N89°20'15'E 1361,99'ZONED AG RED "UNPLATTED L