HomeMy WebLinkAbout032-2153-60-000 (2) Wisconsin Department of Commerce SOIL AND SITE EVALUATION
ai ision'of Safety and Buildings Page 1 of 3
Ewreau",Integrated Services in accordance with s. ILHR 83.09, Wis. Adm. Code
f
AttacFi 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 \ St. Croix
percent slope,scale or dimensions,north arrow,and location and distande to nearest roa¢ Parcel IA #
APPLICANT INFORMATION- Please print all information :air ,h eviewed Date
Personal information you provide may be used for secondary purposes(Privacy La s !15.04(1)(V;ckc X I p_,(f(17
Property Owner ! „Property &i CE
Richard Stout `. . for oiN 114. 1/4,S 15 T 31 ,N,R 1 9 E(or)I$I
Property Owner's Mailing Address _ Blockf:-, ,�9u a •� i. i— . % �'4._.. i
1 353 Awatukee Trail ?6° -° ��'` � •ines (.57—
City State Zip Code Phone Number • ity ❑ Village ] Town Nearest Road Vt 1 p1-
Hudson W4 5,1016 1 ( 715 )549-6731 Somerset 160th Street
[ New Construction Use: E Residential/Number of bedrooms 4 Addition to existing building
❑ Replacement ❑Public or commercial-Describe:
Code derived daily flow 6 0 0 gpd Recommended design loading rate .5 bed,gpd/ft2 . 6 trench,gpd/ft2
Absorption area required 8 5 8 bed,ft 2 7 5 0 trench,ft 2 Maximum design loading rate .5 bed,gpd/ft2 .6• trench,gpd/ft2
Recommended infiltration surface elevation(s) See plot plan ft(as referred to site plan benchmark)
Additional design/site considerations Class 2 alternate
Parent material C 0 C 2 Flood 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 ❑ u L S ❑ u ® S ❑ U [d S ❑ U ❑S [l 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
1 1 0-1 0 1 0yr4/6 -- is 1 :vrcll-bK mfr cs 1 f . 7 ; . 8
2 1 0-30 10yr3/4 -- sil 2 m4.6K mfr cs -- . 5 ; . 6
Ground 3 30-80 1 0yr4/6 -- sil 2 mr1p mfr cs -- . 5 . 6
elev.
95 .80 ft. •
Depth to
limiting
factor '
8 0 in.
Remarks:
Boring#
1 0-22 1 0yr2/1 -- sil 1 vto-6k mfr cs 1 f .5 ,. 6
, 2 2 22-80 10yr4/6 -- ns osg ml cs -- . 7 ..8
Ground
elev. '
98 . 60 ft.
Depth to
limiting '
factor
8 0 in. Remarks:
CST Name (Please Print) Signature Telephone No.
6r);' ll,'u m Sc; cc.rnc1/6.?"✓, 4 ), l-r 7/.7-g 7 - 3/2/
Address Date CST Number
/d 7 er $ c. 0 2 L Rill /ir't.�-e/_<,,✓ riT7 9z- ,799 d
Richard Stout SOIL DESCRIPTION REPORT
Ri Stout �1.
PROPERTY OWNER Page of-
PARCEL I.D.#
Borin # Horizon Depth Dominant Color Mottles Structure G D/tt2
g Texture Consistence Boundary Roots f
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. Bed ,Trench
3 1 0-12 10yr4/6 -- is 1 Mabtf mfr cs 1f . 7 8
2 12-30 10yr3/4 -- is 1 fnw,b ' mfr cs -- . 7 '. 8
Ground 3 30-85 10yr4/6 -- ms osg ml cs -- . 7 H8
9 6 (lev.
ft.
Depth to
limiting •
factor
85 in.
Remarks:
Boring#
1 3-20 1 0yr2/1 -- 311 1 N,zm mfr cs 1f .5 6
4 rq 2 20-83 10yr4/6 -- ms osg ml cs -- . 7 .8
Ground
elev.
99 .60 ft.
Depth to -
limiting
factor
80 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 0-12 10yr4/6 -- is 1),>i.,bX mfr cs 1f . 7 . 8
2 12-30 1 0yr3/4 -- is 1 mfr cs -- . 7 ; .8
3 30-85 10yr4/6 -- ms osg ml cs -- .7 ' .8
Ground
elev. -
96 . 20 ft.
Depth to
limiting
factor
85 ,n. Remarks:
Boring#
Ground
elev.
ft.
Depth to
limiting
factor
in. Remarks:
SBD-8330(R.07/96)
dr� v��� L3�f 3
"/)��o.p� �v 'tA /-ea-4
Sys° °m yG'r/0 if 47" 9. e 3d
>.1/4 0),„.
64!
.01.-
e •
Sao �
6d rD��,�l SG a�r�✓Qv
e