HomeMy WebLinkAbout032-2125-20-000 .. 7� `7 eL I L ovj wv i'(' L � (ei, dr I_, .
Wisconsin Department of Commerce SOIL AND SITE
Division of Safety and Buildings Page of
, Bureau of Integrated Services in accordance t# *, :, R7$p.00= Wis. Adm. Code
Attach complete site plan on paper not less than 8 1/2 x 11 inche3 it s¢e Play muat ``,County
include,but not limited to: vertical and horizontal reference point(BM),direction and °•, roe)(,
percent slope,scale or dimensions,north arrow,and location and distance to nearest road. Parcel I.D.#
APPLICANT INFORMATION- Please print all information. Ri vi ed �2_ z�2 '��Dane r
Personal information you provide may be used for secondary purposes(Privacy Law,s_1504(1)Qm)).
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Property Owner Properlylocation
r r��• , - �����(� Govt.Lot S C.j 1/45c_ti 1/4,S ---- T5c) ,N,R /c? E(or)Q
Property Owner's Mailing Address Lot#— 'Block# Subd.Name or CSM#
/35 3 A c ukee -rr-- 12 C_halor-e
City State Zip Code Phone Number qa
t j _ ou I ❑ City s❑ Village ® Town Nearest�R3a '��
1-l�c.�i,"`�.jn 11,x( (--7/ -).5L/9--(9-75 .c.p .-1– i
[ New Construction Use: [Residential/Number of bedrooms .5'7 Addition to existing building
❑ Replacement 6/ ❑Public or commercial-Describe: p
Code derived daily flow 0-0 gpd Recommended design loading rate 7� bed,gpd/ft2 `U trench,gpd/ft2
Absorption area required g...5-7 7
bed,ft2 5T trench,ft 2 Maximum design loading rate • ( bed,gpd/ft2- O ps trench,gpd/ft2
Recommended infiltration surface elevation(s) ? Z-G C ft(as referred to site plan benchmark)
Additional design/site considerations,444• t( a r �_ ,
Parent material 11')I / Flood plain elevation,if applicable ti 4- ft
S = Suitable for system Conventional Mound In-Ground Pressure AT-Grade System in Fill Holding Tank
U = Unsuitable for system [Ps ❑ U I's ❑ u 0 s ❑ u [Ps ❑ u p S 'eJ U ❑S Is,u
SOIL DESCRIPTION REPORT
Boring# Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft2 kru1
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. Bed , Trench (Wit
ONO
1 g 1 O-lo - 1Or313 _ L 1 rna mfr c S l v� �I - -y
2 /o`i 1.0•/n.10 L5 lrn m-Cr C S — --7 ; - $ '-
Ground
elev.
96.?0 ft. ,
Depth to ,t4- 9z'G
limiting ,i9.2 s N
factor z '
9.6 in. ;
Remarks: 6¢,Q4i.ti f-04-1 , r� ri.f/Cc , yl ,
Boring# U
asson / 1( Ow-313 _' Sz 1 Mabk rn--fr c3 I v • `f ' •S -
Z Ir_l • 1 O Y r Co L5 [rn /Y)-("Y- c ) — ; - �' . 1
awe Ground
elev.
'IC(1-)ft-
'
Depth to
limiting
factor
/Win. Remarks:X19/?-4`t / y'` 24//1
CST Name (Please Print) 'r--ture ;_---- Telephone No.
�J 71,5 2Li 7_ 4/ao�
Address Date CST Number
Z M� bt3 t` l- Sc anescZ,sL�" F025 65- 2533 01
SOIL DESCRIPTION REPORT Page of 3
PROPERTY OWNER
PARCEL I.D.# 32.
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots G'D/tt2 wf W
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. Bed Trench (ode
:3 J 6-26).• 10'j 53 3L rr►c�.bk �r c (v4 . `�t 5 .4
Z ZC)
10\11-31lo L-3 IMS (0-Cr C5 , 3
Ground
elev.95,i0 ft.
Depth to 39F2,
limiting „ _
factor
in. /J
Remarks: -l',4/., C/2.
Boring#
6-Z) .1()\)03 3 - 3L ivnc,AC trStr c _s 111-0 •Lt •
113 ,��'r c - 6 .R
Ground
elev.
(y/D ft.
Depth to
limiting
faelti r A.
Remarks: t)J24_0../2.,u-e_ ie cGr Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. Bed Trench
Boring# I 0_4Z .1b\((.X13 --- )L., /V ' • :' .
/c 5- z- 1240 •tD4rAti? L3 \y'r) yIrrkr c_ 3 c).
Ground
elev.
`IS.a ft. of fZ-i
?66,a
Depth to °
limiting
factor
facto
/ct
r
in. Remarks: 1A,lir-ta'S ' =; 42"k'` JQ- �II—• Q 2. 60'
Boring#
Ground -
elev.
ft. —
Depth to
limiting
factor
in. Remarks:
SBD-8330(R.07/96)
Wiscorssin•Departmentof Commerce SOIL AND SITE EVALUATION
Division of Safety and Buildings Page o!.
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 S/ C rorx
percent slope,scale or dimensions,north arrow,and location and distance to nearest road. Parcel I.D.#
I/4/ZOpf 7nrC / 30,,.k WLJA 'r �oiwhcohfa.G I. •P-04 CSf:^'ev
APPLICANT INFORMATION- Please print al�nformation. Reviewed by Date
Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)).
I
Property Owner II Property Location
p.t G L ar d S f rblA- Govt.Lot 1/4 114,S T ,N,R E(or)W
Property Owner's Mailing Address Lot# Block# Subd.Name or CSM#
( 3s3 Aw44-r. �C/ jr. 13 °I. 1I C Aet Ore
City State Zip Code Phone Number ❑ City ❑ Village ® Town Nearest Road _
OG ik h I L./-i I SYOIII ( ) o fr.s y SP f I
❑New Construction Use: ❑Residential/Number of bedrooms Addition to existing building
❑ Replacement ❑Public or commercial-Describe:
Code derived daily flow gpd Recommended design loading rate bed,gpd/ft2 trench,gpd/ft2
Absorption area required bed,ft 2 trench,ft 2 Maximum design loading rate bed,gpd/ft2 trench,gpd/ft2
Recommended infiltration surface elevation(s) ft(as referred to site plan benchmark)
Additional design/site considerations
Parent material 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 ❑5 ❑ U ❑S ❑ U ❑S ❑ U ❑S ❑ U ❑S ❑ U
I3 SOIL DESCRIPTION REPORT
Boring# Horizon Depth Dominant Color Mottles Structure GPD/ft2
in. Munsell Qu.Sz.Cont.Color Texture Gr.Sz.Sh. Consistence Boundary Roots ,t
6e I reac`,
1 Wil. I b- 9 to yg y/G — Si/
r {ro2ti
Z 9-22 /o ye y/`/ — LS I csLk 1,1A 4)v + 7 .
Ground 3 22-3? '.S yie VV. _ SL 21-natik /ro,-P.' , S--,
elev.
ft. y 3? ?.sye y/4 — SL I ab K 4,A fe . `/ '
/ picket s4' 7.SYRr/? n �+
S 5-5-- �sy,� `/7k I,.+•1S 0.ryyrr.ei a L‘ 4 6v, w.4 • ?
Depth to ‘CL :wc/us:o... loyR‘/r
limiting
•
factor
in.
13 y/e Remarks: .
fr en• AM I h// i S.:.1.9 t 4.4.9— ootew; 1 BOrlrg i
d-, 10 — 11 6 _ n
tit,
- z P'-IZ fo yA IN — si/ 2-n'-p/ i\tr .5-.
3 1-1-39 7.5yr %r — SL 2r„_at -4 - .s '
Ground y 3?-Se ?,5)/.441/4. — Ls z c s bk w,-Fr
elev.
ft. g-G- 7-5Yg L S 1 G. K
Depth to ,
limiting '
factor 5
in. Remarks: Weak] U•ney.4er d iin • far p
CST Name (Please Print) Signature 09T ,- Telephone No.
Join. So e,.Ja //Qd os/,�b-1,.- (7 5/044..- i
Address i Date CST Number
Z
.
SOIL DESCRIPTION REPORT Y ,'
PROPERTY OWNER — Page of_,L
'PARCEL I.D.#
IZ..
BO Horizon Depth Dominant Color Mottles Structure G D/ft2
g r Texture Gr.Sz.Sh. Consistence Boundary Roots P
in. Munsell Qu.Si.Cont.Color 'Deb 1Ten€Jt
' yR St'l croZer.
Z 0-3o /d y it TV LS z1„.a.I.k w. 3 Cr ,--)- :
Ground T' 3o-s "" 5-yt "0/ — LS I P a LK 1u.4 • -7
ft. `i 5-2-yy - 6 d /1"-cr , -9-,
Depth to ,
limiting '
factor '
in. •
Remarks:
Boring#
Ground _ ,
elev.
ft. '
Depth to ;
limiting
factor
in.
Remarks:
Horizon Depth Dominant Color Mottles Structure Consistence Boundary Roots GPD/ft2
Texture
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. Bed ,Trench
Boring# ,
•
4
Ground '
elev. .
ft. '
Depth to
limiting '
factor '
in' Remarks:
Boring# ,
Ground
elev. .
ft. ;
Depth to
limiting '
factor
in. Remarks:
SBD-8330(R.07/96)
J
S
PAGE 3 OF 3
NAME .5410,-)4-- LOT# I Z.. LEGAL DESCRIPTIONS W'/&4 1/45(4)1/4,S S Tao,N,R I q E(or)
SCALE: 1"= (C)c)
BM 1 ELEVATION la• O
BM 1 DESCRIPTIONN;1,•4 "pnp1ft W/i=/a3
BM 2 ELEVATION !UV ' C
BM 2 DESCRIPTION nee l'A ]L"c eder i.47F7a3
SYSTEM ELEVATION cl 2• ( O '
ALTERNATE ELEVATION
CONTOUR ELEVATION /6/A
! k
8r
PSG•
R""
•
8L
•
b"^
SIGNATURE DATE ,� -s C�-