HomeMy WebLinkAbout040-1308-00-153 (2) ` 9 :
wisconsm Department of Commerce SOIL EVALUATION REPORT Page_ 1—ciI A j
1
Division of Safety and Buildings ;
in accordance wit h Comm 85.Wis. Adm. Code Caxity I
Attach complete site plan on paper not less than 8 112 x 11 Inche
include,but not limlted to:vertical and horizontal reference point( M),di IV E P 1.0
percent slope,scale or dimensions,north arrow•and location and distance to nserest road. I
Please print all Information. Re by
Date I
`` qq
Y t� ���
Penonar rnlorinaUOn you Pravrda may be used for secondary Dwpoaes(P acy Ls�. m5o.0e�tyr mcl��u
Property Owner S Plrevin�°cT>1�Y'
C0MTlr,jEA1"TAL_ DE SLDPMEM GOf�P. Ito 1/4 tra s 2� T N R 217 'l`I
Property Owner's Mailing Address Lot# Block# Subd. Name or CSM#
1 1(900 AB 6T. >c SUITE 100 153 -' TRO`( U 11_t.JAGac (o*"=o9d DD
City State p Code Phone Number. ❑City ❑Village 0 Town Nearest
L t 55444 (765 ) 7"15(0$ oV LU11D
GPO 1
(g New Construction User Residential/Number of bedrooms Code derived design Mow rate
❑Replacement Lr] Public or commercial-Describe:
. `i.
Parent rnatenal_ n WR 1 L-'- VIAL Flood Flain elevation it appliracie
General comments �u f
and recommendations: CbN,j exMizial1. -zM-ar4ou m Temme to s t
00 (.UADW(.�. iitirTE 7
I�It V
A ❑ Boring
Boring#
{� Pit Ground surface elev.gQ —h. Depth to limiting factor _ln. Soil Application Rats
7' GPDO
Hodzon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots 'Eff#1 Ett#2
n. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. i
1 o,Zy y s
all
4s
_ 1
z zv- dh 5 _s 0.3
s, ► _ cs 0-S 03 i
3 0 v2
�f ;�M vt� 0•'! Z 4 C S -' 0.7 1,L 7 Z p S — 5 dl v.7 .Z
1{ov-►zone ( was Pt.�+cfGO on►- rre) oat 4 14A 30-35% ;NoRtzous S !o f+RVE � i
® Boring#
Boring (Ftu. in.
Pit Ground aurf3ce elev.�Qg,4 h. Depth to limiting factor 7 /CI�� Soil IcaUon Rate
Horizon Depth Dominant Col Redox Description Texture Stnicture Consistence Boundary Roots GPO/ff
i
Gr.Sz 5h. 'Ef1#1 'E"2
in. Munsaii Qu.Sz. Cont.Color I
1 9 10 zl —
Z - l I
Sit m-t d C I - 0.5 -0 S i
z-1-3-7 ovK*cam — s 1 5
5 -7.50 10 If r,4 — S 0 i a5 — 0.-7 1.z j
L
-5D-7 Z I o y1t:54, 5 1 Cs Or Z
7Z- loyfcs 5 0•_7
Effluent#1 =BOD >30<220 mglL and TS5>30< t50 mglL EfRuont#2 BOO <_30 mg/L and TSS<_30 mglL CST Number
CST Name (Please Print) Signature zzqg
-
ml Nl JO Hot.L STE
Address to velustlon Conducted Telephone Number
W9975 69 AVE, iilvE FAL>~S LJT 5Y02 0 •- ? -03 ��15 Nib-1'17,5
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Y
Property Owner C�FA1 EA L� 11ELWMWr Parcei ID# r eg p&ce ) _ Page Z of
❑ Boring CcK"P' _ �
Bonng# i
$ Pit Ground surface elev. — ft. epth to limiting factor_ n.
Soil ication Rate
Horizon Depth Dominant Color Redox Description Text , Structure Consistence Boundary Roots GPDM
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Etf#2
r
0
51 - msbf S -co ' o
z q,t3 ds i -rn L7 I.z
3 13-ZS r
__ m-t_ dd k I
QS 5 od.•.5 I
z p x a s
0 aIt•..Z_
-43
-43 32 0 Al 3z
43-4{6
14L 5 cA( CL5 — 0•1 1.Z
-1 SS- y
s I d,5 0. ►.Z i
r
❑ Boring
Boring# i
y[7/5 &0Aj_1 \ Pit Ground surface elov. _Z ft. Depth to limiting factor 7 4 —in. Soil Ap lication Rate
Horizon Depth Dominant Color Redox Description Texture I Structure Consistence Boundary Roots GP01ff
'Eff#1 'Eff#2
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. y
`SU Yg
104e 5 0 _ '_ 0.7 !.Z
r
1401UZW S 5 fo &r-. 0 5 e- (12 6�-
� I
Boring
Boring# Ground surface elev._____ft. Depth to limiting factor in.
❑ Pit Sell A lication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPQKf
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2
II
1
1
(
i
Effluent#i =BO05>30<220 mg/L d TSS>30<150 mg/L 'Effluent#2=BOD,<30 mg/L and TSS<30 mglL
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'r he Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or
need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777.
SUO-9330(x.000)
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FLgr PLAN
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PtzOPEW OWN P- cobalm L nE El DO-
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�-50lL 000NG W/ PKAVE
A i � •�
FINAL QRAOG 1✓ C--%)AT10N S , IV °�3 7Z
LO T
153 \
A
X10
OO.
y
B 153A
ELEV�1%A
ti
Ago
B 1538
B1548 ELEV. 9445-k
ELEV. $q5.8
ME:
1 p pI
pROPEm OWNU: o -t , P- 'T
L7 T C00-
T 3M- e ime OF / '-T . ie�s
-rr L t Cn 00 E-rj.STiA:& oAJTDuRS !
�9aA— P.oPoscy caw rows I �
I
�-SOIL(GPNG W/ DIV-,q a
NO COMM 83 `zTC3ACK PPOLUMS
The site after soil e\<rluations wcrc
completed(see page v�ith final grade elc%ations).
System elcNations should not be affected, but
depth bclo\r gradc mill need to be determined
based on the anunmt ofcut or fill. BM
Sao
cle-lions should limc remained constant.
\ �s�o•o ELEV. 896.7
.sue o
C
15
ELE 899.4
B 153B II a\
ELEV. 898.4 EL ,
\ 8154\. j > �(. 893.72
497.7 ELEV. 89
qD
9 71.44' ELEV. 894.26' LEV. 896.52
84°53' 49" E 237.84' �, 134.
� 9
8 B 158C ELEV. 894.1
B 1578 8 -
ELEV. 8PZA- —- —-
_ -
`'
Z2-4 y 3 2
CAfF: 05-LH-O=ff _
cr
IN 152 \
137 / ��^��., ° \\ 46,132AS F. `\
SIX
ti
136 /\ \a� O �. 1.223 ACRES \
53,271 S.F. \ �/
13_5 �/ ,� ti 1 154
A 004 ACRES \
afl0 43,741 S.F. o'
� 1 O
_ - S89 2 14"E
N 64053' 49" E 237.84' 71.44' ¢2.61'
131.71' 134_05
106.13'
155 1 1 I 1
1.063 ACRES/ $
46,304 S.F. I I I I I In
1 , 1 W 1 i!g W �
- C$ �Oo /
POINT OF mod. \ ' app 15 6 I o;� I i t o I
BEGINNING "B" \ \\6� , NN N /1.024 ACRES I o 'D 1 15 7 I I° 1 15 8 1 c
V2 44,581 S.F. o 1.026 ACRES c M 1.000 ACRE o;• ;N
1 44,705 S.F. J O 1 43,566
\ � � 1 N ► i Z , IZ:
166 \ '
1.419 ACRES .c
I - 61,829 S.F. \ \ POINT OF
BEGINNING "A" ;
34.37' 150.00' 134.05
^ ° -�- - - - - --
05 p° \ \ _ N 73053,
_ _ 0 11
OC/TL O T 15,_ T,Q�y—Tj�A GE F/FTH ADDI TIO_6 w 46o-3'
LA INVIEW DRI VE�I N 88057' 16" W 2656.68' --
--� - - - - - - - - - - -- _ .—. �— col
I I 6I6' I
I LOT 2, C.S.M.—, VOL. 6 , � LOT 1, CSM., VOL. 2
I PAGE 1777, DOC. 4(421950 133 133 I PAGE 4167 DOC. 34178:
I I DEL ANDER DR/ VE
Wisconsin Department Industry,
Labor and Human Relations SOIL AND SITE E V A L YA-171 0N REPORT Page I of 3
Division of Safety&Buildings in accord with ILHR 83F45,WIS.Aam.,Code
,• COUNTY
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size:Plan must include,but -7, G'�tk
not limited to vertical and horizontal reference point(BM),direction and;'Yo of sloA;scab or PAR EL I.D.#
dimensioned,north arrow,and location and distance to nearest road.
APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATIO-N RE)AEWEDBY _ DATE
PROPERTY OWNER: PROPERTY LOCATION
COsi-T1 N T.3c��1L1�r1 eaV-P, r S!E' 1/4.SZ 1/4,SZY T '?-b ,N,R Z E(o W
PROPERTY OWNER':S MAILING ADDRESS. OT# BLOCK# SUBD.NAME OR CSM#
�Z301 C,.eJRZ,tCt )`Uj�-�.t. Zan 1` — T1 '?_U I ULILftGE
CITY,STATE ZIP CODE PHONE NUMBER FICITY VILLAGE [MOWN ' NEAREST ROAD
e�t�t N e ,�-t fv s s 4�y ( ) TQ opt L)KA- " JZZ Pro
[X],New Construction Use Residential/Number of bedrooms L/ //^^[ J n to xisting building
j I Replacement [ ] Public or commercial describe V U T_
Code derived daily flow bQQ gpd Recommended design loading rate bed,gpd/ft2 8 tre ch,gpd/ft2
Absorption area required %S45 bed,ft2 5 trench,ft2 Maximum design loading rate bed,gpd/ft2 •S trench,gpd1ft2
Recommended infiltration surface elevation(s) $°to-0 ' It (as referred to site plan benchmark)
Additional design/site considerations ti sJJVL-L k4X 42"Q ask _S
Parent material Lo�3 ova GLfVCIPrL OU�VV%N ' Flood plain elevation,if applicable tit J - ft
S=Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN RLL HOLDING TANK
U=Unsuitable fors stem 1LS ❑U I ®S ❑U ®S ❑U I IFS ❑U ®S ❑U EIS j$U
SOIL DESCRIPTION REPORT
paoor Mottles Structure Boring# Horizon ( I I Iry I
»� Depth Dominant Cl M Stt GPD/ft
Texture Consistence Bouixla Roots in. Munsell Du.Sz.Cont Color Gr.Sz.Sh. Bed JTrench
z q zn lo`tfZ 3L3 — slc] Z►tirauk wf'Fr es - •�( .s
Ground 3 si y -S�t R 3l y S g 6h c)
elev.
$94.1 tL
Depth to
limiting
factor
9.4"
Remarks:
� nz9#
11E 711
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
CST Name:—Please Print Phone:
Arthur L. We erer 715-425-0165
dress:
egerer soil Testin g g& Design Service-P.0. Box 74 River .Falls WI. 54022'
Signature: �
q_Z cj-7 _ )q Z Date: CST Number:
220251E
�I
PROPERTY OWNERCUKTS1QQ-JM0- 'Z)Zy . '
SOIL DESCRIPTION REPORT Page?of 1�s
PARCEL W.# JUp)Iv io
Bo i # Horizon Depth Dominant Color Mottles Texture Structure GPD/ft
��L� in. Munsell Qu.Sz.Cont.Color Gr. Sz. Sh. Consistence Boundary Roots
d Trench
...c ti 0-90 1-s`t R. 31 Be -�
.-�
..........
Ground
elev.
39y.Zft.
Depth to
limiting
factor
? 9 13 I
Remarks:
d G H
i
Ground
elev.
S4S-Ift.
Depth to ---
limiting
f714�
ti
Remarks:
Boring #
>:``z>: 1 0$9 .S y n_ c y - S G►. o
Ground
elev. I
MY-)ft. f
Depth to _
limiting
factor i
f_
Remarks:
3oring#
around
Nev. ,
ft.
)eplh to
imiting
actor
Remarks:_
PLOT PLAN Page 3 of 3
SCALE 1"= 5p '
G`N
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—5 �_LLEvfiT[UUS _
LIST �
wa �
SkSZ�S
sE To-at PVT LLI'R T -ZS" Fxu '1 S"T)-imi3. /
O � N /
1N TKLC_A50_t Q�=_2tis 11 5__�!V/-_L_'t1_cil�F_Gtplteliy 16
gZ_�wrN O�Yt-��YF�.P---•Lti^ll'f� QS�=�3_wc�:�� �,
►tip-������ c�r?v9 __� r�:tom y,z." colt cz rives
BM-LTL. Sego'
t. S�_-Z -_Ls1T-Fti-C - .1E"12 G t� tiiy
�Z- It_q zzo2Sy
9 ( 715 ) 475-n1 h5
CST Signature Date Signed Telephone No. CST#