HomeMy WebLinkAbout040-1308-00-167 (2) I ,
5
SOIL EVALUATION REPORT Page
Wisconsin Department of Commerce i
Division of Safety and Buildings In accordance with Comm 85,Wis. Adm. Code County
ST.CKSiI
Attach complete site plan on paper not less than 8 112 x 11 inches in siz .Pion C
inducts,but not limited to:vertical and horizontal reference point(BM),
read Cam'
percent slope,scale or dimensions,north arrow,and location and dlste to nearest road. Reviewed Date
Please print all Information. Ut- 1 Z 9 2003
Penonai Wormauon yov provldo may I)*u Sod for IeconOary Purpaaaa(Pr rvacy aw,s.15.04 f 1)( ,
Proparty0wrter P� 'InUNTY W ;
CSGFFI��� t S.24 T �,I N R ZO
CO T Lot a Block rr S or CSM#
Property Owner's Meiling Address 140 T V 1 l 1-A E Io �poN'
QQ Pt EtCD ST N6 SUITE �� Village Town Nearest Road
City State vpCoda Phone Number City C3 UIV��✓A BOAC {
4 t7 0757-"1 "S1KD
61u1✓ GPD
New Construction Use:&Residential/Number of budrocros
Code derived design How rate
❑Replacement ❑ Public or commercial-Describe: _
Parent atenal
Flood Plain elevation i(apPUcaoie
rm �•�•--
General comments
and recommendations: COrSUS1QTI0111AL ZIU"GKOUr)D
0.1 WAD Ut)do RATE
Boring
Eb] Boring a Plt Ground surface slsv._1�Z K• Depth.to limiting factor >9� In• � icalion Rate
ysJ Roots GPD/ff
Texture Structure Consistence Boundary •E�� •Effp2 '
Horizon Depth Dominant Color Redox Description Gr.Sz Sh.
in. Mtmsell Qu.Sz. Cont.Colo
' 1 L -01L
-S 1 --/Z
'35 t - 0.5 0.8
s a Z
sal z-�- 3h cg Zv _M D.� 08
3 ft 4 0-3 ►D y K3/ Z
!s
s o-3 ova —
_ ; s c� fir -
34-4Z 0,4e01v _ 0.-7 L I 1
'7 42--q(, tot�14p0`'/4 5 �
Borin't� 1� u0 0 Gad.,RoRFZ�►4 RAS Nt x Hof�tzo�l S ItAS ZO-ZSCIo GK.
I C 180fing>r 1 it Depth to limiting factor_.Z� in- Soil ' Icallon Rate
C I � Pit mound auAece efev.�q�1�L...
Roots GPO/ff
Horizon Depth Dominant Col Redox Description Texture Structure Consistence Boundary ,Et Ettfi2 )�
;n. Munsell Qu.Sz. Cant.Color
Gr.Sz 5h.
-OVR-zlz
3 13-ZZ 0 3/Z .. L _ < �5 D 7 t.Z I
4 Z 0 3t — Is lrn
5 -3� 5
y/ -- 5 l {.
f�
Fe ' s o .
Effluent pt =BOO.>30 1220 mg/L and TSS>30 f ISO mg/L 'Effluent 02=800 _<30 mg/L and TSS 30 mglL
�
lgnature ` L CST Number I
FAd�dmss Name (Please Print) rig`` 2 � }1
�d H n i L S'T E d Telephone Num t s y Zb-1'17,5 9g75 n9o4hAdE, R)VF FAu-S WI 5LI02Z o;?- L� ;
a;
1 i�
CO1�C�►.1G�iTAL- drLW-SOIL DESCRIPTION REPORT Page 2-a 3
jroejjT cGoP. FR0M C�g1CaWjNL- $01211X05
LOT (p CDX%9L-0TED B{ I. LUE: FII.KFN EAj 4SM&MEFA146
0613th I Dominant Color moon Texture SIM= Canwismrxs Bmr impf Roots GPt]/tt
#r Honzvn in. I MunsW CkL SL�,Calar Gr. Bed ITWXV
A 0-11 ___ 2f k Imfr gw 3vf 0.5 O.t .
B1 11-17 10YR 4/4 --- sil msbk mfr cs 2vf 0.5 10.6
y B2 17-28 7.5YR 6 --- gcba 2m-cabk mvfr cw 2vf 0.5 10.6
i
R C1 28-52 10YR 6/6 --- a Ogg ml cw lvf 0.7 !0.8
�p C2 ]52-83 �10YR 6/6 --- gs .Ogg ml --- lvf 0.7 0.8
' Remarks:
M
FB2 0-18 lOYR 3/2 - sl if-msbk mfr gw 2vf 10.5 0.6
18-30 10YR 3/2 --- sl -csbk mfr cw 2vf 0.5 0.6
i 30-54 lOYR 4/2 --- ail 2mabk mfr cw lvf- 0.5 :0.6
�; Guound
4-66 1 0YR 5/6 --- ail 3mabk mfi cs lvf 0.5 ;0.6
74.3 tL
1 6-72 10YR 5/6 --- gsl lcsbk mfr gw lvf 0.4 0.5
t O�olh m
9 2 2-85 .5YR --- s Og ml --- jlvf 0.7 0.8
�a8511
- Horizons Al and A2 appear to be fill
lit5 Remarks: -
' Boring a I
Ci3 A -9 0.OYR 3/3 --- 1 2mabk mfr aw 2vf- 0.5 0.6
B --16 �OYR 4/4 --- cl 2mabk mfr cw 2vf .4 0.5
C1 6-43 OYR 5/6 --- s Oag ml w lvf �-7 0.8
Gmund - i
dw• C2 3-80 OYR 5/6 --- s log& ml --- lvf 6.7 0.8
892-o ft.
t�lll to i '
�9
lactmr
80_
Remarks:
n4 _
A � 0-9 110YR 3/3 -- 2mabk I mfr aw 2vf- 0.5'5 0.b
32 B 9-12 1 9 1 2mabk mfr I cw - 0
C 12-84 - -
GMU"d
89, 3.8tt !,
yn�n4
y=
�iemattca:
st0.aaotao�
owl-
L6C - J OF
IoY, TK` V IILIN�E BAI=0..
TP.oV, s.C<20�X COl U��, W I�QtJS i
- 7�Ig S��► P�
I� 6
38.44' , ' waS
f
x
167 Z
t O
N�
.� N in (r
M �
N
O
2
p
61676 81666 ELEV. 892-
ELEV. 890.2 '
�a96i
/
BI 6�A B 166C
ELEV 887.4 ® B 167C ELEV. 897.2®
218.15' ELEV. 895.
EAU. SqT o' gM
oq-oq-c5
Parcel #: 040-1308-00-167 03/07/2014 08:28 AM
PAGE 1 OF 1
Alt. Parcel M 24.28.20.1986 040-TOWN OF TROY
Current OX ST. CROIX COUNTY, WISCONSIN
Creation Date Historical Date Map# Sales Area Application# Permit# Permit Type #of Units
02/10/2004 00 0
Tax Address: Owner(s): O=Current Owner, C=Current Co-Owner
0-TROY DEVELOPMENT CORP
TROY DEVELOPMENT CORP
11806 ABERDEEN ST NE STE 290
BLAINE MN 55449
Property Address(es): *=Primary
*322 LINDSAY RD
Districts: SC=School SP= Special
Type Dist# Description
SC 4893 SCH DIST RIVER FALLS
SP 0100 CHIP VALLEY VOTECH Notes:
Legal Description: Acres: 1.140
SEC 20 T28N R20W PT SE SE; BEING TROY
VILLAGE 6TH ('04)LOT 167(1.140AC) Parcel History:
Date Doc# Vol/Page Type
02/10/2004 753934 09/100 PLAT
Plat: *=Primary Tract: (S-T-R 40%160%) Block/Condo Bldg:
*09-100-TROY VILLAGE 6TH ADDN 146/168 24-28N-20W SE SE LOT 167
2013 SUMMARY Bill M Fair Market Value: Assessed with:
236824 65,800
Valuations: Last Changed: 11/09/2009
Description Class Acres Land Improve Total State Reason
RESIDENTIAL G1 1.140 75,000 0 75,000 NO
Totals for 2013:
General Property 1.140 75,000 0 75,000
Woodland 0.000 0 0
Totals for 2012:
General Property 1.140 75,000 0 75,000
Woodland 0.000 0 0
Lottery Credit: Claim Count: 0 Certification Date: Batch M
Specials:
User Special Code Category Amount
I�
i
i
Special Assessments Special Charges Delinquent Charges
Total 0.00 0.00 0.00
I
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1 4.2T 200.05' v -_ I - - - - -
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Wisconsin Department of Industry,
Labor and Human Relations SOIL AND SITE EVALUATIQX`,AEPORT Page I of 3
Division of Safety 8 Buildings in accord with ILHR 83.05,Vyfs.Adm:Code
`. COUNTY
Attach complete site plan on paper not less than 8 112 x 11 inches in size.Klan must include,but
not limited to vertical and horizontal reference point(BM),direction and%of slope,scaje,or PARCEL I.D.# iZqqp IAj G
dimensioned,north arrow,and location and distance to nearest road.
APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION, . REVIEWEGBY _ DATE
PROPERTY OWNER: PROPERTY LOCATION
Cb►.1`n 1J T.IC�L�;U�7►"1 -�-- �p��. -68 kA� ,sue 1/4 Si5y. ,JSZ4 T Z$ N,R '2,0 E( W
PROPERTY OWNER':S MAILING ADDRESS• T# ` LOCK#' `S11Bfj:NAME OR CSM#
\'L3o l C,EDJC\Z1'TC. A N.e. + Z 3u t — -MU11 ULLLftGE
CITY,STATE S SP CODE PHONE NUMBER CITY ILLAGE [TOWN ' NEAREST ROAD
e Lr�1 fu ,wt ry y Tt�oY l�tio51 120 Nib
(Sc�New Construction Use Residential/Number of bedrooms [ AddibQn to existing building
Replacement [ J Public or commercial describe T7 l-
Code derived daily flow boo gpd Recommended design loading rate - bed,gpd/ft2 $ trench,gpd/ft2
Absorption area required $S E5 bed,ft2 -1 So trench,ft2 Maximum design loading rate •'1 bed,gpd/ft2 •5 trench,gpd1ft2
Recommended infiltration surface elevations) W.O ft (as referred to site plan benchmark)
Additional design/site considerations S� Iyc�'C E �p t tit%Tt0_L(n Owl
Parent material L.O k-m g ouk�2 G�-ftC A - 0t1 TW Vy3 b Flood plain elevation,if applicable Ili A It
S=Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK
U=Unsuitable for s stem LAS ❑U CAS ❑U ®S ❑U S ❑U ®S ❑U I ❑S ®U
SOIL DESCRIPTION REPORT
Orin # Horizon Depth Dominant Color Mottles Structure ructure GPD/ft
exture Consistence Bo rxiary Roots
3 in. Munsell Qu.Sz.Cont Color I Gr.Sz.Sh. Bed JTrer&
u-16 31 z. s i Z,M S 1a
w�`k Z Lb 32 l0 `[lZ3/6 _ 6rst1 Z►»Sbk �S�'1 cs — . 5 .b
Ground 3 2-101 -•S Li 31 S p S5
elev.
8�t3.5 ft
Depth to
limiting
factor
> lp�"
Remarks:
� ri 9# aa
2•vn S 1t o\S I� - • 5
.S -",
Ground 3 u-I-61 Z.SYR Sly _ Sg a►- O S9 LA — •-t .S3
elev.
&Rt b ft
Depth to
limiting
factor
> bill
Remarks:
CST Name:—Please Print Phone:
Arthur L. We erer 715-425-0165
e
rgerer Soil Testing & Design Service-P.O. Box 74 River .Falls,WI. 54022
Signature: -
. Date: lZ` `�_� - CSTNumbe220254
PROPERTY OWNER C.UKMIQkiTtcl. 'Z)ZQ . SOIL DESCRIPTION REPORT Page 'Z of 3
PARCEL I.D.# �Ze pp)h/C.
n g # Horizon Depth Dominant Color Mottles Texture Structure GPD/ft
in. Munsell Consistence Roots
Qu.Sz.Cont.Color Gr. Sz. Sh. Y
Bed Trer>ch
.}...c o_z3 toytz �/z - st. Z sb� �>^ ck, _ -s
6
<;
2 2 3-�(Z u`4 R- 31[0 S) 2 r� S Uk wt'F1- S •S -�,
Ground 3 41-4o3 -)•S`1 R 31Y S Et G►- CO
elev.
890.0(L
i
Depth to ,
limiting
factor I
>
Remarks:
� ng #
�.,.°, >,;::� I o-�1 1 b`i ►z 3 t Z S i z�'s blz
Ground
elev.
6`9'6.9 ft.
Depth to
limiting
factor
> LOB"
I
_
Remarks:
B i #
o-►u loti2 3rz - st Z� sb1z dsh ctv = •s .6
IoIfR 6 si 1 Zk, sbk 4S
3 l(,_tuS 7•S y�Z 3/Y s
Ground et Gt-
_
elev.
t.s
Depth to .
limiting
factor
_
Remarks:
3oring #
around
:lev.
ft.
)epth to
imiting
actor
Remarks:
�rl ab•ln r=te..r ...,
• PLOT PLAN Page 3 of 3
SCALE 1"= SO '
t_tw�rC`i ZoP\D
i
i
LpT �3�
�v����wG S�1'3rt�12 LUQe
1
g�«A1II.►G swTst!f-Ck LLJuL
�-I L7C�m"P�M
BOWL CTt.,686,0
IN�I`L1tt TtZ�eH�'S �v �b
`T1Z�IJLO��H_,gag?
.p•
0/0
�F3w1L. 8q•�.L1° o�
`b
l 9.13$@ j 3q 1a
Fi�•Tt�� <,�_. of �L�1fuV� 1 OW,��
err-_ T ZS ' t -o M Ttz��►Cpl S -
W 0 L SO' , ---- --
__�oT_E_� 1 ly SI�A Ll�'�Z..•- _.
-1 S'- couG w/I-H s N-
S t'bL'tvtti Q�2 L�l'tc.� �-H1.RN'1Zs-• _ _ ----------..
SUN: 1D L�UUS� LL34�7U1`1 Ft.�US� PUMA wtl_L_ 3F��'�j -
_F_tvCZ.:-B�S�M
qq Zq,�-_138
715 ) 425-0"1 65
CST Signature Date Signed Telephone No. CST#