HomeMy WebLinkAbout040-1308-00-166 (3) Wisconsin Department of Commerce SOIL EVALUATION REPORT Page_ 1 of 3
Division of Safety and Buildings
in accordance with Comm 85,We. Adm. Code 1
County S-T CgDt
Attach complete site plan on paper not less than 8 112 x 11 Inches 7(o C
Include,but not limited to:vertical and horizontal reference point( I VE anal D.
percent slope•scale or dimensions,north arrow•and location and t road.Please print nil Information. p Revia ed by Date
20 3 Penonol InlOfmsuon you provWS may be wee ror ncen0ary pvrpesoa(Pr )l fl• f
Property Owner Y
CO T P. L E 1/4 5 114 S 2-A} T .Vi N R w
Property Owner's Mailing Address Lot# Block aY Subd.Name or CSf.t# I
I U0 EkZ 5T NG SW-M 100 11v(v —' TRH V tt�R�E ( KADCA ,
City State IJp Code Phone Number ❑City ❑Village ®Town Nearest Road
6LAWZ 4 1 (10)757-7 -trZD i U/UDSA ROAr.) ,
New Construction Use:,g Residential/Number of bedrooms�` Code derived design Bow rate_ �p�Q _GIRD '
❑Replacement ❑ Public or commercial•Describe:
Parent matenal Owr �Sth4 A t t >:UlA L Flood Fiain elevation it applicabie
General continents
and recommendations: CODUEAII'IOA)fll_ IA1-CvKOUIND T2fc,rlCtit4S
0.-7 LOADWdo ATE
FA� Boring 0 Boring
pit Ground surface elev.-SqI4.0_It. Depth to limiting factor 7 Z in.
Soil Aoication Rats
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
in. Munsell Qu.Sz. Cont.Color Gr.Sz,Sh. 'Eff#1 Efffx2
0-4 � i_ ��=m As d.5 0.
Z _ zly _ L
3 _ -MW -1--A aW -nn .5 .8
lu Yt2 51 Z _m o•lo d s -rn 0.5
05A Al rf IS-LS o 3 5 W - 0.
5 S- L1 s A I 0.7 �,z
i
p I Z vt 06 G 0 i 0-i °l Gfe. K. i
i t
I (
I
L ! Boring# Bodng
(� Pit Ground surface elev. Depth to limiting factor_7 q0 in. f
Soil Application Rate i
Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots GPOltf t
7'
n. Munsep Ou.Sz. Cont.Color Gr.Sz.Sh. •Eff#1 I •Eft#2
V 2/L
Z 5--q o�1 z/z _ L -m d s Q-v 0.5 0,$ I
r
L K d 0,Vj Z - .:5' 0.S '
q-35 `+ 3/ - 5 0 d l Q.-7 1.Z I
Effluent#1 =BOD >30:5 220 mg/L and TSS>30< 150 mg/L 'Effluent 02=800 <30 mg/L and TSS<30 mg/L
CST Name (Please Print) t }f
Signatura CST Number i
Address JO NOIL STE 3
dress ZZ
Date Evaluation Conducted Telephone Number ) t
W98?5 ego�I,AOE, RIVE SE ALLS WI 54022 q-g-03 C7►6 H2b-11715
s
., 1
PAOpEFM OVER COIF{WC-MTA L.DEdr-AP-SOIL O E S C R I P TI O N REPORT Page Z of 3
P�cat.a, rA��t,,,►►�l .mom FROM ORWOWNL- B0VZAI- G&
CA119LErvED B4 L.Ows FILKEA1 S,06DEA) E1V61AJEE 1A)6
OepM Oomnant Color Howes Texture Structure R GPOitt
80 Horizon in. I Munsell I au.Sz Cant Cow I Gr. SL Sh. I ��� Dots Bed iTo=
75>.
A 0-11 _ -qi T 2fsbk mf I gw 3vf 10.5 10.6
B1 11-17 10YR 4 I --- sil ( 2msbk mfr Ics 2vf 0.5 10.6
Gtaund B2 17-28 7.5YR 4/6 --- gcbsl 12m-csbjt mvfr cw 2vf 0.5 0.6
869.81t C1 28-52 lOYR 6/6 --- s IOs ml cw lvf 0.7 0.8
OR*to C2 52-83I10YR 6/6 -- gs sg ml --- lvf 0.7 0.8
W=
> 83". F-T
I
Remarks:
Boring#
Al 0-18
110YR 3/2 --- sl 1 msbk mfr Igw 2vf 0.5 0.6
2 018-30 10YR 3/2 -- sl I2m-cs mfr cw 2vf 0.5 0.6
27
o 1 30-54 10YR 4/2 --- sil 2msbk fr cw lvf- 0.5 :0.6
2 4-66 10YR 5/6 --- sil 3mabk mfi cs lvf 0.5 0.6
1 6-72 1OYR 5/ --- gsl lcsbk mfr w lvf 0.4 0.5
Wr>t" 2 72-85 7.5W' 416 --- gs 0sx ml --- lvf 10.7 '0.8
85"
Remarks: Horizons Al and A2 appear to be fill a� Z.
Boring A -9 �OYR 3/3 I --- 1 2msbk Imfr law 2vf- 0.5 0.6
X33L B -16 OYR 4/4 --- cl 2mabk mfr cw 2vf .4 0.5
C1 6-43 OYR 5/6 --- s Osg ml w lvf 0.7 0.8
round
892,Ctt•
C2 3-80 OYR 5/6 --- s Os ml --- lvf .7 0.8
epm to
4ftng
fam
78011
Remarks:
Boring#
A 0-9 10YR 3/3 --- 1 2msbk mfr aw 2vf4 0.5: 0.6
332' B 9-12 10YR 4/4 --- sl 2msbk mfr cw 2vf-j: 0
Ground C 12-84 1 --- _
Slew.
893.81t
omm to
' 841'
Remarks: -
(:ON11fv1=NT��- Mv-r,-wPM>`NT t"JKP PACF,
,
LOT 166)1)lwM
Tay , ST. cRDkX cou TAP of
vy P,�cKZro�
38.44'
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ELEV. 890.2 V1, ELEV. 892.0
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X89
6'
/ B 16�8A 8g�
8166C
ELEV 887.4
® B 167C ELEV. 897.2®
218.15'
ELEV. 895.
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Parcel #: 040-1308-00-166 03/07/2014 08:28 AM
PAGE 1 OF 1
Alt. Parcel#: 24.28.20.1985 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
TROY DEVELOPMENT CORP 0-TROY DEVELOPMENT CORP
11806 ABERDEEN ST NE STE 290
BLAINE MN 55449
Property Address(es): '=Primary
Districts: Sc=School SP=S ecial '201 MUIRFIELD TRL
p 320 LINDSAY RD OR
Type Dist# Description
SC 4893 SCH DIST RIVER FALLS
SP 0100 CHIP VALLEY VOTECH Notes:
Legal Description: Acres: 1.419
SEC 20 T28N R20W PT SE SE; BEING TROY
VILLAGE 6TH ('04)LOT 166(1.419AC) 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 166
2013 SUMMARY Bill#: Fair Market Value: Assessed with:
236823 65,800
Valuations: Last Changed: 11/09/2009
Description Class Acres Land Improve Total State Reason
RESIDENTIAL G1 1.419 75,000 0 75,000 NO
Totals for 2013:
General Property 1.419 75,000 0 75,000
Woodland 0.000 0 0
Totals for 2012:
General Property 1.419 75,000 0 75,000
Woodland 0.000 0 0
Lottery Credit: Claim Count: 0 Certification Date: Batch#:
Specials:
User Special Code Category Amount
Special Assessments Special Charges Delinquent Charges
Total 0.00 0.00 0.00
�CO CO
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Wisconsin Department Industry,labor and Human Relati ons SOIL AND SITE E V A L U A T I �E P O R T
Page Of 3
Divi on of Safety&Buildings in accord with ILHR 83 05,45 Mrn-Code
COUNTY
Attach complete site plan on paper not less than 81/2 x 11 inches in sizq Pl�r must include,but;
not limited to vertical and horizontal reference point(84,direction and%-of=slope,scale or PARCEL LD.# ��p L,u G
dimensioned,north arrow,and location and distance to nearest road. '
APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION, REVIEWED BY _ DATE
PROPERTY OWNER: PROPER ' LUCATft3jy
►.'t T CptL 69T S E 1/4 S r1/4,SZ4 T Z$ ,N,R 2.0 E( W
PROPERTY OWNERS MAILING ADDRESS. XIE03 LOCK# Sy8f7:NAME OR CSM#
._. _,...CITY,STATE ZIP CODE PHONE NUMBER VILLAGE [fOWN ' NEAREST ROAD
s S 4�y ( ) R-oY �>N�Sts�•1 1�.v per.
[xI New Construction Use Residential/Number of bedrooms 14 [ J Additi n to e�xis6ng hiiilrfinn L
L ] Replacement [ J Public or commercial describe 17
Code derived daily flow 60o gpd Recommended design loading rate bed,gpd/ft2 $ trench,gp ft2
Absorption area required 8 S8 bed,ft2 -1 SO trench,ft2 Maximum design loading rate --1 bed,VM2_- trench,gpd/ft2
Recommended infiltration surface elevation(s)840.S CBOT* 'tE-� OMLIs� It (as referred to site plan benchmark)
Additional design/site considerations S E; IVO•}L "M I u ST{rt..t_ft 0Aj -k'v�-Ge 2,
Parent material Loess ovC'lL GL rye t kc. Ov`�„�g N Flood plain elevation,if applicable N A It
S=Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FlLL HOLDING TANK
U=Unsuitable fors stem ®S r U ®S ❑U NI S ❑U 2S ❑U f$S ❑U ❑S U
SOIL DESCRIPTION REPORT
Rng# Horizon Depth Dominant Color Mottles Structure GPD/ft
,, in. Munsell Qu.Sz.Cont Color Texture Consistence Ea idary I Roots
..::< � Gr.Sz.Sh.
Bed Trer>ch
� 2. 11-3 2 l0 H R alb _ S i I 2-inSblz oQS h `
cs •5 •b
Ground 3 3Z-14 -).5Y2 31y - Sfl�l" v 99 cal
elev. •$
8°t6.9 ft
Depth to
limiting
factor
> IQ 8''
Remarks:
#
Z.
3 &IoS S�f(z 3ry -
Ground s A Gw o S9 0l I - •� •4�
elev.
8°Il•$ ft.
Depth to
limiting
factor
> I as
Remarks:
CST Name:—Please Print Phone:
Arthur L. We erer 715-425-0165
ergerer Soi Testing & Design Service-P.O. Box 74 River .Falls,WI. 54022
Signature .
_ 9 4-Z9*7 - �3c� Date: ,Z_". CST Number:.
�� 220254
L
I r
PROPERTY OWNER C'3 1'M �11`CyCI- �k'y • SOIL DESCRIPTION REPORT Page?of 3
PARCEL I.D. is X-)Z))w G
Depth Dominant Color Mottles Structure GPD/ft
Borin # Horizon Texture Consistence BaxJar Roots
�� xy,in. Munsell Qu.Sz.Cont.Color Gr. Sz. Sh. Bed Trench
'............. z 11-Z� �oy� 3t` _ s�1 zvm sbk dish es — •s
Ground 3 2�F-LU S`tR 3! _ St6►- 0 Sg �� - •-1 .S3
elev.
Depth to
limiting
factor
Remarks:
BQ�n # —
>. 1 0 v 1L)L«- 3!z Gh a i l Z�s bF� cQS1� e S — .S.
SLlD- S1 c/ S G� OSg
;.....: .:...
Ground
elev.
ft.
Depth to --
limiting
factor
U6a
Remarks:
or�g # _
Zan Sb1Z.
3 ii-log �.S 11R. 31 Ste,. U S b
Ground
elev. }
9945 ft
Depth to
limiting
factor
Remarks:
3oring#
L3
'round
Nev.
f t.
)epth to
imiting
actor
Remarks:_
`fl(1'1.1!11(1•lr . .
PLOT PLAN Page 3 of 3
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CST Signature Date Signed ( 715 4 Telephone No. -