HomeMy WebLinkAbout040-1248-40-000 weconsa+Oepartment of Inausuy. SOIL AND SITE EVALUATION REPORT Page I of 3_
Labor ono"Human RManons
Oivison of Sa"s eWwmys in accord with IL.NR 83.05.Wis.Adm. Code
COUNTY
Attach complete site plan on paper not less than 8 1/2 x 11 inche ze.Plan must include,but ST. CROIX
not limited to vertical and horizontal reference point(8M), o am, pe,scale or PARCEL 1.0.t
dimensioned,north arrow,and location and distance t oad:
APPLICANT INFORMATION-PLEASE PAIN dit NFOpN ` IEWEO DATE
PROPERTY OWNER: -f o PROBER LocAnON E 1 24T 8 NR 20 W
TOM RUEMMELE & JOHN AND BARB E o f =!t 114W 1/2S 19T 29 NR 19 -&(40 W
PROPERTY OYVNEA':S MAILING ADDRESS `""1 Q7-0 R i L0J SU80.NAME OR CSM#
260 COUNTY ROAD F c ! r 'JU O�'� TROY VILLAGE
CITY,STATE ZIP CODE P tJU '(?fiF�CE ILLAGE OWN NEAREST ROAD
HUDSON W 54016 (71 - �R�/SF'Zi r2tl Ccwr-r
pQ New Constr=on Use(X j Residential/Number at j ddi to existjrtg(wilding
j ] Replacement ( J Public or commercial describe -7W
Code derived daily flow 600 gpd Recommended design loading rate_ ¢ bed.gptt1 frerxm.gpd*'
Absorption area required 15�'0D bed,ft2 soo trench,ft2 Maximum design loading rate4 ,f bed,gpdM2 D.6 trends,gpdM2
Recommended infiltration surface elevations) BY DESIGNER ft (as referred to site plan benchmark)
Additional design I site considerations 5 No TE--s O^/ E 3
Parent material e'CSS ��oL,ox-t/T 10 Rood plain elevation,if applicable N/ ft
S=Suitable for System CONVENTIONAL MOUNO IhbGROUND PRESSURE AT-GRAD SYSTEM IN FXL HOLDING TANK
U=Unsuitable for I ❑S OU I I$S ❑U ❑S 19, I ❑S U I Q S ($'tJ ( ❑S Zu
SOIL DESCRIPTION REPORT
Boring to Honzon� Oepth I Oomtnant Color I Mottles Texture I Structure Ij GPO/'t4
in. Munsell C1u.Sz.CorrL Color Gr. Sz. Sh. Bed ITrerall
Al 0-13 10YR 3/3 --- sil 2msbk Imfr Icw j3vf 0.510.6
14
A2 13-20 10YR 5/3 --- sil 2msbk mfr Icw lvf-a 0.
Ground B1 20-41 10YR 4/4 --- sil 2msbk mfr cw lvf-n 0.510.6
elev. �
948.7 ft. B2 41-50 lOYR 4/4 fif 5YR 4/6 sl lmsbk mfr as if ---
Depth to R 0-54 10YR 8/3 --- lms t
--- --- I--- I--- ---
limiting
factor
41" 1 l on I l l
Remarks:
Boring # Al 0-14 10YR 3/3 --- II-
sil
12msbk l mfr cw C3vf-cb 0.5. 0.6
;«.172 :<; A2 14-21 !10YR 5/3 --- sil 12msbk mfr 1 w ¢f-col 0.5 0.6
BI 21-41 lOYR 4/4 --- sil ( 2msbk ( if-m 0.5 0.6
Ground
elev. B2 J:4:1-45 10' --4-/4 f 1 f 5YR 4/6 1 I lcsbk I mfr l as if-m --- --
948.Oft.
R 5-48I10YR 8/3 --- lmst --- --- 1 --- 1--- --- --
Depm to
limiting
factor
41"
Remarks:
Nernr.--Please Print jAMES"D. FUINS P'*" (715) 425-7631
OGDEN ENGINEERING CO., 113 WEST WALNUT ST.. RIVER FALLS, WI 54022
Signattue: Oate: CST Number
le Q? CSTM03988
PROPERTY OWNER SOIL 0ESCAIPTt1dN PMPORT Page 2 of 3
•
PARCEL I.D.x
Oeptn I Oommant Color i Wines Texture I Structure I �I GPO/tt�
Horizon in. Munsell Qu.a Corn Cover Gr. Sz. Sh. Sao 'Tr nCM
Boring #
A -8 kYR 2/2 --- sil I2fgr Imfr Icw 3vf-c 0.5 p.6
;;551:;` gl -15 OYR 4/6 --- 1 2msbk mfr cw of-c 0.5 0.6
B2 5-27 7.5YR 4/6 --- cl 12mabk Imf i cs Rvf-f 1 0.4 0.5
Ground
elev. R 7-30 lOYR 8/6 I --- lms t ---
--- --- --- I--- ---
946.Oft
Dom to
IirrnCng
fwtor
Remarks:
Boring#
Al 0-14 10YR 3/3 I --- sil 2msbk I mfr cw lvf 0.
rB2 14-20 10YR 5/3 --- cw lvf 0.5 :0.6
20-26 7.5YR 4/4 ___ scl 3msbk mfi gw lvf 0.4 0.5
Ground
elev. 26-30 7.5YR 4/4 f if SYR 4/6 scl 3msbk --- ---
945.5 ft
30-34 10Y R 8/3 --- lmst --- --- --- --- --- ---
Depth to
limiting
factor I
26" I.
Remarks: - --
Boring
I
I
Ground
elev.
It I I I I
Depth to
limiting j
factor
Remarks: -
Boring #
Ground
elev.
fL
Depth to
limr6ng
ha I
Remarks:
i
S8I3�IIOrfi.06�1
• PAGE 3OF3
SITE PLAN
NOTES:
PROVIDE MINIMUM OF 1' SAND BETWEEN BOTTOM OF BED AND EXISTING GROUND.
MOUND TO BE A MINIMUM OF: 25' FROM DWELLING; 50' FROM WELL; 5' FROM LOT LINE.
L..oT
�1
I
❑ jl
I
$-/3s
SCALE: 1 " = 40' j.I,
G o ? ¢3
8-/7Z
❑ I
�j��t/Cy�ls�e.C� Tam of
i
OGDEN ENGINEERING CO.
JAMES FILKINS, CSTM03988 Civil Engineers & Land Surveyors
DATE:
¢Zlo/f 113 W. Walnut St. River Falls, WI 54022
(713) 425-7631
Parcel #: 040-1248-40-000 04/09/2008 03:43 PM
PAGE 1 OF 1
Alt. Parcel#: 24.28.20.1286 040-TOWN OF TROY
Current X ST. CROIX COUNTY,WISCONSIN
Creation Date Historical Date Map# Sales Area Application# Permit# Permit Type
00 0
Tax Address: Owner(s): O=Current Owner, C=Current Co-Owner
GARY E&LESLIE J CLIPPER O-CLIPPER, GARY E& LESLIE J
319 BIRKDALE CT
HUDSON WI 54016
Districts: SC=School SP= Special Property Address(es): "=Primary
Type Dist# Description "274 TURNBERRY CT
SC 4893 RIVER FALLS
SP 0100 CHIP VALLEY VOTECH
Legal Description: Acres: 1.223 Plat: 06-089-TROY VILLAGE 1997
SEC 24 T28N R20W SE NE LOT 44 TROY Block/Condo Bldg: LOT 44
VILLAGE
Tract(s): (Sec-Twn-Rng 401/4 1601/4)
24-28N-20W
Notes: Parcel History:
Date Doc# Vol/Page Type
01/12/1999 595509 1394/563 WD
11/03/1997 567892 1274/291 WD
07/23/1997 1192/608 WD
07/23/1997 493/521 LC
more...
2008 SUMMARY Bill#: Fair Market Value: Assessed with:
0
Valuations: Last Changed: 07/22/2004
Description Class Acres Land Improve Total State Reason
RESIDENTIAL G1 1.223 336,000 0 336,000 NO
Totals for 2008:
General Property 1.223 336,000 0 336,000
Woodland 0.000 0 0
Totals for 2007:
General Property 1.223 336,000 0 336,000
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