HomeMy WebLinkAbout040-1253-20-000 (2) Wisconsin Department of Commerce SOIL AND SITE EVALUATION Page 1 of 3
Division of Safety and Buildings in accord with Comm 83.05,Wis. Adm. Code Environmental By Design
Attach complete site plan on paper not less than 8'/a-x 11 inches in size. Plan must County
include,but not limited to:vertical and horizont0feference point(BM),direction and St. Croix
percent slope,scale or dimensions,north arrow,and location and distance to nearest road. Parcel I.D,# Q ?
APPLICANT INFORMATION- lease�t1//uf��1,1, formati(tn. 7Datea��
Personal information y vide may be u for secondary pSaGFidsetrivacY Law,s.1.5.04(1)(m)). Revi d B
Property Owner �,. {;P� roperty Location
t vt.Lot - NE 1/4 NW 1/4 S 19 T 28 N,R 19 W
Property Owner's Mailing Address J'ti rUy�E rr Lot# �Block# Subd.Name or CSM#
Troy Village Second Addition
12301 Central Avenue NE, S e.230 i 1�% IL 82 - Nearest Road
State Cod 'PhoneNumber ", ❑City ❑Village ,L„Town
City Troy I St.Andrews Drive
nlis
Mina o MN +°
❑ New Construction Use: ❑ Residential 1 Number of bedrooms 4 ❑Addition to existing building
❑ Replacement ❑ Public or commercial describe
Code Derived daily flow 600 gpd Recommended design loading rate
7 bed,gpd/ft2 .8 trench,gpolftz
Absorption area required 857 bed,ftz 750 trench,ft2 Maximum design loading rate •7 bed,gpdM .8 trench,gpolf 2
Recommended infiltration surface elevation(s) By Designer ft(as referred to site Dan b nchmar
Additional design/site considerations G'' 19 required to meet code requirements for maximum depth to pipe
Parent material Loess Over Glacial Outwash Flood plain elevation,if applicable NA ft
S=Suitable for system Conventional Mound In-Ground Pressure AT-Grade System in Fill Holding Tank
U=Unsuitable for system ®S ❑ u N S ❑U I ® S ❑ U I ® S ❑ u I ❑ S ® U I ❑ S ® U
SOIL DESCRIPTION REPORT
Depth Dominant Color Mottles Structure GPD/f 2
FHondzon Texture Consistenc Boundary Roots
Boring# in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. Bed Trench
1 0-32 10yr3/2 - is tE r mvfr cw 2f 5 6
Is mvfr cw if 5 6
32-52 7.5yr4/4 -
Ground 10yr5J8 - sil mfr cw - 5 6
elev NA ; NA
105.45 ft 68-78 10yr5/8 c2d 2.5yr4J8 sil lmgr c� -Depth to 78-145 7.Syr4/6 - s osg ml - - 7 .8
limiting Final grades to meet the requirements of the code.....Cut to 102.40
factor
68"
Remarks:
2 1 0-18 10yr3/2 - is lmgr mvfr cw 2f 5 b
2 18-27 7.5yr4/4 - is lmgr 5 ' S 6
Ground 3 27-50 10yr5/8 - sil 2mgr mfr 5 6
elev 7 ! g
101.5 ft 4 50-140 7.5yr4/6 - s osg ml -
Depth to
limiting
factor
>140"
Remarks:
CST Name(Please Print) S' _ Telephone No.
�-�--
715-246-2454
Thomas C.Nelson
Address Environmental By Design Date CST Number Ref#
1432 120th Street,New Richmond,WI 54017 2/3/98 M02605 15
PROPERTY OWNER:Continental Development SOIL DESCRIPTION REPORT 15 Page 2 of 3
PARCEL I.D.# Environmental 13v Desi
Depth Dominant Color Mottles Structure GPDIf>2
Horizon Texture Tonsfstence Boundary Roots Bed Trench
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh.
3 1 0-14 10yr3/2 - is lmgr mvfr cw 2f 5 6
2 14-34 7.5yr4/4 - is lmgr mvfr cw if 5 6
Ground
elev 3 34-45 10yr5/8 - sil 2mgr mfr cw .5 .6
103.88 ft 4 45-5 10yr5/8 c2d2.5yr4/8 sil lmgr mfi cw - NA NA
Depth to S 54-140 7.Syr4/6 s osg ml - - .7 .8
limiting Site to be graded so as to be below restrictive horizon. ( 12 inch rule)
factor
-
Remarks: Site to be graded so that Vstem is below the mottled horizon&meet depth requirements
4 0-12 10yr3/2 - is lmgr mvfr cw 2f .5 .6
2
1 F 12-34 10yr5/8 - sil 2mgr mfr cw if .5 .6
Ground _ 7 8
elev 3 34-140 7.5yr4/6 - s osg ml
105.57 ft
Depth to
limiting
factor
>140„
Remarks:
5 0-13 10yr3/2 - is lmgr mvfr cw 2f .5 .6
2 13-30 10yr5/8 - sil 2mgr
1 F mfr cw if 5 6
Ground _ .7 .8
elev 3 30-140 7.5yr4/6 - s osg ml -
103.27 it
Depth to
limiting
factor
>140„
Remarks:
Ground
elev
Depth to
limiting
factor
Remarks:
E BY D 51 GN
1432 1201" STREET, NEW RICHMOND, WISCONSIN
715-246-2454
PROJECT NAME: TROY VILLAGE 2nd ADDITION
DESCRIPTION: NEl/, NWl/, SECTION 19„T 28 N, R19W
TOWNSHIP: TROY COUNTY: ST.CROIX
LOT: 82 SUBDIVISION: TROY VILLAGE 2nd ADDITION
a y'
I � �
4 0/0 �
►3� B-3 a
X85'
scAi.F I"=40' Tom Nelson
BM 1 NE corner post ground surface elev. 100' cstino2605
BM 2 Nail in blazed tree elev. 105,45