HomeMy WebLinkAbout038-1031-90-000 t 1 3
Wisconsin D rtment of Industry, SOIL AND SITE E V A L U PORT Page of
cl.:abor anv% ,.,.ian Relations ..�
Division of Safety&Buildings in accord with ILHR 83 dm. Code
COUNTY
Attach complete site plan on paper not less than 8 1/2 x 11 inches in ' '" Ian JE (obut St. CRoix
not limited to vertical and horizontal reference point(BM),direction of slope,scale or PARCEL I.D.#
dimensioned, north arrow,and location and distance to nearest roa C%.t,:' # . 038-1031-90-000
APPLICANT INFORMATION-PLEASE PRINT ALL INFORM filbN
ST COX ;YIEWED BY DATE
'PROPERTY OWNER:
OWNER: P IONS
Jerry Van Dam 'GOVT LOT _.SW . ,_114 1/4,S 8 T 31 N,R 18 R(or)W
PROPERTY OWNER':S MAILIN03 ADDRESS # BLOC94,t UBD.NAME OR CS #
2122 Hy. #35N na 1 na [[
CITY STATE IP CODE PHONE NUMBER ❑CITY ❑VILLAGE PgFOWN NEAREST ROAD
CITY, WI. 5402 ( 71� 247-3198 Star Prarie 95th. St.
=derivedi Use [x] Residential/Number of bedrooms 4 [ J Addition to existin buildin
[ J [ J Public or commercial describe
600 gpd Recommended design loading rate •5 bed,gpd/ft2 •6 trench,gpd/ft2
Absorption area required 500 bed,ft2 500 trench,ft2 Maximum design loading rate •5 bed,gpd/ft2 •6 trench,gpd/ft2
Recommended infiltration surface elevation(s) 101.30 ft (as referred to site plan benchmark)
Additional design/site considerations system el. based on contour line of el. 100.30'
Parent material glacial drift 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 fors stem 0 �7U ®S ❑U ®S ❑U ❑S ]U ❑S EIU ❑S CCU
SOIL DESCRIPTION REPORT
Depth Dominant Color Mottles Structure GPD/ft
Boring# Horizon in. Munsell Qu.Sz.Cont.Color Texture Gr. Sz. Sh. Consistence Boundary Roots Bed Tre&
..................
.................
..................
.................
- <' 1 0-8 10yr3/3 none 1 2msbk dsh gw 2c .5 .6
2 8-31 10yr4/4 none sl 2msbk dsh gw lm
Ground 3 31-7 7.5yr4/4 none scl M na na na np I .2
100.5t.
Depth to
limiting
factor
31"
Remarks:
Boring#
1 0-9 10yr3/3 none 1 2msbk dsh gw 2c .5 .6
<> 2 «< 2 9-31 10yr4/4 none sl 2msbk dsh gw lc .5 .6
..................
3 31-41 7.5yr4/4 none scl 2msbk dsh gw if .4 .5
Ground
elev. 4 41-55 7.5yr4/4 none scl M na na na np i .2
100.4 ft.
Depth to
limiting
factor
41"
Remarks:
CST Name:--Please Print Gary L. Steel Phone: 715-246-6200
Address: 1554 200th. Ave. Ne Richmond W 54017
Signature: Date: 10-13-99 CST Number: m02298 aeAw
1
PROPERTY OWNER Jerry Van Dam SOIL DESCRIPTION REPORT Page.of 33
PARCEL I.D.# 038-1031-90-000
Boring# Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft
.................
in. Munsell Qu.Sz.Cont.Color Gr. Sz. Sh. Bed Trends
..................
................. .
1 0-10 10yr3/3 none 1 2msbk dsh gw 2c .5 .6
.........:.... 2 10-37 10yr4/4 none sl 2msbk dsh gw lc .5 .6
Ground 3 37-55 7.5ry4/4 none scl M na na na np .2
elev.
97.4 ft.
Depth to
limiting
factor
37"
Remarks:
Boring#
Ground
elev.
ft. —
Depth to —
limiting
factor
Remarks:
Boring #
I
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
Boring#
Ground
elev. 1
ft.
Depth to
limiting
factor
Remarks:
SBD-8330(8.05/92)
I
1 v r
STEEL'S SOIL SERVICE
Gary L. Steel ,Terry Van Dam 1554 200th Ave.
CSTM2298 Sw4NE1 S8-T31N-R18w New Richmond, WI 54017
MPRSW-3254 town of Star Prarie (715) 246-6200
N-
1"=40' �
BM.= top of nw corner of base of elec. transformer
Alt. BM.= top of 1" pvc pipe @ el. 100.80'
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pQfi
.Q,�o �c ,�O.
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Gary L. Steel
10-13-99
2002-200 11 :05PM FROM GARY L STEEL 715+246+6200 P. 1
STEEL'S SOIL SERVICE
Gory L Steel Jerry Van Dam 1554 200th Ave.
GSTM2298 Swknt S8-TUN-R18w New Richmond,.Wl 54017
MPRSW-3254 town of Star.pkarie (715) 246-6200
N .
k"=40' p�
IN.= top of nv corner of base of elec. transformer
Alt. B4.= top of 1" pvc pipe @ el. 100-80'
AD
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Gary L. Steel
10-1.3-99
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