HomeMy WebLinkAbout020-1439-30-000 (2)
1276
f SOIL EVALUATION REPORT Page 1 of 3
Wisconsin Department of Commerce Steel Soil Service
Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County
St. Croix
Attach complete site plan on paper not less than 8'/= x 11 inches in size. Plan must
include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel ID
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Date
Please prin p Rev' ed
slt~~~X W~f~ Law, s. 5.04 (1) (m)). (N~W~
personal information you provide may be ed Tor
ovt. Lot na SE 1/4 NE 1/4 S 25 T 29 N R 19 W
SAMJI, L.L.C of # Block # Subd. Name or CSM#
roperty Location ---7 F perty Owner 4715-248-7j07l
perty Owner's Mailing Address 30 na Indigo Ponds
41 Cty Rd
city . C State -j city J Village e Town Nearest Road
lander Trail
WI 540Hudson High
New Richmond I ]na
Code derived design flow rate 600
Use: Residential / Number of bedrooms 4
ion public or commercial - Describe:
Flood plain elevation, if applicable
Steam terraces and pitted outwash plains
FGeneralcomments
and recommendations: system elevation 93.35 ft, trenches spaced and depth to code 5.50 ft below grade
Boring # Boring Rate
Pit Ground Surface elev. 98.85 ft. Depth to limiting factor 110 in. Soil GP Application
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roof *Eff#1 *Eff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. mfr gw 1 c .5 .8
1 0-12 10yr3/2 none sil 2msbk
mfr gw 2f .4 .6
2 12-37 10yr4/4 none sicl 2msbk
mfr gw na .4 .6
3 37-50 10yr6/4 fid7.5yr5/6 sicl 2msbk
4 50-110 7.5yr4/4 none Ifs om mfr na na .4 .6
Boring # - I Boring Rate
Horizon Depth 1/ Pit Ground Surface elev. 98.85 ft. Depth to limiting factor 120 in. Soil Application
Dominant Color Redox Description Texture Structure Consistence Boundary Is «Eff#1 "Eff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. ~ 2c 8 8
sit 2msbk mfr
1 0_9 10yr2/1 none
mfr gw 1 c .4 .6
2 9-33 10yr4/4 none sicl 2msbk
mfr gw na .4 .6
none scl 2msbk
3 33-44 7.5yr4/4 .4 .6
Ifs om mfr cs na
4 44.60 7.5yr4/4 none
ml na na .7 1.6
60-120 7.5yr4/6 none cos osg
5
COS <35% coarse fragments = 36" &
>35% - <60% = 60" below system
• Effluent i&& = avu5 ~ ~ ~'9/L and TSS <_30 mg/L
Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L CST Number
Signature: 248956
CST Name (Please Print)
David J. Steel Date Evaluation Conducted Telephone Number
Address Steel Soil Service 5/3/2003 715-246-5085
1564 CR GG, New Richmond, WI 54017
Property Owner ROSAM]I, L.L.C Parcel ID # pending Page 2 of 3
3 ] Boring # Boring
Pit Ground Surface elev. 89.55 ft. Depth to limiting factor 120 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots PD
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-6 10yr2/1 none sl 2msbk mfr cs 2c .5 .8
2 6-28 10yr3/4 none Sid 2msbk mfr cs 1 c .4 .6
3 28-54 7.5yr4/4 none scl 2msbk mfr gw na .4 .6
4 54-65 7.5yr4/4 none ifs om mfr cs na .4 .6
5 65-120 7.5yr4/6 none cos osg ml na na .7 1.6
F-1 Boring # I Boring
Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots PD
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
F-1 Boring # I Boring
_ Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots PD
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
* Effluent #1 = BOD? 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 < 30 mg/L and TSS <30 mg/L
The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or
need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777.
Page 3 of 3
STEEL'S SOIL SERVICE INC.
David J. Steel 1564 Cty Rd GG
CST-POWTSM ROSAMJI, L.L.C. New Richmond,Wl 54017
Lic. #248956 SEl/4,NE1/4,S25,T29N,R19W Bus.(715) 246-6200
Town of Hudson, St. Croix Co. Fax.(715) 246-9372
Indigo Ponds Lot 30
This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your
use. The location of this test may or may not be as shown, as permanent lot lines were not established at
the time the soil test was conducted. Legend
1" = 40'
♦ = Benchmark Ele. IMOOR
Top of 1/2" pvc pipe N
• =Alt Benchmark Ele. 10 1.2017t
Top of 1/2" pvc pipe
❑ = Borings
Boring Elevations
B1 =98.85Ft .4 k
B2 = 98.85Ft
B3 = 89.55Ft
B4 = OO.OOFt
~a
sl~p~
106
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~o 59d.~,/r gnu g~g~S,r~LG
:d htWt 6
-2_8_x_
t ' ! X7537 S.F. • \ N w L
5p• ~a~ (2.010 AC.)
r
N - (1.087 AC. N.B.P.A.)
0
' - 19.41' N~'" j j
F
, k ` j _ r ! r' 143.73• , O LU
O
.B.P.A. 42` / t d9 N
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r i t
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' 4
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1-4
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;92759 S.F.4"
/ a (2.129 AC.)--_
;
1.001 AG N.B.P.A.) L .
74
j to ~ f i L '~J~% L
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vc~
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t 't 3 (1.243 AC. N.B..A. t~ ~i y c
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- - co \ 4
166 S.
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(1.139_ AG N.B.P.A.) 2
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