HomeMy WebLinkAbout020-1419-50-000 (2)
Z 1126
Wisconsin Department of Commerce SOIL EVALUATION REPORT page 1 of 3
Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Steel Soil Service
County
Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must St. Croix
include, but not limited to: vertical and horizontal reference point (BM), direction and
,t ~g ( S Ct .
percent slope, scale or dimemsior>s, north arrow, and location and distance to nearest road. Parcel I.D.
Please print all information. Re By rDate ffiewed,
Personal information you provide maybe used fo (PrwticyEs' w, .-15.t}4 (j) (m)). 13
Property Owner Prop4ty Location
Sienna Corporation Govt. t Ot NW 19 SE 19 S 20 T 29 N R 19 W
Property Owner's Mailing Address ~ F 2, 2 Lot# Block # Subd. Name or CSM#
< T lIt ~
4940 Viking Dr, Suite 608 6 The Glen
City ~Qrrya State Zip C e Phsre ~f~rfiberCity j Village j Town Nearest Road
I MN 5543 Hudson Dorwin Rd.
✓i New Construction Use: a Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
. I Replacement Public or commercial - Describe:
Parent material Pitted outwash Flood plain elevation, if applicable na
General comments
and recommendations: System elevation 92.94ft, trenches spaced and depth to code 3.66ft below grade
M Boring # ry Boring
pit Ground Surface elev. 96.60 ft. Depth to limiting factor 102 in. Sot Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff# 1 PDtftl
1 0-10 10yr3/4 none sit 2msbk mfr cs 1f .5 .8
2 10-13 10yr414 none scl 2msbk mfr cs na .4 .6
3 13-23 5yr4/4 none sl 1 msbk mvfr gw na .4 .6
4 23-102 7.5yr4/4 none cos cos mvfr na na .7 1.6
za~ ,nw't -aJt¢ `r S l~~
Boring
2 Boring #
Pit Ground Surface elev. 96.60 ft. Depth to limiting factor 102 in. Sod Applic9ton Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *E GPD/ftfEff#2
1 0-8 10yr3/4 none sil 2msbk mfr cs 1f .5 .8
2 8-13 10yr4/4 none scl 2msbk mfr cs na .4 .6
3 13-23 5yr4/4 none Is osg mvfr gw na .7 .1.2
4 23-102 7.5yr4/4 none cos osg mvfr na na .7 1.6
~3. Z-4, z
* Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5<_30 mg/L and TSS <30 mg/L
CST Name (Please Print) Signature: CST Number
David J. Steel 248956
Address Steel Soil Service Date Evaluation Conducted Telephone Number
1564 CR GG, New Richmond, WI 54 17 9/13/2002 715-246-5085
Property Owner Sienna Corporation Parcel ID # pending Page 2 of 3
3] Boring # Boring
Ae Pit Ground Surface elev. 93.80 k Depth to limiting factor 96 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft'
*Eff#1 *Eff#2
1 0-16 10yr3/3 none sil 2msbk mfr cs 1f .5 .8
2 16-32 10yr4/4 none scl 2msbk mfr cs na .4 .6
3 32-42 7.5yr4/4 none cos osg mvfr gw na .7 1.6
4 42-96 7.5yr4/6 none ms osg ml na na .7 1.2
qn'
❑ Boring # 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 GPD/ft'
*Eff#1 *Eff#2
Boring # 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 GPD/ft'
*Eff#1 *Eff#2
* Effluent #1 = BOD 5> 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
Page 3 of 3
STEEL'S SOIL SERVICE
David I Steel 1564 Cty Rd GG
CST-POWTSM Sienna Corporation New Richmond, Wl 54017
Lic. # 248956 NWl/4,SE1/4,S 20,T29,R19W (715) 246-6200
Town of Hudson, St. Croix Co. (715) 246-5085
The Glen lot 69
This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for
your use. The location of the 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 EL 100 t
Top of 1" steel pipe
Alt Benchmark E1.99.60Ft
op Of V2" pvc pipe
o = Borings
Boring Elevations
B1 =96.60Ft
B2 =96.60Ft
B3 =93,80Ft
B4 =OO.OOFt
l 3~ 0v
wa s 1"
~h
gS
fit, ~h . ~r 3 . SIaFH
r q,
a
9 C.61
` G76
5t
Sau,~ 1,
1
I I ~t
1
' ~ i11 tl
I
,
_ r. 53 : 1 I
i
\ I 1
i° Ii tt5
57 I I I t
, 11t
11j ! r ` ` l' t x,62. 1 Nil ' I
1 t 1
z 8T 66 - j 91 \ J ,1
r r
r
,
- g
1D ` I
344,
67
4 , r •r 1
I ~ it • 4 1 4 . ~ ,~i~ ~ t n h ~ 1 I
332
V1 VY
I
, l l \
6.1
- , ; i i J ~ 44 I i ,l 44 ` i ,i . 243 r' - .138 - 332 ' ♦ I
r
Aft-
~ , 3t3• I ~i~l : ;III , i
y ,
`1 ` ~ , N 1 r ~ .Ili - , , 4 I : ~ f:I I _ - ' \ - , \ 1 4P , _ ; , I - - - - - - . - -
~ ' 14' 444 I~♦. ,I • \ 1 A•. < - , - 1 t I
J 1 1 ,
' / I I t'i t ~'t'q'~,n( I 4 1 l: 1 ~ ; .•l 1 ; 1\,~