HomeMy WebLinkAbout026-1153-31-000 (2)
AvMsWnsin Department of Commerce SOIL EVALUATION REPORT Page of
Division of Safety and Buildings
in accordance with Comm 85, Wis. Adm. Code A
County
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must at, C r " r -
include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel ercent slope, scale or dimensions, north arrow, and location and distance to
nearest road. I.D.
6 - - / 31 oo~
Please print all information. Re ' wed by Date
Personal information you provide may be used forsecondary purposes (Privacy Law, s. 15.04 (1) (m)). tTN .
Property Owner Property Location 4
11r e- ~ 1, Govt. Lot OR LAA S T3N R E (o W
Prope Owners Mailing Address Lot Block # Subd. Name or M#
a, t~S v esj 1),e44,1
City fate Zip Code P one Number 0 city ❑ village To Nearest Road
New Construction User Residential / Number of bedrooms Code derived design flow rate" GPD
❑ Replacement ❑ Public or commercial - Describe:
Parent material lG Cs~YG/ a iC i Flood Plain el ation if applicable ft.
General comments yj✓ ex, 4- 4
and recommendations: 'vr~Cr,-s J r, g Z i S
Se. lar_~
M Boring # .Boring
Pit Ground surface elev. ft. Depth to limiting factor 2 in.
Soil lication Rate j;.
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
'Eff#1 •Eff#2
66 2-
02-
Boling # 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/ff
in. Munsell Qu. Sz. nt. Color Gr. Sz. Sh. 'Eff#1 •Eff#2
2 ~t7t 5/n CL 1 ran l~ in fr->' s J ! 2
S s rti p 4
(o o Z
Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 1 ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) i CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Address Date Evaluation Conducted Telephone Number
1008 192nd Ave, New Richmond, WI 540171 715-246-4516
31
Property Owner _ Parcel ID # Page of
FT Boring # ❑ Boring .~i
Pit Ground surface elev. I /vNv)1t Depth to limiting factor in.
14 Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
4'Z17 l~ 3 m~ f 'Eff#1 'Ef#2
7, m -5- Z
-31 ~ -h j
6 LZ
I LL/ of 9 s. / n o 7-
F-I Boring # ❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate
I
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
r77 t17~1
a 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/ff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
Effluent #1 = BOD5 > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BODS < 30 mg/_ and TSS < 30 mg/L
The Department of Commerce is an If you need assistance to access services or
provider and employer.
service P equal opportunity need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777.
SOD-8330 (RAM)
Soil Test Plot Plan
Project Name Lakes and Hill Development Shaun
Address P.O. Box 10598
White Bear Lake Mn 55110 CST #226900
Lot 31 Subdivision Glen View Date 7/18/03
1 /4 N W 1 /4S 19 T 30 N/1318 W Township Richmond
E] Boring Q Well PL Property Line County ST. CROIX
B V" VRP Assume Elevation 100 ft. Top of Steel Fence Post
System Elevation 95.1/94.6 *HRPSameasBench mark
ATop of S vey Iron @ 96.6' Scale is 1" = 40'
unless otherwise
noted
eas Note: Tested area
ma of be suitable for
des' d building area.
Chec system location
for excavating.
Please note: survey was not
ea f soils not suitable for conventional system completed at time of testing,
setbacks from lot lines may
change. Installer must verify
all lot lines and setbacks
before installation.
S'
0 3 -3 40' B-1
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I 101'
5%
100' 0, Slope
B-2
150 9'
B.M.
M. 114' Property Line
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