HomeMy WebLinkAbout026-1153-20-000
WisaAsin Department of Commerce SOIL EVALUATION REPORT Page of~
Division of Safety and Buildings
in accordance with Comm 85, Wis. Adm. Code County A
Attach complete site plan on paper not less than 8 1 /2 x 11 inches in size. Plan must 115+1
include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. O ~ ~~D
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. 7i
Re j wed by Date
Please print all information.
Personal information you provide may be used for secondary purposes (Privacy Law; 1. 15.04 (1) (m)). ~ ZZCD
Property Owner Property Location
W
u T ~.4,// ,5 - to z/ d y' /l Govt. Lot SW A14 S / ~ T 3 N R E (o
Property Ownel's Mailing Address Lot # Block # Subd. Name or M#
city late Zip Code P one Number City ❑ Village Toj~n Nearest Road
r4 S:5 1/0 rgW)/9
New Construction Use: Residential/ Number of bedrooms 3 Code derived design flow rateGPD
❑ Replaoement ❑ Public or commercial - Describe:
Parentmaterial <~G CstC~J Flood, Plain elevation if applicable ft.
General
mmen ~ v~C S ` /
and recommendations: \
cbv,
Boring Cody a ao F-66 • 2
❑'ng #
-~Q pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate •
l
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
o o ,3~t - ~l a m -
Z ,S O rn ti rvlW '7 , z
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. Cont. Color Gr. Sz. Sh. `Eff#1 `Eff#2
1 in "/--34 - SL r l
,
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• Effluent #1 = BOD > 30 < 220 mg(L and TSS >30 < 150 ` Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) Sig CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Address Date Evaluation Conducted Telephone Number
1008 192nd Ave, New Richmond, WI 54017 0 715-246-4516
Z-o
Property Owner _ Parcel ID # Page of
3 Boring # Boring gQ
14 Pit Ground surface elev.' 0 ft. Depth to limiting factor in. Soil Application Rate
Roots GPD/ff
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
j o- ( 3 L m Je,
2 2 j, j!
n
F-I 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
Boring
a Boring # Ground surface elev. ft. Depth to limiting factor in.
❑ Pit Soil Application Rate
Roots GPD/ff
Horizon Depth Dominant Color Redox Description. Texture Structure Consistence Boundary
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
I
Effluent #1 = BOD5 > 30 < 220 mg/L and TSS >30:< 150 mg& ' Effluent #2 = BODS < 30 mg/L and TSS :5 30 m9IL
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need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777.
SBD•8330 (RAW)
Soil Test Plot Plan
Project Name Lakes and Hill Development Shaun Bird
Address P.O. Box 10598
White Bear Lake Mn 55110 CSTM 26900
Lot 20 Subdivision Glen View Date 7/18/03
1/4 NW 1/4S 19 T 30 N/R18 W Township Richmond
Boring Q Well PL Property Line County ST. CROIX
B Or VRP Assume Elevation 100 ft. Top of Steel Fence Post
System Elevation 95.094.0 *HRpSame as Benchmark
ZAlt B Top of Survey Iron @ 96.3' Scale is 1" = 40'
unless otherwise
noted
Please note: survey was not Please Note: Tested area
completed at time of testing,
~ setbacks from lot lines may may not be suitable for
~ change. Installer must ver y desired building area.
all lot lines and setbacks Check system location
before excavating.
before installation. 12% Slope
T-2 94'
90, 5' B-1
96'
30'
175 45' 98'
B-3
B.M.
.M. 192' Property Line
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