HomeMy WebLinkAbout030-2143-21-000 (4)
Wisconsin Department of Commerce SOIL 'EVALUATION REPORT Page 1 of 3
Division of Safety and Buildings
in accordance with Comm 85, Wls. Adm. Code
County St. Croix
Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must
include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel LD
percent slope, scale or dimensions, north arrow, and location and distance to nearest road.
P/ease print all information. Revi ad by Date
Personal information you provide mey be used for secondary purposes (Privacy Lew, s. 15.04 (1) (m)). Le
Property Owner Property Location
Brushy Moun Partners Govt. Lot NE 1/4 NW 1/4 S 5 T 29 N R 19 E❑( )W
Property Owner's Mailing Address 2004 Lot # Block # Subd. Name or CSM#
1505 H 65 21 - Bluebird Bluffs 1 st Addition
City State Zip Phone Number []City Village • own Nearest Road
New Richmond `''1 j. 42nd Street
WI 5401 ( OFFICE
0 New Construction Useo Residential / Number of bedrooms 3 to 4 Code derived design flow rate 450 to 600 GPD
0 Replacement 0 Public or commercial - Describe:
Parent material Loess over outwash and glacial till Flood Plain elevation If applicable ft.
General comments
and recommendations:
Boring # 0 Boring
1-71 Q Pit Ground surface elev. 99.80 ft. Depth to limiting factor >92 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
1 0-10 10yr3/3 - sil 2msbk mfr as 2f .6 .8
2 10-16 1 4/6 sil 2msbk mfr cw if .6 .8
3 16-25 7.5yr5/6 is Osg ml cw - .7 1.6
4 25-90 7.5yr5/6 s Osg ml - - .7 1.6
F 2 Boring # Boring 99.85 >92
El pit Ground surface elev. ft. Depth to limiting factor in.
Soil hcation 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 0-10 10yr3/3 - sil 2msbk rnfr as 2f .6 .8
2 10-16 1 4/6 - sit 2msbk mfr cw if .6 .8
3 16-90 7.5yr5/6 s Osg ml .7 1.6
• Effluent #1 = BOD > 30:5 220 mg1L and TSS >30 < 150 mg/L " Effluent #2 = D < 30 mg1L and TSS < 30 mg/L
CST Name (Please Print) _ - Signature CST Number
Thomas C Nelson 227387
Address Date Evaluation Conducted Telephone Number
1432 120th Street, New Richmond, WI 6/5/04 715-246-2454
Property Owner Brushy Mound Partners Parcel ID # Pending page 2 of 3
Boring
❑ Boring # pit Ground surface elev. 95.$5 ft. Depth to limiting factor >9p in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDtff
in. Munsell Qu. Sz. Gont. Color Gr. Sz. Sh. *Eff#1 'Eff#2
1 1-10 10yr3/3 - sil 2msbk mfr as 2f .6 .8
2 10-18 1 4/6 _ sil 2msbk mfr cw if .6 .8
3 18-90 7.5yr5/6 - s Osg m1 - - .7 1.6
F-1 Boring # H Boring
Pit Ground surface elev. ft. Depth to limiting factor in.
Soft ication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPIW
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 '042
Boring
F-1 Boring # Ground surface elev. fit. Depth to limiting factor in.
Pit Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots PDW
In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
' Effluent #1 = BODS > 30 5 220 mglL and TSS >30 < 150 mg1L * Effluent #2 = BODE 5 30 mglL and TSS 30 mglL
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M-8330Test (11.07M)
Bluebird Bluffs 1 st Addition
Lot 21
NW lot corner
9 4r
qj~
86'
129'
1001
BM .
23' -i►
176'
7%
Slop Nod
■
77' B3
16' N.
~B
1 M2
Scale 1" = 30'
BM1 Top of conduit 100.00'
8M2 Top of conduit 100.00'
B1 99.80'
8299.851
83 93 85' Thomas Nelson
227387
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