HomeMy WebLinkAbout030-2143-22-000 (2)
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Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3
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 81/2 x 11 inches in size. Plan must
include, but not limited to: vertical and horizontal reference pant (BM), direction and Parcel I.D. e -ding
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. ding '2;L_
Please print all information. Revi m~6d b Date
Personal information you provide may be used for . 15.04 (1) (m)).
Property Owner 17 , V Property Location
Brushy Mound partners Govt. Lot NE 1/4 NW 1/4 S 5 T 29 N R 19 E (or)
Property Owner's Mailing Address tlti 1 4 2001 Lot # Block # Subd. Name or CSM#
1505 Hwy 5 22 - Bluebird Bluffs 1st Addition
City State Zip Cod Ptmrle;t±~uur,J!Ji ' ity lage own Nearest Road
New Richmond WI 540171 1( ZO i N G 0 F F I C E= 42nd Street
New Construction UseE] Residential / Number of bedrooms 3 to 4 Code derived design flow rate 450 to 600 GPD
0 Replacement n Public or commercial - Describe:
Parent material Loess over outwash and glacial till Flood Plain elevation if applicable R
General comments * several rocks gi=sent d74 XC
and recommendations: This site is suitable for a conventional below grade system, recommending that IRMssuriz&d system ual
with
distribution be used so as to distribute the effluent over the entire avat a e area due to the massive(Om) A This is
not a code requirement, but rather a suggestion.
F71 Boring # D Boring
a Pit Ground surface elev. 101.20 ft. Depth to limiting factor >90 in.
Sal 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 0-10 10yr3/3 sil 2msbk mfr as 2f .6 .8
2 10-22 7.5 5/6 is Osg ml cw if .7 1.6
3 22_90 7.5yr5/6 - s* Osg ml .7 1.6
❑2 Boring # 11 Boring 98.10 >90
' Pit Ground surface elev. ft. Depth to limiting factor in.
Soil lication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/IF
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 10-34 7.5 5/6 is Osg ml cw if .7 1.6
3 34-48 7.5yr5/6 fsl Om mfi .2 .5
4 48-90 7.5yr5/6 - s Osg ml - - .7 1.6
* Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L 'Effluent #2 = BOD 30 mg/L 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
i ~
Property Owner Brushy Mound Partners Parcel ID # Pending Page 2 of 3
Boring
a Bonng # 0 Pit Ground surface elev. 96.65 ft Depth to limiting factor in. in.
Soil Application Rate
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
1 0-10 10yr3/3 - sil 2msbk mfr as 2f .6 .8
2 10-32 7.5w5/6 - is ml cw if .7 1.6
3 32-90 7.5yr5/6 - sl Om mfi - - 2 .6
❑ Boring # Boring
Pit Ground surface elev. ft. Depth to limiting factor in.
Soil licatlon 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
F-1 Boring # H Pit Boring
Ground surface elev. ft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'EfW
* Effluent #1 = BODS > 30 < 220 mg/L and TSS >30 < 150 mg/L " Effluent #2 = BODS < 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.
SB0.8330Test (8.07/00)
f J
Bluebird Bluffs 1st Addition
Lot 22
Nod
B3 132'
24'
646
slope 7'
' 191'
86
130'
81
ABM
39' BM1 121'
33'
9'
4)
SE lot corner
ro ~i Ito' 4 QI ci '
Scale 1"=40'
BM1 Top of conduit 100.00'
BM2 Top of conduit 98.48'
81 101.20'
8298.101
B3 96.65'
Thomas Nelson
227387
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