HomeMy WebLinkAbout030-2143-20-000 (2)
Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 Of 3
Division of Safety and Buildings
In accordance with Comm 85, Wis. Adm. Coda
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 1
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. 3
Please print all information. Re ed by Date
ag jpjjy=y_ s. 15.04 (1) (m)). u(~.~~ 3
Personal information you provide may be used for se~ndarv eumw
Property Owner I Property Location
Brushy Mound tartners Govt. Lot NB 1/4 NW 1/4 S 5 T 29 N R 19 E (or) W
Property Owner's Mailing Address JUN 2004 Lot # Block # Subd. Name or CSM#
1505 Hwy 5 20 - Bluebird Bluffs 1st Addition
Cfly State Zip or q~ber~; j i j ity OviIlage • own Nearest Road
New Richmond WI 5401 ZGP NG OFFICE 42nd Street St- loseph 0 New Construction UseE] Residential / Number of bedrooms 3 to 4 Code derived design flow rate
450 to 600 GPD
0 Replacement C] Public or commercial - Describe:
Parent material. Loess over outwash and glacial till Flood Plain elevation if applicable XT A ft.
General comments This site is suitable for a conventional below grade system, recommending that a pressurized system with equal
and recommendations:
distribution be used so as to distribute the effluent over the entire available area due to the massive(Om) sT: ~s is
ode requirement, but rather a suggestion. . , . \
not a c
Aav'~- a' kw-4 3Q~~ -/PIV &~b~ )ql
00 F11 Boring Boring
a Pit Ground surface elev. loo.25 ft. Depth to limrdng factor >88 in
Soil Appfica Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF
in. Munsefl Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 "Eff#2
1 0-8 10yr3/3 ` sil 2msbk mfr as 2f .6 .8
2 8-15 I - is Os ml cw if 1.6
15-24 7.5yr4/4 si Om mfi cw - .2 .6
4 24-88 7.5yr4/4 fsl Om fi - - 2 .5
F-9 Boring # ❑ Boring >92
El Pit Ground surface elev. 10%.14S ft. Depth to limiting factor in, tionn Rats
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
1 0-5 10yr3/3 - sil 2msbk mfr as 2f .6 .8
2 5-15 1 414 - sil impl mfr cw if .4 .6
3 15-24 10yr4/4 - is Osg ml cw _ .7 1.6
4 24-58 10yr4/4 - sil lmsbk mfr cw - .4 .6
5 58-92 7.5yr4/4 - is Osg ml ` - .7 1.6
Effluent #1 = BOD > 30:5 220 mg/L and TSS >30:5 150 mgA- " Effluent #2 = < 30 mglL 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 # Bonng >90
Pit Ground surface elev. SCI ~ to it. Depth to limfing factor 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 'EfW
1 0-8 ldy8/3 - sil 2msbk mfr as 2f .6 .8
2 X8-26 i 4/4 - sil 2msbk mfr cw if 6 A
3 26-90 7.5yr4/4 - fs1 Om mfi - - .2 .5
FIBoring # HBoring
Pit Ground surface elev. ft. Depth to limiting factor in. -9W-Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM
in. Munsefl Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 `Eff#2
Boring
Boring # Ground surface elev. ft. Depth to limiting factor in.
F-1 Spit _
Soil ication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots PDifF
In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 "Efdi2
' Effluent #1 = BODE > 30 < 220 mglL and TSS >30 < 150 mglL ' Effluent #2 = BOD6 < 30 mglL and TSS = 30 mglL
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.
SOD-813OTcst cr<mmu>
BM1
Thomas Nelson 100'
227387 ~B1
B2
102'
104'
170' slope
106'
137'
108'
BM2 58'
$4'
Scale 1" = 30'
Bm1 Top of conduit 100.00'
BM2 Top of conduit 110.90'
B1 100.25'
B2 101.45'
B3 110.65'
Bluebird Bluffs 1st Addition
Lot 20
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