HomeMy WebLinkAbout026-1168-38-000 (2)
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Wisconsin Department of Comore SOIL ALUATION REPORT Page 1 of
Division of Safety and Buildings 1 (t Q Q
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induce, but not limited to: vertic~edtion and Parcel I.D. / / ??p ,~~vp\~
percent slope, scale or dimensito nearest road 6~ rv ' lv P JO "i .LJU
Please print all informa tion. R Date
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Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)).
Property Owner Property Location 0 El
Richard/Robert/Loren Derrick Govt Lot NW 1/4, NE 1/4 S 22 T 30 N R 18
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
1310 Hwy 65 38 Pond View Meadows U
City State Zip Code Phone Number ity Village ■ Town Nearest Road
New Richmond WI 54017 ( 715-246-5425 CTH G
E] New Construction UseEj Residential / Number of bedrooms 3 to 4 Code derived design flow rate 450 to 600 GPD
0 Replacement Public or commercial - Describe:
Parent material Loess over outwash sand and till Flood Plain elevation if applicable AAA ft•
General comments These are massive soils with the need for extremely careful installation techniques of the system being used by the
and recommendations: installing contractor. My recommendation would also be to consider a pressurized system, where the effluent can
~y W j ti, (31 be dosed over the entire distribution area. Not required, but recommended.
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2 I' L,o This site is suitable for a below grade conventio al system.
❑ 0 Boring
1 Boring # a pit Ground surface elev. 101.70 ft. Depth to limiting factor >80 in.
Soil Application Rage
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDAP
in. MunseN Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 '002
1 0-9 10yr3/3 - A 2mgr dsh cw 2f .5 .8
2 9-16 1 4/4 sil 2msbk dsh cw 2f .5 .8
sl Om dsh cw - .3 .5
3 16-53 7.5yr4/4 -
4 53-80 5yr4/4 sl Om dsh - - .3 .5
2 Boring # Boring 102-86 >81
F9 0 Pit Ground surface elev. ft. Depth to liming factor in. Soil lication Rate
Horizon Depth Dominant Colo Redox Description Texture Structure Consistence Boundary Roots GPD/ff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eft#1 `Eff#2
1 0-7 10yr3/3 sil 2mgr dsh cw 2f .5 .8
2 7-20 1 4/4 sil 2msbk dsh cw if .5 .8
3 20-32 7.5yr4/4 sl Om dsh cw _ .3 .5
4 32-53 7.5yr4/4 s Osg dl cw - .7 1.2
5 53-81 5yr4/4 A Om dsh - - .3 .5
' Effluent #1 = BOD > 30:5 220 mg/L and TSS >30 < 150 mgA- " Effluent #2 = BOD 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) Signature.- / CST Number
227387
Thomas C Nelson
Address Date Evaluation Conducted Telephone Numb
1432 120th Street, New Richmond, Wl 10/31/03 715-246-2454
Property Owner Derrick _ Parcel ID # Page 2 of 3
❑ Boring # U Boring 100'26 80
Pit Ground surface elev. it Depth to liming 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 0-8 10yr3/3 - sil 2mgr dsh cw 2f .5 .8
2 8-20 1 4/4 - sil 2msbk dsh cw if .5 .8
3 20-31 7.5yr4/4 - sl Om dsh cw - .3 .5
4 31-54 7.5yr4/4 _ s Osg dl cw - .7 1.2
5 54-80 5yr4/4 - sl Om dsh - - .3 .5
F-1 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 GPDM
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *EfT#2
F-1 Boring # Boring
Pit Ground surface elev. R. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Colo Redox Description Texture Structure Consistence Boundary Roots GPDffF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
* Effluent #1 = BOD, > 30_ 220 mg1L and TSS >30:E 150 mgA- * Effluent #2 = BOD, < 30 mgA- and TSS 30 mg/L
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POND VIEW MEADOWS 11
LOT 38
B1
80'
SCALE 1'=30'
BM1 TOP OF CONDUIT 00.00'
BM2 TOP OF CONDU 102.70'
B1 101.70'
B2 102.86'
B3100.26' 1
1.8
AC S
3%
B2 SLOPE
BM2
104' B3
99' B
No q 102'
100'
LOT CORNER UL DE SAC
ROAD
98'
THOMAS NELSON
227387