HomeMy WebLinkAbout026-1168-39-000 (2)
RECEIVED
Wisconsin Department of Commerce SOIL EVALUATION REPORT page 1 3
Division of Safety and Buildings N of
in Al n `/a m 85, s. Adm. Code
Cry St. Croix
Attach complete site plan on paper of lesg~tl R LMwvs in Eeetco anmust St C i 'on and drlt b pre~otLimited tl to: ~veer6co s ht (BM), nearest road. Parcel
I.D. 02-(a
Please print a/i information. R Date
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Property Owner Property Location El
Richard/Robe ren De Govt. Lot NW 1/4 NE 1/4 S 22 T 30 N R 18 E (or) W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
1310 Hwy 65 39 Pond View Meadows ME
City State Zip Code Phone Number ity QVillage Town Nearest Road
New Richmond WI 54017 ( 715-246-5425 CTH G
E] New Construction UseE] 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 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
be dosed over the entire distribution area. Not required, but recommended.
S L~~ This site is suitable for a below grade conventional system.
Boring , ac O~
1 Boring # El Pit Ground surface elev. 103.05 ft. Depth to limiting factor >84 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDMf
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eft#1 'Eff#2
1 0-9 10yr3/3 - sil 2mgr dsh cw 2f .5 .8
2 9-12 1 4/4 sil 21nsbk dsh cw if .5 .8
3 12-28 7.5yr4/4 sl Om dsh cw - .3 .5
4 28-84 5yr4/4 - sl 0m dsh - - .3 .5
2 ]Boring# Boring 98.55 >84
El Pit Ground surface elev. ft. Depth to limiting factor in. Sctl ication 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 *E02
1 0-8 10yr3/3 sil 2mgr dsh cw 2f .5 .8
2 8-21 1 4/4 sil 2msbk dsh cw if .5 .8
3 21-27 7.5yr4/4 - sl Om dsh cw _ .3 .5
4 27-84 5yr4/4 A Om dsh - .3 .5
* Effluent #1 = BOD > 30:5 220 mg/L and TSS >30:5 150 mg/L * Effluent #2 = BOD < 30 mg/- and TSS < 30 mglL
CST Name (Please Print) - Signature ~ CST Number
Thomas C Nelson /ri"" 227387
Address Date Evaluation Conducted Telephone Number
1432 120th Street, New Richmond, WI 10/31/03 715-246-2454
Property Owner Derrick Parcel ID # Page 2 of 3
Boring
a Boring # El Pit Ground surface elev. 100.80 ft. Depth to limiting factor >80 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 0-5 10yr3/3 - sil 2mgr dsh cw 2f .5 .8
2 5-9 1 3/3 - sil 1 1 dsh cw If .2 .3
3 9-12 10yr4/4 - sil lfpl dsh cw If .2 .3
4 12-24 10yr4/4 - si 2msbk dsh cw if .5 .8
5 24-58 7.5yr5/6 - is Om ds cw - .5 .7
6 58-80 5yr4/4 - sl Om dsh - - .3 .5
F-1 Ong # 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
HBoring
F-1 Boring # Pit Ground surface elev. ft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Coto Redox Description Texture Structure Consistence Boundary Roots GPD/ff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
* Effluent #1 = BOD, > 30:5 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD, < 30 mg/- and TSS < 30 mg/L
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S1313-9330T-t (8.07/00)
r
Nort
SCALE 1°=30'
BM1 TOP OF IRON PIPE 100.00' 129'
BM2 TOP OF CONDUIT 100.75'
B1 103.05' 1
B2 98.55'
B3 100.80' 61'
T CORNER
B1 ~03104, mil' B
it68' 63
7T
4%
375
1.6 SLOPE
102' ACRES
100'
B2■~ s
POND VIEW MEADOWS II
LOT 39
98'
T THOMAS NELSON
O 227387
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