HomeMy WebLinkAbout026-1168-31-000 (2)
RECEIVED
Wisconsin Department of Commerce SOIL E LUATION REPORT Page 1 of 3
Division of Safety and Buildings
in hbQA&a"itj 6Qm 85, s. Adm. Code
County St. Croix
Attach complete site plan on paper of le 11 ' s in s' e. Plan must
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include, but not limited to: vertical a hori Q U (BM), irection and Parcel I.D. 33
percent slope, scale or dimensions, IFi d dis ce to nearest road. M -31-Q~ J
Please print all inlarmaiion. Reyiewed b Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)).
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Property Owner Property Location 1:1 El
Richard/Robert/Loren Derrick 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 31 Pond View Meadows a
City State Zip Code Phone Number []City [3vllage ■ Town Nearest Road
New Richmond WI 54017 ( 7J5-246-5425 CTH G
New Construction Use Residential /Number of bedrooms 3 to 4 Code derived design flow rate 450 to 600 GPD
Replacement Public or commercial - Describe:
Parent material Loess over outwash sand and till Flood Plain elevation if applicable p ft.
General comments These are massive soils with the need for extremely careful installation techniques of the system being used by the
and recommendations: stalling contractor. My recommendation would also be to consider a pressurized system, where the effluent can
A be dosed over the entire distribution area. Not required, but recommended.
OQQ~ 8~ 63 This site is s ' e fo entional s stem. t-
❑ 0 Boring
Boring # : Pit Ground surface elev. 99.93 ft. Depth to limiting factor >83 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 0-9 10yr3/3 - sit 2mgr dsh cw 2f .5 .8
2 9-32 7.5 4/6 is Osg dl cw if .7 1.2
3 32-41 7.5yr4/6 ifs Om dsh cw - .4 .6
4 41-83 7.5yr4/6 fs Om dsh cw - 4 6
I 3(0
Bori Boring 93.00 >83
2 Boring
#
El Pit Ground surface elev. ft. Depth to limiting factor in. Soil lication 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 0-7 10yr3/3 sit 2mgr dsh cw 2f .5 .8
2 7-16 1 4/4 sit 1 dsh cw if .2 .3
3 16-23 10yr4/4 sit lmsbk dsh cw if .2 .3
4 23-30 7.5yr4/6 sl Om dsh car - .3 ,5
5 30-37 7.5yr4/4 is Om ds cw _ .5 .7
6 37-83 7.5yr4/6 5&,dS Gl hob s* Om dsh - - .5 .7 -TT I
u 6k.57ca"7 i-- ? G~f s.' .~S
01 SS; v~
VV Lk. 14"
Effluent #1 = BOD > 30:E 220 mg/L and TSS >30:5 150 mg/L " Effluent #24 BOD < 30 and TSS < 30 mgk
CST Name (Please Print) Signature CST Number
Thomas C Nelson 1 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
a Boring # ® Boring >80
pit Ground surface %(ev. A211'3 ft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox De Texture Structure Consistence Boundary Roots GPD/fF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Ef1#1 *Eff#2
1 0-12 10yr3/3 - sil 2mgr dsh cw 2f .5 .8
2 12-22 1 4/4 - sil 1 msbk dsh cw 1 f .2 .3
3 22-30 10yr4/4 - sil Om dsh cw - 0.0 .2
4 30-37 7.5yr4/6 - sl Om dsh cw - .3 .5
5 7-80 7.5yr4/6 - s Osg dl - - .7 1.2
11Y) it Al- A
. .1 I'l 9 -?W r. 4 Ll
F-1 Boring # Boring 92.13
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
Boring
❑ Boring # Ground surface elev. ft. Depth to limiting factor in.
Pit Soil ication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDHF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
* Effluent #1 = BODS > 30:5 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD, 5 30 mg/- and TSS 5 30 mg/L
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SBD-9330Test (R07/00)
s POND VIEW MEADOWS
LOT 31
/ TOWN ROAD
NW LOT CORNER
110'
BM1 1 82
1
116' 121'
6%
SL
----14 y 3
142' BM2
2.9
ACRES
SCALE 1'=40'
BM1 TOP OF IRON PIPE 100.00'
BM2 TOP OF IRON PIPE 92.00'
B l 99.93'
82 93.00'
83 92.13'
THOMAS NELSON
227387