HomeMy WebLinkAbout040-1068-90-000(13) 17�I��[� #1752
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Safety and SOIoL with Comm 85,wisEPOR� Page 1 of 3
Professions viaei 4 Schmitt Soil Testing,Inc.
County
Attach complete site ppl1ppqq than)$/2 x 11 inches in size. Plan must St.Croix
include,but not Iirrit . I > �11f ce point(BM),direction and
percent slope,scale or dimensions,north arrow,an tion and distance to nearest road. Parcel I.D.
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Please print all information. views Dale
Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). Z /
Property Owner Property Location
DCCI Land Planners Govt.Lot NW1/4, NW1/4,S17,T28N, R19W
Property Owner's Mailing Address Lot# Block# Subd.Name or CSM#
1505 Hwy 65 P.O. Box 445 13 Meadow Valley Of Troy
City State Zip Code Phone Number City []Village Town Nearest Road
New Richmond WI 1 54017 1 Troy East Cove Rd
New Construction Use: ❑ Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD
Replacement ❑ Public or commercial-Describe:
Parent material Outwash Sand Flood plain elevation,if applicable NA ft.
General comments Area is suitable for a conventional system with a 0.7 gpd/sgft rate. Possible system elevation for Area 1 is 98.10'. Slope is 3%
and recommendations: /(.�l G �?ij�q,�� Stec .i�
7- R67V44-
❑Boring 1 f-XL L A-11 0
a Boring# ]Pit Ground surface elev. 100.81 ft. Depth to limiting factor 115+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 -EfW
1 0-9 10yr3/3 none sl 2fsbk mvfr gw 1Vf 0.6 1.0
2 9-22 10yr3/1 none sl 2msbk mvfr gw 1Vf 0.6 1.0
3 22-38 7.5yr4/3 none sl 2msbk 77Mfrgw lvf 0.6 1.0
4 38-41 7.5yr5/6 none grs Osg ml Cs ------ 0.7 1.6
5 41-115 10yr6/4 none s Osg ml ---- ------ 0.7 1.6
T-
F L]Boring
2 Boring# ❑Pit Ground surface elev. 101.16 ft. Depth to limiting factor 115+ in.
p 9 Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 -Eff#2
1 0-9 10yr3/3 none sl 2mgr mvfr Cs 1Vf 0.6 1.0
2 9-13 10yr3/1 none sl 2fsbk mvfr cs 1Vf 0.6 1.0
3 13-25 7.5yr5/6 none Is Osg ml gw 1Vf 0.7 1.6
4 25-37 10yr5/6 none grcos Osg ml as ------ 0.7 1.6
5 37-115 10yr6/4 none grs Osg ml ---- ------ 0.7 1.6
J--
"Effluent#1 =BOD5>30<220 mg/L and TSS>30<150 mg/L "Effluent#2=BODS<_30 mg/L and TSS<_30 mg/L
CST Name(Please Print) Signature: /� CST Number
Thomas J. Schmitt 227429
Address Schmitt Soil Testing,Inc. Date Evaluation Conducted Telephone Number
1595 72nd Street New Richmond,WI 54017 5/6/2014 715-760-1978
SBD-8330(R.07/00)
Property Owner DCCI Land Planners Parcel ID# Page 2 of 3
E] Boring
`
F-11 Boring# E Pit Ground surface elev. 102.61 ft. Depth to limiting factor 116+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. "Eff#1 •Eff#2
1 0-8 10yr3/2 none sl 2fsbk mvfr as 1vf 0.6 1.0
2 8-16 10yr4/4 none A 2msbk mfr gw 1vf 0.6 0.8
3 '16-25 10yr4/4 none sl 2msbk mfr gw ivf 0.6 1.0
4 25-39 7.5yr5/6 none vgrcos Osg ml cs ------ 0.7 1.6
5 39-82 10yr5/6 none vgrs Osg ml as ------ 0.7 1.6
6 82-116 10yr6/4 none s Osg ml ---- ------ 0.7 1.6
F-1 ❑ Boring
Boring# P8 Ground surface elev. ft. Depth to limiting factor in,
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. "Eff#1 I *Eff#2
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 GPD/ft'
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. "Eff#1 •Eff#2
"Effluent#1 =BODS>30<220 mg/L and TSS>30-150 mg/L "Effluent#2=BOD5<30 mg/L and TSS-S_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.
SM4330(R.07/00) Schmitt Sou Testing,Inc'
Page 3 of 3
C wduc eta 6y:
DCCLLand Planners-
Thomas'J. Schmitt, CST 227429 Address: 1505 Hwy 65
City,Sate, Zip. - New Rchmond, fV X4017
- -- ----New_-Richmondr A J-54a1-7 - _ -- -----
Phone: 715-7 0-1978 Subdivision: Meadow Valley Of Troy
--------- - --- ..Lot No. : 13
Signature
------
■ Backhoe Pit Township, County: Troy ,ns
Towhi
--_ -- _ St.Croy County
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