HomeMy WebLinkAbout040-1068-90-000(11) ` Depa n9oP I VE D SOI REPORT #175t
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Profess l0 Schmitt Soil Testing,Inc.
ST. County
Attach complete si �Qq,Cp Q e %r1W8%x 11 inches in size. Plan must St.Croix
include,but not limtt '' �tit �i1z61Rd41�1�81ence point(BM),direction and
percent slope,scale or dimensions,north arrow,an location and distance to nearest road. Parcel LD0 0 —
Please print all information. Rev' ed By D
Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)).
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 11 1 1 Meadow Valley Of Troy
City State Zip Code Phone Number ❑ City []Village ❑ Town Nearest Road
New Richmond WI 1 54017 1 Troy I 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 105.4'. Slope is 6%.
and recommendations:
1 Boring#
Boring
Pit Ground surface elev. 107.17 ft. Depth to limiting factor 115+ 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. I *Eff#1 *Eff#2
1 0-8 10yr3/3 none sl 2mgr mvfr a 2vf 0.6 1.0
2 8-15 10yr3/2 none sl 2msbk mfr gw lvf 0.6 1.0
3 15-25 7.5yr5/6 none Is lcsbk mvfr as 1vf 0.7 1.6
4 25-43 10yr6/4 none s 059 ml cs ------ 0.7 1.6
5 43-73 10yr5/6 none grs Osg ml as ------ 0.7 1.6
6 73-115 10yr6/4 none s Osg ml ---- ------ 0.7 1.6
F i
2 Boring#
F
❑Boring
Pit Ground surface elev. 106.76 ft. Depth to limiting factor 115+ 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
1 0-6 10yr3/3 none grsl 2mgr mvfr a lvf 0.6 1.0
2 6-10 10yr3/1 none grsl 2msbk mfr gw 1vf 0.6 1.0
3 10-15 10yr5/6 none grls Osg ml gw 1vf 0.7 1.6
4 15-115 10yr6/4 none grs Osg ml ---- ------ 0.7 1.6
*Effluent#1=BODS>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD5 s30 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
Boring
F ] Boring# ®Pit Ground surface elev. 109.24 ft. Depth to limiting factor 115+ 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
1 0-8 10yr3/2 none sl 2msbk mvfr as lvf 0.6 1.0
2 8-14 10yr4/4 none sl lmsbk mfr gw lvf 0.4 0.7
3 14-20 7.5yr5/6 none sl lmsbk mfr gw 1vf 0.4 0.7
4 20-115 10yr6/4 none grs Osg ml ---- ------ 0.7 1.6
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/ft2
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. 'Eff#t "Eff#2
F-1 Boring
Boring# n 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/W
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. 'Eff#1 "Eff#2
i
"Effluent#1=BODS>30<220 mg/L and TSS>30<150 mg/L "Effluent#2=BODS<30 mg/L and TSS<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'I"1'Y 608-264-8777.
SBD-8330(R.07/00) SthmRt Shc Tes",Lx.
Page 3 of 3
- -Co-nducted-6y:- - -- --- ---- Coudiucfia-For:
--- S-Chlnitt_S0ffTesting,Jnc..------ -- __-- ---lame:- _ DCCLLandP_lanners-_--------_-----___.-- --_--___---
Thomas J. Schmitt, CST 227429 Address: 1505 Hwy 65
-- -'f59572fi-d-S - -- __. _City; Stale;Zip:- -New Richmond,WT 417
_ .-Neva-Richmond,-V11154017. -- ----------------__:_._
Phone: 715-760 71978 Subdivision: Meadow Valley Of Troy
Signature LOt NO. : 11
late -- --- ^' - -- ---- --. ---Legai-Oesefiption - TIW/*FW1/4SI-7 T-28N-R19W-----
■ Backhoe Pit Township, County_ Troy Township,SL Croix County'_
Bench IVllark 1 E1. 100.00' Top of T'Steel Pipe. NW Lot corner pipe._(864.42')
__'___ �Bench Mark 2-E1.98:64'-'Tt>p ef-1"-SteeF Ptpe SW-�-ot earner-pipe.f(863:93•'}--,-----
Slope= 6°/u
Scale 1"-40'
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