HomeMy WebLinkAbout040-1068-90-000(23) �� ' ' DS fetyantd SOIL EVAL PORT #17x2 jn accordance with Comm 85,Wis.Adm.Code Page 1 of 3
+�' Professional Sew" � � 10 7 Schmitt Soil Testing,Inc.
> .,. County
Attach complete site plan on p qr qq,I Wt �$II
Ty.lojioes in size. Plan must Coun St.Croix
include,but not limited to verti �ralri>► rtt9 �rerke point(BM),direction and
percent slope,scale or di , rth arrow,and location and distance to nearest road. Parcel I.D.
Please print all information. Reviewed By Date
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 23 Meadow Valley Of Troy
City State Zip Code Phone Number City ❑Village ❑ Town Nearest Road
New Richmond I 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/sqft rate. Possible system elevation for Area 1 is 95.0'. Slope is 2%.
and recommendations:
F Boring#
❑Boring �'�'O '� l
��Pit Ground surface elev. 99.20 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. *Efr#1 *Eff#2
1 0-10 10yr3/2 none sl 2mgr mvfr a ivf 0.6 1.0
2 10-18 10yr3/1 none A 2fsbk mfr gw 1vf 0.6 0.8
3 18-26 10yr4/4 none sicl 2msbk mfr gw ------ 0.4 0.6
4 26-31 10yr4/6 none sl 2msbk mvfr gw ------ 0.6 1 1.0
5 31-35 10yr5/6 none Is icsbk mvfr gw ------ 0.7 1.6
6 35-43 7.5yr5/6 none grcos Osg ml a ------ 0.7 1.6
7 43-115 10yr6/4 none s Osg ml ---- ------ 0.7 1.6
2 Boring#
F
Boring
Pit Ground surface elev. 99.47 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 *Eff#2
1 0-6 10yr3/2 none sl 2mgr mvfr a ivf 0.6 1.0
2 6-17 10yr3/1 none sil 2fsbk mfr gw 1vf 0.6 0.8
3 17-28 10yr3/4 none sil 2msbk mfr gw 1vf 0.6 0.8
4 28-36 7.5yr4/4 none sl 2msbk mvfr gw ------ 0.6 1 1.0
5 36-40 7.5yr4/6 none Is icsbk mvfr gw ------ 0.7 1.6
6 40-46 10yr5/4 none grcos Osg ml gw ------ 0.7 1.6
7 46-115 10yr6/4 none s Osg ml ---- ------ 0.7 1.6
*Effluent#1 =BOD5>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD5<_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 516/2014 715-760-1978
SBD-8330(R.07/00)
Property Owner DCCI Land Planners Parcel ID# Page--2—of 3
F ❑Boring
3 Boring# Pit Ground surface elev. 99.65 ft. Depth to limiting factor 115+ in.
❑ Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft'
in. Munseli Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
1 0-12 10yr3/3 none sl 2mgr mvfr as 2vf 0.6 1.0
�I
2 12-20 10yr4/4 none scl 2msbk mfr gw 1vf 0.4 0.6
3 20-27 10yr5/4 none grcos Osg ml Cs ivf 0.7 1.6
4 27-115 10yr6/4 none s 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. Munseil Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#t *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#t *Eff#2
"Effluent#1=BODS>30 a 220 mg/L and TSS>30<150 mg/L *Effluent#2=BODS<30 mg/L and TSS a 30 mg/L
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SBD-8330(W07/00) Schmitt Soli Testing,Inc.
Page 3 of 3
-- =- -Conducted-6y---- _._._
_Schmitt Soil Testiin _Inc.-------_--- --' -_. Name::_ --_JXCI Land Planners—
Thomas J. Schmitt, CST 227429 Address: 1505 Hwy 65
City_State;-Zi p:- IUchmon&,-WIF34QIT
---New_Richmond,: --
Phone: 715-760-1978 Subdivision: Meadow Valley Of Troy
Signature 161 No. j,,, 23
gCH._yesCnptWFh___.. 4- "SITTUNzwir IW
®;Backhoe Pit Township, County: Troy Township,St.Croix County
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