HomeMy WebLinkAbout030-2090-40-000 (2)
~gCOn SOI EVALUATI #1658
Department of Corn erce in a rdance with Comm Page 1 of 3
Division of Safety an Buildims Schmitt Soil Testing, Inc.
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ttach complete site pla on pap, r not less than 8%x 11 riches in size. Plan must St. Croix
include, but not limited t : verti%-- and horizontal Weren point (BM), direction and
percent slope, scale or nRWWdW3!Wl'f "ItIo, on and distance to nearest road. Parcel I.D.
m 030-2090-40-000
Please print all information. R e Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)).
Property Owner Property Location 7
Emmert, Jay Govt. Lot NE1/4, SE1/4, S24, T30N, R20W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
286 Arbor Hills Drive 8 Arbor Hills
City State Zip Code Phone Number ❑ City ❑ Village ❑ Town Nearest Road
Houlton WI 54025 715-549-6427 St.Joseph Arbor Hills Drive
Elh"e ction Use: ❑ Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD
® Replacement ❑ Public or commercial - Describe: /9y f/ ~vSm Z~ y/~~
arent material Glacial till (Amery Series) Flood plain elevation, if applicable NA ft.
General comments
and recommendations: Area is suitable for a mound system. System elevation is 100.31' based off of contour line established at
99.64'. Slope of area is 20%. Depth to limiting factor is 28".
Boring # Boring
® Pit Ground surface elev. 100.82 ft. Depth to limiting factor 28 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. 'Ef1#1 `EM
1 0-6 10yr3/3 none sil 2mgr mfr as 2m,lf .6 .8
2 6-13 10yr5/3 none sil 2fsbk mfr cs lm,if .6 .8
3 13-21 7.5yr4/6 none scl 2msbk mfr gw if .4 .6
4 21-28 7.5yr5/6 none grsl lmsbk mfi gw .4 .7
5 28-57 5yr4/4 c2j 5.55yy/r26/6 grsl Om mfi 2
6
2] Boring # Boring
® Pit Ground surface elev. 100.29 ft. Depth to limiting factor 28 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 TIM
1 0-9 10yr3/3 none sil 2mgr mfr as 2m,lf .6 .8
2 9-16 10yr5/3 none sil 2msbk mfr gw 2m,lf .6 .8
3 16-28 10yr5/6 none sicl 2msbk mfr gw lm,if .4 .6
4 28-34 10yr4/6 c2d 5y5yyrr52/6 scl lmsbk mf gw 2 3
5 34-61 5yr4/4 c2d 7.55yrr62/6 grsl Om mfi 2
6
" Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS <30 mg/L and TSS .530 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 10/10/2011 715-247-2941
SBD-8330 (8.07/00)
Prbperty Owner Emmert, ]ay Parcel ID # 030-2090-40-000 Page 2 of 3
M Boring # Boring
® Pit Ground surface elev. 95.89 ft. Depth to limiting factor 29 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 *814-2
1 0-9 10yr3/3 none sit 2mgr mvfr as 2m,lf .6 .8
2 9-17 10yr5/3 none sil 2msbk mvfr gw 2f,1vf .6 .8
3 17-29 10yr4/4 none Sid 3msbk mfr gw ivf .4 .6
4 29-42 10yr5/6 c2d 10yr6/6 Sid lmsbk mfr gw 2 3
10yr6/2
5 42-55 7.5yr4/6 m2d 10yr6/8 fsl Om mf cs
I r6/2 2 5
6 55-65 5yr4/4 c2d 7.5yr6/6 sl Om mfi .2
7.5yr6/1 .6
❑ 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#1 *Eff#2
❑ Boring # F1 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#1 *Eff#2
*Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 <150 mg/L * Effluent #2 = BODS < 30 mg/L and TSS <30 mg/L
i
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.
SHD-8330 (8.07/00) Schmitt SON Tesft, Inc.
Page 3 of3
Conducted by: Conducted For:
Schmitt Soil Testing, Inc. Name: Jay Emmert
Thomas J. Schmitt, CST 227429 Address: 286 Arbor Hills Drive
1595 72nd St. City, State, Zip: Houlton, W154082
New Richmond, WI 54017
Phone: 715-760-1978 PID: 030-209040-000
sl~oamr~~ Lot No. 8 Arbor Hills
-ASZ5~ J4--~ Date to-l~ as// Legal Description: NE1/4 SE1/4 S24 T30N R20W
■ Backhoe Pit Township, County: Saint Joseph, St. Croix ty
e Bench Mark 1 El. 100.00' Top of 1" pvc pipe
Bench Mark 2 El. 103.51 top of inspection pipe on septic tank Outlet elevation of septic tank 100.76'
Sk) - 0% ontour Line EI. 99.64' Contour Line Length 75'
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