HomeMy WebLinkAbout038-1036-40-010 (2)
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Department of 14
is~ Saf"d I ~ 2j 3 SOIL EVALUATION REPORT JZM4E1VN4YTKYPage I of#1333
S in accordance with Comm 85, Wis. Adm. Codc
ProferRServices Schmitt Soil Testing, Inc.
~~^~~~MOIX COUN1"Y County
Attach complete site p a ~Ve fiB4'z~1bAlp~g;(~c 11 inches in size. Plan must St. Croix
include, but not limited to: vertical and horizon rence point (BM), direction and f
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I. Q/
_ _ __03__8_-i0 -4 0_G_8-
Please print all information. Revie d By Date/
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). 1113117
Property Owner Property Location Judson, Barbara/ John HennesseylkBuyer) Govt. Lot SE1/4, S 1/4, S8, T31N, R18W
Property Owner's Mailing Address Lot # I Block Subd. Name CSM# 27 (47
5141 S Paseo Gemelos__ - 6 4
City State Zip Code Phone Number City Village Town Nearest Road 10ZZ 6
Green Valley AZ 85622 Star Prairie Cabin Lane
New Construction Use: Residential / Number of bedrooms 1 Code derived design flow rate 150_ GPD
l placement Public or commercial -
R Describe:
KRI lvy .=N ptA,C4~_// IV O w - -
Parent material Glacial Till (Amery Series) Flood plain elevation, if applicable ft.
General comments Area is suitable for a mound system. System elevation is 100.17' based off a contour line established at 99.0'. Slope of area is
and recommendations: 13%. Depth to limiting factor is 22".
zp
Boring# 'Boring
„ Pit Ground surface elev. - 99.62 ft. Depth to limiting factor 24 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistenc Boundary Roots _GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
*Eff#1 *Eff#2
I L
1 0-9 _ 10yr3/3 _ none sil 2mgr mvfr as 2m,2f 0.6 0.8-
2 9-19 10yr4/4 none sil 2fsbk mfr gw 1f,1vf 0.6 0.8
3 19-24 10yr4/6 none sl lmsbk mfr gw ivf 0.4 0.7
4 24-46 5yr4/4 m2d 7.5yr6/6 sl Om mfi 0.2 0.6
7.5yr6/2
Borin
2 Boring # 9
Pit Ground surface elev. _ 99.75 ft. Depth to limiting factor 25 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistenc Boundary Roots GPD/ftl _
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-9 10yr3/3 - none sl 2mgr mvfr as 2m,2f 0.6 1,0
2 9-18 f 10yr4/4 none sl 2fsbk mfr I~
gw 1f,lvf, 0.6 1.0
3 18-25 7.5yr4/4 none sl imsbk mfr gw 1vf 0.4 0.7
- c2d 7.5yr6/6
4 25-36 5yr4/4 7.5yr6/2 sl l Om mfi cs 0.2 0.6_
5 36-54 10yr5/3 m2d 10yr6/8 sil Om mfi 0.0 0.2
10yr6/2
Effluent #1 = BODS> 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 St. New Richmond, WI 54017 8!10/2016 715-760-1978
SBD-8330 (R.07/00)
Property Owner Judson,-Barbara_7ohn Parcel ID # 0381036-40-000 -
Page 2 _of 3
Boring
73Boring # Pit Ground surface elev. 98.24 - ft. Depth to limiting factor 22 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 0-8 10yr3/3 none sil 2mgr mfr as 2m,2f 0.6 0.8
2 8-12 10yr5/3 none sil 2msbk mfr gw 1Vf 0.6 0.8
3 12-20 10yr4/4~ none fsl 2msbk mfr 9 w 1Vf 0.4 0.8
4 22-32 75yr4/6 c2d 7.5yr6/6 7 5yr6/2 fsl Om mf Cs I 0.2 0.5
5 32-52 7.5yr5/6 m2d 7.5yr6/8 sl Om mfi 0.2 0.6
7.5yr6 2
j Boring
F-1 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
] Boring
F~ j 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 = 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 TTY 608-264-8777.
SBD-8330 (R.07/00) Schmitt Soil Testing, Inc.
y Page 3 of 3
Conducted by: Conducted For: 1
Schmitt & Sons Excavating, InC.. Name: Barbara Judson/John Hennessey (Buyer) -
Thomas J. Schmitt, CST 227429 Address: 5141 S Paseo Gemelos
586 Valley View Trail City, State, Zip: Green Valley, AZ 85622
Somerset, W l 54025
Phone: 715-76g-1978 PID: 030 - 00.3 & -y0 _ Ot30
Signature ~ Address: 2214 Cabin Lane
Date ?-/0 4- Legal Description: SE1/4 SE1/4 S8 T31N R18W
® Backhoe Pit Township, County: Star Prairie, St. Croix County
® Bench Mark 1 El. 100.00' Top of 1 1/4" steel pipe
- 0 Bench Mark 2 El. 98.62' top of 3/4' rebor line Point -
Slope= 13%
Scale 1"= 40' Contour Line El. 99.00' Contour Line Length 38'
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