HomeMy WebLinkAbout024-1047-05-000 (3)
RECEIVED c sr-td~b -ooZ
I Wisconsin Department of Safety and Professional Services
Division of Industry Services JAN 15 2016
SOIL EVALUATION REQ
0Q0LX COUNTY Page 1 3
1111k, -I in accordance with SPS 383, Wis. Adm. CodeCO
county ST. CROIX
i Attach complete site plan on paper no( less than 8 1!2 x 11 inches in size. Plan must
OW 5 include, but not limited to: vertical and horizontal reference point (BM), direction and
Parcel LD_ 1124 - 1047 - OS - 0011
of percent slope, scale or dimensions, north arrow. and location and distanoe to nearest road.
Please print aN information. Re ' by Date
OL Personal information you provide may be used for secondary purposes (Privacy Lew. s. 15.04 (1) (m)).
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roperty owner Property Location a
ALLEN C. & LINDA L. NYHAGEN Govt. Lot NW 1/4 NW 114 /14 T 28 N R 17 E (00 W
Property Owner's Mailing Address Lo Block Subd. Name CSW
2952 2 I!2 Avcnuc 5 Missy Meadows
City State Zip Code Phone Number ity [:]Village ElTown Nearest Road S
New Auburn, WI 54757 ( ) 57th Avenue
Q New Construction User Residential ! Number of bedrooms 3 Code derived design flow rate 450 GPD
Replacernent Public or commercial - Describe.
Parent material sandstone Flood Plain elevation if applicable R
Genera comments s Mound System - 1.84 ft. sand fill 0.4c loading rate
and Soils on-site with County personnel. (No frost)
Boring 0 Bo"
1-1 1 /
a Pit Ground surface elev. 103.00 ft. Depth to limiting factor 14 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. "EfWl -0102
1 0-10 10YR3!2 I 2fsbk mvfr cs 2vf-m 0.4 0.7
2 111-14 10YR7/3 - fs Osg ml cs I%fm 0.5 1.0
14- sandstone
2
F Boring S Boring 107.14 14
Q Pit Ground surface elev ft Depth to limiing factor in.
Soil lon Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD11P
in. Munsell Qu. Sz. Coat. Color Gr. Sz. Sh. -Ef*1 -EfW2
1 0-8 10YR3/2 - 1 2fsbk mvfr cs 2vf-m 0.4 0.7
2 8-14 10YR3/3 - fs Osg ml cs Ivf-m 0.5 1.0
14- sandstone
Effluent #1 = BOO > 30 < 220 mglL and TSS >30:E 150 mWL ' Effluent $22 = BOO < 30 mglL and TSS 130 mg&
CST Name (Please Pant) - - Sg / CST Number
MARY J() 11UPPHRT Ifoliister's Soil Testin &Desi LAY 224832
Address Date E ation Conducted Telepfane Number
W9875 690th Avenue, River Falls, Wl 54022 01 - 08 - 2016 715-426-1775
SsD-9330(RO7113)
Property Owner NYHAGEN, Allen & Linda Parcel ID# 024 - 11147 - 05 - 0tH) Page 2
. J
❑ Boring # Boitrm
Ground surface elev. 111.50 ft. Depth to Iim" factor 14 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure C;onswtence Boundary Roots GPDAf
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eft#1 'Eff#2
1 0-9 10YR3/2 I 2fsbk mvfr cs 2vf-m 0.4 0.7
2 9-14 IOYR7/3 - fs Os ml as Ivt=m 0.5 1.0
14- sandstone
Boring # H Boring
Pit Ground surface elev. ft Depth to limiting factor in.
Sod Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDAF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'EfW1 'EfW2
Boring
F] H Bourg * Ground surface elev. ft. Depth to limiting factor in
Pit Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/if
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. -Eff#1 'EfW2
Effluent #1 = BCD > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD, < 30 mg/L and TSS < 30 nV&
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