HomeMy WebLinkAbout030-1005-40-000 (2)
Wisconsin Department of Safety and Professional Services S- ~U I J U i
Division of IndustrYces
[MD. D SOIL EVALUATION REPORT Page 1 of 3
i~2U18 in accordance with SPS 383, Wis. Adm. Code
County ST. CROIX
Attach co e p an on paper of less than 81/2 x 11 inches in size. Plan must
inVude, but not limited to: ertical a horizontal reference point (BM), direction and
percent slQe,~site 6x411 mss, orth arrow, and location and dista to est road. Parcet t. 03 - 1005 - 40 - 000
peve o
L Community lease print all in1110 21 11 I Revi by T711,5 Personal information you provide may be used for senor CX6SQ N F FAA6Q P [P.rope
rty Owner Property Location
SCOTT A. BRYAN Govt. Lot NW 1/4 SW 1/4 S 02 T 29 N R 19 E (or) W
roperty Owner's Mailing Address tot # Block # Subd. Name CSM#
829 Randolph Avenue 4 Vol 13, Pg 3604
y State
zip Code Phone Number ity Vllage ■ own Nearest Road
St. Paul, MN 55102 ( 651) 272- 9083 St seph C.T.H. I 77,77
E]New Construction UseEl Residential / Number of bedrooms 2 Code derived design flow rate 300 GPD
® Replacement Public or commercial - Describe:
Parent material sand outwash Flood Plain elevation if applicable
General comments - I~1~4 ft.
and recommendations: Conventional In-ground trenches 0.7 loading rate
Floodplain boundary has been verified by Ogden Engineering.
a Boring # 11 Boring
n Pit Ground surface elev. 87.56 ft. Depth to limiting factor 85 in.
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots Sal GPDAf Application Rate
in. Munseil Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 `Eft#2
1 0-5 10YR.2/1 - is Osg ml Cs lvf-co 0.7 1.6
2 5-85 7.5YR2.5/2 s Osg ml 0.7 1.6
a Boring # 11 Boring
91.86 gg
Pit Ground surface elev. ft. Depth to limiting factor in.
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots Sal Application GP Rate
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. -Efffl `ENV
1 0-16 10YR2/1 - is Osg ml cs 2vf-co 0.7 1.6
2 16-60 15YR2.5/1 s Os ml gs
lvf-m 0.7 1.6
3 60-8$ 7.5YR.2.5/2 - s Osg dl 0.7 1.6
` Effluent #1 - BOD > 30 < 220 ~ and TSS >30 < 150 mg& ` Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) _ Sign CST Number
MARY JO HUPPERT Hollister's Soil Testin &Desi n
Address 224832
Date Eva u lion Conducted Telephone Number
W9875 690th Avenue, River Falls, WI 54022 11-15,2017 715-426-1775
SBD-8330 (807/13)
Property Owner BRYAN, Scott A. Parcel ID # 030 - 1005 - 40 - 000 Page 2 of 3
/
3 Boring # Boring J
E] pit Ground surface elev. 90.16 ft Depth to limiting factor 89 in.
Sail Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDlfF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 "Eff#2
1 0-12 10YR2/1 is Osg ml cs 2vf-co 0.7 1.6
2 12-38 7.5YR2.5/1 1s Os m1 es lvf-m 0.7 1.6
3 28-89 7.5YR3/3 s Osg dl 0.7 1.6
❑ Boring # H 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/ff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 'Eff#2
❑ 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#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
SBr-8330 (807/13)
Plot Plan Page
PROPERTY OWNER: 40 FT:,
(except where note
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