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RECEIVED
wsconsinDeparlmentof mej PR ?00 SOIL EVALUATION REPORT Page 1 3
Divisionof Safety and B ' . I_rr
ST . CRbl with `icenm 85, Wis. Adm. Code
county -F county St. Croix
Attach complete site plan q1 Mx Uj&hes in size- Plan must
include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D.
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. OZ gyp- -
` Date
Please print all information. 7"7
nal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). O
Perso
Property Owner Property Location
7
Steve Derrick Govt. Lot 1/4 SE 1/4 S 15 T 30 N R 18 E (or) W
Property Owners Mailing Address Lot # Block # Subd. Name or CSM#
1438 County Rd G 24 - Cherry Knolls 1st Addition
City State Zip Code Phone Number []City ®Viflage E]Town Nearest Road
New Richmond WI 54017 ( ) R-ichmond -1 County Rd G
E] New Construction UseE] Residential / Number of bedrooms 3 to 4 Code derived design flow rate 450 to 600 GPD
Q Replacement Public or commercial - Describe:
Parent material Loess over outwash Flood Plain elevation if applicable NA ft-
General comments This site is suitable for a conventional below grade system, recommending that a pressurized system with equal
and recommendations: distribution be used so as to distribute the effluent over the entire available area due to the massive(Om) fsl. This is
not a code requirement, but rather a suggestion.
IL 1_ E Boring # 11 Boring
11 spit Ground surface elev. 99.90 ft. Depth to limiting factor >90 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots PD/FF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *092
1 0-9 10yr3/3 - sil 2msbk mfr as 2f .6 .8
2 9-24 7.5 4/4 - is Osg mvfr
c
3 24-59 7.5yr4/4 - sl 6
4 59-90 7.5yr4/4 - is Os mfi - - .7 1.6
❑2 Boring # ®Boring 100.25 >90
• Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDW
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-14 10yr3/3 - sil 2msbk mfr as 2f .6 .8
2 14-23 1 4/3 is Osg mvfr cw If .7 1.6
3 23-66 10yr4/6 s Osg ml cw _ 1.6
4 66-90 7.5yr4/4 fsl Om mfi - - 2 .5
` Effluent #1 = BOD > 30:5 220 mg/L and TSS >30:5 150 mg/L ` Effluent #2 = D < 30 mg/L and TSS < 30 mgfL
CST Name (Please Print) - - Signatures CST Number
Thomas C Nelson ~-f ' 227387
Address Date Evaluation Conducted Telephone Number
1432 120th Street, New Richmond, Wl 4/1/04 715-246-2454
t
Property Owner Derrick Parcel ID # Pending Page 2 of 3
Boring
1-7 Boring # Pit Ground surface elev. 94.00 ft. Depth to limiting factor X90 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 'Effll2
1 0-26 10yr4/3 - is Osg mvfr as 2f .7 1.6
2 2645 1 5/4 - mvfr cw if .7 1.6
3 45-57 7.5yr4/4 - sl Om mfi cw - .2 •6
4 57-72 10yr5/8 - fs Osg mvfr cw - .5 1.0
5 72-90 7.5yr4/4 - sl Om mfi - - .2 .5
Boring # Boring
pit Ground surface elev. ft. Depth to limiting factor in. 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 'Eff#2
❑ Boring # Boring
SPit Ground surface elev. ff. Depth to limiting factor in.
Soil Appfication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Efr#1 'Efl#2
Effluent #1 = BOD5 > 30:E 220 mg1L and TSS >30:E 150 ng& ' Effluent #2 = BOD5 30 n9t and TSS < 30 mg&
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SBD-8330Ted (8.07/00)
Cherry Knolls Ist Addition
Lot 24
1
N lot corner
BM2
106'
04,
B2
136'
104'
Scale 1" _
BMi top of ' me 10O.W
BM2 top of iron p' a 105.50 8%
B 199.90' slope
B21,00.25
i
B3 94.00' 132' 43' 102'
B3 B1 100'
98' BM1
SE lot corner
96'
94'
Thomas Nelson
227387
*7 1