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WisoonsinDepartmentofCommerce SOIL EVALUATION REPORT Page 1 of 3
Division of Safety and Buildings
in accordance with Comm 85, Wis. Adm. Code
County St. Croix
Attach complete site plan on paper not less than 81/2 x 11 inches 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.
Please print all information. Re ' ed by Date
Q J
Personal information you provide may be used for secondary purposes (Privacy Law, a. 15.04(l
)(m)). G ~'Y✓rv -7
Property Owner Property Location ■
Steve Derrick Govt. Lot NE 1/4 SE 1/4 S 15 T 30 N R 18 E(
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
1438 County Rd G 25 - Cherry Knolls 1 st Addition
City State Zip Code Phone Number fly 03
Village ■ own Nearest Road
Elc
New Richmond WI 54017 ( ) County Rd G
a New Construction UseE] Residential / Number of bedrooms 3 to 4 Code derived design flow rate 450 to 600 GPD
E] Replacement 0 Public or commercial - Describe:
Parent material Loess over outwash Flood Plain elevation if applicable i44 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((m) sl. This is
not a code requirement, but rather a suggestion.
* with V bands of sl, Om, 7.5yr4/4
FT] Boring # D Boring
Pit Ground surface elev. 107.00 ft. Depth to limiting factor >104 in.
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Soil Rata
Horizon Depth Dominant Colo Redox Description Texture Structure Consistence Boundary Roots GPD/fl!
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'EfW *Eff#2
1 0-10 10yr3/3 - Is Osg mvfr as 2f .7 1.6
2 10-18 7.5w4/4 - Is Osg mvfr cw if .7 1.6
3 18-28• 7.5yr4/4 - is Osg mvfr cw if .7 1.6
4 28-104 7.5yr5/$ - s Os ml - - .7 1.6
2 Boring # Boring 105.30 >90
Q pit Ground surface elev. ft. Depth to limiting factor in. Soil Apokation Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff01 *Eff#2
1 0-9 I0yr3/3 - Is Osg mvfr as 2f .7 1.6
2 9-40 7.5w4/4 - Is Os mvfr cw if .7 1.6
3 40-71 7.5yr5/8 s Osg ml cw _ .7 1.6
4 71-90 7.5yr5/6 - s Osg ml - - .7 1.6
and TSS >30:S 150 mg/L * Effluent #2 = 52D,:5 30 mg/l. and TSS < 30 mg/L
Effluent #1 = BOD > 30:5 220 m9~ -
CST Number
CST Name (Please Print) - - Signature
Thomas C Nelson 227387
Address Date Evaluation Conducted Telephone Number
1432 120th Street, New Richmond, WI update 6/28/04 715-246-2454
Property Owner Demck Parcel ID # Pending Page 2 of 3
3 Borin # Boring
g Pit Ground surface elev. 104.10 ft. Depth to limiting factor >92 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDHF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Efr#1 'Efr#2
1 0-11 10yr3/3 - Is Osg mvfr as 2f .7 1.6
2 11-28 7.5 4/6 - Is Os mvfr cW if .7 1.6
3 28-38 7.5yr4/4 - sl Imsbk mfr cW - .4 .6
4 38-48 10yr5/4 c2d5yr5/8 sicl lmsbk mfr cW - .0 .2
5 48-62 10yr5/8 - fs* Osg ml cW - .2* .6*
6 62-92 10yr5/8 - s* Osg ml - - .2* .6*
a Boring # Boring 102.50 >98
Pit Ground surface elev. ft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDtFF
in. Munsefl Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-8 10yr3/3 - sil 2msbk mfr as if .6 .8
2 8-24 4 sil 2msbk mfr cW - .6 .8
3 24-35 1 4/6 f2d5 5/8 sil Imsbk mfr cW - .4 .6
4 35-98 7.5yr5/8 - s Osg ml - - .7 1.6
F1 Boring # Boring 102.00 >94
Pit Ground surface elev. ft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots P 1fF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Efr#1 *Efr#2
1 0-30 10yr3/2 - 1s Osg mvfr as if .7 1.6
2 3048 Ifs Osg mvfr cW - .5 1.0
3 48-94 7.5 5/8 _ s Os ml - - .7 1.6
* Effluent #1 = BODS > 30:5 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS 130 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 608-2648777.
SBD-9330Test (8.07/00)
Cherry Knolls 1st Addition*
Lot25
272.39' Ob.
o 58' - 1P 106' 104'
NW lot corner BM2 102' 100'
10' /00001 *BMI
81 ■ 84
B2
/18361 -ON-
1 '
T 84'
69~
O 113' slope
n
85'
R BS
0
a
d 30'
133
Nodh
Sc 1" 30,
8 1 Top of NE Lot corner 100.00'
M2 Top of conduit 106.85'
81107.001
B2 105.30'
83104.10'
B4 102.50'
85 102.00' Thomas Nelson
227387 o
06/22/04 TUE 15:42 FAX 715 386 4686 ST CRX CO ZONING lih 004
.
hers Knolls 1 st Addition
Lot 2
1
r,
NW'iot corer
i
52' 272.3
1 I BM2
N
8
f
M1
2
16'
i
i
8~ I ?y
Slope
I
B3 i
i
Scale I" = 30'
13MI Top of iron pipe 100.00
104' ]3M2 Top o conduit pipe 106.40'
B! 10$. I
62 106.10'
102, B3 1.04.7d
100'
i i Tbomas Nelson
I 2273$9
i
's I
ECEIVR
1 3
Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of
Division of Safety and Buildings + ' a "[W!"'
in accordance vvAh Comm 85~ Wis. Adm. Code county St. Croix
Attach complete site plan on paper lest 12*(?OAaies in 4ze. Plan must
include, but not limited to: vertical q~erfel 66mt (BM),I direction and Parcel I.D. Pending
percent slope, scale or dimensions, north arrow, and lion' and"diliftnce to nearest road.
R 'awed Date
please print all information, r `
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)).
Property Owner Property Location Y' 0 El
Steve Derrick Govt. Lot ,Xt f 1/4 SE 1/4 S 15 T 30 N R 18 E (or) W
Property Owner's Mailing Address 2# Subd. Name or CSM#
1438 County Rd G - Cherry Knolls 1st Addition
City State Zip Code Phone Number ity []Village • own Nearest Road
New Richmond WI 54017 ( ) County Rd G
El New Construction UselD Residential / Number of bedrooms 3 to 4 Code derived design flow rate 450 to 600 GPD
0 Replacement Public or commercial - Describe:
Loess over outwash Flood Plain elevation if applicable ~l ft
Parent material
General commends 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(0m) sl. This is
33 C f s~ ~ al-ri40- not a * wi 1" bands of sl, Om, 7.5yr4/4 on.
y
# Boring Boring Pit Ground surface elev. 108.18 ft. Depth to limiting factor >94 ' in. Soil Application Rate
a
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP ff
in. Munsell Qu. Sz. Cant Color Gr. Sz. Sh. 'Ef1#1 'Etf#2
1 0-10 10yr3/3 - is Osg mvfr as 2f .7 1.6
2 10-18 7.5 4/4 is Osg mvfr cw if .7 1.6
-
3 18-28' 7.5yr4/4 is Osg mvfr cw if .7 1.6
mi ,7 1.6
4 28-94 7.5yr5/8 - s Osg
2] ®Boring 105.10 >90
# ■ pit Ground surface elev. ft. Depth to limiting factor in.
Sal Application lRate
Horizon Depth Dominant Cobr Redox Description Texture Structure Consistence Boundary Roots *EGPin. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
1 0-9 10yr3/3 - 1s Osg mvfr as 2f .7 is Os mvfr cw if .7 1.6
2 9-40 7.5 4/4 - g
-
3 40-71 7.5yr5/8 - s Osg cw .7 1.6
.7 1.6
4 71-90 7.5yr5/6 - s Osg ml
' Effluent #1 = BOD > 30:5 220 mg/L and TSS >30:< 150 mg/L ' Effluent #2 = BOD _ 30 mg/L and TSS 130 mglL
CST Name (Please Prird) Signature s? CST Nuf227387
Thomas C Nelson Telephone Number
Address Date Evaluation Conducted
1432 120th Street, New Richmond, WI 4/1/04 715-246-2454