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WisconsinDepartmentof mmeWV 10 2003 SOIL EVALUATION REPORT page 1 of 3
Division of Safety and Build s
ST. CRdgXa 9" with omm 85, Wis. Adm. Code
county St. Croix
Attach complete site pea I I in size. Plan must
include, but not limited to: vertical and horizontal reft n oe point (BM), di on and Parcel I.D.
percent slope, scale or dimensions, north arrow, and location and distance to nearest road.
Please print all information. Revie by Date
Personal information you provide may be used for secondary purposes (Privacy Law, s.15.04 (1) (m)). /-2 Property Owner Property Location ■
Richard/Robert/Loren Derrick Govt Lot NW 1/4 NE 1/4 S 22 T 30 N R 18
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
1310 Hwy 65 43 Pond View Meadows IIL
City State Zip Code Phone Number ity Village ■ own Nearest Road
New Richmond WI 54017 ( 715-246-5425 CTH G R-ic-h-w-W ad E] New Construction Use Residential / Number of bedrooms 3 to 4 Code derived design
flow rate 450 to 600 GPD
0 Replacement Public or commercial - Describe:
Parent material Loess over outwash sand and till Flood Plain elevation if applicable" ft.
General comments These are massive soils with the need for extremely careful installation techniques of the system being used by the
and recommendations' installing contractor. My recommendation would also be to consider a pressurized system, where the effluent can
be dosed over the entire distribution area. Not required, but reen nded.
s site is suitable for a below gra a cone '
a Boring # 0 Boring
El Pit Ground surface elev. ft. ow" meting factor >84 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/IF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *091 'Eff#2
1 0-11 10yr4/3 - sil 2mgr dsh cs 2f .5 .8
2 11-27 1 4/4 - sil 2msbk dsh cw if .5 .8
3 27-36 7.5yr4/6 - is ds cw - .5 .7
4 36-84 10yr4/6 s* Om dsh 4 6
3(,
❑2 Boring* ® Boring 101.09 >84
Pit Ground surface elev. ft. Depth to limiting factor in.
Soil ication 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 *EfW
1 0-12 10yr4/3 - sil 2mgr dsh cs 2f .5 .8
2 12-22 1 4/4 - sil bl dsh cis if .5 .8
3 22-32 7.5yr4/6 - Is Om dsh cs if .5 .7
4 32-46 7.5yr4/6 - s* Om dsh cs - 6
5 46-84 7.5yr4/4 - sl Om dsh - .5
' Effluent #1 = BOD > 30:E 220 mg/L and TSS >30:< 150 mg/L ' Effluent #2 = D < 30 mg/L and TSS < 30 mg1L
CST Name (Please Print) _ Signature CST Number
Thomas C Nelson 227387
Address Date Evaluation Conducted Telephone Number
1432 120th Street, New Richmond, WI 10/31/03 715-246-2454
Derrick 2 3
Property Owner Parcel ID # Page of
3 Burin #Bonn9
g El Pit Ground surface elev. 96.78 ft. Depth to limiting factor >86 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots GPD/fF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Efr#1 'Efr#2
1 0-15 10yr4/3 - sil 2mgr dsh cs 2f .5 .8
2 15-32 1 4/4 - sil 2msbk dsh cs if .5 .8
3 32-48 7.5yr4/6 - is Om ds cw .7
4 48-56 7.5yr4/6 - s* Om ds cw - .4 .6
5 56-86 7.5yr4/4 - sl Om dsh - - .3 .5
a Boring # Boring
spit Ground surface elev. ft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Colo Redox Description Texture Structure Consistence Boundary Roots GPD/fF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Ef#11 'Eff#2
❑ Boring # Boring
Pit Ground surface elev. ft. Depth limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDtff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 `Efr#2
EBfuent #1 = BOD, > 30:5 220 mg/L and TSS >30:E 150 mg/L ` Effluent #2 = BOD, < 30 mgA- and TSS 30 mg1L
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SBD-8330Teat (R07/00)
- -
POND VIEW MEADO S
LOTS 42 & 43
Nort 108'
L
O
T BM1 TOP OF CONDUIT 96.65'
BM2 TOP OF CONDUIT 101.00'
B1 99.00'
BM1 P OF CONDUIT 100.00' N 6% B2 101.09' LOT 43
BM OP OF CONDUIT 106.00 E SLOP B3 96.78
B 06.02'
107.50' LOT 42 BM
3 100.31'
B1 B 2
2%
SLOPE -.023 pp,
62
144'
7
1.75 1'77
ACRES 1 ACRES
108' 3{ !j~~~
6'
- 1 1
3 ko
9 .4-
L CO ER
106' 102' 100' .96' 94'
TOWN ROAD
SCALE 1'=40'
THOMAS NELSON
227387