HomeMy WebLinkAbout026-1168-36-000 (2)
RZia Wisconsin Department of Comme VALUATION REPORT page 1 of 3
Division of Safety and Buildings N 5, ws. Adm. Code
4 A county St. Croix
Attach complete site plan on pa r n size. Plan must l
include, butprerot limited to: verti 1 and direction and Parcel I. / -3
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rcent sb scale or dimensi tance to nearest road. Y/
Please print all information. sewed by Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)).
Property Owner Property Location •
Richard/Robert/Loren Derrick Govt. Lot NW 114 NE 1/4 S 22 T 30 N R 18
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
1310 Hwy 65 36 Pond View Meadows If
City State Zip Code Phone Number sty Village • Town Nearest Road
New Richmond WI 54017 ( 715-246-5425 CTH G
El New Construction Use Residential / Number of bedrooms 3 to 4 Code derived design flow rate 450 to 600 GPD
Replacement 0 Public or commercial - Describe:
Parent material Loess over outwash sand and till Flood Plain elevation if applicable WA tt.
General comments
and recommendations: These are massive soi ith the need for wre em y careful-installation techniques of the system being used by the
installing contract . My recommendation would also be to consider a pressurized s where the effluent can
sed over the entire distribution area. Not required, but recommende . G~
ite is suitable for a below grade conventional system.
1 Boring # Boring -C~K K
a Pit Ground surface elev. 100.45 ft. Depth to limiting factor >82 in.
Soil 'lotion 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
1 0-9 10yr3/3 - sil 2mgr dsh cw 2f .5 .8
2 9-18 1 4/4 sil 2msbk dsh cw if .5 .8
3 18-38 7.5yr4/4 A Om dsh cw 5
Y
4 38-55 7.5yr4/4 - is Om ds cw - .5 .7
5 55-82 5yr4/4 - sl 0m dsh - 3 .5
2
F Boring # Boring 100.65 >81
Q pit Ground surface elev. ft. Depth to limiting factor in.
Soil station Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Ef#1 *Eff#2
1 0-9 10yr3/3 sil 2mgr dsh cw 2f .5 .8
2 9-18 1 Oyr4/4 sil msbk dsh cw if .5 .8
3 18-50 7.5yr4/4 sl Om dsh cw - .5
4 50-81 5yr4/4 - sl Om dsh - - .5
i
Effluent #1 = BOD > 30:S 220 mg/L and TSS >30:E 150 mg/L * Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L
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
•
Property Owner Derrick Parcel ID # Page 2 of 3 Bori
Boring
# E] pit Ground surface elev. 98.00 ft. Depth to limiting factor X80 in.
Soil Application Rate
Horizon Depth Dominant Cob Redox Description Texture Structure Consistence Boundary Roots GPD/11?
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Efr#1 'Eff#2
1 0-10 10yr3/3 - sil 2mgr dsh cw 2f .5 .8
2 10-15 1 4/4 - sil 2msbk dsh cw if .5 .8
3 15-45 7.5yr4/4 - sl Om dsh cw - .3 .5
4 45-80 5yr4/4 - sl 0m dsh - - .3 .5
❑ Boring # Boring
Pit Ground surface elev. ft. Depth to limiting factor in.
Soil lication 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 'Efr#2
❑ Boring # Boring
Pit Ground surface elev. ft. Depth to limiting factor in.
L-J Soil Application Rate
Horizon Depth Dominant Col Redox Description Texture Structure Consistence Boundary Roots GPD/IF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Efr#1 'Eft#2
' Effluent #1 = BODS > 30:5 220 mg/L and TSS >30:E 150 mgA- ' Effluent #2 = BOD, < 30 mg/L and TSS < 30 mg/L
I
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SM-8330Test (R.07100)
POND VIEW MEADOWS 11
LOTS 36 & 37
B1
55
B3
170'- B1 101.00'
B2100.45' 107'
LOT 37 B3102.85'
1.8 ACRES 71'
104'
L
3 !
O LOT LINE 100.95' 82 3 S-7.
C BM2 100.00 tulle,`
p 192'
R 232'
N
E
R
3% 36 79'
102' SLOP
1.9 ACRES C
93' 62
- C
Bl lnaas' L
B3 B D
B3O E
35 . S
A
C
100' R
O
A
SCALE 10=40' D
98' 100.0, N04
THOMAS NELSON
227387