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WsconsinDepartment ofComm NOV 1 0 20~IL VALUATION REPORT page -1- of
Division of Safety and Buildings
in accordance with Com 85, Wis. Adm. Code
ST. CROIX COUNTY County St. Croix
Attach complete site plan on paper not Ir"MMMIM inches n size. Plan must
include, but not limited to. verfichkod direction and Parcel I.D. i / y 1
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. -37~ u I
Please print all information. Rby Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). ~b
Property Owner Property Location
Richard/Robert/Loren Derrick Govt Lot NW 1/4 NE 1/4 S 22 T 30 N R 18 E (or)
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
1310 Hwy 65 37 Pond View Meadows 1IL
City State Zip Code Phone Number ity []Village ■ Town Nearest Road
New Richmond WI 54017 ( 7J5-246-5425 CTH G
Riam-ond
El New Construction Use Residential / Number of bedrooms 3 to 4 Code derived design flow rate 450 to 600 GPD
11 Replacement Public or commercial - Describe:
Parent material Loess over outwash sand and till Flood Plain elevation if applicable 44 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 recommended
This site is suitable for a below grade conventional system.
a Boring # ® Boring
El Pit Ground surface elev. 101.00 ft. Depth to limiting factor >82 in.
Soil ication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/f!
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-6 10yr3/3 - sil 2mgr dsh cw 2f .5 .8
2 6-14 1 4/4 sil 2msbk dsh cw if .5 .8
3 14-46 7.5yr4/4 sl Om dsh cw - 3 .5
4 46-82 5yr4/4 st Om dsh _ r .5
]Boring# 11 Boring
100.45 >82
Pit Ground surface elev. ft. Depth to limiting factor in. Soil JR
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Ef1 0-9 10yr3/3 sit 2mgr dsh cw 2f .5 .2 9-18 1 4/4 sil 2msbk dsh cw if 5 .8
3 18-38 7.5yr4/4 s1 Om dsh cw t .5
4 38-55 7.5yr4/4 Is Om ds cw - .5 .7
5 55-82 5yr4/4 sl Om dsh - i 3 .5
* Effluent #1 = BOD > 30:S 220 mg/L and TSS >30:5 150 mg/L * Effluent #2 = BOD < 30 mg/L and TSS 30 mg/I_
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
Boring
❑ Boring # E] pit Ground surface elev. 102.85 ft. Depth to limiting factor >81 in.
Soil Ilcetion Rate
Horizon Depth Dominant Colo Redox Description Texture Structure Consistence Boundary Roots GPD/If
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Efr#1 *Eff#2
1 0-10 10yr3/3 - sil 2ms' dsh cw 2f .5 .8
2 10-18 1 4/4 - sil 2msbk dsh cw if .5 .8
3 18-38 7.5yr4/4 - sl Om dsh cw - .3 .5
4 38-54 7.5yr4/4 - is 0m ds cw - .5 .7
5 54-81 5yr4/4 - s1 Om dsh - - .3 .5
❑ Boring # Boring
Pit Ground surface elev. ft. Depth to limiting factor in.
Soil ication 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
❑ Boring # HBoring
Pit Ground surface elev. ft. Depth In limiting factor in.
Sal Application Rate
Horizon Depth Dominant Cob Redox Description Texture Structure Consistence Boundary Roots GPDNf
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *EfF#1 *Eff#2
4-,
* Effluent #1 = BODS > 30:5 220 mg/L and TSS >30 150 mgA- * Effluent #2 = BODr.< 30 mglL and TSS < 30 mg&
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M-93307rest (s.07/00)
POND VIEW MEADOWS II
LOTS 36 & 37
B1
55
DZ ~S
B3
1701 - B1 101.00'
E32 1(f145'
LOT 37 B3102.85' 107'
1.8 ACRES 71'
104'
T.
O
T 62
LOT LINE 100.95'
C BM2 100.00'
O 192'
N 232'
E
R
3% 36 79'
102' SLOP
■ B2 1.9 ACRES C
93' U
B1 100.45' L
' B3 82100.65' D
B3 98.00' E
35 S
A
C
100' R
O
A
SCALE 1 °=40' D
98'
Nol
THOMAS NELSON
227387