HomeMy WebLinkAbout026-1168-35-000 (2)
RECEIVED
` . Wisconsin Department ofComme L E ALUATION REPORT Page I of 3
Division of Safety and Buildings N O V 1 0
in accordance with Comm 8 Wis. Adm. Code
COUNTY" County St. Croix
Attach complete site plan on paper of is . es in e. Plan must
include, but not limited to: vertical a ho ' direction and Parcel I.D. oz
percent slope, scale or dimensions, north arrow, and location and distance to nearest road.
Please print all information. Re 'Ned b Date
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Property Owner Property Location El
Richard/Robe ren Derrick Govt. Lot NW 1/4 NE 1/4 S 22 T 30 N R 18 E (or) W
Property Owners Mailing Address Lot # Block # Subd. Name or CSM#
1310 Hwy 65 35 Pond View Meadows UL
City State Zip Code Phone Number ity Village ■ Town Nearest Road
a.. a
New Richmond WI 54017 ( 715-246-5425 CTH G
New Construction Use Residential ! Number of bedrooms 3 to 4 Code derived design flow rate 450 to 600 GPD
11 Replacement 11 Public or commercial - Describe:
Parent material Loess over outwash sand and till Flood Plain elevation if applicable AAA 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 -butrecomz~ended. This site is suitable for a below grade
conventional system ........s ith V continuous lenses of s1 0m, 7.5yr4/
QAJ
FT] Bori# Boring
a Pit Ground surface elev. 95.85 ft. ' Depth to limiting factor >80 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/1F
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 "Eff#2
1 0-8 10yr3/3 sil 2mgr dsh cw 2f .5 .8
2 8-22 1 4/4 sil 2msbk dsh cw if .5 .8
Is ft ds cw - .5 .7
3 22-47 7.5yr5/6 -
4 47-80 5yr4/6 sl 0m dsh - - .3 .5
2] Boring # Boring 98.63 >80
Q Pit Ground surface elev. ft. Depth to limiting factor in. Soil icatiorl 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 0-12 10yr3/3 sil 2mgr dsh cw 2f .5 .8
2 12-18 1 4/4 sil 2msbk dsh cw 2f .5 .8
3 18-60 7.5yr4/6 sl Om dsh cw _ .3 .5
4 60-80 7.5yr4/6 s* om dsh - - .3 .5
S1 ~ R
4,;b alk- /W
" Effluent #1 = BOD > 30:< 720 mg/L and TSS >30:< 150 mg/L " Effluent #2 = BOP 4:5 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) Signature CST Numtler
Thomas C Nelson 227387
Address Date Evaluation Conducted Telephone Number
1432 120th Street, New Richmond, WI 10/31/03 715-246-2454
y
Property Owner Derrick Parcel ID # Page 2 of 3
F Boring # ® Boring 99.91
pit Ground surface elev. ft. Depth to limfing factor 0 ~ in.
Soil ic~tion Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIf?
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Etf#1 'Eff#2
1 0-12 10yr3/3 - sil 2mgr dsh cw 2f .5 .8
2 12-19 1 4/4 - sil 2msbk dsh cw if .8
3 19-62 7.5 4/ - Om dsh cw - 3 .5
4 62-81 7.5yr4/6 s* Om dsh - .3 .5
n
❑ Boring # P Boring
Pit Ground surface elev. ft. Depth to limiting factor 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 'Eff#2
Boring # Boring [ ~p~ surface elev. ft. to factor in.
6 1 Pit Depth Nmr~n9
Sal 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 'Eff#2
' Effluent #1 = BODS > 30:S 220 mg/L and TSS >30:5 150 mgA- ' Effluent #2 = BOD, < 30 mg/L and TSS < 30 mg/L
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SBD-9330TOM (R.07ro0)
POND VIEW MEADOWS
LOT 35
~ O
(..SCALE 1 "=30'
CONDUIT 100.00' BM2 N
BM2 TOP OF CONDUIT PIPE98.95'►
B1 95.85'
B2 98.63' B2 ■ R
B3 99.91'
O
A
1.84
ACRES
13' 103'
4%
SLOPE
BM1 1
B
7 28'
20'
;PLOT CORNER
THOMAS NELSON
227387