HomeMy WebLinkAbout026-1292-29-000 (2)
Wisconsin Department of Commerce FEE AV LU TION REPORT Page 1 of 3
Division of Safety and Buildings
in ccordgDej! itI f gmrr ob Is. m. Code County St. Cr
Attach complete site plan on paper not I than 812 x 11 inches i U PI
include, but not limited to: vertical and hor' ontal %fir6f 0ppt; j® Parcel I.D.
percent slope, scale or dimensions, north rrow, ap n
Pleese print all informstfon. Revie by Date
Personal information you provide may be used for secondary purposes (Privacy Law, e. 15.04 (1) (m)). -'5117165
Property Owner Property Location
Steve Derrick Govt, Lot NE 114 SE 1/4 S 5 T 30 N R 18 E (or®
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
1438 County Road G 29 _ Cherry Knolls 2nd Addition
City State Zip Code Phone Number Ity QMllage • own Nearest Road
New Richmond WI 54017 ( ) CTH G
New Construction UseE] 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 till Flood Plain elevat' n if a~~(c~~able ft. A 6A
General comments This site is suitable for onventional below a e system recommncTirig at a pressu ed system with equal
and recommendations: distribution be used so as to distribute the effluent over t e entire available area due to the massivc(Om) fsl. This is
not a code requirement, but rather a suggestion.
PI ,J~ WN-C IS- -A. ')4 1. o s sh%-4~
a Boring # 11 Boring
0 Pit Ground surface elev. 95.70 ft. Depth to limiting factor >90 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/1P
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2
1 0-13 10yr3/2 sit 2msbk mfr as 2f .6 .8
2 13-36 low" sit 2msbk mfr cw if .6 .8
3 36-90 7.5yr4/4 fsl 0m mfi .2 .5
2 Boring # Boring 97.40 >92
El 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/tF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 -Eff#2
1 0-10 10yr3/2 sit 2msbk mfr as 2f .6 .8
2 10-24 1 Oyr4/4 sit 2msbk mfr cw if .6 .8
3 24-32 7.5yr4/4 fsl Om mfi cw - .2 .5
4 32-44 7.5yr4/6 is Osg ml cw - .7 1.6
5 44-60 7.5yr5/4 s Osg ml cw - .7 1.6
6 60-92 7.5yr4/4 - fsl Om mfi - - •2 .5
Effluent #1 = BOD > 30:5 220 mg/L and TSS >30:< 150 mg/L ` Effluent #2 = D e 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 10/21/04 715-246-2454
Property Owner Derrick Parcel ID # Pending page 2 of 3
3 11 Boring -
1 Borng # E] pit Ground surface elev. 94.90 ft. Depth to limiting factor >90 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-10 10yr3/2 - sil 2msbk mfr as 2f .6 .8
2 10-21 10 4/4 - sil 2msbk mfr cw if .6 .8
3 21-31 7.5yr4/4 - sl Om mfi cw - .2 .6
4 31-50 7.5yr4/6 - s Osg ml cw - .7 1.6
5 50-92 7.5yr4/4 - fsI ~n mfi - - .2 .5-
4 Boring # • Boring 98.44 >90
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/W
in. Munseli Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-8 10yr3/3 - sit 2msbk mfr as 2f .6 .8
2 8-36 sl lmsbk mfr cw if .4 .6
3 36-90 7.5yr4/4 - fsl Om mfi - - .2 .5
III
Boring
F-1 Boring # Ground surface elev. ft. Depth to limiting factor in.
pit 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
Effluent #1 = BODS > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BODS < 30 mg/L and TSS < 30 mg/L
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need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777.
SBD-8330Test (R.07/00)
I- I
~ . 301 Cherry Knolls 2nd Addition
BM, Top of lot corner ,00.00" Lot 29
BM2 Top of lot corner 83.50'
B, 88.70'
112 87.40'
BS 84.80'
B4 83.44' ` ~
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