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PR 1 S IL EVALUATION REPORT Page 1 O 3
Wisconsin Department of C
Divisi4 of Safety and Buildi gs Pa (`r
` ST. G?, i with 85, Wis. Adm. Code y St. Croix
ZONIN
Attach complete site plan an 8112 x 11 inches in size. Plan must
include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. , ,~j~
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Z Date
Please pint all infonnatfon. Revi by
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). D
Property Owner Properly Locatio ~ El
Steve Derrick Lot NE 1/4 SE 1/4 S 15 T 30 N R 18 E (or) W
Property Owner's Mailing Address lot # Block # Subd. Name or CSM#
1438 County Rd G 27 - Cherry Knolls 1st Addition
City State Zip Code Phone Number it)r ® Village ■ own Nearest Road
New Richmond WI 54017 ( ) County Rd G
E] New Construction UseEj Residential / Number of bedrooms 3 to 4 Code derived design flow rate 450 to 600 GPD
0 Replacement Public or commercial - Describe:
Loess over outwash Flood Plain elevation N appr'icable ~T ft.
Parent material
General comments This site is suitable for a conventional below grade system, recommending that a Pressurized system with equal
and recommendations: distribution be used so as to distribute the effluent over the entire available area due to the massive(0m) fsl. This is
I~ not a code requirement, but rather a suggestion. -C Q- ~0~'S
1 Boring # >90
Pit Ground surface elev. 99.90 ft. Depth to limiting factor in. Soft icslti -Rate
Horizon Depth Dominant Cob Redox Description Texture Structure Consistence Boundary Roots GPDHf
Gr. Sz. Sh. `Eff#1 'Eff#2
in. Munsell Qu. Sz. Cont. Color
1 0-9 10yr3/3 sil 2msbk mfr as 2f 6 •8
Is Os mvfr cw I f .7 1.6
2 9-24 7.5 4/4 6
3 24-59 7.5yr4/4 - 2M. mfi cw -
infi _ _ •7 1.6
4 59-90 7.Syr4/4 is Osg
Boring # BO^"g 93.40 >90
• Pit Ground surface elev. ft. Depth to limiting favor M• Soil ication R~
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDAT
`Eff#1 `Eff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
1 0-10 10yr3/2 - sil 2msbk mfr as 2f .6 .8
2 10-29 1 4/6 - si Imsbk mfr cw If •4 .6
3 29-37 Ip 4/6 - sicl Imsbk mfr cw I f 2 •3
msbk mfr cw - .4 .6
4 -64 IOyr4/6 ,2 .5
5 64-90 7.5yr4/4 - fs1 0m mfi -
" Effluent #1 = 8013 > 30 < 220 mg/L and TSS >30 < 150 mgA- ` Effluent #2 = BOD 30 mg/L and TSS < 30 mglL
CST Name (Please Print) Signature CST Number
_ 227387
Thomas C Nelson Telephone Number
Date Evaluation Conducted
~r'~ 715-246-2454
1432 120th Street, New Richmond, WI 4/1/04 ^24 -24 TM M`
"
Pending Page 2 of 3
Property Owner Derrick Parcel ID #
3 Boring # Boring 99.80 >90
Pit Ground surface elev. ft. Depth to liming factor in. Rate
L,,,1
Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots GPD/fF
Gr. Sz. Sh. n.Efr#1 -01102
in. Munsell Qu. Sz. Cont. Color
siI 2msbk mfr as 2f .6 .8
1 0-12 10yr3/2 -
2 12-36 1 4/6 - sil Imsbk mfr ew if 4 6
3 36-90 7.5yr4/4 - fsl Om mfi - - .2 .5
Q Boring # 9Boring
Soil Rate
Pit Ground surface elev. ft. Depth to limiting factor in.
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF
Gr. Sz. Sh. "Eff#1 `EfW
in. Munsell Qu. Sz. Coat Color
Boring # Boring Ground surface elev. ft. Depth to limiitiing factor in.
H Pit Soil Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft'
Gr. Sz. Sh. `Eff#4 "Eff#2
in. Munsell Qu. Sz. Cont. Color
* 30 mg/L
" Effluent #1 = BODS > 30 220 mglL and TSS >30:5 150 mglL Effluent #2 = BODs < _ 30 mglL and TSS
The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or
need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777.
313D433UTeat (897/00)
Cherry Knolls 1st Addition
i Lots 26 & 27
6
lot 27
lot24
BM1
BM1 Top of iron pipe 100'
B1 BM2 Top of iron pipe 93.40'
B199.90'
B2 93.40'
B3 99.80'
89' 1 ,
■ B3
BM1 Top of iron pipe 100.00'
BM2 Top of iron pipe 93,40' 100'
B199.90'
B2 93.40' 58'
B3 93.30' B3
98'
5%
slope
lot 26 96'
Scale 1" = 40'
B2
94'
S lot co r BM2
92'
Thomas Nelson
22,7387
Nod