HomeMy WebLinkAbout026-1161-23-000 (2) ICI.=liL1 V G;Aj
APR 16 20004
WisWrsln Department of e DO 7. CROIY.000U 1 OIL VALUATION REPORT Page I of 3
Division of Safety and Buildings
Com 85, Wis. Adm. Code County St. Croix
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must
include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D.
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. QZ - 3-0~-
Please print all information. Reviewed Date
Personal Information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). G -7(/ Or
Property Owner Property Location
Steve Derrick Gov Lot .,Nl~ 1/4 SE 1/4 S 15 T 30 N R 18
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
1438 County Rd G 23 - Cherry Knolls 1st Addition
City State Zip Code Phone Number ity []Village ■ own Nearest Road
New Richmond WI 54017 ( ) County Rd G
E] New Construction UseE] Residential / Number of bedrooms 3 to 4 Code derived design flow rate 450 to 600 GPD
Replacement Public or commercial - Describe:
Parent material loess over glacial outwash Flood Plain elevation if applicable KT ft•
General comments This site is suitable for a conventional below grade system, recommending that a pressurized system with equal
and recommendations: distribution be uses so as to distribute the effluent over the entire available area due to the massive(Om) fsl. This is
not a code requirement, but rather a suggesti6.
* with 1/2" bands of 1 s, sg,vvr an o s, Osg 10yr7/4
Boring # 0 Boring
spit Ground surface elev. 98.89 ft. Depth to limiting factor >90 in.
Soil ication Rate
Horizon Depth Dominant Col Redox Description Texture Structure Consistence Boundary Roots GPD/fe
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
1 0-10 10yr3/2 - sil lmpl mfr as 2f ..4 .6
2 10-29 1 4/4 sil 2msbk mfr cw if .6 .8
3 29-41 7.5yr4/4 is Osg mvfr cw - .7 1.6
4 41-94 7.5yr5/6 s Osg ml ,7 1.6
D
F2 Boring # Boring 99.55 >92
Pit Ground surface elev. ft. Depth to limiting tailor in. Soil ication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/IF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 '092
1 0-8 10yr3/2 sil 2msbk mfr as 2f .6 .8
2 8-18 1 4/4 sil 2msbk mfr cw if .6 .8
3 18-58 7.5yr4/4 - is Osg mvfr cw If .7 1.6
4 58-78 C 12n7 lvfs* Osg mvfr cw - .4 .6
5 78-83 7.5yr4/4 - fsl Om mfi cw - .2 .5
6 83-92 10yr7/4 lvfs* Osg mvfr - - .4 .6
' Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = 80D 30 mg/L and TSS 30 mg1L
CST Name (Please Print) Signature CST Number
Thomas C Nelson 227387
Address Date Evaluation Conducted Telephone Number
1432 120th Street, New Richmond, WI 4/1/04 715-246-2454
Property Owner Derrick Parcel ID # Pending Page 2 of 3
F1 3 Borin # Boring g pit Ground surface elev. 97.95 ft. Depth to limiting factor >90 in.
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
1 0-14 10yr3/2 - sil 2msbk mfr as 2f .6 .8
2 14-29 _ sil 2msbk mfr cw If .6 .8
3 29-46 7.5yr4/4 Om mfi cw _ .2 .6
4 46-52 7.5 6 - s Osg ml cw - .7 1.6
5 52-90 10yr7/4 - lvfs** Osg mvfr - - 4 .6
❑ Boring # R Boring
Pit Ground surface elev. ft. Depth to limiting factor in.
Sat 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
F-]Bor'ng# Ground surface elev. ft. Depth to limiting factor in.
u Pit 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
* Effluent #1 = BODS > 30:5 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD, < 30 mgA- and TSS c 30 mg/L
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SBD-8330Teet (11.09/00)
Cherry Knolls 1st Addition
Lot 2-3,
NW lot corner
B1
104'
Nort
182' 84' B2
N
2"/0 100'
slope
Scale 1" = 40'
48' BMi Top of iron pipe 100'W
BM2 Top of iron pipe 98.75'
-B198.89
v B3 ` B2 99.55'
B3 97.95'
98,
Thomas Nelson
227387
BM2
Line pipe Lot 27
213- ,