HomeMy WebLinkAbout026-1168-30-000 (2)
RECEIVED
Wisconsin Department of Com erce NOV 10 2003SOL EVALUATION REPORT Page 1 of 3
Division of Safety and Buildings
ST. Gt~2~ Ada~~ Vth C m 85, Wis. Adm. Code
County St. Croix
Attach complete site plan on r nofQWW W69)lnSx 11 in es in size. Plan must
include, but not limited to: vertical an nonzontal reference point (BM), direction and Parcel I.D.
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. 7z ` 31
Please print all Information. viewed Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). 0 y
Property Owner Property Location
Richard/Robert/Loren Derrick Govt, Lot NW 1/4 NE 1/4 S 22 T 30 N R 18 1:1 El
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
1310 Hwy 65 30 Pond View Meadows 11T
City State Zip Code Phone Number []City [:]Village ■ Town Nearest Road
New Richmond Wl 54017 ( 715-246-5425 CTH G
E] New Construction User 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 outwash sand and till Flood Plain elevation if applicable X1-4 ft.
General comments These are massive soils with the need for extremely careful installation techniques of the system being used by the
and recommendations!. insta ling contractor. My recommen ion would also be to consider a pressurized system, where the effluent can
S ~ ~ T` ,e, be dosed over the entire distribution area. Not required, but recommendgd. ~ ~
This site is suitable for a below grade conventional system. - 9404 tu~-g
13
I-_
1❑ Boring # Bong
Pit Ground surface elev. 99.95 ft. Depth to limiting factor >83 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fti
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Efr#1 *Eff#2
1 0-8 10yr2/1 - sil 2mgr dsh cw 2f .5 .8
2 8-14 1 2/1 sil 2mp dsh cam, if .8
3 14-24 10yr3/4 - sil lm 1 dsh cw if .2 .3
4 24-31 7.5yr4/6 sl Om dsh cw - 5
5 31-43 7.5yr5/6 X S~ d ? gs Osg dl cw - 7 1.2
6 4 -83 7.5yr5/6 - s Osg dl - - .7 1.2
4etj Lev k r~ l L - - /S- o
F 2 Boring # 13 Boring 98.98 >90
El Pit Ground surface elev. fL Depth to limiting factor in.
Soil lic;ation Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fti
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-8 10yr2/1 - sil 2m dsh cw 2f .5 .8
2 8- 1 2/1 Tr6 m dsh cam' if 8
3 15-36 10yr3/4 - sil lm 1 dsh cw 1 f .2 .3
4 36- 10yr3/4 - s Osg dsh cw - .7 1.2
5 n / 90 7.5yr4/6 - sl Om dsh - _ 5
(,U i 13 P- 17 a 5 S ulid 0.3
X16. - S
-71 "DA6
* Effluent #1 = BO > 30 < 0 and TSS >30 < 150 mg/L * Effluent #2 = BOP < 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) Signature CST Number
Thomas C Nelson 227387
Address f ys /2~~ S Nr~• ,c r,w j W Date Evaluation Conducted Telephone Number
/o%t,/al l y~-- 2 q Sy
Property Owner Derrick Parcel ID # Page 2 of 3
3 Boring # Boring 98.02 38-45
❑ [D Pit Ground surface elev. ft. Depth to limiting factor I 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
1 0-7 10yr2/1 - sil lmgr dsh cw 2f .5 .8
2 7-17 1 2/1 2m dsh cw if .8
3 17-38 10yr3/4 - sil 1 pl dsh cw 1 f .2 .3
4 38-45 l p3/4 U5yr5/8 sil rn dsh cw - .2 .3
-f & J+41- 60
5 45-80 7.5yr41 s - s Osg dl cw - .7 1.2
6 80 96 - sl Om dsh - - .5
/Aja h 6
❑ Boring # 11 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
H Boring
F-1 Boring # Ground surface elev. ft. Depth to limiting factor in.
Pit 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 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS < 30 mg/L and TSS < 30 mg/L.
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RRMR13OT-t lR 07/nnl
i
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POND VIEW MEADOWS
LOT 30
TOWN ROAD
NE LOT CORNER
O
110' lip
147'
3.10
ACRES
•
B2 BM
~f-- 99'
B3
221' 221'
SCALE 1 *=40'
BM1 TOP OF CONDUIT 100.00' 2%
BM2 TOP OF CONDUIT 99.10' SLOPE
B1 99.95'
B2 98.98'
B3 98.02' m
61 BM 1
98'
100'
THOMAS NELSON
227387