HomeMy WebLinkAbout026-1168-46-000 (2)
RECEIVED
E Of
OIL EVALUATION REPORT Page 1 3
W iscensin Departmentof ommA Q V 10 2003
Division of Safety and Bui 'ngs
ST. CRONtlr wi■ rnim-..S1s. Ad;;. ^rda
County St. Croix
Attach complete site pla aches in size. Plan must
irxjude, bttt not limited to- vertical and horizoMai reference point (BM), direction and Parcel I.D. ~9/ /
percent slope, scale or dimensions, north arrow, and location and distance to nearest mad. b !11(p y' (p-~
Please print all information. Rev' Data
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Property Owner Property Location 13 El
Richard/Robert/Loren Derrick Govt Lot NW 1/4 NE 1/4 S 22 T 30 N R 18
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
1310 Hwy 65 46 Pond View Meadows TL
City State Zip Code Phone Number ity OVillage ■ Town Nearest Road
New Richmond I WI ! 54017 .I 71}5-246-5425 ..f.....~~.a .1 CTH G
sV~flfik"iki
E] New construction Use 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 outwash sand and till Flood Plain elevation if applicable
Genes comments These are massive soils with the need for extremely careful installation techniques of the system being used by the
and reoornmendations. installing contractnr.. My.recommendation vv .
,1n cc►nsr ~ surized syatena; where the effluent can
be dosed over the entire distribution of required, but rec ortunen~aThis site is suitable for a below grade
conventional system s sTTenses of sl Om, 7.5yr4/4
Boring # 0 Boring
El Pit Ground surface elev. 101.80 ft. Depth to limiting factor >81 in. Soft Apphication Rate
Horizon Depth Dominant. Color Red= ^va^^p±ion. Te^*-re Structure comistence .r oLnasry.. Rooter . GPD!ft?
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. v v *Eff#1 *002
1 0-11 10yr3/3 - sil 2mgr dsh cw 2f .5 .8
2 11-21 1 4/4 sil 2msbk dsh cw if .5 .8
3 21-47 7.5yr4/4 - is Om ds cw - •7
4 47-81 5yr4/4 A Om a. . .1, d
sh - .3 .5
F Boring # ® Boring 105.80 >80
L_l Pit Ground surface elev. ft. Depth to limiting factor in. ~Iication Rate
Horizon Depth Dominant Coke Redox Description Texture Structure Consistence Boundary Roots GPD/fF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 *Eff#2
1 0-15 1Oyr3/3 sil 2mgr dsh cw 2f .5 .8
2 5'9 1 4/4 sil 2mp1 dsh ew if .5 .8
3 9-29 10yr4/4 sil lmsble- dsh cw _ 2 3
4 29-43 7.5yr4/6 - s* Orn sh cw - 3 .5
g 43-80 5yt4/4 sl Om dsh - ' - 3 5
" Effluent #1 = BOD > 30:5 220 mg/L and TSS >30:5 150 mg/L * Effluent #2 = BOD < 30 mg/L and TSS < 30 rng/L
CST Name (Please Print) - - Signature CST Number
Thomas C Nelson 227387
Address Date Evaluation Conducted Telephone Number
1432 120th Street, New Richmond, WI 10/31/03 715-246-2454
Properly Owner Derrick Parcel ID # Page Of
' ng B~~ # E] Pit Ground surface elev. 107.20 ft. Depth to limiting factor in. in• Soil Appfic:ation Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF
in. Munseti Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff11 •Eff#2
1 0-8 10yr3/3 - sil 2mgr dsh cw 2f .5 .8
2 0,24 ft "A - sit 2msok dsh C =f .5 .8
3 24-80 5yr4/4 _ sl Om dsh cvr - .3 .5
I
I
❑ Boring # Bones
Pit Ground surface elev. It. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Coto Redox Description Texture Structure Consistence Boundary Roots GPD/fF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Efr#1 "Eff#2
Boring # goner
u Pit Ground surface elev. ft. Depth to limiting factor in.
Soil Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots PD/fF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Efr#1 'Eff#2
Effluent #1 = BOD5 > 30:E 220 mg/L and TSS >30:E 150 mg/L ' Effluent #2 = BODS < 30 mg/L and TSS < 30 mg&
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S13134330'rea (B07/00)
POND VIEW MEADOWS it
LOTS 46 & 45 CTHG
'08,
LOT 45
B3 BM1 TOP OF IRON PIPE 100
99' BM3 TOP OF CONDUIT 101.1
10B' 81 101.20'
420'
B3 103.30'
104'
L B3
O No
2.10 3% T
SLOPE 2.10
ACRE
ACRE
184' L
LOT 46 1s5' N
E
BM7 TOP OF IRON PI E 100.00'
BM2 TOP OF CONDUI 101.90' 117'
B1 101..80'
B2 105.80' 102'
107.20' 141'-
■ B1
B3 B1 rl
ABM3 -f'B2
3T 41'
27'100'
LOT CORNER
SCALE 1'=40'
THOMAS NELSON
227387