HomeMy WebLinkAbout040-1296-00-000 (2) Wisconsin Department of Commerce
Division of Safety and Buildings in accordance with Comm 85,Wis.Adm.Code A.C.E.Sal&Site Evaluations
Attach complete site plan on paper not less than 8'%x 11 inches in size. Plan must Courrty_ S .Croix
include,but not limited to:vertical and horizontal reference point(BM,direction and Parcel I.D.percent slope,scale or dimensions,north arrow,and locati 1 nde a4warest road.
040- 19.28.300
Please print all info By Date
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Property Owner Prooeilit _ ion
J.T.B. Properties, L.L.P.C/O John W. N I ei Govt.Lot,°;.- NE 1/4 SE 1/4 S 19 T 28 N R 19 W
Property Owner's Mailing Address i' t } lock# Subd.Name or CSM#
1564 West University Avenue –1 ST GPDX 10 Trebus Valley Estates
City State Zip C P_�i NumN"�' Village �} Town Nearest Road
Saint Paul MN 55104 _ 1-646-19 Troy County Highway F
41 New Construction Use: Residential/N Y �rti 3 Code derived design flow rate 450 GIRD
j Replarernerrt Public or commercial-Descnbe:
Parent material Glacial drift _ _ Flood plain elevation,if applicable _ na
General comments
and recommendations: Recommend installing mound system at elev. = 103.17'at 6"above 102.67'contour.
❑Boring# j Boring
Pit Ground Surface elev. 102.52 ft. Depth to limiting facts fin. oil Application Rate
Horizon Depth Dominant Cola Redox Description Texture Structure Consistence Boundary Roots GPD/ft'
*Eff#1 *Eff#2
1 0-10 10yr3/3 none sl 2fsbk mvfr as 2fm 0.5 0.9 ,
2 10-24 7.5yr4/4 none scl 2msbk mfr gs 2fm 0.4 0.6
3 24-35 7.5yr4/6 none sl 2msbk mfr cs 1fm 0.5 0.9
r
4 35-42 7.5yr4/6 f2f 7.5yr5/8 cosl 1 msbk mvfr aw 1 f 0.5 0.9
5 42-72 1 Oyr5/4 f2f 7.5yr5/8 s/Is/fsl 1 msbk dsh - 1 f 0.4 0.6 `-
1-1#5 contains colluvial Osg s,1 msbk Is,1 msbk fsl, with 112r-4" limestone fragernents and cobbles comprising 35%of horizon.
Boring# �j Boring
Pit Ground Surface elev. 102.79_ft. Depth to limiting factor __ in. Sal Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz
*Eff#1 *Eff#2
1 0-12 1Oyr3/3 none sl 2fsbk mvfr cs 2fm 0.5 0.9 , lP
2 12-22 1Oyr4/3 none sil 2fsbk mvfr cw 2f,1m 0.5 0.8 rlP
3 22-36 1 Oyr4/6 none scl 2f&msbk mfr cw 1 f 0.4 0.6
4 3648 7.5yr4/4 none sl 2msbk mfi aw 1f 0.5 0.8
5 48-57 1 Oyr4/4 none sl 1 csbk dsh - - 0.4 0.6
*Effluent#1=BOD?30<220 mg/L and TSS> <150 mg/L #2=BOD5-S.30 mg/L and TSS<30 mg/L
CST Name(Please Print) Si>20 CST Number
James K.Thompson_ �_ 3602
Address A.C.E.Sal&Site Evaluations D e Evaluation Conducted Telephone Number
340 Paulson Lake Lane,Osceola,WI 12/5/01 715-248-7767
Property Owner J.T.B. Properties, L.L.P. C/O John Parcel ID# 040-1078-20-000,ID#19.28.300 Page 2 of 4
F3 ] Boring#
Boring
je Pit Ground Surface elev. 98.92_ft. Depth to limiting factor 36" —in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots Z
*Eff#1 *Eff#2 i
1 0-10 10yr3/3 none sl 2fsbk mvfr cs 2fm 0.5 0.9 , w
2 10-15 10yr4/3 none sl 2fsbk mvfr cw 2f,1 m 0.5 0.9
3 15-24 7.5yr4/6 none sl 2msbk mvfr cw 2f 0.5 0.9_ f
r
4 24-36 7.5yr4/4 none scl 2msbk mfr gw 1 f
5 36-70 10yr5/4 m3p 7.5yr 5/8 Is/sysil 1 csbk mvfr cw 1 f 0.5 0.8
6 70-80 10yr5/4 none L.S.B.R. - - - - 0.0 0.0
H#5 contains colluvial 1 msbk Is, 1 msbk sl and 1 csbk sil. H#6 comprised of>50%limestone fragements.
❑ Boring# Boring
Pit Ground Surface elev. ft. Depth to limiting factor in. Sal Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots _GPD/ftz
*Eff#1 *Eff42
F-1 Bonng# Boring
Pit Ground Surface elev. ft. Depth to limiting facts in. Sal Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots 2
*Eff#1 *Eff42
*Effluent#1=BOD?30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BODS-i_30 mg/L and TSS<30 mg/L
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SOIL AND SITE EVALUATION 1503 Page of 4
PROPERTY OWNER: J.T.B.Properties,L.L.P.C/O John W.Nielsen
PARCEL LD,# 040-1078-20-000,ID#19.28.300 A.C.E.Soil&Site Evaluations
REPORT MEMO
Soil evaluation completed for plat review purposes and prior to clearing or lot monumentation. Results indicate that
the soils at this location are suitable for a mound septic system. Additional soil evaluation and clarification of system
location/design may be required prior to POWTS design and sanitary permit acquisition.
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