HomeMy WebLinkAbout040-1296-70-000 eS � IL VbnMSt.1eCQ • D Z�8 r� 1510
z-. EVALUATION REPORT . Page 1 of 3
Wisconsin Department of Commerce
Division of Safety and Buildings in accordance with Comm 85,Wis.Adm.Cade Evaluations
County
Attach complete site plan on paper not less than 8'%x 11 inches in size. Plan must t.Croix
include,but not limited to:vertical and horizontal reference point(BM),direction and Parcel I D -
percent slope,scale or dimemsions,north arrow,and location and,ditance to nearest road. 04048fft-307000,M1 9.28.303
Please print all infonnatfdo
ti Reviewed By ; Date
Personal iMormation you provide maybe used for second&ry{wrpPeas(Pri y Law,s.15.04(1)( . � d
Property Owner wW, �f 3i ProptyL� ion
J.T.B.Properties, L.L.P.C/0 John W. Niosert``' Govt Lot SE 1/4 SE 1/4 S 19 T 28 N R 19 W
Property Owner's Mailing Address _ y lock# Subd.Name or CSM#
1564 West University Avenue , 17 Trebus Valley Estates
City State Zp P Num c M rfy;.' Village Town Nearest Road
Saint Paul MN 1 55104 1 67GF t � Troy County Highway"F"
10 New Construction Use: Residential/N � Code derived design flow rate 450 GPD
of Replacement Public or cornmercia
Parent material Glacial ydrift Flood plain elevation na
General comme U t
nts 4s
and recommendations: Recommend installing mound system at elev.= 101.50'at 6"above 101.00'contour.
Boring Cwt-. do q F�3
F-I .
# i6 � g�
Pit Ground Surface elev. 101.22 _ft. Depth to limiting factor - 34 - Sal Application Rate
—i
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *E GPD/ft Eff#2
1 0-8 1 Oyr3/3 none sl 2fsbk mvfr as 2fm 0.5 0.9
2 8-24 1Oyr4/3 none sl 2msbk mvfr cs 1 f 0.5 0.9
3 24-39 7.5yr4/4 none sl 2msbk dh cw 1 f 0.5 0.9 .(P
4 39-61 1 Oyr5/6 f2f 7.5yr 5/8 s/Ifs/sil Om dsh - - 0.0 0.2 --
HIM consists of an unsorted mncture of colluvial Osg s,Om Ifs,Om sl,&Om sil.
Boring
F-I Ong
# jim Pit Ground Surface elev. 101.31 ft. Depth to limiting factor 35" in. Sal Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *E GPD/ft*E
1 0-8 1Oyr3/3 none sl 2fsbk mvfr as 2fm,1c 0.5 0.9 (,
2 8-13 1Oyr4/6 none sl 2msbk mvfr cs 2f,1mc 0.5 0.9 ,(�
3 13-21 1Oyr4/4 none sl 2msbk mfr cw 1 f 0.5 0.9
4 21-35 7.5yr4/6 none Is 1msbk mfr cw 1f&vf 0.5 0.9
5 3 -50 7.5yr4/6 f2f 7.5yr 5/8 Is 1 msbk mfr cw 1 f 0.5 0.9
6 50-93 7.5yr4/4 f2f 7.5yr 5/8 sic[ lthinpl dsh - 0.2 0.3
H#4 5 corrtain 1/2"-3"10yr4/4 Om sl bards at 4"-9"intervals. Loading rate reflects reduced permiability of horizon due to band 669
Effluent#1=BOD y.>30<_220 mg/L and TSS>30 150 mg/L) ffl #2=BOD <30 mg/L and TSS<-30 mg/L
CST Name(Pkme Print) Signat CST Number
James K.Thompson 3602
Address A.C.E.Sal&Site Evaluations
�skeEation Conducted Telephone Number
340 Paulson Lake Lane,Osceola,WI 54020 12/5/01 715-248-7767
pmp�y owner ].T.B. Properties,L.L.P. C/0 John parcel ID# 040-1078-50-000,ID#19.28.303 Page 2 of 3
a �# Pit
Pit Ground Surface elev. 99.05 ft. Depth to limiting facts 42" in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM
*Eff#1 *Eff#2
1 0-8 1Oyr3/3 none sl 2fsbk mvfr cs 2fm 0.5 0.9 ,(P
2 8-16 1Oyr3/2 none sl 2fsbk mvfr as 2f,1m 0.5 0.9 ,
3 16-24 1Oyr4/4 none sil 2fsbk mvfr cs 1f 0.5 0.8 . (�
4 24-34 1Oyr4/4 none scl 2msbk mfr cs 1 V 0.4 0.6 c�
5 34-42 1Oyr4/3 none sl 2msbk mfi aw 1vf&f 0.5 0.9 .60
6 42-65 1 Oyr4/4 Q 7.5 r 5/ Ifs/fsl Om dsh - - 0.3 0.5
FIN contains an unsorted mbc of 10yr5/6 lmsbk Ifs&Om sl and 1csbk sil.
F-I Boring# -j Boring
Pit Ground Surface elev. ._ ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Colo Redox Description Texture Structure Consistence Boundary Roots GPDIW
*Eff#1 *Eff#2
F-I Boring# � 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
*Eff#1 *Eff#2
*Effluent#1=BOD,>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD5<30 mg/L and TSS<30 mg/L
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