HomeMy WebLinkAbout040-1296-60-000 (2) 1509
Wisconsin Department of Commerce SOIL EVALUATION REPORT d B Page 1 of 4
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 County St.Croix _
include,but not limited to:vertical and horizontal reference pant BM),direction and p� I.D.
percent slope,scale or dimemsions,north arrow,and IoSatiorrn��i f, dearest road. (`}-
040- ID#19.28.303
Please print all infovmation i '`� R \By Date
Personal information you provide may be used for oondayr purpose4 jam'Law S:16:04-14NM)).
Property Owner KLUINLU P ocation
J.T.B. Properties,L.L.P.C/O John W. ie n
Govt.tot', NE 1/4 SE 1/4 S 19 T 28 N R 19 W
P -
t of# Black# Subd.Name or CSM#
P Owners Mailing Address , L ._
Property g � 1
x Trebus Valley Estates
1564 West University Avenue 6 a
State Zip hone Nurti6 Village ff Town Nearest Road
City P .
„ „
Saint Paul MN 5510 "- 967 3 Troy County Highway F
New Construction Use: 0 Residential/ 3 Code derived design flow rate 450 GPD
A Replacement _1 Public or commercial-Describe: _
Parent material Glacial drift _ Flood plain elevation,if applicable na
General comments
and recommendations: Recommend installing mound system at elev.=96.00'at 6"above 95.50'contour. Available system area
limits dispersal cell to a maximum length of 75'.
F-1 Boring# --=� � 45" in. Sal Application Rate 0.1 Pit Ground Surface elev. 95.62 ft. Depth to limiting factor
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD1ft2
*Eff#1 *Eff#2
1 0-9 1Oyr3/3 none sl 2fsbk mvfr as 2fm,1c 0.5 0.9 .�
2 9-18 1 Oyr4/4 none sl 2msbk mvfr Cs 2f,1 me 0.5 0.9 ,(o
3 18-28 1Oyr3/4 none sl 2msbk dh Cw 1 f 0.5 0.9 ,
4 28-45 7.5yr4/6 none Ifs Om dsh Cw 1f&vf 0.4 0.6 ,S
5 45-83 7.5yr4/6 f2f 7.5yr 5/8 fsysysil Om dh - - 0.0 0.2
F1#5 contains colluvial Om fsl,0m sl,&Om sil and limestone fragements.
Boring# �j Boring
0,1 Pit Ground Surface elev. 95.34 ft. Depth to limiting factor 35",in. Sal Application Rate
Horizon Depth Dominant Cacr Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
*Eff#1 *Eff#2
1 0-5 1Oyr3/3 none sl 2fsbk mvfr as 2fm,1c 0.5 0.9 (v
2 5-12 1Oyr4/6 none sil 2msbk mfr gs 2f,1mc 0.5 0.8 ,(p
3 12-22 10yr4/4 none sl 2msbk mfi Cw 1 f 0.5 0.9- (P
4 22-33 7.5yr4/6 none Is 1 msbk mvfr Cw 1 f&vf 0.7 1.2 .�-
5 35-48 7.5yr4/6 f2f 7.5yr 5/8 ffs 2msbk mfr cw - 0.5 0.9
6 48-70 7.5yr4/4 f2f 7.5yr5/8 sl Om mfi - - 0.3 0.5
H#5 contains fsl,Om sl,&Om sil and limestone fragernerrts.
*Effluent#1=BOD 30<_220 mg/L and TSS> <150L t#2=BODS<30 mg/L and TSS<30 mg/L
CST Name(Please Print) Sign ure: CST Number
James K.Thompson s--- 3602
Address A.C.E.Sal&Site Evaluations Date Evaluation Conducted Telephone Number
340 Paulson Lake Lane,Osceola,WI 54010' 12/5/01 715-248-7767
I
J.T.B. Properties, L.L.P.C O John 040-1078-50-000,ID#19.28.303 Page 2 of 4
property Owner / Parcel ID#
F 3 Boring# Boring
Pit Ground Surface elev. 93.02 ft. Depth to limiting factor 41" in. Sol Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots
*Eff#1 *Eff#2
1 0-6 1Oyr3/3 none sl 2fsbk mvfr as 2fm,1c 0.5 0.9 ,(e
2 6-17 10yr4/6 none sl 2msbk mfr cs 2f,1mc 0.5 0.9 , (P
3 17-24 1Oyr414 none sl 2msbk mfi cw 1 f 0.5 0.9 , (P
4 2441 7.5yr4/6 none Is 1 msbk mvfr cw if 0.7 1.2
5 41-52 7.5yr4/6 f2f 7.5yr 5/8 Ifs 2msbk mfr aw 1f 0.5 0.9
6 52-84 7.5yr4/4 f2f 7.5yr5/8 scl 1 csbk mfi - - 0.2 0.3
H#5 contains colluvial Om fsl,Om sl,&Om sil and limestone fragements.
Ong# n9
F—I ft. Depth to limiting factor in.
Pit Ground Surface elev. — Sal Application Rate
Horizon Depth Dominant Cola Redox Description Texture Structure Consistence Boundary Roots GPDM
*Eff#1 *Eff#2
Boring
F-I # Boring - —
Pit Ground Surface elev. ft. Depth to limiting fads' in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots :GPD
*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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SOIL AND SITE EVALUATION 1509 Page of 4
PROPERTY OWNER: J.T.B.Properties,L.L.P.CIO John W.Nielsen
PARCEL LD.# 040-1078-50-000.ID#19.28.303 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. This site is physically limited and restricts septic
system size to accomodate a 3 bedroom septic system with a 6'x 75'dispersal cell. Additional soil evaluation and
clarification of system location/design may be required prior to POWTS design and sanitary permit acquisition if a
arger system area is required.
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