HomeMy WebLinkAbout038-1021-30-050 (3) csT- Sol-7 - 0 ?O
°Wisconsin Be/mimed;1 Safety and r‘ teStrIfli
Ti(E.CPrIstitirr
S(NL EVALUATION REPORT �j
Mpg 0,4 2611 m.ccor "�S egg a.Adm.Code Z3I I /00�h 51 KeithPage Stoner of CST
Iris-
County
Attach complete site plan G�tll�ll 1�x n u., Fnust, St.Croix
include,but not limit iillllfY+ rents poll. iii`---qqq`'���
percent slope,sca arrow,and location and road. Parcel ID.
Please print all information. 038 102,.30 050
BY Dat
Personal information you provide may be used for secondary purposes(Privacy Law,s. 1:,
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Property Owner Property Lots,. Iprca 1 r\
Alb Cindy Campeau Govt.Lot SW1/4,SW1/4,S4,T31N,R18W
Property Owners Mailing Address Lot t Blcq • Subd.Name or C NIR�
2311 100th Street i t"ram
City State Zip Code Phone Number L 1 City I 1 Villager.1 Town Nearest Road
New Richmond i WI l 54017 1 Star Prairie I Same
[ New Construction Use: [.'f Residential/Number of bedrooms 3 Code derived design flow rate 450 GPD
j Replacement I I Public or commercial-Describe: x
Parent material Si loamysediment underlaingravel 14 Ar1 �r•odplain ��tJA
nY by sandy '�"'-'�� Food plain elevation,if applicable
ft.
General comments Propose 2 mound dispersal cells 5 x 45'. Locate the upsbpe cell along the 94.87 contour with a system elevation=95.5T.
and recommendations: Downslope cell over the 93.67 contour with a system elevation=94.3T. Upslope edges of mound cells staked onsite.
Option 2 to install a 10' x 45' dispersal cell using the 94.02' contour with a lineal
loading rate of 10.
1 Bonng# Boring
pit Ground surface elev. 96.32 It. Depth to limiting factor 46 in. Soil Application Rate
Honzon Depth ! Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP0/112
in. Munsell Qu. Si. Cont.Color Gr.Sz.Sh. 'Eff#1 •Ee#2
1 0-11 10YR3/3 - sl 2msbk mvfr cs 3f 0.6 ' 1.0
2 11-24 10YR4/3 - sl 2f-msbk mvfr gs 2f-m 0.6 1.0
3 24-40 10YR4/4 - sd 2msbk mvfr gs if 0.4 0.6
4 40461 5YR4/4 - sl m mfr gs - 0.2 0.6
5 46-55 5YR4/4 f2d5YR5/8 sl m mfr - - 0.2 0.6
2 Bonng# Boring
Pit Ground surface elev. _ 90.75 ft. Depth to limiting factor 28 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fl•
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. 'Efl#1 'EmN2
1 0-10 10YR3/3 - sl 2msbk mvfr cs 3f 0.6 1.0
2 10-21 10YR4/3 - sl lmsbk mvfr gs 2f-m 0.4 0.7
3 21-28 10YR4/3 - sl lmsbk mvfr gs if 0.4 0.7
4 28-39 5YR4/4 c2d5YR5/8 sl m mfr gs - 0.2 0.6
5 39-76 7.5YR5/4+4/4 - Sr$ 0sg ml - - 0.7 1.6
1
#5-with 1'bands of sl 5YR4/4 and weakly cemented sl and gravel
•Effluent#1 =BOD5>30<220 mg&and TSS>30<150 I i 'Effluent 02=BODS<30 rng/L and TSS<_30 mg&
CST Name(Please Pnnt) Signature i ' ' IF I CST Number
Keith Stoner r w' An1; 224059
Address Keith Stoner CST Date Evaluation Conducted Telephone Number
23220 Wood Creek Rd Siren,WI 54872 11/102016 715-566-0900
swwwpLm n
Prdpert„owner Al&C ndr Campeau Paroel ID i 038.1021-30-050 Page 2 of 3
Boring
3 # P t Ground surface ebv. 91.00 ft. Depth to limiting factor 40 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/IV
in. Munsell Qu.Sz.Cont.Color , Gr. Sz.Sh. 'EIfa1 men
1 0-10 10YR3/3 sl 2msbk mvfr cs 3f 0.6 1.0
2 10-21 10YR4/3 - sl 2msbk mvfr gs 2f-m 0.6 1.0
3 21-30 10YR4/4 - sd 2msbk mvfr gs if 0.4 0.6
4 30-40 10YR4/4 - sl lmsbk mvfr gs - 0.4 0.7
5 40-56 10YR4/4 f2d5YR5/8 sl lmsbk mvfr - - 0.4 0.7
4 Baring Boring
Pit Ground surface elev. 105.40 ft. Depth to limiting factor 38 in. Soil AppNcetion Rats
Horton Depth Dominant Color Redox Description Texture Structure Consistence)Boundary Roots GPOff'
in. Munsell Qu.Sz.Cont-Color Gr.Sz.Sh. 'Ef#1 'EttI2
1 0-10 10YR3/3 - SI 2msbk mvfr cs 3f 0.6 1.0
2 10-27 10YR4/3 - Ifs Osg ml gs 2f-m 0.5 1.0
3 27-38 7.5YR4/4 - Ifs Osg ml gs if 0.5 1.0
4 38-55 7.5YR4/4 c2d5YR5/8 sid 2msbk mfr gs - 0.4 0.6
5 55-80 7.5YR5/4+4/4 f2d5YR5/8 Sr s 05g ml - - 0.7 1.6
#5-with bands of fsl SYR4/4
Boring
5Boring# � 'pit Ground surface elev. 112.25 ft Depth to limiting factor 51 in,
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPM'
in. Munsell Qu.Sz.Cont.Color Gr.Sz. Sh. Efb1 'VW
1 0-9 10YR3/3 91 I 2msbk mvfr es 3f 0.6 0.8
2 9-17 10YR4/3 - sl 2msbk mvfr 9s 2f-m 0.6 1.0
3 17-29 10YR4/4 - sid 2msbk mvfr gs 1f 0.4 0.6
4 29-39 7.5YR4/4+5/4 - gr Is Osg ml gs if 0.7 1.6
5 39-51 7.5YR4/4 - srs Osg ml gs - 0.7 1.6
6 51-76 7.5YR4/4 c2d5YR5/8 Srs Osg ml - - 0.7 1.6
s5+6-with 1-3"bands of9YR3/4 sl
f . a �aa4�9
'Effluent#1 =BOO5>30<220 mgfL and TSS>30<150 mgll 'Effluent 12=BOOS<30 mgAL and TSS<_30 mg/L.
• 1320f deep Edge ofSoyben Field Exiswg Septic Tank and Drain Field Page 3 of 3
• ,B 05
Existing Mobile
Home
0 25 50
Soil Test Site Plan
1 lash - 60 ft.
For: Al and Cindy Campeau
Parcel in the SW1/4 SW1/4
Sec.4 T31N-R18W
-1701t. 7hree Bedroom Home Town of Star Prairie-St.Croix County
Ow Buildings
11541iof
frontage Ilit
BM#2 -Bottom ofoue Siding SE. Conner Ekv. -111.88'
FN#2311 J
1C/L of 100th Street
35.05 Acres
Existing Septic Tank
and Drywells 9
® ,B x 4 Existing Baran
Grade at Dnyw¢!1-105.82' NTS
C/L of Drive=98.68' C/L of Old Drive
—e to Barn
Machine Shod
Proposed Dam
Tank Ekv. -o
94.50'
.--- x / / 03
Elevation Data
N B#I =96.32'
/ Open Lawn Site B#2=90.75'
1, B#3 =91.00'
B#4= 105.40'
96.00' B#5=-112.25'
A BM() /,B llz P/L 1323.79'
94.82' 93.62' 91.00'
A BM=Top of Lot Iron a 2"Gaiv.Pipe w/Cap
HRP=Same
ASSUMED ELEv.= 100.00' November 10th,2016
' = Put Keith E.Stoner CST#224059