HomeMy WebLinkAbout042-1093-60-600 (3) csr— cl 11—/Y7
liglsoxisin‘trigeNtotronal services
Division a SW A A N REPORT 03232
6 3g y 6 5 Page 1 or 3
� 2 5 2017 in accords BN w 57 NK�( ti✓ Kean Stoner CST
Attach ...••• O�K� less than 6o 5MC A.err must p County St Croix
include, •~ i� ������orizontal i Z _...,(PM),direction and
pe •., , :".. r dimensions,north arrow,a...,rocation and distance to nearest road. Parcel I.'. 1 r r h I
/ 04
Please print all information. Re •-'i. • By Agl/ Date
Personal information you provide may be used for secondary purposes(Pnvacy Law,s 15.04(1)(rn)). //Z�//ry
Property Owner Property Location i II
St Croix Animal Friends Inc Govt.Lot NW1 ,S• /4, S33,T29N,R18W
Property Owner's Mailing Address - Lots Block S Subd. - or CSM.
PO Box 1169 3 I. CSM 02855
City State Zip Code Phone Number I I CRY i• I village N Town Nearest Road
Hudson l WI 1 54016 1 Warren I 638 Hwy 65
[ New Construction use: [] Residential/Number of bedrooms Code derived design flow rate GPO
V]Replacement Z Public or commercial-Describe:
Parent material Clayey residium Over limestone bedrock Flood plain elevation,if applicable NA R.
General comments Soils are suitable for mound dispersal cells. Design flow rate to be determined. Proposed contours staked onsite at 92.50'and
and recommendations: g1.20'. 4
?L...) A brixik. `i �1la4D 51 c
1 Borings `j 8or1rhg Y r
A Pa Ground surface elev. 89.25 ft. Depth to limiting factor 18 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIIt' .
in. Munsell 'I Qu.Sz.Cont.Color Gr Sz.Sh 'Efltt •Eft12
1 0-5 10YR3/2 - sil 2msbk mvfr is 3f-m 0.6 0.8
2 5-9 10YR3/2 - sil 2mabk/impl mvfr gs 3f-m $`Ores G
3 9-18 10YR4/4 - d 2mpr mfr gs 2f 0.4 0.6
4 18-21 10YR4/4 c2d5YR5/8 d 2msbk mfr - 2f 0.4 0.6
5 21-38 limestone
if
2 Borings [71 Boring n
r i pit Ground surface elev. 94.20 ft. Depth to limiting factor In. Soil Application Rate
Horizon Depth Dominant Color Redox Descnption Texture Structure Consistence]Boundary Roots GPO/R'
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. I 'First 'ER*
1 0-8 10YR3/2 - sil 2msbk mvfr cs 3f-m 0.6 0.8
2 8-12 10YR4/3 - ' sil 2msbk mvfr gs 3f-m 0.6 0.8
_ —
3 12-20 10YR4/4 - sil 2msbk mvfr gs 2f 0.6 0.8
4 20-29 10YR4/4 c2d5YR5/8 d 2msbk mfr - 2f 0.4 0.6
,---
5 29-48 Limestone if
I-
I Effluent s1 =BOO5>30 c_220 mg&and TSS>30<150 mg/L /r1; 122 a BOD5<30 nglL and TS8<_30 mgll
CST Name(Please Print) Signature: <. CST Number
Keith Stoner //, ill 224059
Address Keith Stoner CST T.. - Evaluation Conducted Telephone Number
23220 Wood Creek Rd Siren,WI 54872 8/28/2017 715-566-0900
seauw(rLm 3)
Property Ovate( St Croix Animal Friends Inc Parcel ID• 042-1093 600 / Page 2 of 3
3 Boring s Boring ✓/
Pit Ground surface elev. 89.10 ft. Depth to limiting factor 24 in. Soil Application Rate
Horizon Depth Dominant Color I Redox Description Texture Structure Consistence Boundary Roots GPD/R'
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. 'E1fs1 'ERR
1 0-8 10YR3/2 - sil 2msbk nwfr is 3f-m 0.6 0.8
2 8-12 10YR4/3 - sil 2msbk mvfr gs 3f-m 0.6 0.8
3 12-24 10YR4/4 - d 2msbk mfr gs 2f 0.4 0.6
4 24-27 10YR4/4 c2d5YR5/8 d 2msbk mfr - 2f 0.4 0.6
mestone
5 27-49 Li Ifif
i
Boring
Boring I Pit Ground surface elev. ft Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description ' Texture • Structure Consistence Boundary Roots GPO/R'
in. Munsell Qu Sz.Cont.Color Gr.Sz.Sh. 'OM 'Eea2
-
I_J Boring
Boring I []Pit Ground surface elev. R. Depth to limiting factor - - in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/R'
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. 'EIM1 TM
' 'ry2,/,?(C, egi*a?°29°47
07/7
'Effluent$1 =BOD5 mg>30<220 /Land TSS>30<150 mg& 'Effluent e2=BODS<30 mg/L and TSS<30 mg&
r
Page 3 of 3
Soil Test Site Plan
For: St. Croix Animal Friends Inc.
Lot 3 of Csm 10/2855
NWI/4-SEI/4 Sec. 33 T29N-R18W
0 25 50
Town of Warren - St. Croix County
Graphic Soak (net)
1 Inch — SO et
BM
/ PIL 517.24'
l 1I
/ g oat
�
,E 2II I
/ / b Open Sloping Site
93.00' 7 'I92. '
/
91.00' E $3
90.00' 89.00'
Note:This sae was prrviously an operationalfann w✓many
IP� ouraahaings,drawer and sWtableck f r Boringstof
completed
near these areas were unsuitable for the placement of an
onrite sanitary system There is courtly an orating mound
dispersal cell in the south east corner of the property near
the property line and a concrete lined waterway.
6.47 Acre Parcel
PIL
Maintain well and waterline setbacks per SPS 383.43(8)(l)
814.41'
Elevation Data
B#I = 89.25'
B#2 =94.20' Existing Silo
89.10' O
Structure Location to be determined.
A BM- Nail w/Pink Rbbon in Base of Fence Post
Existing Structure
* HRP—Same 121Jt.to the CLofHwy65
ASSUMED ELEV.- 100.00'
' =Backhoe Pit
June 28h 2017
Keith E.S..n. CST#224059 PNS 638 HfPY6s