HomeMy WebLinkAbout032-2051-50-100 (2)
RECEIVED G st Zv0(0 3
OCT 16 g L EVALUATION REPORT 2415
Wisconsin Department of S PS Page 1 of 4
Commerce SAS 3~3f
in a ~(~~~1" p~S5, Wis. Adm. Code A.C.E. Soil & Site Evaluations
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lC T County
Attach complete site plan on, s fl{a fiiM 9n size. Pla t. Croix
include, but not limited to: veftlS'a1'and horizontal reference point (BM), directio /60
percent slope, scale or dimensions, north arrow, and location and distance t( Parcel I.
From 32-20 -50`9QQ
Please print all information. Revi d By Date
Personal information you provide may be used for secondary purposes (Privacy Law, s Q
Property Owner Property Location
Margaet Orf - St. Croix Co., Buyer Govt. Lot 2 /14 /4 S 14 T 30 N R 19 W
Property Owner's Mailing Address Lot # ( Block # Subd. Na e or CSM#
-71
1513 Co. Rd. I P"41Q Q( na Pro ed CSM V41
City State Zip Code Phone Number City Village Town Nearest Road
New Richmond WI 54017 Somerset Co. Rd. I
✓ New Constructior Use: Residential / Number of bedrooms Code derived design flow rate GPD
Replacement ✓ Public or commercial - Describe: Undetermined
Parent material Glacial Outwash Flood plain elevation, if applicable na
General comments
and recommendations: Soils suitable for conventional dispersal cell at 0.4 gpd. Re ommended linfiltrative surface elevation to be
92.25'. ~L
C~~O IL ~ Ovlr'
1E V, Boring # Boring
Pit Ground Surface elev 94.17 ft. Depth to limiting factor >99 in. Soil Application Rat
Horizon Depth Dominant Redox Description Texture Structure Consistence Boundar Roots GPD/ffi
in. Color Qu. Sz. Cont. Colo Gr. Sz. Sh *Eff#1 *Eff#2
1 0-24 1Oyr3/3 none sil 2fgr mvfr cw 2vf,f 0.6 0.8
2 24-42 1Oyr4/4 none scl 2msbk mfr cw 1vf,f 0.4 0.6
3 42-47 1Oyr4/4 none sl 2msbk mvfr cw 0.6 1.0
4 47-99 1Oyr5/6 none s Osg ml - - 0.5 1.0
5 It
9Z . ~F
Horizon #3 contains a high percentage of sand. Loading rate of H#4 adjusted to reflect reduced permeabilty of horizon associated with 1/2" irregular bands
10yr4/4 fls spaced at 12" - 24" through horizon.
7 Boring # Boring
Pit Ground Surface elev 97.21 ft. Depth to limiting factor >106" in. Soil Application Rat
Horizon Depth Dominant Redox Description Texture Structure Consistence Boundar Roots GPD/ft2
in. Color Qu. Sz. Cont. Colo Gr. Sz. Sh *Eff#1 *Eff#2
1 0-8 1 Oyr3/3 none sil 1thin pl -2fgr mvfr cw 2vf,f 0.4 0.6
2 8-20 1Oyr4/4 none sicl 2fsbk mfr cw 2vf,f 0.4 0.6
3 20-38 1Oyr4/6 none Is Osg ml cw 1vf 0.7 1.6
4 38-48 1Oyr4/4 none sl 2fsbk mvfr cw - 0.6 1.0
5 48-106 1Oyr5/4 none s Osg ml - 0.5 1.0
9Z. 25 tl 0
Horizon #4 contains a high percentage of sa . Loa ing rate of H#5 adjusted to refieff reduced e bilty of horizon associated with 1/2" irregular bands
10yr4/4 fls spaced at 12" - 24" through horizon.
* Effluent #1 = BOD 5 30 <_220 mg/L an TSS >30 < 150 mg ' Effluent #2 = BODS< 30 mg/L and TSS <30 mg,
CST Name (Please Print) Signatyrfe: CST Number
James K. Thompson 3692 3cov
Address A.C.E. Soil & Site Evaluations Date Evaluation Conducted Telephone Number
340 Paulson Lake Lane, Osceola, WI 54020 10/2/2015 715-248-7767
Property Owner Margaet Orf - St. Croix Co., Buyer parcel ID # From 032-2051-50-000 Page 2 of 4
3] Boring # Boring
Pit Ground Surface elev 97.42 ft. Depth to limiting factor >97" in. Soil Application Rat
F
Horizon Depth Dominant Redox Description Texture Structure Consistence Boundar Roots GPD/ffi
in. Color Qu. Sz. Cont. Colo Gr. Sz. Sh *Eff#1 *Eff#2
1 0-12 1Oyr3/3 none sl 2fgr mvfr cvr 2vf,f 0.6 1.0
2 12-18 1l none sl 1,sbk mfr cw 2vf,f 0.4 0.7
3 18-28 7.5yr4/6 none gr sl 1 msbk mvfr cw 1 of 0.4 0.7
4 28-39 7.5yr4/6 none gr Is 0 sg ml cw - 0.7 1.6
5 39-97 1Oyr4/6 none s Osg 11 ml - - 0.5 1.0
L .0
Horizon #3 contains a high percentage of sand. Loading rate of H#5 adjusted to reflect reduced per eabilty of horizon associated with 1/2" irregular bands
10yr4/4 fIs spaced at 12" - 24" through horizon.
4 ] Boring # Boring
Pit Ground Surface elev 97.30 ft. Depth to limiting factor >92" in. Soil Application Rat
F
Horizon Depth Dominant Redox Description Texture Structure Consistence Boundar Roots GPD/ft°
in. Color Qu. Sz. Cont. Colo Gr. Sz. Sh *Eff#1 *Eff#2
1 0-24 1Oyr3/3 none sil 2gsbk mvfr aw 2vf,f 0.6 0.8
2 24-35 10yr4/4 none sicl 1fsbk mvfr cw 2vf,f 0.2 0.3
3 35-45 1Oyr4/6 none sic[ 2msbk mfr cw 1vf 0.4 0.6
4 45-60 10yr4/4 none sl 1csbk mfr gw 0.4 0.7
5 60-92 10yr4/4 none sl Om mfr - - 0.2 0.6
Horizon #4 contains a high percentage of sand. Loading rate of H#5 adjusted to reflect reduced permeabilty of horizon associated with 1/2" irregular bands
10yr4/4 fIs spaced at 12" - 24" through horizon.
❑ Boring # Boring
Pit Ground Surface elev ft. Depth to limiting factor in. Soil Application Rat
Horizon Depth Dominant Redox Description Texture Structure Consistence Boundar Roots GPD/ft"
in. Color Qu. Sz. Cont. Colo Gr. Sz, Sh *Eff#1 *Eff#2
Effluent #1 = BOD > 30 <.220 mg./L and TSS >30 < 150 mg Effluent #2 = BOD < 30 mg/L and TSS < 30 mg.
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s[3ll-83b0 W 0- Wi A.C.E. Soil & Site Evaluations
- 2415
PROPERTY OWNE br~aet Orf- St. Croix Co._ Tim(:r SOIL AND SITE EVALUATION Page 3 of
PARCEL I.O.f rom 0-,2-2051-50-000 \.C.E. Soil K Sitc E%AWA1o
REPORT MEMO
The area to the west (uphill) of the tested area was unavailable for testing at the time of this evaluation. Additional testing
to the west of B-1 will likely result in a higher loading rate for system design and installation.
Recommend installing system centering on B-2 and along 96.0' contour as much as possible.
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