HomeMy WebLinkAbout030-1012-95-000 (2)
PIE D
Department of $ ) #1786
SOIL EVALUATION REPOR
Page 1 of -4
ASP= $alfef3f ar Ci~S in accordance with Comm 85, Wis. Adm. Code- 3 3 U S St
PrOf$SSIOn81SBrvIG@S, Schmitt Soil Testing, Inc.
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Attach comp~A Oriaa~~T1f2SC12~S"tT}~A 8'/z x 11 inches in size. Plan must County
St. Croix
include but not limited to vertical and horizontal reference point (BM), direction and - - - -
percent slope, scale or cimensions, north arrow, and location and distance to nearest road Parcel 1
030-194-95/000
Please print all information. Revi d By Date
Perscnal mformat on you prov de may be used for secondary purposes (Privacy Law, s 15 04 (1) (m)) /
Property Owner Property Location
Dorweiler, Blaine _ Govt. Lot SW1/4, E1/ , S3, T29N, R19W
Property Owner's Mailing Address Lot # Block # I Subd. Name r CSM#
1809 Point Douglas Rd S Property dress 1102 Cty Rd A
City State Zip Code Phone Number City Village ' Town Nearest Road
St. Paul MN 55119 St.Joseph 116 a Cty Rd A
New Construction Use: Residential ! Number of bedrooms 8 Code derived design flow rate 1200 GPD
Replacement Public or commercial -Describe:
Parent material Glacial till over limestone (Ritchey Series Flood plain elevation, if applicable NA ft.
General comments Area is suitable for a mound system. System elevation is 102.50 based on_a contour line established at 101.50'. Slope of area is
and recommendations: 10%a. depth to limiting factor is 24".
❑ Boring # Boring - -
Pit Ground surface elev. 101.60- ft. Depth to limiting factor _ 38 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GPD/ft'
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. ~--*Eff#i 'EM
1 0-12 10yr3/2 none I 2mgr mfr cs if 0.6 0.8
2 12-22 10yr4/6 none scl 2msbk mfr CS if 0.4 0.6
3 22-29 l 7.5yr4/4 none grsd 2msbk mfr cs 0.4 0.6
4 29-38 7.5yr4/4 none kos lmsbk mfr cs ! .7 1.6
5 38+ 10yr7/8 -imestone Residuun• NC NC
F-I Boring
2 Boring # I
. Pit Ground surface elev. 101.30 ft Depth to limiting factor 35 in. Soil Application Rate!
Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GPD/ft'
in. Munsell Qu. Sz. Cont. Color Gr. Sz Sh. -Eff#1 •Ett#2
1 0-15 10yr3/2 none I 2mgr mfr Cs if 0.6 0.8
2 15-27 10yr4/4 none sicl 2msbk mfr I cs if 0.4 0.6
3 27-35 7.5yr4/4 none grsl 2msbk mfr Cs 0.6 1.0
4 35+ 10YR7/8 -imestone Residuum NC NC
l
Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD5 < 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) Signature: CST Number
Address Schmitt Soil Testing. Inc. Date Evaluation Conducted Telephone Number
1595 72nd St. New Richmond. WI 54017 5/14/2015 715-760-1978
SF1n-8310 4R n7 "K1)
Property Owner Dorweiler, Blaine Parcel ID # 030-1012-95-000 / Page _ 2 __of 4
Boring f
Fil Boring # Pit Ground surface elev- 101.60 ft. Depth to limiting factor 34-- in. Soil Application Rate
Horizon Depth Dominant Color Redox Descnption Texture Structure Consistence Boundary Roots GPD/R2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 -Eff#2
1 0-12 10yr3/2 none I 2mgr mfr cs if 0.6 0.8
2 12-26 10yr3/4 none sil 2msbk f mfr cs if 0.6 0.8
3 26-34 7.5yr4/4 none sl 2msbk mfr cs 0.6 1.0
4 34+ 10YR7/8 imestone Residuun NC NC
Boring
F4 Boring # Pit Ground surface elev. 97.60 ft. Depth to limiting factor 34 in.
- Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure (Consistence: Boundary 1 Roots 'PD_ Ift2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. -Eft#1 'Eff#2
1 0-9 10yr3/3 none sil 2mgr mvfr as 2vf 0.6 0.8
2 9-17 7.5yr4/6 none I 2msbk mfr gw if 0.6 0.8
3 17-31 7.5yr4/4 none vgrsl lmsbk mfr gw 1vf 0.4 0.7
4 31+ 10YR7/8 imestone Residuun NC NC
I
i I
J Boring # Boring
Pit Ground surface elev. _ 98.50 ft. Depth to limiting factor 24 in.
Soil Application Rate;
Horizon Depth Dominant Color Redox Description Texture Structure !Consistence' Boundary . Roots GPD/W
in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. •EfN#1 •Etf#2
1 0-8 10yr3/2 none - I 2msbk- mvfr as 2vf 0.6 0.8
2 8-18 10yr3/3 none I 2fsbk-- mfr E_- gw If 0.6 0.8
3 18-24 7.5yr4/6 none sl 2msbk mfr as ivf 0.6 1.0
4 24+ 10YR7/8 imestone Residuun. NC NC
,
Effluent #1 = BCDS, 30 < 220 m91 and TSS = 30 <150 mg/L Effluent #2 = BCD, < 30 mg!I- and TSS -=30 rig, 'L
The Department of ( ornmer(T is an equal opportunil~ `er\ icc pro,,ider and employ cr It oo nerd Ll",k ante to trCre.s Scn ices or
need inalcrial in an allcrn;itc flormtd, please contact the (leparimcm at 6)y-366-3151 or I'lY 608-264-8-177.
?❑.J.Fi PI iR
Schmili Snl TrAI!xj, in
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Property Owner rweiler, Blaine Parcel ID # 030-1012-95-000 Page 3 of 4
6 Boring # Boring
Pit Ground surface elev. - 100.90 It. Depth to limiting factor 33 in Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture ! Structure Consistence) Boundary Roots GPDIft'
in. Munsell Qu. Sz. Cont. Color Gr Sz. Sh Eff#1 Effp2
1 0-12 10yr3/2 none I 2mgr mvfr as 2vf 0.6 0.8
2 i 12-21 7.5yr4/6 none sid 2msbk mfr cs lvf 0.4 0.6
3 21-33 7.5yr4/4 none sl lmsbk mfr gw ivf 0.4 0.7
- m2d 7.5yr6/8 T - - - -
4 33-47 -
7 5yr612 5yr4/4 sl Om mft as 0.2 0.6
~ I - - - -
5 47+ 10yr7/8 imestone Residuun NC NC
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 _ GPDfft`
in Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Ef►7t1 'Eff#2
Boring
F-I Boring # pit Ground surface elev ft. Depth to limiting factor in
- ',Soil Application Rate
In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. ry Horizon i Depth Dominant Color Redox Description Texture j Structure Consistence Boundary Roots
GPD/111
'Eff#1 'Effr12
i
i
I
I
Effluent #1 = BOD, - 3C < 220 mg;L and TSS ---30 < 150 mg1L Effluent #2 - BCC< < 30 mg?L and TSS < 30 mg4-
I-he Department ol'Commcrcc i, an equal opponunity ,m ice provider and cmplov ci I1'you nccd l1SFIStdTI X tO acceJ'C•rvice5 or
need material in an alternate format, please contact the department at 608-166-3151 or TIN 608-261-87,77.
;Hr>-x0;11iR 1- nn; ISOM+Soil Testing,Inc.
Page 4 of 4
Conducted by: Conducted For:
Schmitt & Sons Excavating, Inc.. Name: Blaine Dorweiler
Thomas J. Schmitt, CST 227429 Address: 1809 Point Douglas Rd S
586 Valley View Trail City, State. Zip: St. Paul, '19 N 55119
SomersetAl 54025
Phone: 71~-j60-1978 Property Address: 1102 Cty Rd A
signal Lot No.: NA
Dale Legal Description. SW IA SE1l4 S3 T29N R19W
■ Backhoe Pit Township, County: Somerset Township, St. Croix County
A Bench Mark 1 El. 100.00' Top of Steel lot corner pipe NE Lot corner.
A Bench Mark 2 El. 103.68" Top of concrete slab on well Contour Line El. 101.50'
Slope= /p % Contour Line Length 50'
Scale 1"= 40'
All C'
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