HomeMy WebLinkAbout030-2153-42-000
NVIsconsin SOIL EVA AT ON REPORT #1434
Department of Commerce in accordan with 85, Wis. Adm. Code Page 1 of 4
Division of Safety and Buildings Schmitt Soil Testing, Inc.
County
Attach complete site plan on paper not less than 8% x 11 inches in size. an m St. Croix
include, but not limited to: vertical and horizontal reference point (BM), di n an parcel I.D.
percent slope, scale or dimensions, north arrow, and location and distance to arest road. 3" 42 - 00b
Please pri Rev' By Date
Personal information you provide may be ;:~rtsnr~bies" t Privacy , s. 15.04 (1) (m)). Zt~ 6
Properly Owner Property Location
Golden Harvest Capital, LLC DEC 13 2006 Govt. Lot SE1/4, NE1/4, S20, T30N, R19W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
14906 Blakeney Road ST. CROIX COUNTY 42 Pioneer Ridge
City State ❑ City ❑ Village X Town Nearest Road
Eden Prairie MN 55347 (612)202-3234 St.Joseph 50Th St.
❑ New Construction Use: ❑ Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD
❑ Replacement ❑ Public or commercial - Describe:
Parent material Clutwash Flood plain elevation, if applicable na ft.
General comments
and recommendations: Area is suitable for a mound system.System elevation isl00.2' based off contour line established at
99.2'. Slope is 12%.
Fil Boring # ❑ Boring
® Pit Ground surface elev. 101.25 ft. Depth to limiting factor 34 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fe
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-7 10yr3/4 none sil 2fsbk mfr as 2m,2f .6 .8
2 7-10 10yr6/3 none sil 2fsbk mfr gw 2f .6 .8
3 10-22 10yr4/4 none Sit 3msbk mfr gw if .6 .8
4 22-34 10yr5/6 none fsl 2msbk mfr gw .4 .8
5 34-53 7.5yr4/6 c2d 10yr016 grsl 2msbk mfr gw .6 1.0
6 53-67 10yr5/6 c2d 1 ~r6/8 grlfs Osg ml cs .5 1.0
7 67-102 10yr6/4 none ft Osg ml - .5 1.0
M Boring # Boring /
® Pit Ground surface elev. 102.67 ft. Depth to limiting factor 31 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-7 10yr3/4 none sl 2fsbk mfr as 2m,2f .6 1.0
2 7-15 7.5yr4/6 none vgrsl 2msbk mfr gw if .6 1.0
3 15-31 7.5yr5/6 none grsl 2msbk mfr cs if .6 1.0
4 31-49 10yr5/6 c1~ 5.5yr6/8 grs OSg ml cs .7 1.6
5 49-54 10yr5/4 c2d 7.5yr6/6 Ifs lcsbk mfr Cs
7.5yr6/1 5 1.0
6 54-100 10yr6/4 c2d 7.5yr6/8 fs OSg ml - .5 1.0
7.5 r6 2
* Effluent #1 = BOD 5> 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: ~~G CST Number
Thomas J. Schmitt 227429
Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number
1595 72nd Street New Richmond, WI 54017 7/27/2006 715-247-2941
SBD-8330 (8.07/00)
Property Owner Golden Harvest Capital, LLC Parcel ID # 42 Page 2 of 4
❑ Boring # El Boring /
Pit Ground surface elev. 99.82 ft. Depth to limiting factor 34 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft'
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-10 10yr4/3 none I 2fsbk mfr as 2m,2f .6 .8
2 10-15 10yr4/6 none sl 2msbk mfr gw if .6 1.0
3 15-34 7.5yr5/6 none grlfs icsbk mvfr gw if .5 1.0
4 34-41 7.5yr4/4 c27 f 5 5yr5/6 sl 2msbk mfr gw .6 1.0
5 41-51 10yr5/6 cif 10yr6/8 Is Osg Ml Cs .7 1.6
10 r6 2
6 51-80 10yr6/4 c2d 7.5yr6/6 Ifs icsbk mvfr cs .5 1.0
7.5yr6/1
7 80-90 5yr4/6 m2d 7.5yr6/6 vfsl lmpl mfr - 2 6
7.5w6/1
❑ Boring # ❑ Boring
® pit Ground surface elev. 94.72 ft. Depth to limiting factor 24 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft'
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 *EfW
1 0-7 10yr3/4 none sl 2fsbk mfr as 2m,2f .6 1.0
2 7-24 10yr4/4 none sl 2fsbk mfr gw if .6 1.0
3 24-31 10yr4/6 c2d 7.5yr6/8 vfrsl imsbk mfr g
w .2 .6
7.5yr6/2
4 31-72 7.5yr5/4 cif 7.5yr6/ fsl Om mfi .2 .5
7.5yr6/2
it
FS] Boring # ❑ Boring
® pit Ground surface elev. 102.33 ft. Depth to limiting factor 30 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *EffQ
1 0-8 10yr3/3 none sil ifsbk mfr as ivf .4c .6
2 8-19 10yr4/4 none sl lfsbk mfr gw ivf .4 .7
3 19-30 10yr5/6 none Ifs icsbk mfr cs .5 1.0
4 30-42 10yr5/6 c2d 7.5yr6/6 Ifs lmsbk mfi cs .5 1.0
7.5yr6/1
5 42-80 5yr4/6 c2d 7 7 fsl imsbk mfi .2 .6
.5 r6 1
* Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 <150 mg/L * Effluent #2 = BOD5 < 30 mg/L and TSS - 30 mg/L
The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or
need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777.
SBD-8330 (R.07/00) sd soN Tesung im.
Property Owner Golden Harvest Capital, LLC Parcel ID # 42 Page 3 of 4
6 Boring # Boring
P it Ground surface env. 94.82 ft. Depth to limiting factor 24 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDlftz
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-8 10yr3/2 none A 2fsbk mfr as 2c,2f .6 .8
2 8-15 10yr4/4 none sid 2fsbk mfr gw 1vf .4 .6
3 15-24 10yr4/4 none sl 2msbk mfr gw .6 1.0
4 24-40 10yr4/6 m2d5.5yr6/6 sl Om mfi gw .2 .6
5 40-64 7.5yr4/6 m25 5yr26/6 sl Om mfi - .2 .6
43" to 92" 2" bands of 7.5yr4/6 Ifs Om reduces rate of horizons.
Fpm Boring # L] Boring
® PH Ground surface elev. 100.52 ft. Depth to limiting factor 43 ' in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eif#1 *Eff#2
1 0-10 10yr3/2 none sil 2fsbk mfr as 2c,2f .6 .8
2 10-15 10yr4/6 none sil 2msbk mfr gw 1Vf .6 .8
3 15-21 10yr4/4 none sd 2msbk mfr gw .4 .6
4 21-43 7.5yr5/4 none sl 2msbk mfr gw .6 1.0
5 3- 2 10yr4/6 none Is icsbk mvfr cs 4 .6
43" to 92" 2" bands of 7.5yr4/6 Ifs Om reduces rate of horizons.
1Q / \
❑ 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 GPD/ft'
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
* Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 <_150 mg/L * Effluent #2 = BODS < 30 mg/L and TSS <30 mg/L
The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or
need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777.
SBD-8330 (R07/00) Sdm$t S00 Testkv, lrx.
Page of
Conducted by: Conducted For.
r
Sclunitt Soil Testing Inc. Name: Golden Harvest Capital, LLC
Thomas J Sc1uo CST 227429 Address: 1444 Arcade St. N
1595 72nd St. City, State, Zip: St. Paul, MN. 55106
New Richmond, WI. 54417
Phone: 715-247-2941 _ Subd.Name: Pioneecr Ridge
Lot No.:
UMM 7 1 .2K p b Legal Description: F 1/4 NE1/4 S20 T3 ON RI 9W
M Bacckhoe pit Township, County: St. Joseph, St. Croix
Aqq Bench Mark U I00.00' Top of r pw pipe
U A inmate Bench Mark El. Ol- Top of 2" PVC pipe p 4/
Slope= Q Contour Lme El. ?0 Contour Line Length CI
Scale 1" = 40` L
/ 171
7~C r
/ 13
`
/6'
(q~
r 0?? 135
ply
P2f
50
271
ThbsIdwdsaa Vw 1QS~azeft PI I ft oray►.otbsi=ioc~e. M ryowsa.
QP
SAFETY AND BUILDINGS DIVISION
commerce.wi.gov Integrated Services Bureau
13 East Spruce Street
~+`+~ns~n INSPECTION REPORT Chippewa Far (71s,5) 754729
www.commerce.wi.gov/sb
g-2544
(715) 726-254a
artment
Dep of Commerce
Date of Inspection: August 16, 2006 Plumber Name and Address: RECEIVED
Project Name: Pioneer Ridge Plat NA
Use: Residential AUG 2 5 20i;` i
Legal Description: E, NE, 20, 30, 19W
Site Number: ST. CROIX COUNTY
Subdivision: Pioneer Ridge (Proposed) Certified Soil Tester Name and Address:
Municipality: Town of St. Joseph Thomas J. Schmitt, CST 22 t429
County: St. Croix 1595 72nd Street
New Richmond, WI 54017
Plan Transaction Number:
Sanitary Permit Number: Owner Name and Address:
Golden Harvest Capital, LLC
Wastewater Flow: 400-600 gpd 14906 Blakely Rd
Persons Present: T. Schmitt, P. Quinn Eden Prairie, MN 55347
This onsite investigation was requested by the certified soil tester (CST) and county inspector to better understand
and interpret possible soil limitations to practical and successful onsite wastewater treatment and dispersal. Four
soil pits were reviewed on lots where questionable Sol conditions were observed.
All of the soil pits reviewed are likely classified as well-drained by the detailed soil survey. However, the subsoil
conditions present leave much to be desired for long term, successful wastewater dispersal. Dense sandy material
and generally sandy material with dense loamy sand and sandy loam bands are restrictive to downward water
movement and can lead to hydraulic failure of below grade dispersal cells. Sometimes a conservative design with
soil limitations in mind can overcome soil dispersal problems, but it is often best to use an above grade system that
is well above limitations.
O Lot A~ it was agreed that an above grade system like a mound or at-grade might be the best solution but a
- --bel _ .ade system -mig.htwork--fine-too-if the soil application-rate used _was-less _than. _or..equal _to_0.4_gpd/ft2 with
cells placed 6-10 feet apart. Sidewall absorption may be important in a below grade design so one
recommendation beside a low soil application rate would be to use 12-18 inches of sidewall height above the cell
inlet elevation.
It was agreed that on 0.ot4 at a mound or at-grade system would operate best because fine textured solum and
very dense substratu
Conditions o Lot 34 re unique because of iron staining along old root channels. This feature many be the result
of reduced iron upper horizons coming in contact with well aerated sand soil along a preferential flow path
(root channel). The well aerated condition allowed the iron in solution to become oxidized into a stable feature in
the flow path.
In general, it is my opinion that the certified soil tester's concerns regarding the use of subsurface systems on these
lots are well justified. In most cases, an above grade system should be used to ensure long term proper operation
of dispersal areas. If there are any questions regarding this report, please contact me.
4
L roy G. ansky, astewa r Specialist
Ljansky@commerce.st:ate#i.us E-mail
715/726-2544 Voice 715K26-2549 Fax
cc: County ❑ Plumber ® CST ❑ Owner ❑ Other
Detailed Soil Survey Map of E, NE, 30, 30,19W in the Town of St. Joseph, ST. Croix County
~ t l ii llr.~
Wisconsin
= Appx. pit location
VTT-
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1
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St. Croix County, Wisconsin Y
Map Unit Map Unit Name Acres in Percent of
Symbol AOI AOI
AmC2 Amery loam, 6 to 12 percent slopes, eroded 18.1 16.6
AmE2 Amery loam, 20 to 30 percent slopes, eroded 7.3 6.7
AoB Antigo silt loam, 2 to 6 percent slopes 0.0 0.0
CoC2 Chetek-Onamia complex, 6 to 12 percent slopes, 15.2 13.9
eroded
CoD2 Chetek-Onamia complex, 12 to 20 percent slopes, 6.4 5.9
eroded
EmE Emmert loamy sand, 12 to 35 percent slopes 0.8 0.7
HuA Huntsville silt loam, 0 to 3 percent slopes 0.2 0.2
JeC2 Jewett silt loam, 6 to 12 percent slopes, eroded 1.6 1.5
OnC2 Onamia-Antigo complex, 6 to 12 percent slopes, 3.5 3.2
eroded
OnD2 Onamia-Antigo complex, 12 to 25 percent slopes, 11.7 10.7
eroded
PoB Port Byron silt loam, 2 to 6 percent slopes 1.5 1.4
SaB Santiago silt loam, 2 to 6 percent slopes 6.5 6.0
ScC2 Santiago-Antigo complex, 6 to 12 percent slopes, 18.3 16.8
eroded
ScD2 Santiago-Antigo complex, 12 to 25 percent slopes, 11.1 10.2
eroded
Se Saprists and aquents 4.3 4.0
ShB Sattre loam, 2 to 6 percent slopes 1.7 1.6
W Water 0.8 0.7