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NVIsconsin SOIL EVALUATION REPORT #1425
Department of Commerce in accordance with Comm 85, Wis. Adm. Code Page 1 of 3
Schmitt Soil Testing, Inc.
Division of Safety and Buildings
Attach complete site plan on paper not less than 8% x 11 inches in e. P n must County St. Croix
include, but not limited to: vertical and horizontal referencepo (n~ BM), ion and
percent slope, scale or dimensions, north arrow, and location an7} isWa`o. on t road. Parcel .D.D, ' 4 v(/D
Please print all information. Re wed Dat
Personal information you provide may be used for secondary purposes (Privacy Law, b. 15.04 ( /Z / Q (P
Property Owner KEUMED Pro rty cation
Golden Harvest Capital, LLC Govt Lot S 1/4, NE1/4, S20, T30N, R19W
Property Owner's Mailing Address DEC 13 2006 Lot Block # or SM#
14906 Blakeney Road Pioneer Ridge
City State Zip Clode sf hffl l TMrNT City ❑ Village N Town Nearest Road
Eden Prairie MN 5 7 (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 Glacial till (Santiago-Antigo Flood plain elevation, if applicable na ft.
General comments
and recommendations: Area is suitable for a mound system.System elevation 103.30' based off contour line established at
102.80'. Slope is 120/67-96-commend applying sand to area then plow to lossen.
a Boring # 0 1-/
® Ground surface elev. 103.55 ft. Depth to limiting factor 30 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 'Ef#2
1 0-8 10yr3/3 none sil 2fsbk mfr as 2m,2f .6 .8
2 8-30 10yr4/4 none sil lmsbk/impl ds Cw 2f .4c 6
3 30-40 10yr5/4 fif 10yr6/8 Ifs lcsbk dh 9w if 1.0
10yr6/1
4 40-60 10yr4/6 c1d i0yr6/6 lvfs icsbk mfr gw 4 6
10yr6/2
5 60-73 10yr6/4 none s Osg ml cs .7 1.6
This pit has 112" bands that have high bulk densities that will severly slow vertical flow of water. In ground system would not work here.
F2 ] Boring # ❑ Ground surface elev. 103.55 ft. Depth to limiting factor 40 in.
® Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 "Eff#2
1 0-6 10yr3/3 none sil 2fsbk mfr as 2m,2f .6 .8
2 6-12 10yr5/3 none sit imsbk/impl ds gw 2f .4c 6
3 12140 10yr4/6 none sl 2msbk ds Cs if 6 1.0
4 40-49 7.5yr4/4 cif 10yr6/6 sl 1msbk mfr Cs if .4 .7
10yr6/1
5 49-63 10yr6/4 none s Osg ml Cs .7 1.6
6 63-67 7.5yr4/6 cif 10yyr6/6 sl imsbk mfr cs 4 7
7 67-96 10yr6/4 fIf 1 y 2/8 ft T Osg F ml - .5 1.0
" Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 < 150 mg/L " Effluent #2 = BOD5 S30 mg/L and TSS S30 mg/L
CST Name (Please Print) Signature: CST Number
Thomas J. Schmitt 227429
Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number
1595 72nd Street New Richmond, WI 54017 7/20/2006 715-247-2941
SBD4330 (8.07/00)
Property Owner Golden Harvest Capital, LLC Parcel ID # 4 l Page 2 of 3
a Boring # Ground surface elev. 100.93 ft. Depth to limiting factor 30 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 0-8 10yr3/3 none A 2fsbk mfr as 2m,2f .6 .8
2 8-14 10yr5/3 none sil 2fsbk ds gw 2f .6 .8
3 1430 10yr4/4 none sil 2msbk ds Cs if .6 .8
4 30-36 5yr4/4 c1f 7.5yr6/6 sid 2msbk dsh Cs .4 .6
7.5yr6/1
5 36-52 10yr4/6 110yr6/6 sl 2msbk mfr cs .6 1.0 fff 6 52-69 7.5yr5/4 cif 10yr6/6 sl icsbk mfr Cs .4 .7
10yr6/2
7 69-96 10yr6/4 c2d 10yr6/8 Ivfs icsbk mvfr .4 .6
10yr6/2
4 ] F Boring # ❑ Ground surface elev. 106.78 ft. Depth to limiting factor 35 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 0-8 10yr3/3 none sil 2fsbk mfr as 2m,2f .6 .8
2 8-20 7.5yr4/6 none sl 2msbk ds 9w 2f .6 1.0
3 20-35 10yr5/6 none gris Icsbk ds Cw if .7 1.6
4 35-48 10yr5/6 i0yr6/6 Ifs Icsbk ds gw .5 1.0
5 48-96 10yr6/4 cld 7.5yr6/8 7 5 r6 i Ivfs Icsbk mvfr 4 6
❑ Boring # Ground surface elev. ~~2$ ft. Depth to limiting factor 31 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 0-9 10yr3/3 none sil 2fsbk mfr as 2m,2f .6 .8
2 9-13 10yr4/4 none A 3fsbk ds gw 2f .6 .8
3 13-31 10yr4/6 none sil 3msbk ds Cs if .6 .8
4 31-39 10yr5/3 c2f 10yr6/6 A lmsbk mfr Cs 4c .6
10yr6/2
5 39-56 5yr4/4 m1f 7.5yr5/6 sid 1fsbk mfi Cs .2 .3
7.5 r5/2
6 56-64 10yr5/6 m2d 100/8 Is Icsbk mvfr Cs .7 1.6
10yr6/2
7 6486 10yr5/4 mlf 7.5yr6/6
F s, Om mfi 2 6
7.5yr6/2
" 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 (807/00)
Sdmni<t Sod Testing, Inc.
page 3 Of 3
Conuducted by: Conducted For:
Schmitt Soil Testing Inc_ Name: Golden Harvst Capital, LLC
Thomas J Schmitt, CST 227429 Address: 1440 Arcade St. N
1595 72nd St. City, State, Zip. Sts Paul, MN. 55106
New Richmond, WI. 54017
Phone: 715-247-2941 Subd.Name: Pig Ridge
s Lot No.:
no= _71 1 0(0 Legal Desertion: X1/4 NE 1/4 S20 73ON RI 9W
i Backhoe pit Township, County: St. Joseph, St. Croix
A Bench Mark EL 100.0 Top of 2" pvc pipe
U Ahmate Bench Mark EL f7,59' Top of 2" pvc pipe
Slopes ? Contour Line M ,_/Oz SO' ur Line Length /Q
A, -T4 i5
scale 1" = 40' 0-# w
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4
SAFETY AND BUILDINGS DIVISION
commerce.wi.gov Integrated Services Bureau
13 East Spruce Street
INSPECTION REPORT Chippewa Falls, WI 54729
'scons' n commerce
715) 7 i6-2544
Department of Commerce (715) 726-2544
Date of Inspection: August 16, 2006 Plumber Name and Address: RECEIVED
Project Name: Pioneer Ridge Plat NA
Use: Residential AUG 2 5 20r1`5
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 221429
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 h it was agreed that an above grade system like a mound or at-grade might be the best solution but a
_bel _ _ ade-systemmig.ht_wor_k_fine_zoo_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 Lot 4 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.
+6
L roy G. ansky, astewa r Specialist
Ljansky Comm ce.state i.us E-mail
715/726-2544 Voice 71 26-2549 Fax
cc: (County ❑ Plumber CST ❑ Owner ❑ Other