HomeMy WebLinkAbout030-2153-34-000 (3)
SOIL EVALUATION REPORT #1451
~~sCOnsin
Department of Commerce in accordan with Comm 85, Wis. Adm. Code Page 1 of 3
Division of Safety and Buildings Schmitt Soil Testing, Inc.
County Attach complete site plan on paper not less than 8'/ x 11 in es in Pla must St. Croix
include, but not limited to: vertical and horizontal reference poi BM), and
percent slope, scale or dimensions, north arrow, and location an ' tan n t road. Parcel I.D. O bI~ 4 34
Please print all information. Revij~d By Date
Personal information you provide ma be useftEMVLgpffs (Pri cy Law, s. .04 (1) (m)).
Property Owner Property Location
Golden Harvest Capital, LLC Govt. Lot NE1/, NE1/4, S20, T30N, R19W )nnc DEC 13 LVUU ---I-
Property Owner's Mailing Address Lot # Block # Subd. Na a or CSM#
14906 Blakeney Road 34 Pioneer Ridge
City Je Zip C e one Number ❑ City ❑ Village ❑ Town Nearest Road
Eden Prairie - St.Joseph 150Th Ave.
❑ New Construction Use: M Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD
❑ Replacement ❑ Public or commercial - Describe:
Parent material Outwash Flood plain elevation, if applicable na ft.
General comments
and recommendations: Area is suitable for a mound system. System elevation is 104.81' based off contour line established at
103.81'. Slope is 12%. Contour line deflects3' from straight in 80'.
Boring # ❑ Boring
® Pit Ground surface elev. 104.21 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. 'Eff#1 'Eff#2
1 0-9 10yr3/2 none I 2fsbk mvfr as 2f,2vf .6 .8
2 9-22 7.5yr4/4 none Sid ' 2msbk mfr cs 2vf .4 .6
3 22-43 10yr4/6 none Ifs icsbk mvfr cs .5 1.0
4 43-74 10yr5/6 m2d 10yr6/8 10yr6/2 s Osg ml a .4 .6
5 74-100 10yr6/4 none s Osg ml .7 1.6
43"-74" has bands of 7.5yr4/4 Ivfs lmsbk, reduces rate
Boring # ❑ Boring
❑ Pit Ground surface elev. 104.21 ft. Depth to limiting factor 42 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 •Eff#2
1 0-10 10yr4/3 none sil 2fsbk mfr as 2vf .6 .8
2 10-34 10yr4/6 none fs1 2fsbk mfr gw 1vf .4 .6
3 34-42 10yr6/4 none Ifs lcsbk mvfr a lvf .5 1.0
4 42-44 7.5yr5/4 c2d 7.5yr6/6 siI 2fsbk mfr Cs 6 8
7.5yr8/2
5 44-58 10yr5/6 c2d 10yr6/8 Ifs icsbk mfr cs 5 1.0
10yr6/2
6 58-100 10yr6/4 m2d 10yr6/8 fs Osg ml 5 1.0
10 r6 2
Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BODS <_30 mg/L and TSS <_30 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 8/6/2006 715-247-2941
SBD-6330 (R07/00)
Property Owner Golden Harvest Capital, LLC Parcel ID # 34 Page 2 of 3
3~ F Boring # Boring J
® PH Ground surface elev. 102.51 ft. Depth to limiting factor 27 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 0-8 10yr3/2 none I 2fsbk mfr as 2f,2vf .6 .8
2 8-21 7.5yr4/6 none Ifs lcsbk mfr cw 1Vf .5 1.0
3 21-27 10yr5/6 none s Osg ml a 1Vf .7 1.6
4 27-60 10yr6/6 m2d 7.5yr6/8 Ifs imsbk mfr CS
7.5yr6/2 5 1.0
5 60-98 10yr6/4 m2d 7.5yr6/6 s Osg ml , ,
7.5 r6 2
60-98 has 1 1/2" bands of Ifs imsbk mfr, reduces rate.
T-T
F 4] Boring # ❑ Boring 1
N Pit Ground surface elev. 101.91 ft. Depth to limiting factor 24 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD1ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *EfW
1 0-11 10yr3/2 none A 2fsbk mfr as 2f,lvf .6 .8
2 11-16 7.5yr4/6 none sid 2fsbk mfr gw 1Vf .4 .6
3 16-24 5yr4/4 none sid 3fsbk mfr gw 1Vf .4 .6
4 24-35 7.5yr4/6 f1f 10yr6/6 Is lcsbk mfr gw .7 1.6
5 35-47 10yr5/6 c1d 7.5yr6/8 Ifs lcsbk mfr Cs 5 1.0
7.5 r6 2
6 47-56 7.5yr5/4 c2d 7.5yr6/8 vfsl imsbk mfr Cs 2 6
7.5yr6/2
7 56-67 10yr6/4 none s Osg ml .7 1.6
1-51 Boring # Boring ,
® Pit Ground surface elev. 100.11 ft. Depth to limiting factor 26 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 *EfW
1 0-11 10yr3/4 none sil 2fsbk mvfr as 2f,2vf .6 .8
2 11-26 7.5yr4/6 none sid 2msbk mfr gw 1Vf .4 .6
3 26-40 10yr5/4 c2d 10yr6/8 isl 2msbk mfr gw 1Vf .4 .8
4 40-51 10yr5/6 c2d 10yr6/6 fsl icsbk mfr cs .2 .6
10yr6/3
5 51-59 10yr6/4 c2d 10yyr62/6 Ifs imsbk mfr Cs .5 1.0
6 59-66 10yr6/4 m2d 10yr6/8 s Osg Ml Cs
10yr6/2 7 6
7 66-84 10yr5/6 c2d 10yr6/8 Ifs imsbk mvfr .5 1.0
10yr6/2
* 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) Sdhmlt Sol Te MM Inr-
Page -3 - of 3
> Gored by: Conducted For:
Scb,mitt Soil Testing Inc. Name: Golden Harvest Capital, LLC
Thomas J Schmitt, CST 227429 Address: 1440 Arcade St N
1595 72nd St City, State, Zip: St Paul, MN. 55106
New Richmond, WI. 54017
Phone: 715-247-2941 Subd.Name: Pioneer Ridge
s Lot No.: -3 q
DM _i P6 Legal Description: # 114 NEIM S20 T30N R19W
Baddioe pit Township, County: St Joseph, St. Cmnc
A Bench Mark EL 1 WW Top of 2" pvc pipe
Akanate Bench Marie EL Top of 2" pvc
Slope= /.2 Contour Line EL-/o3.6f Contour Line Length $d
Scale I" = 40'
441 U7' S' za' i3 gr
All'
sew s ~ ~
OK f
C ~
I
t
{
31
r Spa, t 8U'
ndssoi a~a ~il~}~iedO.,~sa~pl~edbi~. a~e.k itms~►a.~ry~ocea:a ioalia.~ei~~o~r.~
4
•
SAFETY AND BUILDINGS DIVISION
commerce.wi.gov Integrated Services Bureau
13 East Spruce Street
INSPECTION REPORT Chippewa Falls, W1..54729
SGC~ n S' n www.commerce.wi.gov/sb
lt~ (715)726-2544
Department of Commerce
Date of Inspection: August 16, 2006 Plumber Name and Address: RECEIVED
Project Name: Pioneer Ridge Plat NA
Use: Residential AUG 2 5 20`
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 f429
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 A4 it was agreed that an above grade system like a mound or at-grade might be the best solution but a
-bel _ ode-system might work _fine-too.if_the soil.ap-plication 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 substratum
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.
L roy G. ansky, astewa r Specialist
Ljansky comm ce.state Ws E-mail
715/726-2544 Voice 71 26-2549 Fax
cc: (County ❑ Plumber ® CST ❑ Owner ❑ Other
y r
Detailed Soil Survey Map of E, NE, 30, 30,19W in the Town of St. Joseph, ST. Croix County
s~ x , it ica
M
y IW gin.
St. olx
`v.
s'
Wisconsin
Appx. pit location
111 I " II ~ {II ,1 k
1
1 y
L~
e
i
S K'
I`e f ~VI p« I V,I
I I f i
~3~'sn ~ 1. 4.ski
St. Croix County, Wisconsin
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