HomeMy WebLinkAbout020-1479-25-000 (2)
#2011
~Visconsln SOIL EVALUATION REPORT
Department of Commerce in accordance with Comm 85, Wis. Adm. Code Page 1 of 3
Division of Safety and Buildings Steel's Soil Service
Attach complete site plan on paper not less than 8'/2 x 11 inches in size. Plan must Coun St. Croix
include, but not limited to: vertical and horizontal reference poi M), direction and
percent slope, scale or dimensions, north arrow, and locati and ~ tance to nearest road. Parcel I.D.
Please print all inform erpose, Revi ed By Dat
Personal information you provide may be used for i(Priva\CYL , s. 15.04 (1) (m)). z $ 0
Irl, Property Owner VV 6 L Pr erty Location
Bast, Kernon Go Lot na SW1/4, SE1/4, S36, T29N, R19W
Property Owner's Mailing Address of # Block # Subd. Name or CSM#
948 Labarge Rd. ~10\* 25 na Cottonwood Ridge South
City State Zip C e V one ber ❑ City ❑ Village ❑ Town Nearest Road
Hudson WI 5401 5-386-7775 Hudson Cty Rd N
❑ New Construction Use: ❑ Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
❑ Replacement ❑ Public or commercial - Describe: na
Parent material Silty sediment over Fractured limestone. Flood plain elevation, if applicable na ft.
General comments Mound deign, sytstem elevation 101.08ft based on contour line elevation 100.00ft Minimuum 13 inches
and recommendations: ASTM 33 Mound sand.
f a ~C 0
F 1-1 Boring # ❑ Boring
❑ Pit Ground surface elev. 100.00 ft. Depth to limiting factor 23 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistenc Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-10 10yr3/2 none sil 2msbk mfr cs if .6 .8
2 10-23 7.5yr4/4 none scl 2msbk mfr cs na .4 .6
3 23-42 2.5y5/8 c2d 7.5yr5/6 sl/Is om na cs na .0 .0
4 42- 10yr6/8 none Fractured limestone na na na .0 .0
❑ Boring # ❑ Boring
❑ Pit Ground surface elev. 100.00 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 0-18 10yr3/2 none sil 2msbk mfr cs if .6 .8
2 18-31 7.5yr4/4 none scl 2msbk mfr cs na .4 .6
3 31-42 2.5y5/8 c2d 7.5yr5/6 sl/Is om na cs na .0 .0
4 42- 10yr6/8 none Fractured limestone na na na .0 .0
* Effluent #1 = BOD? 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 s30 mg/L and TSS < 30 mg/L
CST Name (Please Print) Sig r CST Number
David J. Steel 248956
Address Steel's Soil Service Date Evaluation Conducted Telephone Number
994 200th St. Baldwin, WI 54002 10/12/2006 715-760-0347
SBD-8330 (R.07/00)
Prowerty Owner Bast, Kennon Parcel ID # Pending Page 2 of 3
F Boring # ❑ Boring
❑ Pit Ground surface elev. 98.6 ft. Depth to limiting factor 32 " 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 0-12 10yr3/1 none sil 2msbk mfr cs 1vf .6 .8
2 12-20 10yr5/4 none sil 2msbk mfr gw na .6 .8
3 20-32 10yr4/4 none Sid 2msbk mfr gw na .4 .6
4 32- 5yr4/4 c1d 7.5yr5/6 scl/cl om na na na .0 .0
❑ 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/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
❑ 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/ft2
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 = 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-5330 (R.07/00) Steel's Soil Service
I
STEEL'S SOIL SERVICE 3 of 3
David J. Steel Kemon Bast 994 200t" St.
CST-POWTSM SW1/4,SE1/4,S36,T29N,R19W Baldwin, WI 54002
Lic. #248956 Town of Hudson, St Croix Co. Direct 715-760-0347
Cottonwood Ridge South, Lot 25 Fax 715-684-3449
This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use.
The location of this test may or may not be as shown, as permanent lot lines were not established at the
time the soil test was conducted.
Legend N
1"=40'
= Benchmark Ele. 100.00 ft
5 'f Nei Top of 3/4" pvc pipe
Ih
( l~ C' Alt Benchmark Ele. 100.00 ft
f
Top of 3/4"pvc pipe
❑ = Borings
Boring Elevations
BI = 100.00 ft
B3 = 98.60 ft
4 = 0.00 ft
C o1lfo,t 14"
17
~5 <`l
b
~er
J \
+ X
1039.1 1040.8
X
.-X
~
x X
1053.9
X
X
" 1040.6
- -
1 I
I
.k X ~ OI
_ 1049.0
x I
I
I
i
X
r o.sr, 1050.6
1060.7 d04 • Q'"' -
c~o~oo_o~ i ~ti s --1
a_ 4 ~9 pC~o~ ~ a ~ i -
,
1061.4 ' 25 %
95556 sq. ft
C.B.A. = 2.1 AC.
LBO=1051.50 . ,
41 X
2.79 AC 1063.8
1 7
C.B.A. 27 AC. C 88
1060.8 i ,
a9.i
23
.20 Aare
\ s sq. ft
C.B.A. 2.2 AC. o ; - -
'
NViSCOnSin SOIL EVALUATION REPORT #2011
Department of Commerce in accordance with Comm 85, Wis. Adm. Code Page 1 of 3
Division of Safety and Buildings Steel's Soil Service
Attach complete site plan on paper not less than 8'% x 11 inches in size. Plan County St. Croix
include, but not limited to: vertical and horizontal reference point (BM), ion and
percent slope, scale or dimensions, north arrow, and location and distance to st road. I I.D. wP~IG - ~f
Please print all iqfGFm lion CC ewed I /Date J
Personal information you provide may be used for econdamlfos~Sw, s. t. 04 (1) (m)). ~~:d Q 7
Property Owner Prope y Location
Bast, Kernon JUL 3 0 200/ Govt. of na SW1/4, SE1/4, S36, T29N, R19W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
400 S. Second St. ST. CROIX COUNT 2 na Cottonwood Ridge South
City State Zip C hone Number City Village j Town Nearest Road
Hudson WI 54016 715-386-0217 Hudson Cty Rd N
L,! New Construction Use: I J Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
Replacement [ Public or commercial - Describe: na
Parent material Silty sediment over Fractured limestone. Flood plain elevation, if applicable na ft.
General comments Mound design, sytstem elevation 102.33ft based on contour line elevation 101.00ft Minimuum 16 inches
and recommendations: ASTM 33 Mound sand.
F 1-1 Boring # FI Ground surface elev. 101 ft. Depth to limiting factor 24 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistenc Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-12 10yr3/2 none sil 2msbk dfr cs if .6 .8
2 12-24 7.5yr4/4 none sl om na cs na .2 .6
3 24-38 2.5y5/8 c2d 7.5yr5/6 sicl om na cs na .0 .0
4 38- 10yr6/8 none fractured limestone na na na .0 .0
Fil Boring # F-d Ground surface elev. 101 ft. Depth to limiting factor 19 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistenc Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-8 10yr3/2 none sil 2msbk dfr cs na .6 .8
2 8-19 10yr4/4 none sicl 2msbk mfr cs na .4 .6
19-42 7.5yr4/6 c2d 7.5yr5/6 sl/Is om na cs na .0 .0
4 42- 10yr6/8 none fractured limestone na na na .0 .0
" 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) Signat CST Number
David J. Steel 248956
Address Steel's Soil Service Date Evaluation Conducted Telephone Number
1699 150th St New Richmond, WI 54017 7/24/2007 715-760-0347
SBD-8330 (R.07/00)
Property Owner Bast, Kernon Parcel ID # Pending Page 2 of 3
T Boring #
Ground surface elev. 100.00 ft. Depth to limiting factor 20 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 10yr3/1 none sil 2msbk dfr cs 1Vf .6 .8
2 9-14 10yr4/4 none Sid 2msbk mfr gw na .4 .6
3 14-20 7.5yr4/4 none sl om mfr gw na .2 .6
4 20-33 10yr5/8 c2d 7.5yr5/6 sl/scl om na na na .0 .0
5 33- 10yr6/8 none -actuere limestone na na na .0 .0
❑ Boring # Ll Ground surface elev. ft. Depth to limiting factor 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
❑ Boring # Ground surface elev. ft. Depth to limiting factor 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
* 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 (R.07/00) Steel's Soil Service
STEEL'S SOIL SERVICE 3 of 3
David J. Steel Kernon Bast 1699 150th St
CST-POWTSM SWl/4SE1/4,S36,T29N,R19W New Richmond. WI 54017
Lic. #248956 Town of Hudson, St. Croix Co. Direct 715- 760-0347
Cottonwood Ridge South Fax 715-246-0318
Lot, 25
This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use.
Legend N
1"=40'
♦ = Benchmark Ele. 100.00 ft
Top of 3/4" pvc pipe
• =Alt Benchmark Eli 100.10 ft
Top of 3/4" pvc pipe
=Borings
~tJa Boring Elevations
B1 = 101.00 ft
B2 = 101.00 ft
B3 = 100.00 ft
B4 = 0.00 ft
~v
`7-z(4-07
c
3
~r
x
1040.8
1039.1
x
X X 1
X x
1053.9
o Cpl
4~ O Q V,
X
x
x 1040.6
I
1 I I
I I I
nn
I
_k x I ~I I
1049.0 1
1
x ~
I
1
I
x
1050.6
x I -
1060.7
d0`t~ fl gy , -
GD~CD9 Q a I _
1061.4 I
25
95555 sq. ft
C.B.A. = 2.1 AC.
LBO=1051.50
_24 I r, x ;
2.79 ACr 1063.8
/ 7 88
C B.A. 2 7 AC. C. E
104.8 23
89.1
20 Ac
s sq. ft
ST9 ZONING CROIX COUNTY
PLANNING & November 19, 2009
Kernon Bast
c/o Edina Realty, Inc.
400 South 2"d Street
Hudson, WI 54016
Code Administration RE: Compliance deposit refunds for Cottonwood South '07 lots
715-386-4680 Section 36, Town of Hudson
Land Information 6 Dear Mr. Bast:
Planning
715-386-4674
I recently reviewed the Board of Adjustment Decision for the above subdivision while
Real Propel} processing a sanitary permit application and noted that you have compliance deposits that
73-386-4677 may be eligible for refund. According to Condition #5:
Recycling "The plan shall be accompanied by a $100 nonrefundable staff review fee and a cash
715-386-4675 compliance deposit for the lot. The compliance deposit for the six lots under construction
shall be $1,100 each, and the compliance deposit for the remaining lots in the subdivision
shall be $300 each. The cash compliance deposit will be held by the Zoning Administrator
until construction is complete, permanent vegetation has been established, and the project
is found to be in compliance with the conditions of this approval, at which time the deposit
will be refunded in full. Upon completing construction on each lot, the applicant shall submit
to the Zoning Administrator photos of the completed construction and certification from the
project engineer that the construction has been completed as approved to serve as proof of
compliance."
Our sanitary database records show eight (8) permits were issued whose POWTS have
been installed and inspected. However, there are some non-compliance issues that must
be resolved before lots 2 and lot 24 will be considered "complete". We need to obtain
elevations and documentation of the building sewer and tanks that were installed on lot 24
without county inspector and the mound on lot 2 does not meet the required setback from
the north lot line. L "44_J t,,.' 20I & .
When we have received photos that document completion of construction on each lot, your
deposit refunds will be processed.
S' ely,
Pam-Quinn4
Zoning Specialist
Cc: Brian & Molly Hayes, lot 24 property owners
Andre Buechner, lot 2 property owner
ST. CRo1X COUNTY GOVERNMENT CENTER
1 101 CARMICHAEL ROAD, HUDSON, W1 54016 715386-4686 FAx
PZ9C0.SA/NT-CRO/X. W1. US WWW.CO.SAINT-CROIX WI S