HomeMy WebLinkAbout040-1233-50-000 r Wisconsin Department of Commerce SOIL IIATION REPORT Page of�
Division of Safety and Buildings
in accordan <epoint mm 85, Code
County C
Attach complete site plan on paper not less than 8 1/2 es size.PI
include,but not limited to:vertical and horizontal refer ( y�+rection parcel I.D.
percent slope,scale or dimensions,north arrow,and I d distancQto neare> q 07b— ���Please print all informy°Po� F&� Re ' ed b Date
Personal information you provide maybe used for secondary s.141)(m)). U
Property Owner °cj �yperty Lo ion
Govt.Lo /� 1/4.�Zt/2 S T aa N R �E(or W
Prope Owner's Mailing Address N V# I Block# Subd. Name or CSM#
i
cis / �/° ✓!ti v; �' � ! Q 142 r'
–12 City State LoCcide Phone Number ❑City [I Village o Nearest Road °
i Zo�
Construction Use: esidential/Number of bedrooms Code derived design flow rate GPD
❑Replacement ❑ Public or commercial-Describe:
Parent materiali��/ Flood Plain elevation if applicable /1/,/ g.
General comments /
and recommendations:
J] MA Ong# ❑ Boring
Pit Ground surface elev Z- ft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 -Eff#2
Of
® Boring# ❑ Boring
✓�
ssit Ground surface ele . ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDN
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2
jij
lov
Effluent#1 =BOD >30:5 220 mg/-and TSS>30<150 Effluent#2=BOD <30 mg/-and TSS<30 mg/L mg&40
CST Name(Please Print) Si re CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Address D to Evaluation Conducted Telephone Number
1008 192nd Ave, New Richmond, WI 54017 7.-0/4/ 715-246-4516
r
Property Owner_ Parcel ID# Page of
0 Boring# Boring �/ ,/S
Ground surface elev. /t/ ft. Depth to limiting factor in• mil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. `Eff#1 I 'Eff#2
❑ Boring# ❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor )n• Soil lication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2
aBoring
Boring# Ground surface elev. ft. Depth to limiting factor in.
❑ Pit Soil lication Rate
Horizon Depth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPD/ff
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. `Eff#1 -Eff#2
Effluent#1 =BOD.>30 5 220 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(8.6/00)
I
• Soil Test Plot Plan
Project Name Jason Bast Shau .
Address 655 Hillary Farm Rd.
Hudson Wi 54016 C?J 4 #226900
Lot 25 Subdivision Country Wood Date 10/12/04
NE 1/4 S W 1/4S 3 T 28 N/R19 W Township Troy
❑ Boring Q Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Top of wood post
System Elevation *HRPSame as Benchmark
Alternate Benchmark Top of Wood Post @ 100.1' Scale is 1" = 40'
125' Property Line unless otherwise
noted
212' Property
Line Ni
AL 130'
20, 253' Property Line
Slope
`ten VC
i
40' 45'
B-1 B-2
ltl>�.
B.M.
15'
I
Trillium
Lane
---------------------------------/03/2094 04:19 7157491719
hOR71- ,.ANA SURVEYING PAGE 02
5 r ° I
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Wisconsin Department of Industry, SOIL AND SITE EVALUATION REPORT Page 1 of 3
Labor and+?uman Relations
i7ivision of Safety&Buildings in accord with ILHR 83.05,WIS. Adm. e
' Aa]� COUNTY
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. PI ude, ��� St. Croix
not limited to vertical and horizontal reference point(BM),direction and%o scale PMCEL I.D.#
dimensioned,north arrow,and location and distance to nearest road. ,�t r -1233-50
APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATIQN_'`� q(Q �j M E D E a
PROPERTY OWNER: "PROP OCAT-N
Richard Stout GOVT.LOT _T
�AR,./4 any W, 3 T 28 N,Rlg R(or)W
PROPERTY OWNERS MAILING ADDRESS !EE OT# zww, ''S118D�' OR CSM#
1353 Awatukee Trl. 5 na Co y Wood
CITY,STATE ZIP CODE PHONE NUMBER I `LAC�E,�` NEAREST ROAD
n W . 54016 t5) 549-6731 ro f Tower Rd.
[� New Construction Use [x] Residential/Number of bedrooms 4 [ ] Addition to existing building
j ] Replacement [ ] Public or commercial describe
Code derived daily flow 600 gpd Recommended design loading rate •7 bed,gpd/ft2 •8 trench,gpd/ft2
Absorption area required 858 bed,ft2 750 trench,ft2 Maximum design loading rate .7 bed,gpd/ft2 .8 trench,gpd/ft2
Recommended infiltration surface elevation(s) 101.50 ft (as referred to site plan benchmark)
Additional design/site considerations alt. are trenches @ 101.21-100.71-99.30,
Parent material pitted outwash Flood plain elevation,if applicable na ft
S=Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE I AT-GRADE SYSTEM IN FILL HOLDING TANK
U=Unsuitable fors stem ®S ❑U NI S ❑U ®S El ®S ❑U ®S ❑U EIS ®U
SOIL DESCRIPTION REPORT
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft
in. Munsell Qu.Sz.Cont.Color Gr. Sz. Sh. Bed Tre&
1
1 0-11 10 r3 3 none mfr 2f .5 .6
2 11-22 10yr4/4 none sil 2msbk mfr gw if .5 .6
Ground 3 22-36 10 r5 4 none sil lcsbk mfr if .4 .5
elev.
104.7 ft. 4 36-84 7.5 r4 6 none cos os mvfr na na
Depth to
Jr
limiting �p a
factor 01 0"
+84"
Remarks:
Boring #
1 0-11 10 r3/3 none 1 2msbk mfr gw 2f .5 .6
2 2 11-42 10 r4 4 none sil 2msbk mfr gw if .5 .6
3 42=84 7.5yr4/6 none Cos Ztgg rt['I. 9w ' na .7 .8
Ground
elev.
105.5 ft.
Depth to
limiting
factor
+841,
Remarks:
CST Name:--Please Print Gary L. Steel Phone: 715-246-6200
Address: 1554 200th. Me- New Richmond.WI 54017
Signature: Date: 10-2-96 CST Number: m02298
PROPERTY OWNER Richard Stout SOIL DESCRIPTION REPORT Page 2 of
PARCEL I.D.# 040-1233-50
s
Depth Dominant Color Mottles Structure GPD/ft
Boring# Horizon Texture Gr. Sz. Sh. Consistence Bot�rdary Roots Bed Trench
in. Munsell Qu S z.Cont.Color t
3 1 0-12 1 r2 2
..._...... 2 12-43 10yr5/4 none sil icsbk mfr gw if .2 .3
Ground 3 43-82 7.5yr4/6 none cos 0scr mvfr na na .7 .8
elev.
105.1 ft.
Depth to
limiting
factor
+82"
Remarks:
Boring#
1 0-11 10 r3/3 none 1 2msbk mfr clw 2f .5 .6
2 11-28 10 r5 4 none sil lcsbk mfr c1w if .2 i .3
Ground 3 28-78 7.5 r4 4 none cos 0SQ ml crw na .7 .8
elev. 4 78-88 7.5 r4 3 none sl 2m r mvfr na na .5 .6
105.1 ft.
Depth to
limiting
factor
+88"
Remarks:
Boring#
1 0-10 10 r3/3 none 1 2msbk mfr 2f .5 .6
5 ? 2 110-26 10yr4/3 none sl 2mgr mvfr gw if .5 .6
3 26-80 7.5yr4/4 none cos osg mi na na .7 ' .8
Ground
elev.
ft.
Depth to -
limiting
factor
+80"
Remarks:
Boring#
1 10-16 10 r2 2 none 1 lcsbk mfr if .2 ': .3
U 2 16-22 10 r5/4 none sil lcsbk mfr gw if .2 .3
Ground
3 122-80 7.5 r4 6 none cos os ml na na .7 .8
elev.
102.3ft.
Depth to
limiting
factor
+8011
Remarks:
SBD-8330(8.05/92)
Y
t
Y STEEL'S SOIL SERVICE
Gary L. Steel Richard Stout 1554 200th Ave.
CSTM2298 NE 4SWa S3-T29N-R19W New Richmond, WI 54017
MPRSW 3254 town of Troy (715) 246-6200
lot #25-Country Wood
N
1"=40'
BM.= top of cement base of elec. transformer C el. 100'
�q0
6A, s
t
Gary L. Steel
10-2-96
Wisconsin Department of Industry, SOIL AND SITE EVALUATION REPORT — Page 1 of 3
*wI r axt
� ,Human Relations 10 g —
D%isjpn oteafety&Buildings in accord with ILHR 83.05,Wis. Adm. Code 9
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include,but
not limited to vertical and horizontal reference point(BM),direction and%of slope,scale or CEL L .
dimensioned, north arrow,and location and distance to nearest road.
APPLICANT INFORMATION–PLEASE PRINT ALL INFORMATION VIE Y
ST CP40X y
PROPERTY OWNER: PROPERTY LOCATION ZOtWNGOPFIOE ti
Richard Stout GOVT.LOT NE 1/4 SW 4,S 0,-_ 28 (or
PROPERTY OWNERS MAILING ADDRESS /� 0 # BLOCK# SUBD.NAME � #1
1353 Awatukee Trl. �`� na Conn : �d.
CITY,STATE ZIP CODE PHONE NUMBER CITY ❑VILLAGE OWN NEAREST ROAD
Hudson, Wi. 54016 (715) 549-6731 Troy Tower Rd.
(X New Construction Use [ j Residential!Number of bedrooms 3 [ J Addition to existing building
j ] Replacement [ J Public or commercial describe
Code derived daily flow 450 gpd Recommended design loading rate =7 bed,gpd/ft2 =8 trench,gpd/ft2
Absorption area required 6-41 bed,ft2 M trench,ft2 Maximum design loading rate .7 bed,gpd/ft2 =8 trench,gpd/ft2
Recommended infiltration surface elevation(s) 111.9 ft (as referred to site plan benchmark)
Additional design/site considerations na
Parent material stream terrace Flood plain elevation,if applicable na ft
S=Suitable for system CONVENTIONAL I MOUND IN•GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK
U=Unsuitable fors stem ®S C1 ®S El U E]S ❑U 17 S O U ❑S CCU [Is
[ U
SOIL DESCRIPTION REPORT
Boring # Horizon
Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots I GPD/ft
in. Munsell Qu.Sz.Cont.Color Gr. Sz. Sh. Bed ITrerxfl
'...1....„ 1 0-10 10 r3/3 none 1 2msbk mfr gw 2f .5 .6
2 10-25 10yr4/4 none sicl 2msbk mfr gw if .4 .5
Ground 3 125-36 7.5yr4/4 none sl 2mgr mvfr_ gw if .5 .6
elev.
115.4 ft. 4 36-84 7.5yr4/6 none s osg mvfr na na .7 .8
Depth to
limiting
factor
+84"
Remarks:
Boring #
1 0-11 10 r3 3 none 1 2msbk mfr gw 2f .5' .6
.2...,`K
:>: 2 11-22 10yr4/4 none sicl 2msbk mfr gw if .4:: .5
Ground 3 22-34 7.5yr4/4 none sl r2mgr mfr gw if .5 .6
115 . 4 34-82 7.5yr4/6 none s osg mvfr gw na .7: .8
Depth to
limiting
factor
+82"
Remarks:
CST Name:—Please Print Gary Steel Phone:
rY . 715-246-6200
Address: 1554 200th Ave. , New Richmond, Wi. 54017
10-24-95 cstM02298
Signature: Date: CST Number:
PROPERTY OWNER. Richard Stout SOIL DESCRIPTION REPORT Page 2 of 3
PARCEL I;Q.� �" >pendkig
)Depth Dominant Color Mottles Structure GPD/ft
Boring° Hor on ';�� Mansell Ou.Sz.Cont.Color (Texture Gr. Sz. Sh. Consistence Boundary I Roots Bed iTrench
0-1 lQyr /3 none 1 2msbk mfr gw 2f .5 .6
2 15-31 10 r•4/4 none sicl 2msbk mfr gw if .41 .5
Ground, 3" 31'3 7.5yr4/6 none sl 2m r mvfr gw na .51 .6
114.9t. 4 . 38-88 7.5yr4/6 none cos osg ml na na
Depth to
limiting
factor
+88"
Remarks:
Boring#
MtiM::::::.>.4 1 0-10 10 r4/2 none 1 2msbk mfr gw 2f .5 .6
4'`' 2 10-16 10yr4/4 none sil lfsbk mfr gw if .2' .3
3 16-25 7.5yr4/4 none sl I 2mgr mfr gw na .5:: .6
around
elev. 4 25-68 7.5yr4/6 none s osq mvfr 9w na .7' .8
113.4ft.
5 68-80 7.5yr4/4 none sl 2fgr mfr na na .5 .6
Depth to
limiting
factor
+80"
Remarks:
Boring#
1 0-7 10yr3/3 none 1 2msbk mfr gw 2f .5 .6
5 2 7-22 7.5yr4/4 none sicl lfsbk mfr gw if .2' .3
3 22-82 7.5yr4/6 none cos osg ml na na .7 .8
Ground
Aev.
114,0 ft.
Depth to
limiting
fa4r2
Remarks:
Boring#
Ground
elev.
ft.
Depth to
limiting
factor
i
Remarks:
SBD-8330(R.05/92)
1
'Of
�+ "'
STEEL'S SOIL SERVICE
Gary L. Steel Richard Stout'`-. 1554 200th Ave.
CSTM2298 NE4SW4 S3-T28N-R19W New Richmond, WI 54017
MPRSW 3254 town of Troy (715) 246-6200
1 lot #48-Country Wood
N
1"=40'
BM.= top of 1" steel pipe @ el. 100'
Alt. BM.= top of wooden post C el. 103.5'
e,\
,4+00
z �v
p�
r 45 �2
Gary L. Steel
10-24-95
L
,Y'` `�
.�,
i
J
Pam Quinn
From: Pam Quinn
Sent: Wednesday, April 07, 2004 11:59 AM
To: 'Paul Pazandak'
Subject: Query about septic easement
Hi Paul,
Claudia gave me a copy of your e-mail questions and I checked with the developer, Richard Stout, and our legal counsel
here at the county. The septic system easement was established prior to the sale of Lot 37 and is recorded on the
warranty deed. The soil report for the mound system was completed 7/22/96, so the easement had already been surveyed
at that time. The mound septic system belongs to the owner of lot 37 and any damage to the soil cover or soils within 15
ft. around the mound could affect its operation. You might be liable for repair/replacement of the system if you damage
any portion of it. The easement includes access to work on the mound and its component forcemain, tanks, etc. so any
landscaping along the original lot line between 25&37 could legally be removed if it was necessary to dig up the pipes,
etc. on the mound. This is not much different than what happens when a drainage easement crosses property;the area
within the easement is set aside for a specific purpose (stormwater runoff, utilities, septic system)and creates access for
maintenance. The setbacks for building on Lot 37, including >20% slopes behind the house, limited the area available for
septic installation and I suspect that's why the developer opted to create the easement. There were no other soil reports
filed for Lot 37, but Lot 25 does have 2 soil reports on file that indicate a conventional, in-ground system may be installed.
Hope this information is helpful in your plans for developing Lot 25. Feel free to contact me if additional questions arise.
PAM QUINN, ZONING TECHNICIAN
ST. CROIX CO. ZONING DEPT.
PAMQ @CO.SAINT-CROIX.WLUS
1
Page 1 of 2
Claudia Mahon
i3
From: Paul Pazandak[pazandak @visi.com]
Sent: Wednesday, March 24, 2004 9:56 AM
To: Claudia Mahon
Subject: Re: septic drainfield
Apparently,the neighbor's system is a mound system, but the current
location is on the edge of a slight hill so the realtor said it is less noticeable.
The lot itself didn't perc for a gravity field, but they didn't perc it back by
where the house would go (as far as I know). Apparently it did perc
for a conventional system though (he estimated the cost at$6k).
Paul
-----Original Message-----
From: Claudia Mahon
To: 'Paul Pazandak'
Sent: Wednesday, March 24, 2004 9:41 AM
Subject: RE: septic drainfield
Tell me again what exactly is on your property—traditional gravity drain field, mound system, etc.
-----Original Message-----
From: Paul Pazandak [mai Ito:paza ndak@visi.com]
Sent: Wednesday, March 24, 2004 9:32 AM
To: Claudia Mahon
Subject: Re: septic drainfield
In order of importance:
1. be?
2. What land use restrictions are there on top or near a drainfield?-5 a
3. With an easement can one still build a fence or plant
trees or bushes along the edge of the drainfield? I would be most interested
in planting on the lot line, so these plants would possibly be on top of/near
the neighbor's hose/tube that feeds the drainfield.
4. Does she have any other comments about such an easement?
Thanks!
Paul
-----Original Message-----
From: Claudia Mahon
To: 'Paul Pazandak'
Sent: Wednesday, March 24, 2004 9:14 AM
Subject: RE: septic drainfield
I'm going for a walk tomorrow with the septic inspection lady I met a few weeks ago.
Give me a list of questions.
3/24/2004
Page 1 of 1
Claudia Mahon
From: Paul Pazandak[pazandak@visi.com]
Sent: Wednesday, March 24, 2004 2:13 PM
To: Claudia Mahon
Subject: Another question...
Claudia,
The easement is perc'd only for a mound system, so if the first one
fails, the next will also need to be a mound system -- and will likely
be more visible. Could you ask what % of mound systems fail?
Paul
� SZ U
3/24/2004