HomeMy WebLinkAbout50-25s^'oo'wy
Wisconsin Department of Safety & Professional Services
Division of Industry Services
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lil! MAY 2 3 ;-.:1^
SOIL EVALUATION^EPORT
In accordance with SPS 385, Wis. Adm. Code
Attach complete site plan on paper not less than 81/2x11 inches in size. Plan must include,
but not limited to vertical and horizontal reference point (BM), direction and percent slope,
scale or dimensions, north arrow, and location and distance to nearest road.
Please print all information.
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04(1 )(m)).
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Property Owner
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Property Location
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Property Owner's Mailing Address
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Site Address or CSM and Lot #:
Lc^ i CSh N 14 s/o>.l P<b.^(oS 5</3CT
City, State, Zip
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Phone Number
(7/<f)yt(.-3t/*<3
City D Village 8 Town
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Nearest Road
T<ft.n»tfS» Rd
New Construction
S Replacement
Parent material
General comments
^,
Use: 8
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Residential/Numberof bedrooms
Public or commercial -
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and recommendations:
A-
Describe:
Non
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- PK&.SUC'.zc<?\<v _&
Code derived designflow rate_
Flood Plan elevation ifapplicable_
rojnd Sy&^-Cfi^
GPD
_ft.
Boring #Q Boring
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Horizon
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Depth
In.
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Dominant Color
Munsell
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7.fftrs 5'/y
Redox Description
Qu. Az. Cont. Color
Texture
JA-
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0.-7
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0 Boring #QBoring
^Pit Ground surface elev. 97.00ft.Depth to limiting factor ^100 in. / elev._ft.
Horizon
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->
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CST Name (Please Print)
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Signature'/i^^^CST Number ^(^Bg
Address
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Date Evaluation Conducted
<?5-/z>8/?^T
Telephone Number
7/5'63t/-3/7^
* Effluent #1 = BOD > 30 < 220 mg/L and TSS > 30 :£ 150 mg/L * Effluent #2 = BOD, < 30 mg/L and TSS < 30 mg/L
SBD-8330 (R03/22)
Boring #
D Boring
] Pit Ground surface elev. 7 '••^'-ft.
Page.
|4be(rth t^infein^ f^to(r?t^in. / elev._
!111 MAY. ^[^ 1
of.
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Soil Application Rate
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l.<-
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l.C.
Boring #Q Boring
D Pit Ground surface elev.Depth to limiting factor.in. / elev.ft.
Horizon Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az. Cont. Color
Texture Structure
Gr. Sz. Sh.
Consistence Boundary Roots
Soil Application Rate
GPD/Ft2
*Eff#1 *Eff#2
Boring #D Boring
Pit Ground surface elev.Depth to limiting factor_jn. / elev._ft.
Horizon Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az. Cont. Color
Texture Structure
Gr.Sz. Sh.
Consistence Boundary Roots
Soil Application Rate
GPD/Ft2
*Eff#1 *Eff#2
* Effluent #1 = BOD > 30 s; 220 mg/L and TSS > 30 & 150 mg/L Effluent #2 = BOD, < 30 mg/L and TSS s 30 mg/L
SCALE = 1:40
t—»--t--I—t
0 10 25 40 50
5435 James Rd
Lot1,CSM#14v.1 p.265
Sec. 02, T44N, R09W
Town of Barnes
Bayfield County
TAX ID: 1243
BM = Nail w/ Ribbon in 14" Red Pine Existing Garage
Proposed Well
Proposed
2 Bdrm
Dwelling ELEVATIONS
BM= 100.00 ft
B1 = 97.75ft
B2 = 97.00ft
B3 = 97.50ft
Lake = 88.50 ftA^^-.-'^^r^8
UPPER
EAU CLAIRE
LAKE
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SOIL PROFILE SHEET
OWNER: PaA<-:c.K T Qu-C <'y _ SOILTESTER:_
SYSTEM ELEVATION: LOAD RATE: 0.7/1. Q SYSTEM RANGE: 95.C^ to 9S.C?0
^ lenw! (ni
i!ll MAY 2 3 W^ P
Bsyfieid Cc. Zonina DeDi
<Y7.-75
Sy-S^w--
£.f€^&.^'uy\
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\.75 B^Vw^^T
<-AK£ t-e^EL
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ci5,00
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9-7.SO
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Page ^ of H
SUPERIOR
PRECASTCDNCRETE 1,0001-CompartmentTank ^
SUPERIOR
PftffAS CDfHiHETE
!L9 iL,
TOP VIEW !QHi NAY/-?/UZb
WdEhtftnlbs)
Tanfc ?.S12
Lid: 3,683
Total: 9,495
Vohuiw. of Concrete
Total: 2,4 Yd3
Gallons Per Inch; 24.4
S9-l,''2"-
S3-1..2-.
fiaywid 0
SIDE VIEW
9" Air SpaceConditionally
APPROVED
DEPT. OF SAFETY AND PROFESSIONALSERVICES
DIVISION OF INDUSTRY SERVICES
1025 GaUoas
^••;H'i(ilL!epi
73" 79"
2S"
24"?Oufla
^a
60"
45"
K
Masric
Rape
Cashrt
(Poured in Place)
Produced by Superior Precast Concrete, LLC
PO Box 1390
Hayward, Wl 54843
SUPERIOR
PRECASTCONCRETEDesign conTorms to Ab I M C1227, Specification for
Precast Concrete Septic Tanks and Wl SPS 384.25,
POWTS Holding Components or Treatment Components.
The information provided on any Superior Precast
Concrete (SPC) drawing or document shall be verified by
the purchasers licensed professional engineerfor
suitability of use.
Configuration may change from drawing, consult with
SPC.
roductFileNo:This is proprietary information, and remains the property of Superior Precast Concrete, LLC.R.3 05-19-2024
Real Estate Bayfield County Property Listing
Today's Date: 5/14/2025
laf Description
Tax ID:
PIN:
Legacy PIN:
Map ID:
Municipality:
STR:
Description:
Recorded Acres:
Calculated Acres:
Lottery Claims:
First Dollar;
Zoning:
ESN:
Tax Districts
Updated: 10/30/2024
1243
04-004-2-44-09-02-3 05-004-06000
004104503000
(004) TOWN OF BARNES
S02 T44N R09W
LOT 1 CSM #14 V.l P.265 (LOCATED IN
GOVT LOT 4 & NW SE) IN V.901 P.425
358C IM 2004R-494345 IN DOC 2024R-
605227
2.083
2.083
0
Yes
(R-3) Residential-3
104
Updated: 3/15/2006
1
04
004
041491
001700
* Recorded Documents
STATE
COUNT/
TOWN OF BARNES
SCHL-DRUMMOND
TECHNICAL COLLEGE
Updated: 3/15/2006
B WARRANTY DEED
Date Recorded: 10/24/2024 2024R-605227
Q TERMINATION OF DECEDENT'S INTEREST
Date Recorded: 10/24/2024 2024R-605226
B CONVERSION
Date Recorded: 494345 226-342;901-425
I E!U
in MAY / Qm''
Ownership
Property Status: Current
Created On: 3/15/2006 1:14:44 PM
Updated: 10/30/2024
PATRICK TDUFFY
Billing Address:
PATRICK TDUFFY
16269W RADIO HILL RD
HAYWARD WI 54843
HAYWARD WI
Mailing Address:
PATRICK T DUFFY
16269W RADIO HILL RD
HAYWARD WI 54843
Site Address * indicates Private Road
5435 JAMES RD
Property Assessment
BARN ES 54873
Updated: 10/4/2016
2025 Assessment Detail
Code
Gl-RESIDENTIAL
2-Year Comparison
Land:
Improved:
Total:
Acres
2.090
2024
222,700
67,100
289,800
Land
222,700
2025
222,700
67,100
289,800
Imp.
67,100
Change
0.0%
0.0%
0.0%
Property History
N/A