HomeMy WebLinkAbout31-26SOIL TEST #
WtsiertslnDYaPent of `5 rofessional Services
x�//� �y Division of Industry Services
Mpy o1 2026 SOIL EVALUATION REPORT
Bayheld Co. encY In accordance with SPS 385, Wis. Adm. Code County F/ c'z
Attach complete si 9j3 Bh ss than 8 1/2 x 11 inches in size. Plan must include, parcel I.D.
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. R w
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04(1)(m)).
Page / of 2"
Property Location L� u�'
(\144¢,,4 1t4 -/j- C-617-LI dn/ Govt. Lot ' % S O'j T '/4 N R Oct E(or) W
roperty Owner's Mailing Address Site Address or CSM and Lot #:
.3Z4d /O/✓Y LFiKL IZ—r.o toTZ cs., 2367
City I State I Zip Code I Phone Number ❑ City ❑ Village Town Nearest Road
QA'-r€C l - Y8
s S73 CGe Ct
)7 rl-tN&S I Cofl r.4 -Kt' •��
NewConstruclion Use: Residential/Numberofbedrooms7 Code derived designflow rate '/So GPD
❑ Replacement ❑ Public or commercial —Describe: Flood Plan elevation if applicable ft.
Parent material Out W rJ M— S..t
General comments and recommendations: 't i L"u '�-' d
Boring # ❑ Boring
(� Pit
Ground surface elev. 2 O . Depth to limiting factor >5 9 in. / elev.8 /'? ft.
Soil Aoolication Rate
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPO/Ft'
*Eff#1
'Eff#2
1
0-5
>• YLZ'%
LS
o.SG
G1-'
Wt4
o.)
/,G'
5 /u
, ���/y
—
S
SG
_
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C7L)
ir&Icf
OT)
/•Q'
3
18 8
,S Ya.y );
S
,......z
/
o/?
/. c
___
Boring it
Boring
Pit [aPit Ground surface elev.?/' /ft. Depth to limiting factor io in. / elev.87. %fl.
Soil Aoolication Rate
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Ou. Az. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPO/Ft'
'Eff#1
Eff#2
/
o'7
7•S -CA
CS
o G
6fr
1414n
o,?
1, Co
-
72-3
7 t+
—
S
o36
M
6W
jk4
o.'
/,C'
?
c3 4o
)jY4_/6
—
o G
I
on
CST Name (Please Print) I
Signature
CST Number
iM C..C.i ll-lam
—
o7tc000tJ
Address
Date Evaluation Conducted
Telephone Number
ra f s 6f> �y}r?rr , Wr
r{ ?o y(,
)IS —?58 -J7sf
Effluent #1 = BOO > 30S 220 mg/L and TSS > 30 5150 mg/L ' Effluent #2 = BOD, 5 30 mg/L and TSS 5 30 mg/L
SBD-8330 (R04/21)
f Page of
Boring ' .� .....•.., .' '
Boring # ❑ O Pit Ground surface elev.. 7 ft. Depth to limiting factor' Y6' in. / elev.� Z •tft.
ISnil Annliratinn Rafp
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/Ft2
*Eff#1
*Eff#2
1
0-3
7.$u-Z-rt
^
L.�
oJ6
lrJ
O1 -
Z
^ L(
7. S )n,t.y y
S
0 S�j
❑ Boring #
❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in. / elev. ft.
Soil Application Rate
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/Ft2
*Eff#1
*Eff#2
❑ Boring #
❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in. / elev. ft.
Soil Application Rate
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/Ft2
*Eff#1
*Eff#2
* Effluent #1 = BOD > 30 s 220 mg/L and TSS > 30 s 150 mg/L * Effluent #2 = BOD, 5 30 mg/L and TSS s 30 mg/L
CHECK BOX AS APPLICABLE.
CHECK BOX AS APPLICABLE. 7 3
®
SOIL EVALUATION
Scale: 40'
fl SYSTEM PAGE�-OF
0
SITE MAP
40
80
PLOT PLAN
PROJECT NAME:
1D°
5 0
DESIGN FLOW: GPD
(10Hgritl)
4(Z �'p „� 3 a
Attach design flow calculations for commercial plans.
PROJECT ADDRESS: 3t C (So, -.y L•+'-. -�
Pipe Material / ASTM Standard (Tables 384.30-3 & 384.30-5)
lOO. D
BM Symbol: BM Elevation: FT
Sanitary Sewer /
Force Maln: /
BM Description: N 4'« /ft • frt' 130 ' /L" nc_C- =
Slope % ^
P Gradient( %) Y X, Well Symbol (If applicable): 0
of Tested Area:
Indicate nonhby
drawing an anew
IMPORTANT:
Show ground elevation contours at suitable intervals.
on the approprite line.
p N Met M'Wt K 4-- S..c-r-1- Cs cSo
A >+LcJS 3 z9 o t7o t—• T ( t -e rat. i7a- + cr , v ►_
Lj G6,11- = cc'- Z c S, L37 6 7 Co'-( 'Ty'( r-' CL d9 W
1fl'i. iA �9yj
7Ryr-/CLI ca -
MM 0 ( 2026
Bayfald Co.
planning and Zonln9 Agency
oobCo
rS M c _ B7, S
"r-vc
86.7 TO 87.) n-Ub ..P
c t Of9000t8
r.ALt-1N +am
Dom:.-cv4-tN `� L+ML
N 7•
t,J0Utf1 C,re4 Wl
On pr-op.cflj
tosr Pt_
.? ac
CHECK BOX AS APPLICABLE. CHECK BOX AS APPLICABLE.
fl SOIL EVALUATION Scale: t°=40' ® SYSTEM PAGE 2 OF
SITE MAP 0 40 60 80 PLOT PLAN
PROJECT NAME:
(10ftgrld) fOt DESIGN FLOW: y5o GPO
r 0 Attach design flow calculations for commercial plans.
PROJECT ADDRESS: 3 to !3o __ �_ Z-__ Pipe Material / ASTM Standard (Tables 384.30-3 & 384.30-5)
lu0. 0 N Sanity Sewer: "t S (or '10/
BM Symbol: 4 BM Elevation: FT
Force Main: /
BMnescriplln: wAim/ft •t37en.. /Z' TKJE—c
Indicate north y IMPORTANT:
Slope Gradient (%) l
Well Symbol (d applicable): Q drawing an arrow Show ground elevation contours at suitable intervals.
W rested Area: on the appropnte fine.
IA'.
M,A/L-K 4- 5 r IJ4-l+ C, VL4x. n/
3zgv iTvNY (vfl..e2J. i7-Rr'tc, v 1=
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-9y1•3
71+yP/L.-t_b ca-
RECEWED
LAY 07Z026
2026
Bayfleld Co.
Planning,and Zoning Agency
0
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86.9 Yo 87.) w- "P
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$ YFIELD Bayfield County
Planning & Zoning Department
117E 5� Street
P.O. Box 58
Washburn, WI 54891
Phone: 715-373-6138
Fax: 715-373-0114
Property Owner:
CARLSON, MARK TODD
3290 BONY LAKE RD
BARNES, WI 54873
LEPPIEN CARLSON, SARAH A
3290 BONY LAKE RD
BARNES, WI 54873
Description
Certified Soil Tests - Review & Filing Fee
Submission Number:
SR -00409
Transaction Number:
SR-00409-454BB
Amount
$50.00
Total: $50.00
Payment Amount: $50.00
Reference: 15027
Paid by: Andry Rasmussen & Sons, PO Box 66, Cable WI 54821
Payment Type: Check
Transaction Date: 5/8/2026
Receipt of payment does not guarantee eligibility of
permit and is not proof of issuance of a permit.