HomeMy WebLinkAbout008-2011-02-000 (3) , .C1 ,aoao — l73
Wisconsin Department ( fglyandProfessiona)Se vice, tr Pagel of 2
Division of Industry Ser esZIA p� K
JUL 10 2020 SOIL EVALUATION REPORT
In accordan with SPS 385 Wis Adm Code
" 5�� G T Y N i
County
Attach complete site plan paper riot lessttian 8 1/2 x t-1 me in size.Plan must include, ST Croix
but not limited lo.vertical a hprigontat re t . vectan and percent slope. Parcel I.D.
scale or dimensions.north . n ocation and distance to nearest road 008-2011-02-000
Please print all information. Reviewed by / Date
Personal information you provide may be used for secondary purposes(Privacy Law.s 15 04(1)(m)) ,�yri{f1O,'Y,'11d{ I ei7!Yin))b.-.
Properly Owner Property Location: /
Jake Peterson Govt Lot NE V. SE V. SO4 T 28 N R 16 W
Property Owner's Mailing Address Lot# Block# Subd Name or CSM#
TBD 54TH AVE 2 Woodview Ridge
City State Zip Code Phone Number 0 City ❑Village II Town Nearest Road
Woodville IWI 154028 I I I Eau Galle 154TH AVE
r.New Construction4 600 I
//�� y r
Use:❑� Residential/NumberofbedroomsCodedenveddeslgnflowrateGPD lS.fyt,4p/ !r1T�'1 V
❑ Replacement ❑Public or commercial-Describe. L e 1 n � rN
Parent material Loess over loamy till(Skyber SIL) Floodplain elevation if applicable NA ft. . //�� r / -t
General comments and recommendations. Recommend minimum 30'sand-kit POW7S mound on 10000 contour with 02gpd/a2 loading rant L,^ /.�, n��
ox m VA
LF=8'(Rsdorphic features) ('A"0') Determinations Sea sod Interpretive Determination Report. a�
❑Boring
1 Boring# ID Pit Ground surface elev 101.55 ft Depth to limiting factor 0 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots _ GPD/Ft2
In Munsell Qu Az Con! Color Gr Sz Sh 'Eff#1 'Efl#2
1 0-7 10YR 3/3 - sil 3fgr mfr gs 3f-vf 0.6 0.8
2 7-13 10YR 4/3 f1f 2.5YR 5/8 sil 3fsbk mfr cs 1f-vf 0.6 0.8
3 13-24 10YR 4/4 m2d 7.5YR Ores 10YR Sa scl 2msbk mfr gs 1 of 0.4 0.6
4 24+ 7.5YR 4/4 c3p 7.5YR 1/6 d 10YR 5/l scl 1 csbk mfi - - 0.2 0.3
(A+0'SITE)
2 Boring# ❑Boring
III Pit Ground surface elev 99.70 ft Depth to limiting factor 0 in.
Soil Application Rate
Honzon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2
In. Munsell Qu Az.Cont.Color Gr. Sz. Sh. 'Efl#1 "Eff#2
J 1 0-8 10YR 3/3 - sil 3fgr mfr cw 2f-vf 0.6 0.8
2 8-13 10YR 5/3 f1t 10YR 4/6 sil 3mabk mfr gw 1f-vf 0.6 0.8
3 13-31 10YR 3/6 m2d 7.5YR 4/6&10YR 5/1 sI-sd 2csbk mfr-mfi as 1 of 0.4 0.6
4 31+ 10YR 4/6 c3p 7.5YR 5/8 d 10YR 6/1 SDI 1 csbk mvfi - - 0.2 0.3
(A+0"SITE)
'Effluent#1 =BOO, >30 S 220 rrig/L and TSS>30 s 150 mgrL 'Effluent#2=BOD, >30 5 220 mg/L and TSS>30 s 150 mg/L
CST Name(Please Print) Signature r I CST Number
Ryan Bechel f `' / SP-111500001
Address Date Evaluation Conducted Telephone Number
371 Cannon View DR,Red Wing,MN 55066 06/13/20 (651)327-0074
SBD-8330(R04/15)
t
❑Boring
3 Boring#
r Pit Ground surface elev.94.60 ft Depth to limiting factor 0 in.
Soil Application Rate
Honzon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/F12
In. Munsell Qu Az.Cont.Color Gr. Sz Sh 'Efi111 'Ef#2
1 0-10 10YR 3/3 - sil 3fgr mfr gs 0.6 0.8
2 10-13 10YR 4/3 flf 2;5YR 4/6 sil 3fsbk mfr cs 0.6 0.8
3 13-21 10YR 4/6 m2d 7.5YR 5/8 a 10YR 5n I 2msbk mfi gs 0.6 0.8
4 21-38 10YR 4/6 c3p 7.5YR 4/6 a 10YR 6/1 Cl 1 csbk mfi - 0.2 0.3
(A+0'SITE)
0 Boring
. 4 Boring# ❑Pit Ground surface elev 108'94 fl Depth to limiting factor 0 in.
Soil Application Rate
Horizon , Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2
In Munsell Qu Az Cont Color Gr. Sz. Sh
'Eff#1 'Eff#2
-
1 0-10 10YR 3/2 - sil 3fsbk mfr cs 3f-vf 0.6 0.8
2 10-21 7.5YR 3/6 mtf 7 5YR 5/8&10YR 5/2 I-cl 2mabk mfi gs 1vf 0.4 0.6
3 21-34 7.5YR 3/6 c2d 7.5YR 4/6 a 10YR 5/1 SI 1 csbk mfr - 1 of 0.4 0.7
(A+0'SITE)
'Horizon 3 had 5%rock
❑Boring
5 Boring# ❑Pil Ground surface elev. ft. Depth to limiting factor_in.
Soil Application Rate
Honzon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/FI2
In Munsell Qu.Az.Cont.Color Gr. Sz. Sh •Etf#1 •Eff#2
•
•Effluent#1 =BOD. >30 s 220 mg/L and TSS>30 s 150 mg./L ' Effluent#2=BOD, >30 s 220 mg/L and TSS>30 5 150 mg/L
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• Safety and Buildings Division
4003 N.Kinney Coulee Rd
commerce.wl.gov La Crosse WI 54801-1831
www.cornmerce.state.voi.us/sb
isco n s i n Jim Doyle,Governor
Department of Commerce Cory L Nettles,Warty,/
RECEIVED
May 18,2004
CUST ID No. 42258 JUN 0 7 2004 ATTN: Inspector
ELI M GOTTFRIED 7 CROIX COUNT
GOTTFRIED ENVIRONMEDITAC ZONING OFFICE. ZONING OFFICE
124 1/2 GRAHAM AVE ST CROIX COUNTY SPIA
PO BOX 1645 1101 CARMICHAEL RD '
EAU CLAIRE WI 54702-1645 HUDSON WI 54016 , . e .
CONDITIONAL APPROVAL r - r ' -
PLAN APPROVAL EXPIRES: 05/18/2006
Transaction ID No.967078
SITE: Elizabeth Christensen Site IDNo.670567
County Highway BB Sites: nd
Town of Eau Galle,St Croix County �'�' 1' „
NE 1/4, SE 1/4, S4,T28N, RI //-- y�Q,p ��4000.b V/
FOR: Object Type: Soil Saturation Deterrng at, Ifegu all ed�bject D No.: 941615v
CT/
The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes
and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner,as defined in
chapter 101.01(10), Wisconsin Statutes,is responsible for compliance with all code requirements.
The following conditions shall be met during construction or installation and prior to occupancy or use:
1. Approval is hereby granted pursuant to Comm 85.60(2),Wis. Adm.Code to estimate the depth to seasonal soil
saturation based on an interpretative determination. This approval and determination negates the requirement in
Corn 85.30(2)(b),Wis.Adm.Code to designate the ground surface as the highest level of saturation when
redoximorphic features are less than 4 inches below the bottom of the A horizon.
2. At least 30 inches of sand lift on top of a 6 inches minimum of unsaturated in-situ soil for adequate treatment
and dispersal is required.
3. The basal soil application rate shall be 0.2 gpd/ft^2,and the linear loading rate 4.0 gpd/foot.
4. Chisel plowing to a depth of 12 inches immediately prior to sand placement is required to improve vertical water
movement into the soil solum that is weakly structured and sometimes platy,as well as slowly permeable.
5. Landscaping up slope of the mound shall be incorporated into the overall mound design to divert surface water
drainage around the mound system.
6. Mound side slopes shall be at least 4:1 rather than the typical 3:1 slopes.
7. This approval shall remain valid unless the site is altered in such a way that the depth to soil saturation would
change of if saturated conditions were observed for seven consecutive days at depths less than 3 feet below the
infiltrative surface of the POWTS distribution component.
8. This approval in no way relinquishes the use of color patterns to estimate the depth to high groundwater on any
other parcels or portions of parcels.
9. A copy of this approval letter and attachments must accompany the mound system plans for this site.
•1
•
ELI M GOTTFRIED Page 2 5/18/04
A copy of the approved plans,specifications and this letter shall be on-site during construction and open to
inspection by authorized representatives of the Department,which may include local inspectors. If plan index sheets
were submitted in lieu of additional fitll plan sets,a copy of this approval letter and index sheet shall be attached to
plans that correspond with the copy on file with the Department. All permits required by the state or the local
municipality shall be obtained prior to commencement of construction/installation/operation.
In granting this approval the Division of Safety&Buildings reserves the right to require changes or additions should
conditions arise making them necessary for code compliance.As per state stats 101.12(2),nothing in this review
shall relieve the designer of the responsibility for designing a safe building,structure,or component.
Inquiries concerning this correspondence may be made to me at the telephone number listed below,or at the address
on this letterhead.
Sincerely, Fee Required S 100.00
Fee Received S 100.00
/�, Balance Due S 0.00
Leroy G.Ja�sky,Wastewater S alist
Integrated Services Bureau
(715)726-2544 Voice
ljansky@commerce.state.wi.us
cc: Leroy G.Jansky, Wastewater Specialist,(715)726-2544
•
Wisconsin Department ofCammerjQRIGIf1i --OIL EVALUATION REPORT Page 1 of 3
Divlaon of Safety and Buildings
in accordance with Comm 85,Ws. Adm. Code
County j 1-• L+ 2U
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size.Plan must K
induce,but not limited to:vertical and horizontal reference point(BM).direction and Parcel I.D. -
percett slope,scale or dimensions,north arrow,and location and distance to nearest rcad. tit p--_ D / i 2, Zi
Please print all Information. Reviewed b I Date
P��i provide may W r ry purposes(Privacy Law.I.15.04(11(m)).
rttY Owner I__ 92.A-t S'TOIZt`e4 (vat) Property Location �u�
"-Q•y PILIC LL G.E+1-s .. 6eM,-Lat 1• 1/4SE-1/4 S if T ZE N R 16 E(oi,{
Property • of# Block# Subd.Name or CSM#
City State Zip Code Phone Number se ity ❑Village ®Town Nearest Road 2•3 77
Lti►ol\DVlt it,v1 1 S9oLt 1 (its ) 648-Z? L t L 3 LLF 1 Cvs T'- r r' tot
® New Construction use:® Residential/Number of bedrooms y Code derived design now rate 6 0 C. GPD
❑Replacement 0 Public or commercial-Describe:
Parent material Ln fit] C L.L. Flood Plain elevation if applcable N A R
General comments 1.3 1,40,0 !•o ,tcr-
and recommendations: r"\0ll 1..1/C1'y(_61 ' 19-rlZi gU 1)0>v Ca(,-, 1V Ep
T-1irv1►IUM 13tt of SRuD tiyu, /"
ej-MVIL tz, c,c S r MAR 1 3 2n02
I ❑ Boring
BBoring# ® Q pit Ground surface elev. `Q. ft Depth b limiting factor z 3 gT CROW'CO TY
7•N1 -Ivr•".77• Rats
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Bou .- r.•• GPO/ft'
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. •Eff#1 •Eff#2
I o-9 1p`-19-3i2 — S1.\ 2,Pnk ?1( j-- Cl ._, - •S -ell
Z 9-?_3 Jul231` — sj 1 3`Psk ►1rfh Cw - - S -B
3 2_3.al 1 .5`12J1y `F1a-)-.5LI R_ 5/t L Ow vnVef- C.v..) - , • 5
4 3�-y v .1 s ra_.)[y C 1& it , se( o N.-1-1 m`fl• — •o - o
Boring# ElBofk'g
--L ® Pit Ground surface elev. 101, 0 ft. Depth to limiting factor '- in.
Horizon Depth Dorinant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft'
In. Munson au.Sz. Cont Color Gr.Sz.Sh. 'ER#1 •E1f#2
(3-I() 11) _412_311- — s Z_ s 1 �sb1c mom- c — . S -9
a tip-i0 Ipy2.316 - si 1 3` -sbk m+I- c-w - •S -8
3 7..b Zta -1.sl231y C\S..1•S`-lRSlb L I. sb►t. mkrel- C.L3 — •4 - 6
t( Z(,-yo —) S`112.3/y Pt L o1'v1 w -' — , j -s
•Effluent#1 -Boos>30<220 mg/L and TSS>30 c 150 mglL 'Effluent#2•BOD,<30 mg/L and TSS<30 mglL
CST Name(Please Print) S' tuns CST Number
Arthur L. Welterer 4.. 02.- 41 220254
Address W e g e r e r S o i l. Testing &. Design Service oat.Evaluation Canducted Telephone Number
421 N. chain St . River Falls, WI 54022 �-�6-OZ 715-425-0165
. -,
•V . •
•
•
S-ty' L
Property Owner I LQ`Z.L G WrSON Parcel ID a A 1 AJ G
c
Page 2. fo( 3
Boring 0 ❑ BorV'p f]
® pit Ground surface elev. b. ft. Depth to Smiting factor 2 7 In.
•
Soil Application Rate
Horizon Depth Dominant Color Redo*Description Texture Structure Consistence Boundary Roots GPWftz
In. Munsell Ou.Sz. Cont.Color Gr.Sz.Sh. •Eifel •Efhr2
I C —9 10112-3/z\ — 5i 1 z'Fsbk v>7f1.- et-Ai .S -8
Z a)-zo tr`tILJ/ , - si I 3sP-sbrr reel- eL,J — - S -B
w-z> -1.sLrr_3jt - L \gsbk my (.%w - • 4 •b
y z7-3L -isYfz31c 'Fi`F7SYR-S/13 L ow. yvt'el- - • •S
Boring e ❑ Boring
❑ pit Ground surface elev. ft. Depth to limiting factor in.
Horizon Depth Dominant Color Redo*Des Soli Application Rale
aiption Texture Structure Consistence Boundary Roots GPD/R'
In. Munsell Ou.Sz. Cant.Color + Gr.Sz.Sh. *Eifel •Effly2
Bodng
e ° Boring
❑ Wt Ground surface elev. ft Depth to limiting factor in.
on
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots Shc GPClift,, Rate
In. Munsell Ou.Sz. Cont.Color Gr.Sz.Sh. *ENO') •Effe2
I -
•Effluent e1 Jr BOD,>30 c 220 myt.and TSS>30<150 m fL •Effluent e2=BOD,<30 mnJ, and TSS c 30 mot
The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to ttcCeas servimi or
need material in an alternate format,please contact the department at 608-266-3151 or TTY 608-264-8777.
fan-too( . Q )
•
S—C \T—1 /
Property Owner B — O.l,6 t4 T-Sty/ Parcel ID# ` `gyp1A1�,
M Page a of 3
Boring# 0 Boring •
® pit Ground surface elev. Q 6. Z ft. Depth to limiting factor 27 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/R'
In. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 •Eff#2
1 o-9 t oLifz_3 l z. - 51 1 Z:-Fs 12k. -n'f tr CIA) — .S -8
Z q-Z0 10`t p- V 6 - S 1 1 3`�'S6k ►rret- c i.J — • S •$
zo-Z7 -1•S'L 31y — L ‘.0 sbtz nu - C w - - u , 6
y z7-3 f 7 sLi2Sia L Ow. . mA.' — • 3 . s
Bang# ❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in.
Sol 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
I Boring# ❑ ee g
❑ Pit Ground surface eiev. ft. Depth to limiting factor in.
,
Horizon Depth Dominant Color Redox SoW Application Rate
Description Texture Structure Consistence Boundary Roots GPD/R' 1
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2 1
•EMuent#1 c BOD,>30<220 mg/L and TSS>30<150 mg&L •Effluent#2=BOD,<30 rtgit and TSS<30 nglL
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 TIY 608-264-8777.
5BO.U30 tttr aoi
PLOT PLAN Page 3 of 3 ' I.
Scale 1 ' =40 '
A .
21
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aMTi-1. - Et, ql.p ()kJ v K a R 4 , 4 if . C -54.
OAL, 1.1 �'t,. Z -2-L-0 ? 715-425-0165 220254 02-LH _
CST Signature Date Telephone No. CST No. Job NO.
•
,`tr.Itty,,1. r.` �'-� '�i L_ DIVISION OF INDUSTRY SERVICES
,.' ==J D 10511NRANCH RO
�� rLl, • 'J 3',—/ HAYWARD WI 548438462
:11 I • Contact Through Relay
�,. \ PS J U L 1 0 2020 hhp//Pips wn pov,progn ndw
..❑nP
Tony Even-Governor
_. Down CrNn-Secretary
July 6, 2020
CONDITIONAL APPROVAL
SOILS SATURATION DETERMINATION
Plan Review Number: PWTS-072000061-5SD
CONDITIONALLY
RYAN BECHEL APPROVED
779 Spring Creek Road S DEPT OF SAFETY AND PROFESSIONAL SERVICES
Red Wing MN 55066 DIVISION OF INDUSTRY SERVICES
SITE:
Jake Peterson /� d -
54'" Avenue, Lot 2 Woodview Ridge SEE CO RESPONDENCE
St. Croix County
Town of Eau Galle
NE'A -SE 'A-S4—T28N—R16W
The submittal described above has been reviewed for conformance with applicable Wisconsin
Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This
system is to be constructed and located in accordance with the enclosed approved plans and with any
component manual(s) referenced above. The owner, as defined in chapter 101.01(10), Wisconsin Statutes,
is responsible for compliance with all code requirements.
No person may engage in or work at plumbing in the state unless licensed to do so by the Department per
s.145.06, stats.
The following conditions shall be met during construction or installation and prior to occupancy or use:
• Approval is hereby granted pursuant to s. SPS 385.60(2),Wis .Adm. Code, to estimate the depth
of seasonal soil saturation based on an interpretive determination process completed by Ryan
Bechel,Certified Soil Tester(CST)and his recommendations.
• This approval is limited to the soil characteristics within the tested area. This approval is based
upon best management practices and does not warranty the functioning of the system. Water
conservation,wastewater disposal practice and system maintenance will aid in the longevity of
the system.
• On-site visit was conducted by CeCe Rudnicki, DSPS on July 2, 2020.
• The estimated highest level of prolonged soil saturation approved under this determination is 6
inches below grade. At least 30 inches of sand lift on top of 6 inches of unsaturated, in-situ soil is
required for adequate treatment and dispersal.
• The basal soil application rate for the mound shall be 0.2 gpd/sf, and the linear loading rate 4.5
gpd/ft.
• Prior to construction of the dispersal area,check the moisture content of the soil to a depth of 8
inches. Smearing and compacting of wet soil will result in reducing the infiltration capacity of the
soil. Proper soil moisture content can be determined by rolling a soil sample between the hands. If
it rolls into a 1/4- inch wire,the site is too wet to prepare. If it crumbles, site preparation can
proceed. If the site is too wet to prepare, do not proceed until it dries.
• Chisel plowing to a depth of 12 inches immediately prior to sand placement is required to
improve vertical water movement into the soil solum.
• Landscaping up slope of the mound shall be incorporated into the POWTS design to prevent
surface water from concentrating along the up slope edge of the mound and to divert surface
water drainage away from the system.
• This approval shall remain valid unless the site is altered in such a way that the depth to soil
saturation would change or if saturated conditions are observed for seven consecutive days at
depths less than 3 feet below the infiltrative surface of the POWTS distribution component.
• This approval in no way relinquishes the use of color patterns to estimate the depth to high
groundwater on any other parcels or portions of parcels.
• A copy of this approval letter and attachments must accompany the mound system design for this
site for purposes of plan approval and sanitary permit issuance.
A copy of the approved plans, specifications and this letter shall be on-site during construction and open
to inspection by authorized representatives of the Department, which may include local inspectors. All
permits required by the state or the local municipality shall be obtained prior to commencement of
construction/installation/operation.
In granting this approval the Division of Industry Services reserves the right to require changes or
additions should conditions arise making them necessary for code compliance. As per state stats
101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe
building, structure,or component.
Inquiries concerning this correspondence may be made to me at the telephone number listed below,or at
the address on this letterhead.
The above addressee shall provide a copy of this letter and the POWTS management plan to the owner
and any others who are responsible for the installation, operation or maintenance of the POWTS.
Sincerely,
CeCe Rud ick%
CeCe (Elizabeth) Rudnicki
Wastewater Specialist/POWTS Plan Reviewer, Division of Industry Services
(608)400-3186
elizabeth.rudnicki@wisconsin.gov
. .
ADVANCED
Property Owner: Jake Peterson (Buyer) Date: 06/21/20
Site Address: TBD 54TH AVE, Woodville, WI 54028
SOIL INTERPRETIVE DETERMINATION REPORT
Page: 1 Soil Test
Page: 2 Soil Test QDNDInavALLT
APPROVED
Page: 3 Site Plan DEPT OF SAFETY AND PROFESSIONAL SERVICES
Page: 4 Interpretive Determination Report DIVISION OF INDUSTRY SERVICES
Page: 5 Interpretive Determination Report Page: 6 Interpretive Determination Report C//e6lEs- ^-�
Page: 7 Interpretive Determination Report
SEE CO, PONDENCE
Page: 8 Attachment 1
Page: 9 Attachment 2
Page: 10 Attachment 3
Page: 11 Attachment 3
Page: 12 Attachment 3 \\�� \S\", ""�cpN �SIN ,,/,,
;��' � ,''-.
Page: 13 Attachment 3 q} ,
RYAN G.
Page: 14-20 Attachment 4 _ BECHEL
D-2263-7
RED WING
MN �?
O'£SIIG1NE�\\
Designerif. ‘---) ;--t. -r-I_
Signature: 1.
Date: 6/21/2020
Wisconsin Department of Safety and Professional Services Page 1 of Z
Division of Industry Services
SOIL EVALUATION REPORT
In accordance with SPS 385.Wis Adm. Code County
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size.Plan must include. ST Croix
but not limited to.vertical and horizontal reference point(BM).direction and percent slope. Parcel I D
scale or dimensions.north arrow,and location and distance to nearest road 008-2011-02-000
Please print all information. Reviewed by Date
Personal information you provide may be used for secondary purposes(Privacy Law s 15 04(1)Lmj)
Property Owner Property Location:
Jake Peterson Govt Lot NE Y SE % S 04 T 28 N R 16 W
Property Owner's Mailing Address Lot# Block# Subd Name or CSM#
TBD 54TH AVE 2 Woodview Ridge
City State Zip Code Phone Number ❑City ❑Village •Town Nearest Road
Woodville [WI I 54028 I I [Eau Galle I54THAVE
)New Construction Use:El Residential/Number of bedrooms 4 Code derived design flow rate600 GPD
❑ Replacement ❑Public or commercial-Describe
Parent matenal Loess over loamy till(Skyber SIL) Floodplain elevation if applicable NA ft.
General comments and recommendations: Recommend minimum 30'sand-lift POWTS mound on 10000 contour with 0.2gpd/ft2 loading rate
LF=6'(Redoaenorphic features) ('A•0')see Sae soil Interpretive Determination Report
❑ Boring
1 Boring# ❑� Pit Ground surface elev 101.55 ft. Depth to limiting factor 0 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Descnption Texture Structure Consistence Boundary Roots GPD/Ft2
In. Munsell Qu Az Conl Color Gr Sz Sh Eff#1 Eff#2
1 0-7 10YR 3/3 - sil 3fgr mfr gs 3f-vf 0.6 0.8
2 7-13 10YR 4/3 f1f 2.5YR 5/8 sit 3fsbk mfr cs 1f-vf 0.6 0.8
3 13-24 10YR 4/4 m2d 7 5YR 4/68 10YR 5/2 scl 2msbk mfr _ gs 1vf 0.4 0.6
4 24+ 7.5YR 4/4 c3p 7.5YR 1/6 d 10YR 5/1 scl l csbk mfi - - 0.2 0.3
(A+0"SITE)
❑Boring
2 Boring# ['Pit Ground surface elev 99.70 ft Depth to limiting factor 0 in.
Soil Application Rate
r
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPO/Ft'
In Munsell Ou Az Cont Color Gr. Sz Sh Eff#1 Eff#2
1 0-8 10YR 3/3 - sit 3fgr mfr cw 2f-vf 0.6 0.8
2 8-13 10YR 5/3 f1f 10YR 4/6 sit 3mabk mfr gw 1f-vf 0.6 0.8
3 13-31 10YR 3/6 m2d 7 5YR 4/6 8.10YR 5/1 sl-sd 2csbk mfr-mfi as 1vf 0.4 0.6
4 31+ 10YR 4/6 c3p 7.5YR 5/8&10YR 6/1 scl 1 csbk mvfi - - 0.2 0.3
(A+0"SITE)
•Effluent#1 =BOD, >30 5 220 rig/L and TSS>30 5 150 mg/L 'Effluent#2=BOD, >30 5 220 trig/L and TSS>30 5 150 mg/L
CST Name(Please Print) Signature . CST Number
Ryan Bechel SP-111500001
Address Date Evaluation Conducted Telephone Number
371 Cannon View DR,Red Wing,MN 55066 06/13/20 (651)327-0074
SBD-8330(R04/15)
❑ Boring
3 Boring* ❑Q Pit Ground surface elev 94.60 ft Depth to limiting factor 0 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Descnption Texture Structure Consistence Boundary Roots GPDIFt2
In Munsell Ou Az.Cont Color Gr Sz Sh 'Eff#1 'Eff#2
1 0-10 10YR 3/3 - sil 3fgr mfr gs 0.6 0.8
•
2 10-13 10YR 4/3 flf 2.5YR 4/6 sil 3fsbk mfr cs 0.6 0.8
3 13-21 10YR 4/6 m2d 7 5YR 5/8 d 10YR 5n I 2msbk mfi gs 0.6 0.8
4 21-38 10YR 4/6 c3p 7.5YR 4/6 a 10YR 6/1 cl l csbk mfi - 0.2 0.3
(A+0"SITE)
•
rig ❑Boring
4 Bon # 0 Pit Ground surface elev 108.94 ft Depth to limiting factor 0 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft'
In Munsell Ou Az Cont Color Gr Sz Sh 'Eff#1 'Eff#2
1 0-10 10YR 3/2 - sil 3fsbk mfr cs 3f-vf 0.6 0.8
2 10-21 7.5YR 3/6 mtf 7.5YR 5/6 S 10YR 5n I-cl 2mabk mfi gs 1vf 0.4 0.6
3 21-34 7.5YR 3/6 c2d 7.5YR 4/6&10YR 5/1 sl l csbk mfr - 1 of 0.4 0.7
(A+0"SITE)
'Horizon 3 had 5%rock
5 Boring# 0 Boring
❑Pil Ground surface elev ft Depth to limiting factor_in.
Soil Application Rate
Horizon Depth Dominant Color Redox Descnption Texture Structure Consistence Boundary Roots GPD/Ft2
In Munsell Ou Az Cont Color Gr Sz Sh •Eff#1 'Eff#2
•Effluent#1 =BOD.>30 s 220 mglL and TSS>30 5 150 mg/L • Effluent#2 =BOD. >30 s 220 mg/L and TSS>30 5 150 mg/L
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Soil Interpretive Determination Report
Prepared for:Jake Peterson(Buyer)
Site Location: TBD 54'AVE Woodville, WI 54028
Legal: Lot 2 Woodview Ridge NE SE 504 T26N R16W Town of Eau Galle
Evaluation Date:6/13/20
Introduction:
On 6/13/20 a soil and site evaluation were conducted at the above-described site to relocate a suitable
area for a new Private Onsite Wastewater Treatment System (POWTS). A soil test and Interpretive
Determination Report(IDR) was completed in May 2006 by Gottfried Environmental and approved by
WI DSPS(Leroy Jansky). The new landowner desires to locate the home and driveway in the area where
the previous soil test and IDR were completed.This Interpretive Determination Report is intended to
determine whether soil conditions lower in elevation on the site are significantly different from those in
the initial test area.A series of 4 soil pits (including 1 pit within the previous test area)were excavated
and the soil conditions were described according to the requirements of SPS 385.20 and SPS 385.30.
None of the observed test pits demonstrated a clear four-inch (or greater)subsoil horizon (B-Horizon)
below the topsoil (A-horizon) that lacked the presence of redoximorphic features. Per SPS 385.30.2(b),
Unless otherwise determined under s. SPS 385.60, the highest elevation of seasonal soil saturation shall
be the ground surface where redoximorphic features are present within 4 inches of any of the following:
1. An A horizon that extends to the ground surface.
2. The lower boundary of overlying fill material where no buried A horizon exists.
3.An A horizon buried by overlying fill material
The purpose of this soil Interpretive Determination Report is to review geologic, hydrologic, and
topographic site conditions to determine current conditions of periodic soil saturation and assess their
effect upon the potential operation of a POWTS.
Local and Site Hydrology:
The property is located within the Lousy Creek watershed, which is a sub-watershed of the Eau Galle
River major watershed.This area drains primarily southeast before eventually entering the Eau Galle
River.
Drainage in the tested area is aided by rolling slopes that range from 8-10%grade. Slopes are primarily
convex-convex or convex linear in shape and most on-site drainage flows south towards road drainage
ways following along interstate 94 which abuts the property to the south. There are no water features
on the property. Per St Croix County GIS data, no portion of the property is a delineated wetland.There
are some mapped wetlands and wetland indicator points about a half-mile north and east of the site
(see attachment 1). The test area does not appear to have hydric soils or wetland indicator vegetation.
Furthermore,the area is not a "depressional landscape" normally associated with wetlands.The tested
area does not appear to be a wetland.
Historical Geomorphology:
This area of ST Croix County was formed by ground moraine deposits during the last Wisconsin Glacial
Episode occurring 12,000 to 15,000 years ago. Glaciation resulted in erosion,deposition, stream erosion,
and other processes that influenced the type, quantity, and quality of the subsurface soil "parent
materials."Wisconsin is divided into 5 primary soil regions based on geographic location, broad
vegetation type (forest vs. prairie)and texture of parent materials.These 5 primary regions are further
broken down into 11 sub-groups based on cover types of texture classes.The soils of this area of St Croix
County belong to Soil Regions F which is characterized by Glossudalfs on forested silty upland and plains
(Bockheim,J. G., & Hartemink,A. E. (2017). The Soils of Wisconsin. Springer Publishing).
The parent material of the tested area consists of windblown loess and silty lacustrine deposits laid over
a dense sandy loam till (see attachment 2). Though the top soils in the area express good soil structure,
the underlying glacial till subsoils are dense and very firm as a result of the previous glacial activity.
Soil Mapping:
USDA Web Soil Survey data classify the soils in the tested area as a Skyberg Silt Loam.The Skyberg series
consists of very deep, poorly drained soils that formed in 25 to 75 centimeters of silty and loamy
sediments and the underlying glacial till.These soils are on linear and concave slopes on dissected till
plains.The Skyberg series is a Mollic Epiaqualf subgroup of the Alfisol soil order. Epiaquic soils are
characterized by wet conditions("aquic")which are generally saturated from above ("epi") (see
attachment 3). These soils can often be hydric and found in or around wetlands.The slopes in the
observed area have likely aided drainage adequately to prevent wetland or hydric soil conditions from
forming here. Soils are dense in the till below, but maintain weak structure and are generally not
"massive."
Soil Conditions and Surface Water Flow:
Surface and subsurface drainage from the site flows primarily south towards the 194 corridor as
indicated on the topographic maps. Overall,the soil evaluation results revealed a relatively consistent
topsoil and subsoil regime throughout the test area.
Topsoil (A-Horizon)depth ranged from 0-13 inches and was medium to dark brown (10YR 3/3, 10YR
3/2).Topsoil texture was mainly silt loam with strong to moderate granular structure. A few faint 2.5YR
4/6 redoximorphic features were observed in the brown top soils at Borings 1 and 3. The soils in horizon
2 for each of these borings bordered on being a 10YR 4/3 subsoil but were ultimately determined to be
a 10YR 3/3 topsoil color and not a subsoil given their lack of a distinction from the top soil above.The
visible presence of Redoximorphic features in the darker top soils at a depth of 7 inches indicates that
where soils are saturated for long periods time, Redoximorphic features will be visible even in the darker
brown top soils.The lack of visible Redoximorphic features in any of the top soils horizons above 7
inches indicates these soils are not likely saturated for a long enough period of time for the features to
develop.This indicates that there would be at least 6-7 inches of in-situ soil available to accommodate a
properly designed POWTS.
Subsoils (B-Horizon)were primarily light brown, to light reddish-brown clay loam and sandy clay foams
with moderate to weak structure. Soil structure deteriorated quickly as depth increased with most test
pits having massive silty to sandy clay loam soils underlying the silt loam. Redoximorphic features were
present throughout the subsoil horizons. Redoximorphic features began as few, fine, faint, and became
many to common large and distinct or prominent as depth increased. This indicates that "perching"
does take place, but likely for a shorter period of time. It also indicates that it is wetter longer at greater
depths and probably not as wet and for shorter durations nearer to the surface.
No fill soils were encountered. It does not appear that a building has ever been present in the tested
area.
It should be noted that western central Wisconsin has had a very wet spring including a 6" rain event
and "inland hurricane"all day-soaking 2-3 rain event within the two weeks leading up to the soil
observations. I have conducted numerous soil test within close proximity to this area within that time
frame and I would note that when I have encountered poorly draining soil conditions as of recent,the
pits have begun to immediately fill with water due to the saturated ground conditions. I was surprised
that none of the 4 pits I observed at this property showed any signs of water infiltration after being left
open for 2 hours and the soils were moist-to-wet but not completely saturated.This appears to indicate
soil saturation conditions are likely due to a tension saturation or a "perched" seasonal water table
condition which is likely most prominent in the early spring and not permanently saturated soil
conditions and also indicates that site slope and the strong soil structures are adequate to encourage
water movement downslope and away from the test site.
A review of previous soil tests conducted in the vicinity indicates similar soil conditions to those
observed.A soil Interpretive Determination report of completed by Gottfried Environmental in 2004
based on Art Wegerer's 2002 soil test report in the northeast corner of this property found similar"A+0"
soil conditions and treatment challenges. The soils in Boring 4 (in the area of the IDR completed in 2004)
were not significantly different or better for treatment than Borings 1-3 which were lower in elevation.
The soils in Boring 4(in the area of the previous soil test) were not significantly different or better for
treatment than Borings 1-3 which were lower in elevation. The findings, conclusions, and
recommendations of that report are included here for reference and were considered by myself in
preparation of this report(see attachment 4). It should be noted that given the contour length required
to achieve a low linear loading rate for the system recommended in the initial IDR and the location of
the borings in relation to the R-O-W easement and the east property line it would be difficult to site a 3
or 4 bedroom mound system in this location today without using additional technology to reduce the
mounds necessary footprint.
Conclusions/Recommendations:
The site appears to be impacted by a "perched"seasonal water table that is likely caused by the densic
sandy loam and sandy clay loam soils in the underlying till. Though Redoximorphic features are observed
throughout the subsoil, they were more prominent at greater depths indicating the upper horizons are
not wet as often and for a shorter period of time. Nowhere on the site was there a clear 4-inch horizon
below the topsoil and therefore the site is all "A+O." No Redoximorphic features were observed in the
upper 6-7 inches of soil. Overall,topographic relief on the site and soil structure in the topsoil horizons is
adequate to encourage water movement downslope and away from the test area.
Based on this information I would conclude that the upper 6 inches of topsoil are not seasonally
saturated and have the ability to properly accept and treat wastewater effluent to the standards of SPS
383. To prevent "toe leakage" and encourage effective infiltration into the subsoil strata, a long, narrow
mound system should be designed.
The following design criteria should be implemented in the proposed mound system design:
1. The mound should be long and narrow. Ideally, the distribution bed would not exceed 4.5 feet in
width to keep the linear loading rate below 4.5ga1/ft/day
2. The basal soil application rate should not exceed 0.2gpd/ft2
3. The mound should have a minimum 30-inch ASTM-C33 sand-lift
4. Pressure distribution should be level and orifice density should be kept as low as possible
(<10ft2/orifice)
5. Mound installation should only occur if soils are dry and friable to prevent smearing of the soil
and compaction of the subsurface soil structure. Installation should be avoided during the spring
of the year if at all possible
6. The site should be graded to divert surface water away from the mound system and downslope
basal area and roof drainage systems (gutters etc.) should be designed to outlet away from the
mound area
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ATTACHMENT 2 •
Soil Map—St.Croix County,Wisconsin
Map Unit Legend
Map Unit Symbol I Map Unit Name Acres in AOI l Percent of AOI
AmD2 Amery loam.12 to 20 percent 1.3 1 0%
slopes,eroded
AuA Auburndale silt loam,0 to 2 19.1 14.8%
percent slopes
FnB Freeon silt loam.2 to 6 percent 12.2 9.4%
slopes
MaB Magnor silt loam.0 to 4 6.0 4.7%
percent slopes
SaB Santiago silt loam.2 to 6 45.6 35.3%
percent slopes
SaC2 Santiago silt loam,6 to 12 6.6 5.2%
percent slopes.eroded
•
SrA Skyberg silt loam,0 to 3 30.9 23.9%
percent slopes
VaB Vlasaty silt loam,2 to 6 6.5 5.0%
percent slopes
•
VaC2 Vlasaty silt loam,6 to 12 0.8 0.6%
percent slopes.eroded
Totals for Area of Interest 129.0 100.0%
USDA Natural Resources Web Soil Survey 6/15/2020
allm Conservation Service National Cooperative Soil Survey Page 3 of 3
• 6/15/2020 Official Series Description-SKYBERG Senes
ATTACHMENT 3
LOCATION SKYBERG MN+WI
Established Series
Rev. JFC-DMA-TWN
09/2006
SKYBERG SERIES
The Skyberg series consists of very deep, poorly drained soils that formed in 25 to 75 centimeters of silty and
loamy sediments and the underlying glacial till. These soils are on linear and concave slopes on dissected till
plains. Slope ranges from 0 to 2 percent. Mean annual air temperature is about 9 degrees C. Mean annual
precipitation is about 785 millimeters.
TAXONOMIC CLASS: Fine-loamy, mixed, superactive, mesic Mollic Epiaqualfs
TYPICAL PEDON: Skyberg silt loam,on a linear slope of I percent, in a cultivated field, at an elevation of
about 370 meters above sea level. (Colors are for moist soil unless otherwise stated.)
Ap--0 to 18 centimeters; black (10YR 2/I)silt loam, gray (10YR 5/1)dry; weak fine granular structure; friable;
slightly acid; abrupt smooth boundary. (13 to 23 centimeters thick)
E--18 to 36 centimeters; dark grayish brown (I OYR 4/2)silt loam; gray (I OYR 6/1)dry; weak thin platy
structure; friable; moderately acid; gradual wavy boundary. (0 to 15 centimeters thick)
Btgl--36 to 61 centimeters; dark grayish brown (2.5Y 4/2)silty clay loam; weak and moderate medium
subangular blocky structure; friable; common distinct very dark grayish brown (10YR 3/2) clay films on faces of
peds; few fine distinct brown (10YR 4/3)masses of iron accumulation; strongly acid; gradual wavy boundary. (0
to 38 centimeters thick)
2Btg2--61 to 76 centimeters; dark grayish brown (2.5Y 4/2) loam;strong fine and medium prismatic structure
parting to strong medium and coarse angular blocky; firm; common distinct very dark grayish brown (IOYR 3/2)
clay films on faces of peds; many thin gray (10YR 5/1)sand and silt coats on faces of peds; many fine and
medium distinct light olive brown (2.5Y 5/6) masses of iron accumulation; about 6 percent rock fragments;
strongly acid; gradual wavy boundary.
2Btg3--76 to 107 centimeters; dark grayish brown (2.5Y 4/2) loam; strong fine and medium prismatic structure
parting to strong medium and coarse angular blocky; firm; few distinct very dark grayish brown (10YR 3/2) clay
films on faces of peds; many thin gray (10YR 5/1) sand and silt coats on faces of peds; many medium prominent
yellowish brown (10YR 5/8) masses of iron accumulation; about 4 percent rock fragments; moderately acid;
gradual wavy boundary. (Combined thickness of the 2Btg horizon is 20 to 51 centimeters.)
2BCg--107 to 117 centimeters; dark grayish brown (2.5Y 4/2) loam; strong coarse prismatic structure parting to
weak medium angular blocky; firm; many coarse prominent yellowish brown (I OYR 5/8) masses of iron
accumulation; about 4 percent rock fragments; neutral; gradual wavy boundary. (5 to 75 centimeters thick)
2BC--117 to 152 centimeters;yellowish brown (I OYR 5/4) loam; moderate coarse and extremely coarse
prismatic structure dissected by few oblique fractures; very firm; few fine distinct light gray (I OYR 7/2)
carbonate threads; many fine distinct yellowish brown (10YR 5/8) masses of iron accumulation; about 6 percent
rock fragments; slightly effervescent; moderately alkaline.
TYPE LOCATION: Major Land Resource Area(MLRA) 104-Eastern Iowa and Minnesota Till Prairies,
Freeborn County, Minnesota subset; about 3 miles north of London; located about 1,390 feet south and 2,600
Mtps://easoilresource.lawn.ucdavis.edWade/?series=skyberp 1/5
6/15/2020 Official Series Description-SKYBERG Series •
feet west of the northeast corner of section 1,T. 101 N., R. 19 W; USGS London topographic quadrangle; lat. 43
degrees 34 minutes 58.7 seconds N. and long. 93 degrees 03 minutes 32.4 seconds W., NAD 83.
RANGE IN CHARACTERISTICS:
Depth to glacial till--25 to 75 centimeters
Depth to carbonates--I00 to 200 centimeters
Clay content in the particle-size control section (weighted average)--20 to 30 percent
Sand content in the particle-size control section (weighted average)--25 to 45 percent
Special feature--some pedons have a stone line or thin layer, 2 to 13 centimeters thick of gravelly and sandy
materials at the base of the silty or loamy sediments
Ap or A horizon (when present).
Hue--10YR
Value--2 or 3
Chroma--I or 2
Texture--loam or silt loam
Clay content--I8 to 27 percent
Sand content--5 to 40 percent
Rock fragment content--0 to 10 percent
Reaction--moderately acid to neutral
E horizon (when present):
Hue--I OYR or 2.5Y
Value--4 or 5
Chroma--1 to 3
Texture--loam or silt loam
Clay content--I8 to 24 percent
Sand content--I 5 to 45 percent
Rock fragment content--0 to 10 percent
Reaction--moderately acid or slightly acid
In cultivated areas, the E horizon may be mixed in the Ap horizon
Btg horizon:
Hue--I0YR or 2.5Y
Value--4 or 5
Chroma--2
Texture--silt loam, silty clay loam or loam
Clay content--20 to 32 percent
Sand content--I 5 to 45 percent
Rock fragment content--0 to 10 percent
Reaction--very strongly acid to moderately acid
2Btg horizon:
Hue--10YR or 2.5Y
Value-4 or 5
Chroma--2
Texture--loam, clay loam,or sandy clay loam
Clay content--20 to 30 percent
Sand content--25 to 55 percent
Rock fragment content--2 to 15 percent
Reaction--strongly acid to slightly acid
2Bt horizon(when present):
Hue--I OYR or 2.5Y
httpsl/casoilresource.lawr.ucdavis.edu/sder?series=skyberg 2/5
• ATTACH M ENT 4 Safety and Buildings Division
4003 N.Kinney Coulee Rd
commerce.wigov La Crosse WI 54601-1831
www.cornm erce.state.wt.us/sb
isconsi n Jim Doyle,Governor
Department of Commerce Cory L.Nettles,Secretary
r
RECEIVED
May 18,2004
CUSTIDNo. 42258 JUN 0 i 2004 A777v:: Inspector
ELI M GOTTFRIED CROIX CU 1NT
GOTTFRIED ENVIRONMENTAL ZONING OFFICE ZONING OFFICE
124 1/2 GRAHAM AVE - ST CROIX COUNTY SPIA
PO BOX 1645 1101 CARMICHAEL RD '
EAU CLAIRE WI 54702-1645 HUDSON WI 54016 I , •
r` \
CONDITIONAL APPROVAL e ;� - I ; .I PLAN APPROVAL EXPIRES: 05/18/2006 r'^ ' lr�.� k
Transaction ID No.967078
SITE: Elizabeth Christensen -� Site ID No.670567
County Highway BB Sites: nd • r 1 t;'� Ij.:. .
Town of Eau Galle,St Croix County f r •`'I '
NE 1/4,SE 1/4, S4,T28N,R16W �� _ r�ll�t��
D. Pki-
FOR: Object Type: Soil Saturation�Det rtninat IFegu aced bjecf4D No.:941615 ��� •
The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes
and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner,as defined in
chapter 101.01(10), Wisconsin Statutes,is responsible for compliance with all code requirements.
The following conditions shall be met during construction or installation and prior to occupancy or use:
I. Approval is hereby granted pursuant to Comm 85.60(2),Wis. Adm.Code to estimate the depth to seasonal soil
saturation based on an interpretative determination. This approval and determination negates the requirement in
Corn 85.30(2)(b),Wis.Adm.Code to designate the ground surface as the highest level of saturation when
redoximorphic features are less than 4 inches below the bottom of the A horizon.
2. At least 30 inches of sand lift on top of a 6 inches minimum of unsaturated in-situ soil for adequate treatment
and dispersal is required.
3. The basal soil application rate shall be 0.2 gpd/ft^2,and the linear loading rate 4.0 gpd/foot.
4. Chisel plowing to a depth of 12 inches immediately prior to sand placement is required to improve vertical water
movement into the soil solum that is weakly structured and sometimes platy,as well as slowly permeable.
5. Landscaping up slope of the mound shall be incorporated into the overall mound design to divert surface water
drainage around the mound system.
6. Mound side slopes shall be at least 4:1 rather than the typical 3.1 slopes.
7. This approval shall remain valid unless the site is altered in such a way that the depth to soil saturation would
change of if saturated conditions were observed for seven consecutive days at depths less than 3 feet below the
infiltrative surface of the POWTS distribution component.
8. This approval in no way relinquishes the use of color patterns to estimate the depth to high groundwater on any
other parcels or portions of parcels.
9. A copy of this approval letter and attachments must accompany the mound system plans for this site.
ELl M GOTTFRIED Page 2 5/18/04
A copy of the approved plans,specifications and this letter shall be on-site during construction and open to
inspection by authorized representatives of the Department,which may include local inspectors. If plan index sheets
were submitted in lieu of additional till plan sets,a copy of this approval letter and index sheet shall be attached to
plans that correspond with the copy on file with the Department. All permits required by the state or the local
municipality shall be obtained prior to commencement of construction/installation/operation.
In granting this approval the Division of Safety&Buildings reserves the right to require changes or additions should
conditions arise making them necessary for code compliance.As per state stats 101.12(2),nothing in this review
shall relieve the designer of the responsibility for designing a safe building,structure,or component.
Inquiries concerning this correspondence may be made to me at the telephone number listed below,or at the address
on this letterhead.
Sincerely, Fee Required S 100.00
ReceivedB S 100.00
, Balance Due S 0.00
Leroy G. ky, Wastewater S alist
Integrated Services Bureau
(715)726-2544 Voice
Ijansky@commerce.state.wi.us
cc: Leroy G.Jansky, Wastewater Specialist,(715)726-2544
• Wisconsin Department of Commer7QRl^'11, SOIL EVALUATION REPORT Page ) of 3
Dhridon of Safety and Buildings V 1 L
in accordance with Comm 85,Ws. Adm. Code
County jT 2
. C (�1X
Attach complete site plan on paper not less than 8 1/2 x 11 Inches in size.Plan must
induce,but not limited to:vertical and horizontal reference point(BM),direction and Parcel I.D. - '-
perce1t slope,scale or dimensions,north arrow,and locaton and distance to nearest road. Oa • D /- /2,E-6
Please print all information. Reviewed b • I Date
PersoiN- ybi Die may be or purposes(Privacy Law.s 15.04(1)(m)) rye,
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CST Name(Please Print) S lure CST Number
Arthur L. Wegener Z o z-141 220254
Address W e g e r e r Soil Testing &. Design Service Date Evaluaben Conducted Telephone Number
421 N. 'lain St . River Falls , WI 54022 2-- 2.6-02 715-425-0165
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The Deparimcnt of Commerce is an equal opportunity service provider and employer. If you need assistance to access serviCel or
need material in an alternate format,please contact the department at 608-266-3151 or TTY 608-264-8777.
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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.
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PLOT PLAN Page 3 of 3
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CeCe Rudnicki
Wastewater Specialist =i'm •
Department of Safety and Professional Services 1$
Division of Industry Services
608-400-3186 Phone 3,
elizabeth.rudnicki@wisconsin.gov Email
DATE
COUNTY
July 2,2020 INSPECTION St. Croix
REPORT Town of Eau Galle
SITE ADDRESS PARCEL NUMBER PROFESSIONAL
S4th Avenue, Lot 2 Wodview 008-2011-02-000 Ryan Bechel,Soil Tester
Ridge NE-SE-S4-T28N-R16W
OWNER NAME TYPE Of ONSITE TRANSACTION NUMBER
Jake Peterson Soils verification DIS-062020409
INSPECTOR NAME OTHERS ONSITE
CeCe Rudnicki Kevin Grabau, Ben Hetzel, Kelly
COMMENTS
Interpretive Determination Report received from Ryan Bechel. Onsite to verify soil and site
conditions.
Mound site is hay field on a southerly slope. Location had received 5+ inches of rain a few days prior
to the onsite. There was no evidence of saturation in the soils at the time of inspection.
I checked three locations in the proposed mound area with a tiling spade and found a 10yr3/3 topsoil
with faint redoximorphic features at 7" in the most easterly hole. In the middle and most westerly
holes, mottles were not observed until 10".
This site is suitable for an A+0" mound system installed when the soils are dry with at least 30"of
ASTM C33 sand installed between the system elevation and the contour.The site must be protected
from vehicle traffic/compaction at all times.The conditions in the soil saturation report approval
must be followed.
Contact me with any questions.
OCI t -
CeCe Rudnicki, Wastewater Specialist
PAGE 1 of 1