HomeMy WebLinkAbout002-1013-95-400 (2)
VVisdorlsin Department of Safatifd_ pratessional services C $7 - a 0 I
DivisionoOndisny.SeMCes,
SOIL EVALUATION REPORT page I of 4
in accordance with SPS 383, IASs. Adm. C4-
Attach complete site plan on Cokmty ST. CROIX
p paper not less than 8 1/2 x 11 inches in size. Plan must
include, but not limited. to, veriest and horizontal reference point (SM), direction and P M y e 6 ,YEN DIN )
percent slope; scale or, d nrwnslorts,Jlorfh arrow, and location and distance to nearest road.
716 9-
Please print all intonation. Rem by Dat
Personal ini0 matmn you Provide may be used fur secondary Purposes (Prrvaty Low, e. 15.04 (1) (m)). ` , g' ~G
Property Owner Property Location /
COREY BAUER Govt. Lot Sr 1/4 S - 1/4 S T 29 N R 16 E (or)
Property Owner's Mailing Address Lot # Block # Subd. Name a CSM#
2397 30th Avenue 4 (Pending)
City State Zip Code Phone Number ity []Village own Nearest Road
Baldwin WI 54W2 ( 715) 497 - 6994 1 Wth Street
E] Now Construction Use>Ej Residential / Number of bedrooms, N K Code derived design flow rate NK GPD
Replacement Pubic or commercial - Describe:
Parent materiel sandy loans till _ Flood Plain elevation if applicable NA fl.
General comments
and recommendations: Mound System - 0.4c loading rate w/2.34 ft. sand fill
zo't-
INTERPRETIVE DETERM1NATiON REQUIRE..D.
Bering # 0 Boring
Q Pit Ground surface elev. 94.25 fl. Depth to limiting factor 9 in.
Sal Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Coreistence Boundary Roofs GPD/8'
in. Munsell Ou. Sz- Cont. Color Gr. Sz. Sh. 'Ef191 'Eff#2
1 0-9 7,5YR2.5/3 sil 3fgr nlfr cs 3vf-co 0.6 0.8
2 9-14 10YR4/3 cold IOYR4;6 sil 2fsbk mfr as Ivf-m 0.6 0.8
3 14-18 5YR4/4 mtd2.5YR4i6 scl Ifabk
mfr 0.2 0.3
F-2 ] Boring # ❑ Boring 9
0 Pit Ground surface elev. 9o 8. Depth to limiting factor in.
Sal Application Rate
Horizon DepthDominant Color Consistence
Redox Description Texture Structure
Boundary Roots GPDIR'
in. Munsoll pu. Sz. Cant. Color Gr. Sz. Sh. 'Etf#1 'Etf#2
1 0-9 7.5YR2.5/3 sil 3fgr mfr cs 3vf-co 0.6 0.8
9-14 10YR4/3 mldlnYR4/6 sil Ifabk mfr Ivf-f 0.4c 0.6
' Effluent #1 = BOD > 30:< 220 mot and TSS >30 1150 rrrgrt ' Effluent #2 = BOO < 30 rrVL and TSS < 30 rrg/L
CST Name (Please Print) Sign CST Numher
M
ARY JO HUPPERT Hollister's Soil'festin &Desi n 224832
Address
Date Eval 'o ondu d Telephone Number
28497 King Arthur's Court, Danbury, WI 54830 09-24,2019 715-426-1775
SRnatilo 1R6W 131
4
Property Owner BAUER, Corey (Lot 4) Parcel ID # (Pending) P
3 Boring #U~~ age _of
❑ Pit Ground surface elev. /dO. (a0 R. Depth to Wilting factor in.
Sal Application Rate
Horizon Depth Dominant Color Redo)( Description Texture Structure Consistence Boundary Roots GPDrff
in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. 'Eff#l 'Eff#2
1 0-8 7.5YR2.5/3 - sil 3fgr mfr Cs 3vf-co 0.6 0.8
2 8-16 1OYR4/3 mid IOYR4i6 sil Ifabk mfr - Ivf-f 0.4c 0.6
❑ Boring # Boring
Pit Ground surface elev. R Depth to Inviting factor _ in. Soil Am-Acabon fate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
in. Munsell Qu. S7. Cont. Color Gr. Sz. Sh. 'EfWI 'EW
❑ Boring # Boring
Pit Ground surface elev. R. Depth to limiting factor in.
Shccation Rate
Horizon Depth Domnant Color Redox Description Texture Structure Consistence Boundary Rods GPI/R
in. Munsell Qu. Sz Cont Color Gr. Sz. Sh. 'Ef1#1 'EM
Effluent #1 = BOD,> 30 < 220 Trot and TSS -30 < 150 ffpt ' Etl wd 02 = BODE < 30 rg& and TSS f 30 nWL
M[WLWix07'13)
Plot Plan Page 3 of /7/
I
PROPERTY OWNER: ColeEy ~uEK 1• A 40 FT.
(except where noted)
Legal Description: T y , Lee, OF Tt+ E 5611 SF-c', O(o T 291 / I = backhoe pit
-70wb) OF 1"-5-, LOI/.) If,; ,.•r L/.;
~ouN+~r wr• r~pslnl (North
h.uMSO 100, nc
$M 4 170P OF 7'I .7r, z-,5
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Site location:
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v"•d° 5.. DIVISION OF INIM ldY SI RVIG S
10541 N RANCH RD
HAYWARD WI 54843-6462
Q.,Ixa 7hnxS/, RN:ry
O W W W. WISCOn51n QDv
i"4ir(i eau r>,
SCDIt WN[b, OWlrlror
Laura Gutltrrez, Se Fetwy
November 27, 2018
CONDITIONAL APPROVAL.
PLAN APPROVAL EXPIRES: (no expiration) Conditionally
Plan Review: DIS-I 119034th APPROVED
(v9AKY JO IICPPLItT DEPT. OF SAFETY AND PROFESSIONAL
SERVICES
DIVISION OF INDUSTRY SERVICES
SITE: C~O~ Z /Y 14nj1('1 `7 f~~rll
Cores Bauer Lot 4
Saint Croix Counts SEE CORRESPONDENCE
fown of Haldwin
FOR:
Interpretive Determination
The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes
and Wisconsin Statute. I he submittal has been CONDITIONALLY APPKOVL.D.
Approved depth to saturation: 8 inches
In ranting 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 scats 101. 12(2), nothing in this review
shall relieve the designer of the responsibility tot designing a sale building, structure, or component.
Inquiries concerning this cot'respondence may be made to nle at the telephone number listed below. or at the address
on this letterhead.
The above left addressee shall provide a copy ofthis letter and the POWI'S management plan to the owner and any
others who are responsible for the installation, operation or maintenance of the POW I S.
Sincerely.
Ld Taylor
POW I S Wastewater Specialist, Division of Industry Services
(715)634-3484
Lot 4, C.S.M., Vol. 22, Pg. 5296
SOIL INTERPRETIVE DETERMINATION
(Pursuant to D.S.P.S. 385.60 (2), W.A.C,)
CORY BAUER PROPERTY
LOCATED IN THESE 1/4 OF THE SEl/4, SEC. 06, T29N, R16W
IOWN OF BALDWIN, ST. CROIX COUNTY
A required soil evaluation has been completed for Lot 4, C.S.M., Vol. 22, Pg. 5296. This report addresses
conditions described under SPS 385.30 (2)(b)1., Wisconsin Admin. Code. Soil profile descriptions and a
site map are attached.
The site is in a Freeon silt loam map unit of the USDA Web Soil Survey.
Both the map unit description for St. Croix County and the USDA official series description for Freeon
soils specifies a moderately well drained drainage class with a minimum expected depth to seasonal
saturation occurring at 2.0 feet.
Subsoil color patterns, however, observed in sample profiles on the site, a chroma 3 matrix interspersed
with Fe-oxide accumulations and depletions immediately beneath the "A" horizon, indicate a somewhat
poorly drained drainage class. The observed soil conditions most nearly conform to the somewhat
poorly drained Magnor series which has an expected minimum depth to seasonal saturation of 1.0 foot
according to the official series description. The Magnor soils are specified as geographically associated
soils of the Freeon series.
Free water rarely encroaches into the "A" horizon of soils with somewhat poorly drained moisture
regimes. This generalization is consistent with the Magnor official series description.
The observed eight-inch depth to redoximorphic indicators of saturation is greater than the six-inch
minimum required for in situ soil to install a POWTS (Private Onsite Wastewater Treatment System) per
SPS 383.44 (3)(b), Wisconsin Admin. Code.
Submitted by:
/ oCLi, ~X / tc- Conditionally
APPROVED
Mary Jo Huppert DEPT. OF SAFETY AND PROFESSIONAL
SERVICES
Designer: 1859-007 DIVISION OF INDUSTRY SERVICES
CST: 224832 <7~Yd
Dated: 10-22.2018
SEE CORRESPONDENCE
Wrsconsm Department of Safety and Professional Services
Division of Industry Services
SOIL EVALUATION REPORT Page of 4
in accordance with SPS 383, Wis. Adm. Code
County ST. CROIX
Attach complete site plan on paper not less than 8 112 z 11 inches in size. Plan must
include. but not limited to vortical and horizontal reference point (BM), direction and Parcel I.D. (PENDING)
percent slope, scale or dimensions, north arrow. and location and distance to nearest road -
Please pf%fit all ifrt'OrMaflofl. Reviewed by Date
Peraoral mroimals q you provMe maybe u wed for se cmdary?urposes (Privacy Law• s. 15.04 (1) (.m))
Property Owner Property Location ❑ ❑
COREY BAUF,R Govt. Lot SE 1/4 SE 114 S 06 T 29 N R 16 E (or) W
Properly Owner's Mailing Address Lot # Block # Sobel. Name or C' M
2397 30th Avenuc 41 (Pending)
City State Zip Code Phone Number iry ~Ullay¢ Town Nearest Road
Baldwin l WI l 54002 11 715) 497-6994 I I hhStreet
New Construction UseQ Residential/ Number of bedrooms NK Code derived design flow rate NK GPD
Replacement Public or commercial - Describe.
I Parent material - sandy loam till Flood Plain elevation if applicable AI A
ft.
l comments
and recommendations Mound System 0.4c loading rate wi2.34 ft. sand fill
and .
iNT•ERPRL•'FIVE DETERMINATION RFQUIRFD.
_ I
Boring # ❑ Boring
a Pit Ground surface elov. 17. z ft_ Depth to irriting factor - . - in.
Sal Application Rate_
Horizon Depth Dominant Color Redoz Description Texture Structure Consistence Boundary Roots GPD/R
in. Munsell Ou. Sz. Cont. Color Gr. Sz Sh. 'EWf1 'Eff#2
1 0-9 T5YR2.5/3 - sit 3fgr mfr cs 3vf-co 0.6 0.3
2 9-14 I0YR4ir3 mid 10YR4~n sil 21-sbk mti
as Ivf-m 0.6 0.3
3 14-13 SYR4%4 i» Id 25rR4 c SO I fabk mfr 0.2 0.3
t--
Boring # 11 Boring 9
L] ' Pit Ground surface elev.-yy. 90 8- Depth to limiting factor in,
Soil ADDlication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDSF
in. Munsell On. Sz. Cont. Color Gr. Sz. Sh.
'EItiY1 'Ef#f2
I 0-9 7,5YR2.5;3 sit 31gr mfr Cs 3vf-co 0.6 0.8
2 9-14 1OYR4.!3 oddloYR4~e sit Itabk ntft Ivry 0.4c 0.6
Effluent #1 = BOD > 30 < 220 rrg/L and TSS >30 < 150 mg& • Effluent 02 = BOD < 30 rrg/L and TSS1 30 rmrL
CST Name (Please Print) Sign / CST Number
MARY JO HUPPERT (Hollister's Soil Tcsung&Dcsign)
Address 224832
Dale Evaluation C ucted Telephone Number
28497 King Arthur's Court. Danbury. R`I 54830 09-24,2018 715-42(.1775
Prop erty Owner BAUER, Corey (Lot 4) Parcel ID (Pending) Page 2 of I
_ _ _ # ~
Boring# UBoring
' Pit Ground surfaceelev. /cC. G~CI ft. Depth to limiting factor 8 in.
Soil A ication Rate
Horizon Depth Dormant Color Redox Descriptor. Texture Structure Consistence Boundary Roots GPD/ff
io. Munsoll Cu. Sz. Cont. Color Gr. Si. Sh- -Eff#1 -Eff#2
1 0-8 7.5YR2.5f3 sit 3fgr mfr CS 3vl'-co 0.6 0.8
2 8-16 I0YR4;3 nild IOYR416 sit IfaR mfr Ivf-f 0.4c 0.6
❑ Boring If e Boring
Pit Ground surface elev. ft. Depth to limiting factor in.
Sal A licahon Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/f `
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. -Etfif l Eff#2 t
Boring
Boring # Ground surface elov. ft. Depth to inifing factor in
F-I .
Pit Sail Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDAF
in. Munsel) Qu. Sz Cent Color Gr Sz Sh. 'Eff#1 'Eff#2
I
Effluent #1 = BOD,> 30 < 220 mg& and TSS >30 < 150 mgrL ' Effluent #2 = SOD, 130 mg/L and TSS < 30 rng/L
SbbX3)O JRUS 131
r1UL rid(1 Page of
PROPERTY OWNER: 1" 40 FT.
(except where noted)
legal Description:= backhoe pit
North
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Site location:
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Cray Bauer
oast M of the Southeast M of Section 6, Township 29
range 16 West; Town of Baldwin, St. Croix County,
4isconsin. LWAY.as
Lot ; - 29.895 Acres - 9,302239 Sq. R
29.151 Acres - 9, 269,807 Sq. R. Enc. Rosd R O. W
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