HomeMy WebLinkAbout020-1478-14-000 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix
Safety and Building Division
INSPECTION REPORT Sanitary Permit No:
538818 0
GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No:
Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)].
Permit Holder's Name: City Village X Township Parcel Tax No.
Oeverin Homes LLC, c/o Kenneth J. Oeverin Hudson, Town of 020 - 1478 -14 -000
CST BM Elev: Insp. BM Elev: BM Description: Section /Town /Range /Map No:
13.29.19.3013
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER „ti' CAPACITY STATION BS HI FS ELEV
Septic / f J J y",,� / / � M Benchmark 4 7 /- f j G u�.�
• j Alt. BM � t /
V 3.3 75• �#S
Aeration Bldg. Sewer I Z • 3
1
Holding St /Ht Inlet 7,
7
TANK SETBACK INFORMATION St/Ht Outlet 7.
TANK TO t j Pb WELL BLDG. Vent to Air Intake ROAD Dt Inlet
Septic Dt Bottom
Dosing Header /Man. 7.(4p
Aeration Dist. Pipe 7. /
Holding Bot. System
rs�.../
Final Grade
PUMP /SIPHON INFORMATION �� 5 �yi Z
Manufacturer Demand St Cover 2 yt� it
GPM Fi G 3.
Model Num r t -
$. 5 76 -, Z
7T ft n Loss S st TH Ft 117 410. -05
Forcemain Length Dia. I Dist. to Well �•
SOIL ABSORPTION SYSTEM Z7 5.0
BED /TRENCH Width N ngth No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth
DIMENSIONS SETBACK SYSTEM TO P/L JBLDG WELL LAKE /STREAM LEACHING Manufacturer:
INFORMATION Type f System: CHAMBER OR
O -Z\ A�4 Model Number:
✓� � lsG 1 1 . 3 3 1 ��J 1
DISTRIBUTION SYSTEM /) b f- AV
Header /Manifoy It Distribution x Hole Size x Hole SpaciBg Vent to r Intake l
Length Dia L ngth \ Dia \ Spacing \ \ `
— SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Q _
Depth Over / Depth xx Depth of xx Seeded /Sodded xx Mulched
Bed/Trench Center Bed/Trench Edges Topsoil J s No I Yes No
, COMMENTS : (Include code discrepencies, persons present, etc.) InApection #1: / / Inspection #2:
may— • J
Location: 876 Hillside Trail Hudson, WI 4016 (NE 1/4 SE 1/4 13 T29N R19W) ft an 1st Addit� Lot 2�I�a/ o: I N 3. 19.P13,
1.) Alt BM Description = �•,, j � � c.0 �A.:�;j �•' 1 Q Cjk 0 �-- �
2.) Bldg sewer length = 3 ^ Z (O + Z 7 [JO • t
- amount of cover = ��
TZ 6 �`cS c,Ce. a lvo ��. 9 SC7 raL-
--
--
I2�
Use other side for additional information.
SBD -6710 (R.3/97) Date Insep or's Sig re Cert No
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix
Safety and Building Division
INSPECTION REPORT Sanitary Permit No
538818 0
GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No
Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)].
Permit Holder's Name: City Village X Township Parcel Tax No.
Clevering H omes LL C, c/o Kenneth J. Oeverin I Hudson, Town of 020 - 1478 -14 -000
CST BM Elev: Insp. BM Elev: BM Description: Section /Town /Range /Map No
13.29.19.3013
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV
Septic Benchmark
Dosing Alt. BM
Aeration Bldg. Sewer
Holding
St/Ht Inlet
St/Ht Outlet
TANK SETBACK INFORMATION
TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet
Septic Dt Bottom
Dosing Header /Man.
Aeration Dist. Pipe
Holding Bot. System
Final Grade
PUMP /SIPHON INFORMATION
Manufacturer Demand St Cover
GPM
Model Number
TDH Lift Friction Loss System Head TDH Ft
Forcemain Length Dia. Dist. to Well
SOIL ABSORPTION SYSTEM
BEDITRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth
DIMENSIONS
SETBACK SYSTEM TO P/L BLDG WELL LAKE /STREAM LEACHING Manufacturer:
INFORMATION Type Of System: CHAMBER OR
Y UNIT Model Number:
DISTRIBUTION SYSTEM
Header /Manifold Distribution x Hole Size x Hole Spacing Vent to Air Intake
Pipe(s)
Length Dia Length Dia Spacing
SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only
Depth Over Depth Over xx Depth of xx Seeded /Sodded xx Mulched
Bedrrrench Center Bed/Trench Edges Topsoil Yes No ? Yes No
LL-1
COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: / / Inspection #2:
Location: 876 Hillside Trail Hudson, WI 54016 (NE 1/4 SE 1/4 13 T29N R1 9W) Alexander Meadows 1st Addition Lot 27 Parcel No: 13.29.19.3013
1.) Alt BM Description =
2.) Bldg sewer length =
- amount of cover =
Plan revision Required? ❑ Yes FE-1 No
Use other side for additional information.
Date Insepctor's Signature Cent No.
SBD -6710 (R.3/97)
commeree.mr goV Safe and Buildings Division County
201 W. W hington Ave., P.O. ox�
i seo n s n A U G 1 2 2011 M• son, WI 537nt 07 -71 r Permit Number (to to filled in by Co.)
Departme of Com
Sanit N 4 1i ation State Transaction Number
In accordance with s. Comm. 83.21(2), Wis. Adm. Code, submission of this form to the appropriate governmental 16 V
unit is required prior to obtaining a sanitary permit. Note: Application forms for state -owned POWTS are Project Address (if different han mailing address)
submitted to the Department of Commerce. Personal information you provide may be used for secondary ��
ses in accordance with the Privac Law, s. 15.04(1 )(m), Stars. 0 V( � �lSl 1 rp.; l
I. Application Information - Please Print All Information
Property Owner's Name Parcel #
DEG Yr �D17�
Property Owner's Mailing Address Property Location
Govt. Lot 1. 3 0/3 )
City, State Zip Code Phone Number
lei G c/ ) v r � N R /O irc le or W
II. ype of Building (check all that apply) r� r� /
or 2 Family Dwelling - Number of Bedrooms cX Subdivision Name
❑ Public /Commercial - Describe Use
❑ City of
❑ State Owned - Describe Use CSM Number ❑ Village of M
ta� 4 I Town of
III. Type of Permit: (Check only ont box on line A. Complete line B if applicable)
A.
�;, K7�ystern ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Exisi ing System (explain)
B. El Permit Renewal El Permit Revision El Change of Plumber ❑ Permit Transfer to New List Previous Permit Number : nd Date Issued
Before Expiration Owner
.0
IV. a of POWTS S stem/Com onent/Device: Check all that apply) ` tL4 & : 4 ! PrW(J s
N on - Pressurized In- Ground El Pressurized In- Ground ❑ At -Grade 11 Mound > 24 in. of suitable soil El Mound < 24 in. of suitable soil C.�...p
F1 Holding Tank IF] Other Dispersal Component (explain) ❑ Pretreatment Device (explain)
V. Dispersal/Treatment Area Information: 5e
rgn Flow (gpd) Design Soil Application te(gpdsfl Dispersal Ar ea Re uired (sf) Dispersal Area Proposed {sf) �Sy Eler • io
VL Tank Info Capacity in Total # of Manufacturer
G
rt
allons Gallons Units o
New Tanks Existing Tanks
Septic or Holding Tank
0
Dosing Chamber
VII. Responsibility Statement- L the undersigned, assum onsibility for installa of the POWTS shown on the attached plans.
Plumber' Name (Print) Plumber' ture MP/MPRS Number Business Phone Number
Plumber's Address (Street, City, State, Zip C e}
VIII. un /De artment Use Onl
proved tsapprov Permit Fee�j Date sued Issuing nt Signatur
caner Given Reason fo nial $ 17✓ • gjZ / `
IX. CondittReasons for Disapproval 3
h Septic tank, effluent filter and r f rb a t+ Ow►t e�.� .L..
- dispersal cell must all be services / maintained W1.4,
as per management plan provided by plumber.
2. Al'so0mck requirements must be maintained
as code / ordinanoea. �,` �' ct, IY. !a ✓:
Attach to complete plans for the system and submit to the County only on paper not less than 8 t x 11 inches in size
o n Ptak- 1 Pb", 4a -1` Jet`.
SBD -6398 (R. 02/09)
PLOT PLAN
PROJECT Oeverina Homes ADDRESS 1433 Cernohous Ave Suite A New Richmond Wi 54017
NE 1/4 SE 1 /4S 13 /T 29 N/R 19 W TOWN Hudson COUNTY ST. CROIX
MPRS Shaun Bird 226900 DATE 8/10/11 BEDROOM 3
CONVENTIONAL XXX IN- GROUND PRESSURE CONVENTIONAL LIFT HOLDING TANK
MOUND SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE
HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 651 # of chambers 32
BENCHMARK V.R.P. Top of 3/4" pvc pipe ASSUME ELEVATION 100° Filter BEST Filter
❑ BOREHOLE O WELL *H.R.P. Same as Benchmark
SYSTEM ELEVATION 92.0/91.0 4' below qrade
Well is to meet all
setbacks required by
WDNR
226'
Plans Designed Using 22'
Conventional Powts Alt.B.M. ,
Manual Version 2.0 B • * 22 5 B ' 2 Drainage easement to avoided
61 8
8' 4�'
211' 103' \ B -3
Vents \
12% Slope �
2 -3' X 66' cells
with >3' spacing
Pro 3
Bedroom
house 30'
ST
15 'B-1
Vent
>6 „ Quick4 Standard -W
of Cover Leaching Chamber
with 20.0 ft2 of Area
5.8ft ^2 /pair of end caps
4' Long 12"
Grade at System Elevation
34"
360' Property Line
Cover Page
Shaun Bird
Bird Plumbing Inc.
1008 192nd Ave
New Richmond Wi 54017
715- 246 -4516
Date: 8/10/11
Owner: Oevering Homes
Location: NE1 /4 SE1 /4 S13 T29 N,R19W Lot 27 Alexander Meadows Hudson
System type: In- ground absorbtion system(conventional)
Manuals Used: In- ground absorbtion system (version 2.0)
Page#
1. Cover Page
2. Plot Plan
3. Chamber Cross Section
4 -5. Maintanance and Contingency Plan
6. Filter Specifications She
f
Signature_
License nu er 226900
PLOT PLAN
PROJECT Oeverina Homes ADDRESS 1433 Cernohous Ave Suite A New Richmond Wi 54017
NE 1%4 SE 1/4S 13 /T 29 N/R 19 W TOWN Hudson COUNTY ST. CROIX
MPRS Shaun Bird 226900 DATE 8 /10 /1 1 BEDROOM 3
CONVENTIONAL XXXX IN- GROUND PRESSURE CONVENTIONAL LIFT HOLDING TANK
MOUND SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE
HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 651 # of chambers 32
BENCHMARK V.R.P Top of 3/4" pvc pipe ASSUME ELEVATION 100 Filter BEST Filter
❑ BOREHOLE O WELL * H. R. P Same as Benchmark
SYSTEM ELEVATION 92.0/91.0 4' below qrade
Well is to meet all
setbacks required by
WDNR
226'
Plans Designed Using 22'
Conventional Powts A1t.B.M. '
Manual Version 2.0 B. * 22 5' Drainage easement to be avoided
B -2 Z�3
6'
211' 103' \ B -3
Vents \
12% Slope �
2 -3' X 66' cells
with >3' spacing
Pro 3
Bedroom
house 30' ST
15 'B-1
Vent
>6 „ Quick4 Standard -W
of Cover Leaching Chamber
with 20.0 ft2 of Area
5.8ft ^2 /pair of end caps
4' Long 12"
34" Grade at System Elevation
360' Property Line
Cross Section of Infiltrator Quick 4 Leaching Chamber
Typical cross section for 2 of 2 cells
Quick 4 Standard -W Leaching
Chamber with 20.0 ft2 of Area per
Chamber 5.8ft ^2 pair of end plates To be >1' above grade
Finish grade elevation
Typical Installation 96.0'
Vent Al Grade Vent
3' 4"
X30/34 Septic Tank 3
5' Long 1 " 5' S' Long 1
36" Grade at System Elevation Grade at System Elevation
Spacing 5'
2 -3' X 66' Cells
Same on other end Observation tubeNent
At end of cell
A
16 chambers per cell B
System elevations:
A__92.0
B__91.0
ST. CROIX COUNTY
swnc TANK MAwrm- ANCE AORF.EEMBNT
AND
OWNERSHIP CSPUMCATION FORM
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city /Stabs PSMI Id�eutifica ioa Numbw '�7 / / - -
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Pro a ty Lor�ttioal N '14 , i- �/. , Sec. 1 3 ; T N PL. Town of
p Lot# 02'
Subd rvisi�a�l ��
Cer tied Survey Map # ,., , Volume page #
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MUM AM 921 C
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I. pea use and mobMwAM OfY m BRWc 4WM Gould rneodt ita im promsinrs fib to l>rm�le . l'
maimhmanoo ct aaiea! ofp out flee wpdic teeak w any ift" yea or soot. ifneed.d, by a lloansedpmts W Wbxt � 12W imoe
$te graham can affiect ties orf the sgft tak as a � in ft was* dspoaal ""w'L Own w �
resp01,211 tiw at epaoiSed in f Comm. 83.52(1) and in thapt or 12 - St C rant C WILY Ssmftuy O�d6woo*-
Tiys p cwpody owteea agpow to sabnaut to SL Croix Coamiy plaaniag do Zbong Depa:boAnt a oath foam. dgoed by tht
ownw- and by a n=W pbmtbm jaaemeyman p ', P ca a licamred prmogaea fleet � '� teak ig
Vromwatu die posal sydroma� is iat pr� O opo atmg candidon and/ar (2) aW and p (ifseeoeesarY), ttoa septic
leas team b3 a in of adWgL
vas, ebe uodaadV0d h@" read dye above sequkenunts and agree md"llin the 1 W disposal "som with the
.t =&u-& set ! wtb, hwwW. asset by** Department of Casa nwom and tees D of Nat and Rosaaaoes, Stow ofVboonshL
Gettdkati m 3toting that yoga septic sYrbeau bas been maiamiraed maast be co�Ie6ed and tedmzled m � St: C�o3x Ce�ty PlanoiaS �
zodzg Depw woW w tt 30 dar aft a dbcoe year emphaattam daft.
ywe that all a►taUsmamts.on flats facem sre tmt to tiye best of anY�omr kamw]edge Uaee atdeae tbo own+aata) of flue
pVW4dy dean abed six", by Vhtuw of a wamay► deed recorded in Reg low Of Deeds OfSOL
Nm*er of bedroolo-
v DATE
CiNA OF CANT (S)
***A,ay imft mtiam 621b miaa+spreaaaod may result in flee se nWy pew* beiag zVjWwd by ft pkmt3ng Zamb>g Doportumt «r.«
b rk& with t his applica dw a reoorded warranty deed $om ft Rewsw of Deeds Office and a copq O,fthe 0wffecl gurney mep
refauaace is m aade in tb+e mtp deed.
Maintenance and Contingency Plan for a Septic System
Maintenance Plan
1. Septic Tank is to be pumped once every 3 years.
2. Effluent filter is to be cleaned once a year. Please note: a larger filter is being installed in
order to extend the maintenance interval of the filter.
3. Once every 3 years, cells are to be inspected via the inspections pipes at the ends of
the cells.
4. Owner agrees to limit greases, garbage, and water conditioner discharge into the system.
5. The owner agrees to save this plan.
6. Do not plant trees nor park nor drive over system.
7. Watershed is to be diverted away from system.
8. Dis a into system is not exceed those required as per Comm. 83
U bontingenc Plan
stem f ails, determine cause of failure, use alternate area and install new
d replacement area.
Option #2. Install system at a lower elevation, by removing chambers, removing biomat,
and install new system.
Option #3. No adequate area is suitable for replacement area, and system elevation
cannont be lowered. Install holding tank as last resort.
3. Replace any other failing components as needed.
Plumber: Shaun Bird 715-246-4516
St. Croix County Zoning 715 - 386 -4680
Pumper Tom Mondor 715- 246 -5148
Shaun Bird #226900
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940021
STATE BAR OF WISCONSIN FORM I - 2000 BETH PABST
WARRANTY DEED REGISTER OF DEEDS
L)ocuncent Number ST. CROIX CO., WI
THIS DEED, made between The RiverBank, a Minnesota banking 08/11/2011 3:16 PM
corporation, Grantor, and Oevering Homes, L a Wis limited EXEMPT #: N/A
liability company, Grantee. -- REC FEE: 30.00
Grantor, for a valuable consideration, conveys to Grantee the following TRANS FEE: 90.00
described real estate in St. Croix County, State of Wisconsin (the PAGES: 1
"Property "):
Lot 27, Plat of Alexander Meadows First Addition in the Town of Hudson,
St. Croix County, Wisconsin.
Rccording Area
Name aml Return AJdress:
St. Croix County Abstract and hile Co.. Inc.
219 S. Knowles Avo.
Nov Richmond. WI 54017 SFA8444
Together with all appurtenant rights, title and interests.
Parcel Identification Nurnbor (PIN)
(120 -1478 •14.00o
']'his knot homestead property.
Grantor warrants that the title to the Property is good, indefeasible in fee simple and free and clear of encumbrances except
easements, covenants, and conditions of record.
Dated this 3 day of August, 2011
The RiverBank. a Minnesota b nkilfg*corporal ' on
' B . Sandberg. Chief Financial ice ;
c !t�
AUTHENTICATION ACKNOWLEDGMENT
Signature(s) STATE OF WI NS )
COUNTY ._ (�� ) ss.
authenticated this Personally came before me this 0 _ day of August, 201 1
the above named The RiverBank, a Minnesota banking
corporation by Janine Sandberg to me known to be the
TITLE: MEMBER STATE BAR OF WISCONSIN person(s) who executed the foregoing instrument and
(If not, acknowledged the same.
authorized by $ 706.06, Wis. Stars.) n e
THIS INSTRUMENT WAS DRA1 BY II rr �
�r—
N otary ublic, State of Wiscons in 1/1 Q
L.obere My con issio�t permanent. (If 11 stair: ex'pi
is p ti
Robert L. n
,d ;'��+ )
Lobert; Law Office lin / 2 �� � U C �
(SrgnaUrres may he authenticnlcd or acknowledged. Ruth are not necessary.) -- — —
•Names of pemnis signing in any capacity must be typed or primed Lleknv Ihcir signature
WARRANTY DEED STATE DAR OF WISCONSIN
� \ \\
1 of 1
• V iscon sf n SOIL EVALUATION REPORT #2027
Department of Commerce in accordance with Comm 85, Wis. Adm. Code Page 1 of 3
Division of Safety and Buildings RECEIVES Steel's Soil Service
County
Attach complete site plan on paper not less tha 8'% x 11 inches in size. Plan mu t St. Croix
include, but not limited to: vertical and horizonta reference oint (BM , direction a d
percent slope, scale or dimensions, north arrow, and I @i �d41is3� to nea est road. Parcel I.D.
Please print all info o snation. R QTY Revie d By Date
Personal information you provide maybe used for s ry pJ &Li*rrv�cAV✓, 5. 15.0 (1) (m)).
Property Owner �`.. 1 rope y ocation
LaCasse Development, Inc. Govt. Lot na NE1 SE1 /4, S13, T29N, R19W
Property Owner's Mailing Address Lot # 70 Block # Subd. Name or CSM#
573 Cty Rd "A" X na Alexander Meadows First Addition
City State Zip Code Phone Numbe ❑ City ❑ Village ❑Town Nearest Road
Hudson WI 54016 715- 381 -5405 Hudson Alexander Rd.
❑ New Construction Use: ❑ Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
❑ Replacement ❑ Public or commercial - Describe na
Parent material Stream terraces and pitted outwash plains Flood plain elevation, if applicable na ft.
General comments Conventional system, system elevation 93.05ft Trenches spaced and depth to code 3.00ft below grade or
and recommendations: to be adjusted to sand depth at the time of installation.
o F
F 1-1 ❑ Boring ,
Boring # ❑ Pit Ground surface elev. 96.05 ft. Depth to limiting factor 100 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ftZ
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *EfF#1 'Eff#2
1 0 -8 10yr3/3 none sil 2msbk mfr Cs lvf .6 .8
2 8 -16 7.5yr4/4 none sl lcsbk mfr Cs na .6 1.0
3 16 -36 7.5yr4/4 none Is osg mvfr gw na .7 1.6
4 36 -100 7.5yr4/6 none Cos osg ml na na .7 1.6
#1
//
3(.p
Boring # ❑ Boring
❑ Pit Ground surface elev. 96.05 ft. Depth to limiting factor 100 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GPD /ft
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
1 0 -8 10yr3 /3 none sl 2msbk mfr Cs if .6 1.0
2 8 -18 7.5yr4/4 none Is osg mvfr Cs na .7 1.6
3 18 -100 7.5yr4/6 none Cos osg ml na na .7 1.6
3•°
3
Effluent #1 = BOD 30 < 220 mg /L and TSS >30 < 150 mg /L Effluent #2 = BOD s30 mg /L and TSS < 30 mg /L
CST Name (Please Print) Signatyl CST Number
David J. Steel 248956
Address Steel's Soil Service Date Evaluation Conducted Telephone Number
994 200th St. Baldwin, WI 54002 11/21/2006 715 - 760 -0347
SBD -8330 (R.07 /00)
Property owner LaCasse Development, Inc. Parcel ID # Pending Page 2 of 3
Boring # ❑ Boring
❑ Pit Ground surface elev. 91.95 ft. Depth to limiting factor 100 in. Soil 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
1 0 -20 10yr3 /2 none sl 2msbk mfr cs if .6 1.0
2 20 -44 7.5yr4/4 none Is osg mvfr gw na .7 1.6
3 44 -100 7.5yr4/4 none cos osg ml na na .7 1.6
`D ' it
❑ Boring # ❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil 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
F-1 Boring # ❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil 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 I *Eff#2
* Effluent #1 = BOD 30 < 220 mg /L and TSS >30 < 150 mg /L ' Effluent #2 = BOD < 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 (R.07 /00) Steel's Soil Service
STEEL'S SOIL SERVICE 3 of 3
David J. Steel LaCasse Development, Inc. 994 200" St.
CST POWTSM NE1 /4,SE1 /4,S13,T29N,R19w Baldwin, WI 54002
Lic. #248956 Town of Hudson, St Croix Co. tiI Direct 715- 760 -0347
Alexander Meadows First Addition, Lot 5 Fax 715- 684 -3449
This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use.
The location of this test may or may not be as shown, as permanent lot lines were not established at the
time the soil test was conducted.
Legend N
1" = 40'
= Benchmark Ele. 100.00 ft
Top of 3/4" pvc pipe
• = Alt Benchmark Ele. 99.20 ft
Top of 3/4" pvc pipe
❑ = Borings
Boring Elevations
BI = 96.05 ft
B2 = 96.05 ft
B3 = 91.95 ft
B4 = 0.00 ft
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