HomeMy WebLinkAbout020-1478-16-000 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix
Safety and Building Division —i
INSPECTION REPORT Sanitary Permit No
(ATTACH TO PERMIT) 538774 0
GENERAL INFORMATION 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:
Oevering Homes LLC, c/o Kenneth J. Oeverin Hudson, Town of 020 - 1478 -16 -000
CST BM Elev: Insp. BM Elev: BM Description: Section /Town /Range /Map No:
G T 13.29.19.3015
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER CAPACITY STATION BS HI I FS ELEV.
Septic �' l/4) , Z Benchmark 1- /d 1.
v 600 f
Dosing v .'t / Alt. BM
1 r t•V (_ oJ
Aeration Bldg. Sewer 7.
Holding St/Ht Inlet
�
TANK SETBACK INFORMATION St/Ht Outlet
TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet
Septic 7 $a ♦ ♦ - V t� Dt Bottom /2-
7 � • Z
Dosing �• 11 Header /Man. -7.3
Ae ration Dist. Pipe -7• S
H• q3.2
Holding Bot. System ?!y 3
Cr 9 Z 7-
t" Final Grade �S• 3
PUMP /SIPHON INFORMATION
Manufacturer Demand St Cov r c�
�1 GPM 1 G OJ e IS•5 V �p•
1 G
Model Number 7/"%
TDH Lift �9• Frictioa os 2- System Hea� I T D� . `�
Forcemain Length ♦ Dia. If Dist. to Well
ibo z AA—
SOIL ABSORPTION SYSTEM
BEDITRENCH Width Length I +- No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth
DIMENSIONS 3 Z l t ,n, -�
SETBACK SYSTEM TO P/L BLDG WELL LAKE /STREAM LEACHING Manufacturer:
INFORMATION CHAMBER OR
Type Of System, 3Z $ 7 ,1 N,� , 9� UNIT Model tJ4mber: eiiii
DISTRIBUTION SYSTEM - Q ,� � !b 4 - 3 Z
Header /Manifold + Distribution x Hole Size x Hole Spa V P Air Intake - 1
/
Pipes) �. ` [J J
LD ia - 7 Length �- Dia Spacing '* '�
SOIL COVER x Press Systems Only xx Mound Or At - Grade Systems Only
Depth Over Depth Over xx Depth of xx Seeded /Sodded xx Mulched
Bed/Trench Center � 2 Bed/Trench Edges Topsoil
r J gs I No Yes No
COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: / / Inspection #2: / /
Location: 886 Hillside Trail Hudson, WI 54016 (NE 1/4 SE 1/4 13 T29N R1 9W) Alexander Meadows 1 st Addition Lot 29 Parcel No: 13.29.19.3015
1.) Alt BM Description = F• �` �- �Q: NS
2.) Bldg sewer length = �a
- amount of cover = 7 -
Plan revision Required? ❑ Yes o r /' � �C
Use other side for additional information J
Date Insep ors Sig re C . No.
SBD -6710 (R.3/97)
FSa nty: St. Croix
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM
Safety and Building Division INSPECTION REPORT Permit No. 0 GENERAL INFORMATION 538774 (ATTACH TO PERMIT) e Plan ID No:
Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Parcel Tax No:
Permit Holder's Name: City Village X Township 020 - 1478 - - 000
Oeverin Homes LLC, c/o Kenneth J. Oeverin Hudson, Town of
Section /Town /Range /Map No'.
CST BM Elev: Insp. BM Elev: BM Description: 13.29-19.301
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV.
Septic
Benchmark
Alt. BM
Dosing
Aeration Bldg. Sewer
St/Ht Inlet
Holding
St/Ht Outlet
TANK SETBACK INFORMATION
TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet
Dt Bottom
Septic
Header /Man.
Dosing
Dist. Pipe
Aeration
Holding Bot. System
Final Grade
PUMP /SIPHON INFORMATION
Manufacturer E St Cover
Model Number
TDH Lift q System Head
Forcemain Len Dist. to well F�
SOIL ABSORPTION SYSTEM
FINFORMATION /TRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth
ENSIONS
TBACK SYSTEM TO P/L BLDG WELL LAKE /STREAM LEACHING Manufacturer:
CHAMBER OR
Type Of System: UNIT Model Number:
DISTRIBUTION SYSTEM x Hole Spacing vent to Air Intake
Header /Manifold Distribution x Hole Size
Pipe(s)
Length Dia Length Dia Spacing
SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only xx Mulched
=Bed/Trench er xx Depth of xx Seeded /Sodded
Depth Over To soil
Bed/Trench Center Edges P Yes No r ]Yes c No
Inspection #2: / /
COMMENTS (Include code discrepencies, persons present, etc.) Inspection #1: P
Location: 886 Hillside Trail Hudson, WI 54016 (NE 1/4 SE 1/4 13 T29N R1 9W) Alexander Meadows 1st Addition Lot 29 Parcel No: 13.29.19.3015
1.) Alt BM Description =
2.) Bldg sewer length =
- amount of cover =
- - - -- —
information —J —
Date Insepctors Signature
Plan revision Required? � Yes No
- - -- —_- — Ce t No.
Use other side for additio nal
SBD -6710 (R.3/97)
- - - - -- tcomme r+reml Sa� a uildings Division c oun t y - -
,C
HA 6 ,201 W. Wash n Ave., P.O. Box 7162
4�i
$i� ST ?��, Madi , WI 53707 - Sanitary Permit umber (to be fill in by Co.)
II >v„ CR �co _ 53 7
Sanitary Per ation state Transaction N bgr
In a;, +:ordance , vith a. Comm, 83.21(2), Wis. Adm. Code, submission o a form to the appropriate governmental ! /
unit in required prior to obtaining a sanitary permit, Note: Application forms for state -owned POWTS are Project Address (if different n mat g address)
submitted to tie Department of Commerce. Personal information you provide may be used. fdl?�ondary #111/51
u tn ies in act ordance with the Privacy Law, a. 15.0 1 m , State. ., yy�r
I. � !, 1 Ip ieaNl a Information - Please Print An Information IIILLLJJ a,l
Prop�!rty Owner's Natite Parcel #
Prol erty Owner's Mailing Addred Property Location
— �i B up (�iav Lot _ -_�. 3b16
City • State Zip Code Phone Number / V� % Section
e
I1. Type of Hallding (Check all that apply) Loth _
r 2 Family Dwelling - Number of Bedroom Subdivision Name
Q k Block # e
❑ I oblic /Corn nercial - Describe Use .• �� ❑ City of
CSM Number ❑ Village of
❑ S l ate Ownct I - Describe Use —_ - - -- - -- awn of
HL '1"ype o Permit: (Check only o box on line A. Complete line B if applicable)
A ' ew System ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System (explain)
g ❑ Permit Transfer to New
List Previous Permit Number and Date Issued
B. 17) Peru tit Renewal ❑ Permit Revision ❑ Chan a of Plumber
Before 1 lxpiration Owner p
IV„ yore of ]'OW Stem /C omponentlDevice: (Check all (bat apply) _ �}u : S� 4 r
ressu ized In Ground ❑ Pressurized In - Ground ❑ At - Grade ❑ Mound> 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil ? 5
❑ ] liolding Tat A ❑ Other Dispersal Component (explain ❑ Pretreatment Device (explain)
V. D ispersal + Trea nt Area Inform
De 119,P Flow (I pd) V I Soil Application Rate daft D'esperga Required /if) Dispc Area P poaed� S em Elevatio
X2 _l — -- '4
V11. Fan lal a Capacity in Total ft of Manufacturer
Gallo _ Gallons Units
NewTsnks Existing Tanks ° m
U rn m w r7 FL,
Sepr a at Holdint Tank
Dusi n�; Chamber
V I L Respo ntibility Statement- 1, the undersigned, assume nstbllity for installation of the POWTS shown on the attached plans.
Phtrn 3er'a Nan a (Print) Plumber's ' re MP/MPRS Number Business Phone Number
M _ - z zit m 7J-- -d
Pl ur��Add -ess (Street, City, State pip Code)
- Vill,conalt3 l Ds ar Us_e On - - - -- ___ -- - - --
Perm Fee Datc 1. ued issuing at Signature
approved ❑ rover S i 7 5 '
n Reason r Denial /
] hi. t:ondl easons for Disapproval r •' �I(+► G�
1, Septic ank, efOuM(hlter and .3, �• l �P �� : Mtio��^ - It a'tn
dispersal cell must all be servleoa k tmaintataeri . ,1 , A 1y1e4
as per management plan provided by plOW., 1�1 Ka. tt
Z, ISM s0bgIck requirements must pe rtOMPM
llaabb
as prr app cod. i otdkwm, _ �D D'� ` d - ' �• . -
. - -' - - - -_ — - Attseh ft complete plwne Wr me system wntl tonma m be Cnanty onq on proper nos Tess then >t x t l inches In slYe
91I1) -6398 (R. 01107) Valid thru 01109 r
Cover Page
Shaun Bird
Bird Plumbing Inc.
1008 192nd Ave
New Richmond Wi 54017
715- 246 -4516
Date: 5/25/11
Owner: Oevering Homes' LLC
Location: NE1 /4 SE1 /4 S13 T29 N,1319W Lot 29 Alexander Meadows 1st. Add 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 Specificatio et
Signature
License nu r #226900
PLOT PLAN
PROJECT Oeverina Homes LLC 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 5/25/11 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
IL BENCHMARK V.R.P. Top of 3/4 pipe ASSUME ELEVATION 100° Filter BEST Filter
❑ BOREHOLE O WELL *H.R.P. Same as Benchmark
SYSTEM ELEVATION 94.5/93.7' 3' below grade
337' Property Line
Well is to meet all
setbacks required by
WDNR
66'
Plans Designed Using
Conventional Powts
Manual Version 2.0
B -1 5'
Vent
A>6" Quick4 Standard -W
Leaching Chamber 52'
with 20.0 ft2 of Area
5.8ft ^2 /pair of end caps B.M.*
2 �� B -3
Grade at System Elevation 54' 4'
34"
2 -3' x 66' cells Vents
with >3'
Further spacing 10% Slope
testing is to
be done to P 3 85'
lower bedroom
system ouse
�
elevation 10' ST 25'
B -2
299'
PLOT PLAN
PROJECT Oeverina Homes LLC 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 5/25/11 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 IkATE .7 ABSORPTION AREA 651 # of chambers 32
IL BENCHMARK V.R.P. Top of 3/4" pipe ASSUME ELEVATION 100' Filter BEST Filter
❑ BOREHOLE O WELL *H. R. P. Same as Benchmark
SYSTEM ELEVATION 94.5/93.7'3' below qrade
337' Property Line
Well is to meet all
setbacks required by
WDNR
66'
Plans Designed Using
Conventional Powts
Manual Version 2.0
B -1 5'
Vent
>6 „ Quick4 Standard -W
of Cover Leaching Chamber 52'
with 20.0 ft2 of Area
5.8ft ^2 /pair of end caps B.M.*
4' Long 12" B -3
34" Grade at System Elevation 54' N , 41
2 -3' x 66' cells Vents
with >3'
Further spacing 10% Slope
testing is to
be done to Pro 3 85'
lower bedroom
system Dose
10' ST 25'
elevation
B
299'
.Cross Section of Quick 4 Standard -W 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 97.5'
Vent Grade Vent
4' 4" 4'
X30/34 Septic Tank
4' Long 1 5' 4' Long 1 »
3 4" Grade at System Elevation 3 4" Grade at System Elevation
Spacing 5'
2 -3' X 66' Cells Observation tubeNent
Same on other end Located at ends of Cell
A
B
16 chambers per cell
System elevations:
A__94.5
B 93.7
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.
i
4. Owner agrees to limit greases, garbage, and water conditioner discharge into the sy: >tem.
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. D' large into system is not exceed those required as per Comm. 83
OF
Ing n y Plan
ion #1. If ystem fails, determine cause of failure, use alternate area and install new
stem in to ed replacement area.
Option 2. Install system at a lower elevation, by removing chambers, removing bioniat,
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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ST. CROIX COUNTY
SHMC TANK MAMENANCE AC#It B
AND
OWNERSHW C E R.MCATION FORM
Ownar.Buya t
MaNig Add.in C VP l'�'I D 12 Ad �
rropettyAWM S 6 Hill-51 Tr i l 9-tA
(yam � fban PLamriag & zing DepatAmamt � oameate�
Ci /sh t+o Parcel Manfi6ioation Nmnbar 6 (�V l / 7 i -
PropEa ty Loc a rtioai '�4 , '/4 ,Sec, / _,_, T 2 / N RW, Towa of
Subclrvisitaft} ��� #cu
Cerefled St a rvey Map # —, Volume Page #
Warranty I I eed 9 3 b . Volu= — ' par #
Laps HM wed y�•
€ aSN M AM OWNER ,uTr�rresTTON
hVe i per use and wabNOWCO Of YM sagata �� aenld zmnit fa its pareeaetaaaoe tirltnre � Laodle wastes. Psapea into
noaimlaorDe a 1 a ffew of pfn� oast tlta saptia: tarot every tlaatee oar aoaaasr, ffn by a lfosmrted pnmpar. Wl>dtt yOa Pm
flue ca: , effiect rile fimetiooa� offt septf c ft* as a tceatmsat stage in tine waste &wont system. Owmar
rpespa tw fxflitie i at speoffied fa Kbbct+no. 83.52(1) end. in ChapW 12 - St. Croix Capamsy 3amddsry Osdiaaema'�
jU l ropatty Deems; agsess to M*M t to SL Croix Cowaty Planing * &ow dfi=d=fwaA sigmdbylbe
owrnor and by c per. resU* ted Pb� at a Boomed ptnsgasar fwt (1) �dw om-a%e
west erwater di pond ryseanaa is in ps+o a opaatfag com&*m am &cir (2) after lospectWn and paagadwg (if n�eoaaabery). as septic teak is
less 6MM 1/31; B of die;
V e, aim u decidg rd awe seal ebe above roqwreminift and agrem'tio mauoma� �a pOdvete s +Y 'tb a
st—dpnvu .et j wft twain. on sat by do Deparbaiwit of Cewmearoe and dw Deputa>owt of NaMd PASM004 Stara: of WisoonshL
Cerdacatioan a wdgg & t yaw sop& system his been mai gated must be wmpple ad and xeda and 1 bo to St Crok Cmay Plsaanimg 6t
?acn;pg Dape memat wis?dn 30 days of the lose year tea► date.
Uwe wtify that all -on this ltm= we true to do bast of nay Ow Ynvwbdge. Ilaue am/aare $re OWMLC(s) Of ft
pwpitty lose Omd abovj�, by vk a of a wamwoly deed reowded is Ragfdw of Deeds Office.
Nwiiber of bedrwnw—
I GNATM OF CANTS) DATE
"• *A.,a mgr natt— tiro is adsrepaeaeaorra may s+esnit is the aaaxiftry pananft bebag wvoked by $re PLmisg & Ztmtog Depaiimewnt • "'
I.tude with 1 Us sppHcgdm a rworded wammely deed ft m ft Regim r of Dwde OAS= and a copy oafthe oeartf5ed awfey msp if
re is m ado fa the win" deed
M" r.
\ Ac `n m m
BENCH MARK: TOP 1 2
1 OF 1" IRON PIPE, I �7
1 �t, ELEVATION 954.5 I D
�r t I
�` I m� m� I
` 50 1
I
\N
LOT 28 I �?
z I VL
EASEMENT
TO DNR
30'
(4 Q OR REPRESENTA77VE
m ?�m •� �� G i ' CONSTRUCTION .a ° FOR ACCESS TO
\
• • • • V • 6' CON T (SEE " 4 MONITOR /NG WELL
0 / r /
. .. • �'' • . Q (SEE M ONITOR WELL
3 , \ ' • • . • , , EASEMENTS - BELOW) (�_ ( ACCESS - BELOW)
ONE eb??e h\ - - - - -_
H
e8e2 ?\ w S89'45 55 E
to _ _ _ 8 -.,a) NOT /MPROVED (SEE
W CON57RUC770N OF
N 9*4 0 8 w W p SCOUT TRAIL - BELOW)
SCOUT
CONSIRUC770N TRAIL
• • •�••� EASEMENT (SEE
CONSTRUCTON
EASEMEN BELOW)
LOT 29
a
1y \. Hwy -964.0 DRAINAGE
EASEMENT
TABLE "IAI"
0 - - - W3 - - oU ,¢` D/RECRON D /ST.
ORA /NAGE Wl S0014 05 "W 161.37'
A LA;
EASEMENT "W" of W2 53520 54 "W 81.04'
h 'W
00 6'0 g 62 W3 S8513 59 "W 15317'
h & >>" Yol g0' 9 6� W4 S0014 05 "W 78.23'
% � W W6 S6051W5 S32-4170"W 84.78'
LOT 30 ' .' 23 "W 89.17'
f W7 560 5123 "W 13.89'
LBO =964.0 W N "W 49.35'
W9 N2723'lI "W 75.98'
8 28.97'- -
so'
1'03 "E - '
.05'
THE
L�Q�D�S
LANDS
S
10LL DRAINAGE
- EASEMENT TABLE "X"
# D/REC7701V D /ST W
8028668
STATE BAR OF WISCONSIN FORM 1-2000 TX 4020116
Document Number WARRANTY DEED 936610
THIS DEED, made between The RivtrBank, a Minnesota banking BETH P
corporation. Grantor, and O eyeriug Homes, LL C , a Wisconsin limited REGISTER OF F D D E EEDS
liability company, Grantee. ST. CROIX CO., WI
Grantor, for a valuable consideration, conveys to Grantee the following 05/24/2011 2:08 PM
described real estate in Si. Croix County. State of Wisconsin (the
,.Proms ") EXEMPT #: N/A
REC FEE: 30.00
2 ' 24, Plst or Alexander Meadows First Addition in the Town of TRANS FEE 90.00
d n, st. Croix County, Wise-00M. PAGES: 1
Reowding Area
Name and Retum Address:
St, Croix County Abstract A "f'we Co.. lac.
219 S. Knosvht Ave
Nrss' Richmond. WI 54017 SFAg?Sy
Together with all appurtenant rights, title and interests.
02 0 - 1478 -16 -000
Perul Idemifitahon Number (pM)
Grantor warrants that the tide to the Pro This onogi homestead property.
easements, covenants, and conditions ofrecor a Sid indefeasible in fee simple and free and clear of encumbrances except
Dated thisa4ay of May. 2011.
•
The RiverBank, a Minneso banking Jeanine Sandbe , Cbler Financ
AUTHENTICATION
Sigriature(s) ACKNOWLEDGMENT
STATE OF WISCONSIN )
authenticated this COUNTYSgg} �rt K )S3
Personally carne before me this %g day of May, 2011 the
above named The River a Minnesota banking
corporation, by Jeanine Sandberg, Chief Financial Officer
TITLE: MEMBER STATE BAR OF WISCONSIN to me known to be the person(s) who executed the foregoing
(If not. instrum 11 and acknov�' dged the same.
authorized by § 716.116, Stets.) - / /P4 j
THIS INSTRUMENT WAS DRAFT ED DY • t y I :a. , k I
Robert L. Lobe Notary public, State of Wisconsin 0N11411441f%
Lobe Law O -ce MY commission is permanent. (if n tate c
in a
n-rn
tam expiration date; ON .!✓y�
(Signatures may' be authemicated or acknowledged, both are n 7 ' Z 0
•!es or perso1-9- qv awciry must be w tlteGtaar). i • , , , ...
ped or printed below tht signature O
A
WARRAIM DEED STATE BAR OF wL".*4SIN -
FORM No, t -woo
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�. RECEIVED
Wisco SOIL EVALUATION REPORT #2029
Department of Commerce DEC c �11 U � ce with Comm 85, Wis. Adm. Code Page 1 of 3
Division of Safety and Buildings Steel's Soil Service
Attach complete site plan on paper n t IessStlfa11R15 p,*lcI0 tW!Yin siz . Plan must County
include, but not limited to: vertical an horizontal eference point (BM), direction and St. Croix
percent slope, scale or dimensions, nce to nearest road. Parcel I.D. J _
Please print all info
Rev' ed By Date
Personal information you provide may be used for ndary pulriva Law, s. 15.04 (1) (m)). /zl
Property Owner Property Location
LaCasse Development, Inc. Govt. Lot na NE /4, SE1 /4, S13, T29N, R19W
Property Owner's Mailing Address Lot # 7c / Block # Subd. Name or CSM#
573 Cty Rd " A" ( na Alexander Meadows First Addition
City State Zip Code Phone Number ❑ City [ � Village FJ Town Nearest Road
Hudson I WI 54016 715 381 - 5405 Hudson Alexander Rd.
❑ New Construction Use: Z Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
Z 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 94,70ft . Trenches spaced and depth to code 3.00ft below grade or
and recommendations: to be adjusted to sand depth at the time of installation.
Boring # E] Boring
Z Pit Ground surface elev. 97.70 ft. Depth to limiting factor 100 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistenc Boundary Roots GPD /ft=
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0 -10 10yr3 /3 none Is osg mvfr Cs if .7 1.6
2 10 -24 7.5yr4/4 none Is osg mvfr Cs na .7 1.6
3 24 -100 7.5yr4/6 none Cos osg ml na na .7 1.6
1 4.7
i
3
Boring # Boring
Z Pit Ground surface elev. 97.70 ft. Depth to limiting factor 100 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistenc Boundary Roots GPD /ft
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0 -10 10yr3/3 none Is osg mvfr Cs if .7 1.6
2 10 -23 7.5yr4/4 none Is osg mvfr Cs na .7 1.6
3 23 -100 7.5yr4/6 none Cos osg ml na na .7 1.6
It
i
L
* Effluent #1 = BOD 30 < 220 mg /L and TSS >30 < 150 mg /L * Effluent #2 = BOD < 30 mg /L and TSS < 30 mg /L
CST Name (Please Print) _ gnature: 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 1j61 Page 2 of 3
FYI Boring # E] Boring
❑ Pit Ground surface elev. 93.90 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 I •Eft#2
1 0 -10 10yr4 /4 none Is osg mvfr cs lvf .7 1.6
2 10 -100 7.5yr4/4 none cos osg ml na na .7 1.6
V
F]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 El # El 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
" 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. 994200 th St.
CST- POWTSM NE1 /4,SE1 /4,S13,T29N,R19W Baldwin, WI 54002
Lic. #248956 Town of Hudson, St Croix Co. '� Direct 715- 760 -0347
Alexander Meadows First Addition, Lot 7 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. 99.70 ft
Top of 3/4" pvc pipe
❑ = Borings
Boring Elevations
B 1 = 97.70 ft
B2 = 97.70 ft
B3 = 93.90 ft
B4 = 0.00 ft
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