HomeMy WebLinkAbout020-1478-17-000
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix
Safety and Building Division
INSPECTION REPORT Sanitary Permit No:
538836 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:
Dankeme er, Travis Hudson, Town of 020-1478-17-000
CST BM Elev: Insp. BM Elev: BM Descrip' n:/ Section/Town/Range/Map No:
6 BUDV L- 13.29.19.3016
TANK INFORMATION EL VATION DATA
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV.
Septic Benchmark
Dosing Alt. BM
Aeration Bldg. Sewer 0 Y S j S
Holding St/}It Inlet
Outlet d• ^ to /
TANK SETBACK INFORMATION d
TANK TO \Ak /L WELL BLDG. Vent to Air Intake ROAD Dt Inlet
Septic 4.D r I Dt Bottom cdw Dosing Header/Man. 6
i-YO
Aeration Dist. Pipe I
Bot. 'T 3 a
Holding
D, ___j
Final Grade
PUMP/SIPHON INFORMATION
Manufacturer Demand St Cover
V( GPM Z ,3 79
Model Number vr"" 2-
T DH Lift n Loss System Head - TDH Ft
~ P~ lo• 3 g~.7 S
Il
Forcemain Length f"oJAI
/yl -G~2
SOIL ABSORPTION SYSTEM
BEDITRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth
DIMENSIONS 3 ! / G / 3
SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM EACHIN May etore .
INFORMATION CHAMBER O ( - I' _~Y71 -to 1,4 C~
Typ Of l 5 I 12 7(7 / / UNIT M Number: L O W
DISTRIBUTION SYSTEM b S S
H, ader/Manifold q Distribution x Hole Size x Hole Spacing Vent to Air In ke
t -I' O d Pipe(s) s
Length Dia Length -T~ / 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
Bed/Trench Center Bed/Trench Edges Topsoil
0 Yes 0 No Yes 0 No
COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: / 1 Inspection #2:
Location: 888 Hillside Trail Hudson WI 54016 (NE 1/4 SE 1/4 13 T29N R19W Alexander Meadows 1 st Addition Lot 30 Parcel No: 13.29.19.301646 1.) Alt BM Description
~6
U~ S if V'2 U
~Z~L `w►~ .^n^ , k
2. Bldg sewer length = If
- amount of cover 0 fuy~q
751 Q YL
3 y b-~ CL{~ 'JJ
3r' 30
Plan revision Required? Fa Yes No l / I Gov U
Use other side for additional information. t v
SBD-6710 (R.3/97) Date Insepctor's Signet a Cert. No.
commercemi.gov afety and Buildings Division County \
01 W Washington Ave., P.O. Box 7162 I
' IS C adison, WI 53707-7162 Sanitary Permit Number (to be filled in by Co.)
ltoepartm!?nol~mlmeWrce 3
San tar3~NertnUIXpp icatiol]~ State ransactio~ber
In accordance with s. Comm. 83.21 is. Adm. ttsion f is form to p -ate governmental
unit is required prior to obtaining sanit$ 0~• on forms fe4ds -o P WTS are Project A dress (if different than mai?li g ad ss) ~ r t
submitted to the Department of C erpgNlt'e 0 1 a ton you provide in be u f e dary
purposes in accordance with the Priv .04(1 (m), Stats.
1. Application Information - Please Print All Information sex.J-er JAI s
Property Owner's Name Parcel #
Property Owner's Mailing Address Property Location r
PC) Rnx as--D Govt. Lot /
City, State Zip Code Phone Number A) 14, 5 F_ y,, Section
(v~.J= / 6 j -2a -,k ay (circle one)
's 1:Z9 T t;n N; R IC7_ E ot®
II. Type of Building (check all that apply) Lot #
1 or 2 Family Dwelling - Number of Bedrooms .7 3,rti Subdivision Name
' 1 t-x( -e r ~1
1 ~0
~~~c Block# ~J I V Cx~ ❑ City of
11 Public/Commercial - Describe Use
❑ State Owned- Describe Use CSM Number ❑ Village of
Tk~ 5 yY\
3 N Town of
ok- C'Al I.~ Iit~t tir
III. Type of Permit: (Check only one box on line A. Complete line B if applicable)
A. New System ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System (explain)
List Previous Permit Number and Date Issued
B• ❑ Permit Renewal ❑ Permit Revision ❑ Change of Plumber ❑ Permit Transfer to New
Before Expiration Owner
1
IV. Type of POWTS System/Component/Device: Check all that ap &0;AG 44 !a
_Non-Pressurized In-Ground ❑ Pressurized In-Ground ❑ At-Grade ❑ Mound ? 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil
❑ Holding Tank ❑ Other Dispersal Component (expla) Pretreatment Device (explain)
V. Dis ersal/Trea ent Area Information:
Design Flow (gpd) Design Soil Applicftion Rate(g dsf) Dispersal Area Required (s Dispersal Area -roposVd (s System Elevation
. Z/ '73-:5
15- 3
VI. Tank Info Capacity ' Total # of M ufacturer
Gallons Gallons Units p 2 o
tl V U v y
New Tanks Existing Tanks A c y
I~1{-. / a U .2- 0 ti v) w (7 A.
n r Holding Tank
Dosing Chamber l~J
VII. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans.
Plumber's Name (Print) Plumber's Sign re PRS Number Business Phone Number - 11 :YaG. r-X 1ko- 4. -2~ -5J66
Plumber's Address (Street, City, State, Zip Code)
VIII. ount /De artment Use Only
ng Ag t ignature
proved Permit Fee DatAY), Issui
p iven Reason for Denial $ it / 9 IX. Condlrjr E#lReasons for Disapproval
1. Septic tank, effluent lifter and
dispersal cell must all be servlcga / maj"no t ~n r~4.. I
as per management plan provided by plumber: jS~r• ~ ~ J~~K
2,- .~M'sea9ic r !{►tlst be rrl~mn" J
r
L--ilk i l / D yrf- O~ 4
Attach to complete plans for the system and submit tootthhe~County only o~ paper not less t an 8 1/2 x 11 inches in size
{ p
SBD-6398 (R. 02/09) Valid thru 02/11
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P'RI'VATE SEWAGE SYSTEM
INDEX AND TITLE SHEET
Property Owner(s): 7-ra y ~an~~ rn a -er
Project Name: DO, B
Project Location: r c~
Straat Addrass
~V E c -5/3 Tamer A) k I'l W
asc ipt i o 1' S!M
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Contents: Psge l:-
Page 2: ~~O~t- ~~a n w/r OSS _ 5 ec
Page 3: 20~ : c- S De~S
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Page S: r
Page 0: Act i~e-rx a
Page 7:
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C mdent al Number: 3'/ 6 Date: 3
Address: /U C' 2 9 S S~ e v S-
Phone Number: _ 77/s- 6?.D - ~ 6
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POWTS OWNER'S MANUAL MANAGEMENT PLAN Page y of-6-
FILE INFORMATION SYSTEM SPECIFICATIONS
Owner r6 v Septic Tank Capacity / al ❑ NA
Permit # Septic Tank Manufacturer C)-) ❑ NA
DESIGN PARAMETERS Effluent Filter Manufacturer ❑ NA
Number of Bedrooms 100 d/bedroom 3 ❑ NA Effluent Filter Model - /oa ❑ NA
Number of Commercial Units NA Pump Tank Capacity al ❑ NA
Estimated flow (average)* Soo gal/day Pump Tank Manufacturer ❑ NA
Design flow (peak), estimated x 1.5* gal/day Pump Manufacturer ❑ NA
Soil Application Rate gal/day ft Pump Model ❑ NA
Pretreatment Unit ❑ NA
Influent/Effluent Quality (NA❑) Monthly Average" ❑ Sand/Gravel Filter ❑ Peat Filter
Fats. Oil & Grease (FOG) < 30 mg/L ❑ Mechanical Aeration ❑ Wetland
Biochemical Oxygen Demand (BODs) < 220 mgt ❑ Disinfection ❑ Other:
Total Suspended Solids (TSS) Manufacturer: Model:
250 m Dispersal Cell(s)
Pretreated Effluent Quality ❑ Monthly Average*** ❑ In-ground (gravity) ❑ In-ground (pressurized)
Biochemical Oxygen Demand (BODs) :5' 30 mg/L ❑ At-grade ❑ Mound
Total Suspended Solids (TSS) 30 mg/L ❑ Drip-line ❑ Other:
Fecal Colifonm (geometric mean)
l0+cfu/100ml 0. Leaching Chamber Manufacturer
Maximum Effluent Particle Size 1/8 inch diameter Model Approval Stipulation
*Wastewater Flow Verification on and calculations: Soil Application Rate gpd/W Area Req. ft2
(Other than bedroom based) Absorption Area Credit per unit fe
Minimum Number of Chambers
❑ Aggregate Design Flow/Loading Rate-- ft min
Values typical for domestic (non-commercial wastewater Materials: all materials must comply with WI Adm. Code
and septic tank effluent. COMM84 and be installed per manufacturers specifications
***Values typical for retreated wastewater. and a royal letters.
DESIGN CRITERIA
❑ "Wisconsin At-grade Soil Absorption System, Siting, Design & Construction Manual" (Converse et.al.1990)
❑ "Wisconsin Mound Soil Absorption System: Siting, Design & Construction Manual" Converse, J.C. and E.J. Tyler.
Publication 15.22
❑ "Design of Pressure Distribution Networks for Septic Tank-Soil Absorption Systems" Publications 9.6
❑ "Design of Conventional Soil Absorption Trenches and Beds". R.J. Otis - ASAE Publications 5-77 and "Design Manual -
Onsite Wastewater Treatment and Disposal Systems". EPA 625/1-80-012 October 1980
❑ SBD - 10570-P (R.6/99) "At-Grade Component Manual Using Pressure Distribution"
❑ SBD -10567 P (R.6/99) "In Ground Absorption Component Manual"
BBD -10705-P (N.01101) "In Ground Soil Absorption Component Manual" Version 2.0
❑ SBD -10628-P (N.6/99) "Recirculating Sand Filter System Component Manual"
❑ SBD -10656-P (N.6/99) "Split Bed Recirculating Sand Filter System Component Manual"
❑ SBD - 10572-P (R.6/99) "Mound Component Manual"
❑ SBD - 10691-P (N.01101) "Mound Component Manual Version 2.0
❑ SBD. - 10595-P (R.6/99) "Single Pass Sand Filter Component Manual"
p SBD -10657-P (8.6/99) "Drip-line Effluent Disposal Component Manual"
❑ SBD -10573 P (R 6/99) "Pressure Distribution Component Manual"
❑ SBD -10706-P (N.01/01) "Pressure Distribution Component Manual" Version 2.0
❑ Drip-line Effluent Dispersal Component Manual for Multi-flo Onsite Wastewater Treatment Units
MAINTENANCE AND MANAGEMENT
MAINTENANCE MONITORING SCHEDULE
Service Event Service Frequency
Inspect condition of tanks At least once eve ❑ months year(s) Maximum 3 s.
Pump out contents of tanks When combined sludge and scum equals one-third 1/3 of tank volume
Inspect dispersal cells At least once every 3 ❑ months 1 ea s Maximum 3 s.
Clean effluent filter At least once eve months ❑ year(s)
Inspect pump, um controls & alarm At least once eve ❑ months p year(s) NA
Flush laterals and pressure test At least once eve ❑ months ❑ year(s) NA
Valves At least once eve ❑ months ❑ ears 4d-NA
Other: At least once eve ❑ months ❑ year(s) NA
Page of
In-Ground Gravity Component Dispersal Cells
The inspection shall include recording the levels of ponding, if any in the observation tubes and a visual inspection for any
evidence of surface seepage or discharge. Any discharge to the ground surface must be promptly reported to the regulatory
authority. Ponding at depths greater than 75% of the height of the component may indicate overloading or impending
hydraulic failure necessitating more frequent monitoring.
❑ Mound, At-Grade, In-Ground Pressure
The inspection shall include recording the levels of ponding, if any in the observation tubes and a visual inspection for any
...evidence of surface seepage or discharge. Any discharge to.the ground,surface must be promptly reported to the regulatory
authority. Ponding greater than 75%a of the height of the component may.,indicate overloading or impending hydraulic failure
necessitating more frequent monitoring.
The pressure distribution system is provided with an opening at the end of each, lateral to be used for flushing' The laterals
should be flushed at least once every three (3) years. Pressure checks of systems with multiple laterals should be done to
ensure that equal distribution of effluent is occurring to promote the longevity of the system.
REPORTS
Reports for maintenance, inspection, and monitoring shall be submitted in accordance with COMM 83.55 Wisconsin Administrative
Code.
ABANDONMENT
When the POWTS fails and%or is permanently taken out of service the following steps shall be taken to ensure that the system is
properly and safely abandoned in compliance with Ch. COMM 83.33, Wisconsin Administrative Code.
All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed.
The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator.
After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled with
soil, gravel or other inert solid material.
CONTINGENCY PLAN
If the POWTS fails and cannot be repaired the following measures have been. or must be taken, to provide a code compliant..
replacement system.
,I A suitable replaeent area has been evaluated and may beutilazed for the location ;of a replacement soil absorption system.
\ The replacement area should: be protected from tltstutbance and compaction and should not be uifringed upon by required
setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result in the
need for a new soil from existing and.proposed structure, lot lines and wells. Failure to protect the replacement area will
result in the need for a new soil and site evaluation to establish a suitable replacement area: Replacement systems must
comply with the rules in effect at that time.
❑ A suitable replacement area is not available due to setback and/or soil limitations. Barring advances in POWTS technology a
holding tank may be installed as a last resort to replace the failed POWTS.
❑ The site has not been evaluated to identify a suitable replacement area. Upon failure of the POWTS a soil and site evaluation
must be performed to locate a suitable replacement area. If no replacement area is available a holding tank may be installed
as alast resort to replace the failed POWTS.
❑ Mound and at-grade,soil absorption systems may be reconstructed in place following removal of the biomat at the infiltrative
surface. Reconstructions of such systems must comply with the rules in effect at that time.
<<WARNING»
SEP'T'IC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASES AND/OR INSUFFICIENT
OXYGEN. DO NOT'.ENTERA. SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES.
DEATH MAY RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR
IMPOSSIBLE.
ADDITIONAL COMMENTS
POWTS INSTALLER 03 j ,VPOWTS'MAINTAINER
Name r Name moo. ice . ~u..• ejc
Phone 7
S G7D -S Phone ?i 6 a -5'1 6
SEPTAGE SERVICING OPERATOR (Pumper) LOCAL REGULATORY AUTHORITY
Name Agency S-t _ Coo` (f v,
Z
Phone Phone / 49 d/6
J `
M - 1
Zabel
Residential and
Commercial EfguentFl er
SPECIFICATIONS
APPLICATION& 7 to A 100 is used to ctis denntsal and comet _ ial
u efl'ecdve in aiu. ltnily . renal'.
- and ev~ry►wh~e wastea►ater ltas- i pm.~ati!'scltaols; Mcrs.
d~ sl>S Gtt( 3Gtldt coctcM
PLOWRATE: 3,000~ perffitec.Itts<agtwoormvtefilteutnal'VCocconaea. 3
x41~a,chievef~owso~b.000Cpdcxmore, Checkwick:Zabel
FILTRATION:
ltr 16 Disc Dams 0 1,n6 loch provide 198 lineal feet '
ation. _ ~
INSTALLATION: The<ftker mar Ee n~stal[ed inside ttte tanfc oc insralled to a Za6e1 F
Carina Assembly outiide the septic rank.
=via_ .~►ice remWatttal itgallations whenever yon pip the tank.
r OA 4-Vr w. p i .
4
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- if~31t3' DIA.
. ~ teem .
Mactta Speci ications
Cases, Lids, Reducers Rigid Vinyl PVC 87371TVtN, t 26 >di:e
Discs High Impact Polystyrene 3 COT"
Rod, Nuts High Density Polyethylene 4 3
U.S. Patent No. 4,710,295
Call 1-800-221-5742 or Fax (502) 267-8801 for further information.
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940023
STATE BAR OF WISCONSIN FORM I - 2000 BETH PABST
REGISTER OF DEEDS
Document Number WARRANTY DEED ST. CROIX CO., WI
08/11/2011 3:19 PM
THIS DEED, made between The RiverBank, a Minnesota banking EXEMPT#• N/A
corporation..* J Grantor, and Travis M. REC FEE' 30.00
err e.rantee. TRANS FEE: 90.00
Grantor, for a valuable cons deration, conveys to Grantee the following
described real estate in St. Croix County, State of Wisconsin (the PAGES: 1
"Property"):
W h keme ye._ r
Lot 30, Plat of Alexander Meadows First Addition in the Town of Hodson,
St. Croix County, Wisconsin.
Recording, Area
Nantc and Return Address:
St. Croix County Abstract and Tille CO.. Inc.
219 S. Knowles Ave.
New Richmond, WI 54017 SFA8447
Together with all appurtenant rights, title and interests.
Parcel Identification Number (PIN)
020.1478-17-000
This is not homestead property.
Grantor warrants that the title to the Property is good, indefeasible in fee simple and free and clear of encumbrances except
casements, covenants, and conditions of record.
Dated this 6 day of August, 2011
The RiverBank, a Minne ota banking corporation
'
* B andberg, chief financial Vfficer
4y -
AUTHENTICATION ACKNOWLEDGMENT
Signature(s) STATE OF WI' UN' IN )
COUNTY OW ) ss.
authenticated this Personally came before me this the above named The
RiverBank, a Minnesota banking corporationby Janine
* Sandberg, CFO to me known to be the person(s) who executed
TITLE: MEMBER STATE BAR OF WISCONSIN the foregoing instrument and acknowledged the same.
(Ifnot, t7 `jf' al~
authorized by § 706.06, Wis. Stats.}
'rH1S 1NSTRIIMEN'r WAS DRAT T I.) BY Notary Public, State of WisconsiRo%`ilo P 011'r ~
My commission is permanent.~y~~ }a)hrn date:
Robert L. Lobere No I
Loberg Law Office Img/
(Signatures may he authemicated or acknowledged. Both are not necessary.) Z
'Nantes of person signing in any capacity muss to typed or printed below their signature , . Z
10 lip
WARRANTY DEED STATE BAR OF WISCONSIN OWNt ,r'dD00
1of1
> e •
1t,,}f +882D Si 53a}8
i
/ qa / ~:.s : 8 /7 {p ^ - ! CaNSTRU TIC
N89-45-55W scour TRAIL
. arc') i N• ~
~ • SCO 1
15' caNSTRUC.MW TRAIL
EASSIENr (SEE
C'aNSTRUCTIaN
+ *X EASEUENTS -BEL0W)
~ , LOT 29
3 '
L80-967_0 DRA1N1
HWL=964.0
AJL,e EASEM
TABLE
DIRE
F g W.3 W1 S00'
* s• DRAINAGE W2 S35:
W3 S85'
W4 S00'
W5 S32
~ Q
O
13T 31 LO'' 30 W8 ST 6
W7 560;
W8 N60'
L60=96 .0 W9 N27,
828.97'--
% 3Q
435.28" fb
N89°31'03"E
577.05'
SOUTH UNE OF THE UNI PLI
NWI/4 OF THE 5E1/4
ST. CROIX COUNTY
SEPTIC TANK MAINTENANCE AGREEMENT
AND
OWNERSHIP CERTIFICATION FORM
Owner/Buyer ---Mailing Address
Property Address R t f S?
(Verification required from Planning & Zoning Department for new construction.)
City/State Parcel Identification Number
LEGAL DESCRIPTION
Property Location , Sec. T v)0/ N R'~'W, Town of
Subdivision Plat: Lot #
Certified Survey Map # , Volume , Page #
Warranty Deed # %V
00-) .3 (before 2007)Volume , Page #
Spec house ❑ yes ❑ no Lot lines identifiable ❑ yes ❑ no
SYSTEM MAINTENANCE AND OWNER CERTIFICATION
Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper
maintenance consists of pumping out the septic tank every three years or sooner, if needed, by a licensed pumper. What you put into
the system can affect the function of the septic tank as a treatment stage in the waste disposal system. Owner maintenance
responsibilities are specified in §Comm. 83.52(1) and in Chapter 12 - St. Croix County Sanitary Ordinance.
The property owner agrees to submit to St. Croix County Planning & Zoning Department a certification form, signed by the
owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on-site
wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is
less than 1/3 full of sludge.
I/we, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the
standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin.
Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Planning &
Zoning Department within 30 days of the three year expiration date.
I/we certify that all statements on this form are true to the best of my/our knowledge. I/we am/are the owner(s) of the
property described above, by virtue of a warranty deed recorded in Register of Deeds Office.
Number of bedro s
2/?
SIGN URE OF APPLICANT(S) DATE
***Any information that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning Department.
Include with this application a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if
reference is made in the warranty deed.
(REV. 09/07)
` ~~7 W RECEIVED
scons in SOIL EVA UATION REPORT #2031
Department of Commerce D E C 0 4 aia@6nce w h Comm 85, Wis. Adm. Code Page 1 of 3
Division of Safety and Building f) Steel's Soil Service
Attach complete site plan on paper not le~s than 84th z Ri hes in ze. Plan must County St. Croix
include, but not limited to: vertical nd honz direction and
percent slope, scale or dimensions, north arrow, cation and distance to nearest road. Parcel I.D. Please print all infor [Rev' ed By Date
Personal information you provide may be used for sec ry purpo ivac w, s. 15.04 (1) (m)). L
Property Owner 'Property Location
LaCasse Development, Inc. Govt. Lot na N 1/4, SE1/4, S13, T29N, R19W
Property Owner's Mailing Address Lot # 3 Block # Subd. Name or CSM#
573 Cty Rd "A" ,i8' na Alexander Meadows First Addition
City State Zip Code Phone Number City ❑ Village ❑ Town Nearest Road
Hudson WI 54016 715-381-5405 Hudson Alexander Rd.
i
❑ 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.M. Trenches spaced and depth to code 4.33ft below grade or
and recommendations: to be adjusted to sand depth at the time of installation.
Boring # ❑ Boring
Pit Ground surface elev. 95.45 ft. Depth to limiting factor 100 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GPD/ftz
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2
1 0-6 10yr4/4 none sl lmsbk mfr cs 1vf .4 .6
2 6-26 7.5yr4/4 none scl 2msbk mfr cs na .4 .6
3 26-100 7.5yr4/6 none ms osg ml na na .7 1.6
Ito
2 Boring # ❑ Boring
❑ Pit Ground surface elev. 98.05 ft. Depth to limiting factor 100 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
1 0-6 10yr4/4 none Is osg mvfr cs 1vf .7 1.6
2 6-100 7.5yr4/4 none ms osg ml na na .7 1.6
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Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L " Effluent #2 = BOD5 S30 mg/L and TSS S.30 mg/L
CST Name (Please Print) Signature: 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 U L/ Page 2 of 3
❑ Boring # E] Boring
❑ Pit Ground surface elev. 92.95 ft. Depth to limiting factor 100 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-16 10yr4/4 none sl 2msbk mfr gw if .6 .8
2 16-43 7.5yr4/4 none sicl 2msbk mfr gw na .4 .6
3 43-100 7.5yr4/6 none ms osg ml na na .7 1.6
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/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
❑ 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/ft2
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 = BODS < 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, Lo{ 8 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. 100.35 ft
Top of 3/4" pvc pipe
❑ = Borings
Boring Elevations
BI = 95.45 ft
I B2 = 98:e.6 ft
2 B3 = 92.95 ft
CN B4 = 0.00 ft
r ~ i