HomeMy WebLinkAbout020-1479-28-000
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Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix
Safety and Building Division Sanitary Permit No:
INSPECTION REPORT 506145 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:
Bast, Kernon J. & Don Ida J. Speer- Hudson, Town of Z 020-1479-28-000
CST BM Elev: Insp. BM Elev: BM De ript'wn: / J Section/Town/Range/Map No:
116~15 l(,~j/(J /T 36.29.19.3049
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV.
Sew,;~~ Yt D %T ✓J to j Benchmark
0
Dosing DGQ Alt. BM
Aeration Bldg. Sewer
St/Ht Inlet
FdotA~rfg e T i -7 ;9 I
St/Ht Outlet
TANK SETBACK NFORMATION
TANK T P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet n I ^ ^ G~ Z 9S s
Seem (~Q IX~ /
Septic Dt Bottom
Dosing Header/Man. 5- IS—
Aeration 13 Dist. Pipe Sky-j
Holding ! Bot. System U+ / S q, ~'f - 3
PUMP/SIPHON INFORMATION Final Grade y S /00, -
Z-Manufacturer Demand over q
GPM 'r rie'~s l~3• /
Model Number + e- `O 14 Z 9v
TDH Lift Fricti n Loss System Head TDH Ft
C :3
Forcemain Length / Dial Di t VIA 1 L
SOIL ABSORPTION SYSTEM O -,J f (p - S- Gi'inr.{3
BED/TRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Pits Inside Dia. Liquid Depth
DIMENSIONS 3 OtJ' 7
SETBACK SYSTEM TO P/L BLDG WELL ILAKPtTREAM LE G Manuf,c r
INFORMATION Type Of System: < OR t~
a 7 / n IZ/ UNIT Model l! er.
DISTRIBUTION SYSTEM sec d ac" 6
x Hole Size x Hole Spacing Vent t Air Intake
Head anifold Distribution t _3
h Pipe(s) 0
~
Length Dia2 Length_ Dia Spacing
SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only
Depth Over Depth Over xx Depth of odded xx Mulched
Bed/Trench Center`/ / Bed /Trench Edges Topsoil T7 ~ ~ Yes ® No Q Yes [E No
COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: y / /d Inspection #2:
Location: Settlement Dr. -Common Septic System lots 6 - 11 Hudson, WI 54016 (SE 1/4 SW 1/4 36 T29N R19W)/Cotto Parcel No: 36.29.19.3049
1.) Alt BM Description GO ~vW -IT
2.) Bldg sewer length = /-Z ~ 7 /P/ 7., r7 Ap
- amount of cover = -U 0 Z~
Plan revision Required? 7 Yes No D O ~D r l / ~S
Use other side for additional information. CO
Date Insepctor's Signature Cert. No.
SBD-6710 (R.3/97)
t
in Departmett of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix
d'B~jilding Division
INSPECTION REPORT Sanitary Permit No:
506145 0
V NERAL 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: 0 W - 1479,_
Bast, Kernon 11006,16 Hudson, Town of IN 4 0294-1•09-159-990
CST BM Elev: Insp. BM Elev: BM Description: t a _ SectionR n/ nge/Map No:
1 /00 ~ GS ~r V V 36.29 .19.4444
TANK INFORMATION ELE ATIO 3627
TYPE MANUFACTURER -t CAPACITY STATION BS HI FS ELEV.
51 .4
Sept
Benchmark r 7 164.1 /a
Dosing W i II tvLi ~C~C~d Alt. BM~ ~T INS` ~J /7 ZJ
Aeration Bldg. Sew /3• 9-5_ X7 Y,0~t A Q ~i~z 1 -2- 7-7 ? -
Holding St/Ht Inlet 136Tfd g 3:3
SUP Out et
TANK SETBACK INFORMATION -fv S• b S•
TANK TO P/L " WELL BLDG. Vent to Air Intake ROAD n e Z y
VV 0q
S tic > f Dt Bottom ~Jos, n
C~
! / AM- N k AIA- Header/Man. d -61
eration / Dist. Pipe ,7 • 5i5*
a ~7 Holding Bot. System 51
1, Final Grade L' C
PUMP/SIPHON INFORMATIO f46 -Z
d •~L y
IN Demand St Cover
M nufacturer
Q.. 7C t JS GPM o U 7 ~O3
t5k
TDH Lift , 35 Friction Lo s y tem Hea TDH F z ~f
Forcemain Length ` Dia. ~I Dist. to Well T-1 y'
36 z AA-
SOIL ABSORPTION SYSTEM '
BED/TRENCH Width Length / No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth
DIMENSIONS -3 6
SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer:~Z ~/a
INFORMATION CHAMBER OR
Type Of System: Z7 UNIT Model Number:
n ~V fQ iT' ~Q
c~^, a
DISTRIBUTION SYSTEM ~ ~a~1e~►' a- b
Header/Manifold 11 Distribution / Ix Hole Size Ix Hole Spacing Vept I Air Intake
o P'pe(s) l r1Z % 3 L/.
Length D Dia Z- Length L s Dia Spacing
SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only ,
'Depth Over ! Depth Over xx Depth f xx Seeded/ d xx Mulched 4.45 ed/Trench Center Bed/Trench Edges Topsoil Yes No Yes No
COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: 5 / d / Inspection #2:111 / / U,,
Location: Hudson, WI 54016 (SE 1/4 SW 1/4 36 T29N R19W) Cottonwo d Ridge Lot 6 Parcel No: 36.29.19.444A /
1.) Alt BM Description = r
2.) Bldg sewer length Q ~LJ~~ C,~QJI
~s fip ~LG(iy~l~ / G~C1 (p r _ ~6
-amount of cover if
4:
Plan revision Required? Yes o ~O D /O
Use other side for additional information. -
Date [rise tor's Si u Cert. No.
SBD-6710 (R.3/97)
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Parcel 020-1479-28-000 08/14/2012 04:13 PM
PAGE 1 OF 1
Alt. Parcel M 36.29.19.3049 020 - TOWN OF HUDSON
Current ❑ ST. CROIX COUNTY, WISCONSIN
Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type # of Units
09/25/2007 0
Tax Address: Owner(s): 0 = Current Owner, C = Current Co-Owner
0 - BAST, KERNON J & DONALDA J SPEER-
KERNON J & DONALDA J SPEER- BAST
948 LABARGE RD
HUDSON WI 54016
Districts: SC = School SP = Special Property Address(es): Primary
Type Dist # Description
SC 2611 SCH DIST OF HUDSON
SP 1700 WITC
Legal Description: Acres: 0.600 Plat: 11-023-COTTONWOOD SOUTH LOTS 1/26020-07
SEC 36 T29N R19W PT SE SW COTTONWOOD Block/Condo Bldg: OUTLOT 02
SOUTH OUTLOT 2 (BEING COMMON SEPTIC
SYSTEM FOR LOTS 6-11) (ASSESSED WITH Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4)
OTHER PARCELS) 36-29N-19W SE SW
Notes: Parcel History:
Date Doc # Vol/Page Type
09/25/2007 861165 11/23 PLAT
01/28/2005 786109 2739/316 WD
10/30/1998 590369 1371/572 WD
2012 SUMMARY Bill M Fair Market Value: Assessed with:
0
Valuations: Last Changed: 08/17/2010
Description Class Acres Land Improve Total State Reason
OTHER X4 0.600 0 0 0 NO
Totals for 2012:
General Property 0.000 0 0 0
Woodland 0.000 0 0
Totals for 2011:
General Property 0.000 0 0 0
Woodland 0.000 0 0
Lottery Credit: Claim Count: 0 Certification Date: Batch M
Specials:
User Special Code Category Amount
Special Assessments Special Charges Delinquent Charges
Total 0.00 0.00 0.00
~ a O ~ X ~ / I I I D
1
,~Troxo 2~
wL-yo39.e. sue. % / J °x' 1-~~ \
\ LBO=1041.0 / - -LBO 1041.0' x1\ .
26
SIFT B.ILWJL
("CK # € € : l \ X f _
18
I\ce
F
17 \ \ \ \ \ \
01 LB0=1038.0 LBO 104L0 \ \ \
21 2i 23
x' aI r . \ 1 LBO=1042.0
91 I ` INFIPOND LiM - 1 R~~ i \ \ \ \ \ \ ' \,~~11~~,~p\ \
^ I I ~Nfi1 ~~w~`'~ xoosE mew ND 5I = NI
1 UIK110x
HWL=IGSL6
f--- r__ r------------
MUM /U ( A II I •N0 I I I $I f I I I \ `~\j
I III 1 I I \11
po 1 \ I III I I I~ I V I I I I i\ (P W I I i~;o'F!~ 12 ( LBO=1046.0 11-1
y l I I I, I i li 1 II I I F I o I za djo / LBO=1oa3s
a I , II I I I ~I I o~ I z I / r
I I I I + 1 1 = g I I, I I COMMON
y 1 ` I I I I 00 16=1043 0 I I II 1 15 SEPTIC
I III LBO=1043.0 I I I I = I = 0uno
_ \ I I\ _ J I I L_ I 14 I III I F Us ~ I
LB0=1043.0 13
LBO=1046.0
OJLW.
~~~I J ( T / - 7SFT SETBA K
N \ \ \ 1\ `~Jl llf NW-1039.0
co N
-1-
N LEGEND NOTES,
- _ 1. INSTALL EROSION MAT ON 4:1 SIDE SLOPES OR GREATER AS PER
N0SI MAT TO BE VASDOT CLASS I TYPE B OR APPROVED EQU
/ EXISTAJG tOFi CONTOURS
L0 _
2 / l - - - 2 SILT-FENCE TO BE INSTALLED ON THE DOVMSLOPE SIDE TO INTEF
I f
W EXISTING 2FT CONTOURS ARAREAS OF THE SITE. EAS. SEE DETAIL SHEET 03 FOR SILT FENCE INSTALLATION.
U) IaPPR0X0AAIE HOUSE LOCATION 3. INSTALL SEDIMENT LOGS AT CULVERT PUTS AND ANY OTHER LO(
N {ACTUAL HOUSE LOCATION MAY VARY) SEE DETAIL SHEET 3 FOR SEDIMENT LOG INSTALLATION.
!o CONSTRUCTION VEHICULAR 4. SEEDING AND MULCHING ARE REQUIRED ON ALL DISTURBED AREA:
TRACKING PAD TO SECTION 627 MULCHING AND SECTION 630 SEEDING OF THE Sl
STANDARD SPECIFICATIONS. SEED MIXTURE NUMBER 20 SHALL BE
75Fi ORDINARY HIGH APPROVAL BY THE ENGINEER. TEMPORARY SEED SHOULD BE APP
ups MUM WATER MARK BUFFER EXTENDS PAST SEPTEMBER 1ST OF ANNUAL RYEGRASS AND OATS
POUNDS PER 1000 S.F. OF AREA AND LEFT OVER WINTER. PERM/
p = = COMPLETED THE FOLLOWING SPRING. IF TEMPORARY SEEDING CAN
u~ BEFORE WINTER FREEZE UP THEN ALL DISTURBED AREAS VALL BE
i• 100 YR HIGH WATER LINE 120 POUNDS PER 1000 S.F. AND PERMANENT SEEDING SHALL BE 4
a DRAINAGE EASEMENT FOLLOWING SPRING.
S. INSTALL VEHICULAR TRACKING PADS AT DRIVEWAY LOCATIONS AS
LBO=XXXX.X LOWEST BUILDING OPENING ELEVATION SHEET 3 FOR VEHICULAR TRACKING PAD INSTALLATION.
Document No.
POWTS AGREEMENT
Owner name and address:
Kernon Bast
948 LaBarge Road
Hudson, WI 54016
This indenture, made by "owner" and their successors in interest, own a
POWTS (Private Onsite Wastewater Treatment System) requiring regular
monitoring and maintenance in accordance with the manufacturers recommended Return to:
procedures. These procedures must be performed by a manufacturer authorized Kernon Bast
service provider licensed by the State of Wisconsin to perform these services. 94$ LaBarge Road
Results of these procedures shall be reported to the appropriate Governmental Unit as required by code. Hudson, W1 54016
Location of POWTS: Parcel ID#:
Lots: 6, 7.8. & 9 Block: Na , Subdivision/CSM: P!9 of Cottonwood South
being part of. SE '/4 SW '/4 of Section 36, T. 29 N., R. 19 W.,
Tn. Of Hudson, St. Croix County, Wisconsin.
POWTS DESCRIPTION:
Wieser Concrete W2000 Bio tank with Bio-Microbics "Micro-fast 3.0" pre-treatment unit, pre-treated
effluent discharged to conventional dispersal component constructed in compliance with In-Ground
Component Manual, SBD-10105-P (N.01/01).
OWNERSHIP RIGHTS AND RESPONSIBILTY FOR POWTS:
operty "owner" as described holds sole ownership rights. "Owner" is responsible for insuring
s ction, operation and maint ce of POWTS.
Vin De
~-i7-67_
( er 7 signature) (Date)
er signature) (Date)
Acknowledgement:
(and hese name , Kernon Bast, kno to me to bee ergo executing the foregoing instrument. Subscribed
sworn t before me this da of , 2007.
OTARY PUBLIC, State of isconsin
My Commission Expires: 40~ L,67
Instrument Drafted By: James K. Thompson
POWTS SERVICE CONTRACT
The proper operation and maintenance of the components listed below will significantly influence the
performance and life expectancy of the POWTS (Private Onsite Wastewater Treatment System). This
agreement authorizes A.C.E. Soil & Site Evaluations, L.L.C. personnel (Service Provider) or their
representative access to the POWTS components during regular business hours to perform regular
inspections and routine maintenance of those components.
It is herby agreed by and between Purchaser and Service Provider that in consideration of the payments
provided for herein, Service Provider will provide a manufacturer trained and State licensed inspector to
perform periodic inspections of the POWTS components as set forth below. Service Provider will prepare
a written inspection report after each inspection containing any recommendations for the operation,
maintenance, and or repair of the POWTS deemed appropriate by the Service Provider. A copy of the
report will be provided to Purchaser and the appropriate Governmental Unit. Service Provider will supply
additional services, parts, or labor only after authorization by purchaser.
This agreement does not assume any responsibilities or obligations that are normally the responsibilities
and obligations of the purchaser and does not cover any costs associated with operation, maintenance and
or repair of the POWTS. In no event shall Service Provider be responsible for any special or consequential
damages, including but not limited to, loss of time, injury to person or property, or incidental economic loss
due to equipment failure for any reason whatsoever.
This agreement shall remain in effect for a period of two (2) years from the date of POWTS installation,
and will be automatically renewed each year thereafter unless amended or cancelled by either party with 30
days written notice. This agreement may be cancelled by Purchaser only if replaced by a service contract
with another service provider authorized to inspect and maintain the specific POWTS components in
question.
Purchaser agrees to pay Service Provider the sum Of $ 85.00 per inspection. Four (4) inspections will be
provided over the first two-year period at six-month intervals. Payment for the first four inspections will be
included in the cost of the POWTS design. One (1) inspection per year will be conducted thereafter with
inspection fees billed at the time of inspection.
POWTS DESCRIPTION:
Wieser Concrete W2000 Bio tank with Bio-Microbics "Micro-fast 3.0" pre-treatment unit, pre-
treated effluent discharge to In-ground dispersal component constructed in compliance with In-
Ground Component Manual, SBD-10705-P (N.01/01).
POWTS Location:
Lots: 6. 7, 8 & 9, Plat of Cottonwood South, located in: SE '/4 SW '/4 of Sec. 36, T. 29 N., R. 19
W., Tn. of Hudson, St. Croix Co., WI, Parcel #
Owner name and address:
Kern s
Jsx-pWge Road
Hud , WI 54016
Ad--
(0 er signature) (Date)
Service viler: -
/ C.E. Soil"& Site Evaluations, L.L.C.
NO Paulso Lake Road
Osceola, W/I I 0
2 6
ice Provider signature) 01ate)
Instrument Drafted By: James K. Thompson
ST. CROIX COUNTY
SEPTIC TANK. MAINTENANCE AGREEMENT
AND
OWNERSHIP CERTIFICATION FORM
Owner/Buyer
Mailing Address
9
Property Address l-- i ~ _U Le w,~l by-1 114-e-
(Verification required from Planning Zoning Department for new construction.)
City/State Parcel Identification Number 5,6
LEGAL DESCRIP110N Z ° y~79- Z~~Ov
Property Location Ste'/4 1; , Sec. , T,~N R,Zf W, Town of
Subdivision 0 7 V , .ot #
Certifled Survey Map # _ Volume----, Page #
Warranty Deed # Volume 2 -73 J Page # - 7H,
Spec house no Lot lines identifiable S no
SYSTEM MAINTENANCE AND /OWNER CERTIFIC4M0N
Improper use and maintenance of your septic system could result in its premature failure to handle x astes. Proper
maintenance consists of pumping out the septic tank every three years or sooner, if needed, by a licensed putnper. 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 Wonurt. 83.52(1) and is Chapter 12 - St. Croix County Sanitary Ordinance. -
'I're property owner agrees to submit to St. Croix County Planning & Zoning Department a certification form, signed by the
owner and by a master plumber, journeymazt plumber, restricted plumber or a licensed ptunper verifying that (1) the on-site
wastewater disposal system is in proper operating condition andlor (2) After inspection and pumping (if necessary), the septic tank is
less than 1/3 full of sludge.
L'we, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the
standards set forth, hercia, 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 mast be completed and returned to the St. Croix County Planning &
Zoning Department within 30 days of the three year expiration date.
Uwe certify that all statements on this form are true to the best of my/our knowledge. I/ae amlare the owners! of the
property described above, by virtue of a warranty deed recorded in Register of Deeds Office.
SIGNA OF APPLICANT(S) DATE
N?nyinformation edrooms
**that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning Department.
Include with this application a recorded warranty creed from the Register of Deals Office and a copy of the certified survey map If
reference is made in the warranty deed.
((RLV. us/as
'11/08/2000 10:59 FAX 715 200 0098 Certified Soil Testing
4340633
KATHLEEN H. WALSH
Affidavit REGISTER OF DEEDS
ST. CROIX CO., NI
Per Comm 83.22 (2)(b)5,b
RECEIVED FOR RECORD
12/14/2006 10:15AN
Transaction # AFFIDAVIT
EXERT #
REC FEE: 11.00
TRANS FEE:
COPY FEE:
CC FEE :
I}'f}RLE~ ~ QaU' ~11~ _ ~ PAGES: 1
Return to: Henry Grote
E. 4366 353`d Ave.
Menomonie, WI 54751
I
I, Kernon Bast , hereby certify that 1 am responsible for maintenance to the septic
(POWTS) system serving the four lots described as Lots 6, 7, 8, and 9, Cottonwood South
Subdivision.
Description of property: Lots 6, 7, 8, 9; Cottonwood South
County: St. Croix Township: Hudson
property address: CTHW N
Property Description: SE SW Sec. 36, T 29 N, R 19 W
The proposed POWTS system operation and i-naintenance will be my responsibility. Tlus
includes the septic tank - pump tank systems on each lot, the common collection system, the
dose ank and pumps, and the dispersal system located by
aerobic treatment system, ?ownerr'~
easement on lots 11 and 1Signature:
Title: Date: I6
• 7 O~C~
Pamela A. Willman
Subscribed and sworn before me this Notary Public
State of Wisconsin
~j day of La o !P
Notary Public
5-4- County; Wisconsin
My commission expires 2--2r-6_7
This instrument drafted by Henry Grote
loft
833416
KATHLEEN H. WALSH
REGISTER OF DEEDS
ST. CROIX Co., WI
STATE BAR OF WISCONSIN FORM 2- 2000 RECEIVED FOR RECORD
WARRANTY DEED 08/30/2006 01; 96pN
Document Number
WARRANTY DEED
THIS DEED, made between Michael E. Larson and Joann L. Larson, EXOPT #
husband and wife, Grantor, and Kernon J. Bast and Donalda J. Speer-Bast, REC FEE: 13.00
husband and wife, Grantee. TRANS FEE: 2589.00
Grantor, for a valuable consideration, conveys and warrants to Grantee COPY FEE:
the following described real estate in St. Croix County, State of Wisconsin: CC FEE:
PAGES: 2
SEE ATTACHED EXHIBIT A
Recording Area
Name and Return Address:
Edina Realty Title, Inc.
400 S. , 2nd St. -Suite ! l5 l;~
Exceptions to warranties: Hudson, WI 54016
U
Easements, restrictions and rights-of-way of record, if any. 511203
040-1000-90-000
020-1109-60-000.. 020-1109-90-100
Parcel Identification Number (PIN)
This is homestead property.
Dated this 18th day of August, 2006.
* Michael E. Larson * J L. Larson
* *
AUTHENTICATION ACKNOWLEDGMENT
Signature(s) the j f0V4" STATE OF WISCONSIN )
udlcC T- CROIX COUNTY. ) ss.
authenticated this l 8th day of August, 2006 State Of W sCen$~ personally came before me this August 18, 2006 the above
* named Michael E. Larson and Joann L. Larson, husband and
wife to me known to be the person(s) who executed the
TITLE: MEMBER STATE BAR OF WISCONSIN foregoing 7trurrient and acknowledged the same,
(If not,
authorized by § 706.06, Wis. Stats.)
THIS INSTRUMENT WAS DRAFTED BY *Chen B wn
Notary Public, State of Wisconsin
Peterson, Fram re Bergman -Steven Bruns My commission is permanent. (If not, state expiration date:
50 East Fifth h Street, St. Paul, MN 5510 01 3/11/2007 )
(Signatures may be authenticated or acknowledged. Both are not necessary.)
*Names of persons signing in any capacity must be typed or printed below their signature
WARRANTY DEED STATE BAR OF WISCONSIN FORM No.2-2000
I of 2
i
EXHIBIT A
A PARCEL OF LAND LOCATED IN PART OF THE NE %4 OF THE SW '/4 AND PART OF THE SE '/4 OF THE SW '/4 OF
SECTION 36, T29N, R19W, TOWN OF HUDSON, AND IN PART OF THE NE 14 OF THE NW '/4 OF SECTION 1, T28N, R19W,
TOWN OF TROY, ALL IN ST. CROIX COUNTY, WISCONSIN; INCLUDING LOT 1 OF CERTIFIED SURVEY MAP
RECORDED IN VOLUME 6, PAGE 1642 AT THE ST. CROIX COUNTY REGISTER OF DEEDS OFFICE; MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE S '/4 CORNER OF SAID SECTION 36 BEING THE N '/4 CORNER OF SAID SECTION 1; THENCE
S00°26'27"E, ALONG THE NORTH-SOUTH''/4 LINE OF SAID SECTION 1, 24.00 FEET; THENCE N45°18'02"W 34.02 FEET
TO THE SOUTH LINE OF THE SW '/4 OF SAID SECTION 36; THENCE S89°50'23"W, ALONG SAID SOUTH LINE, 1268.60
FEET; THENCE N44°48'35"W 33.73 FEET TO THE WEST LINE OF THE E %1 OF THE SW %4 OF SAID SECTION 36; THENCE
N00°32'26"E, ALONG SAID WEST LINE, 1480.62 FEET TO THE CENTERLINE OF COUNTY TRUNK HIGHWAY "N" AND
A PONT ON A 1999.00 FOOT RADIUS CURVE, CONCAVE SOUTHERLY, WHOSE CENTRAL ANGLE MEASURES
2°43'02", WHOSE CHORD BEARS S79°16'37"E AND MEASURES 94.79 FEET; THENCE EASTERLY, ALONG THE ARC OF
SAID CENTERLINE AND SAID CURVE, 94.80 FEET TO THE POINT OF TANGENCY; THENCE S77°55'06"E, ALONG SAID
CENTERLINE, 967.65 FEET; THENCE S76°47'47"E, ALONG SAID CENTERLINE, 280.04 FEET TO THE NORTH-SOUTH '/4
LINE OF SAID SECTION 36; THENCE SO0°27'05"W, ALONG LAST SAID '/4 LINE, 1216.78 FEET TO THE POINT OF
BEGINNING.
NOTE: Lot 1 of Certified Survey Map filed April 8, 1986 in Volume "6", page 1642, as Document No. 410755 is included in the
above described lands.
2 of 2
commereeml.gov~ 5atety and DuOditt s Division --___T County '
i I
s ~ 201 W. ~VJashi7gtun Ave., P.CJ. Box 71x2
+ 1co sin Madison, Wl 53707-1,,16'T -
San- ry Permit Number (to be tilled in by Co.)
tok~rtrriem of COMMftroer
7Yansaction Number v -
Sanitary Permit Applicatio
In accordance a N, N. Con rn. 83 21(2), Wis 'm. Code subur,ssion of this torin to the appropriate governmental 131f 6,
unit is requ t0 prior to ubtaimi g 9 sanitary rrivi Note: Application forms ter state-owned POW'T I are i Project Address (if different thanmailing addressi
subm teed t, the DcDu rrn nt U i unirneicc Pers n,V info n?aiion you provuic ni y be used for seconds I
wt Pnscs m a.,.otdatcc wiry the PtnaCy LZw, s. 5_t)4(t)0'), S tam
L A )licatit Information - Please Print Alt Information -
P:oper!y Owner'-. Name ~ ~ Y Parce; #1
Propert-, Owner's mailing Address - 7
L~~--_ Property Lcxation
! APR
uovt. Lot
C ity , State Zip C.c,de M4$r000N Y- /
S cUOn
c.rcie one)
II Type of Building (check all that apply) - I Lot t _ _ T
or 2 Fanttly Dwelling - \f,r Fes trt'Redronr.}5 N e~ Z~~~ v Subdivision Name j
❑ Pubi;uCcntrnercia' - Descnlti Use Block K
- -
- t~ City of - -
umbb'rlla a at
CSA Numb lSwnr,t - t~csc be 1.se \ 7 g 19 ~
` own of I
Il[. "Type of Permit: (Check only one box on litre Comp to e f applicable} - -
AXNew System Iteplacement Systcn' _ i ❑ Treat K
m t, Haidir. Tank RePiazm crt Only Ot
~ ; ❑ he: Modification to Existing System texplam>
I
B n Permit Renewal ' unit Res•iaton _ plumberT _ List Previous Permit Number and Date Issued
❑ Change (t' _ ❑ Permit Transfer to New
Before Expiration Own:::
IV. Type of POWTS 5ysteni ~oner[t/ ceffheclk all that apply)`__,
Non-Pressurized In-Ground Pressur?zad In-Ci uund fade El Mcun3 > 74 ir; of lel Mown, < s of
Q s , e soOt/~/~ G Jr
LC ✓
}loldin, T4nk ❑ Othi:r Dispersal Component (sxplain)_- Pre reatmew Device t'explaln)_ ~ ?S
V. Dispersal(frcatmettt Area Information:
Fir sign Flow igpd) Design Soil Application Ratek,jids_t) - t ispersai Area Requires (sf) Dispersa; Area Proposed (sQ System Flevat,cr I
V1. Tank info Capacity in I:xai Y of l~- Manufacturer
E Gallons Gallons i Umts i o T,j I .u I
New Tanks lT ExisiingTank; V c4' w '
It: ro ~ I
t? Fn to u.
(5
- - L~~ - - "`L~
Septic or Hoiding'Tank Uusrn,, Cl~ambrr ~ -
VI L Responsibility Statement- 1, the undersigned, assurne resporodbility, for Installathm of rho P0,1W Sit n on the attached plans.
Plum'oe's Nanic ;Porn) Piumber's Signature r - - - IF, PRS Number f Business Pborre Number
Pi,rnixr's Address (Street, ('sty, State. Zip Code) I I /
1111. mnty'Department titre Oniv
CI ~Perm it Fee e l ued~~suing Agent Signat re
pproved Disapproved
rJ j
u Owner Gven Reason for Denial D / J
IBC. C nditlons of .4ppru; a1/Reasons fqr D11- lrlrroval
~ d ln2 y/ao~o O
r
at.' to plete plans 1b, 1,be S%Istao, and submit to the Couno only on papcr not Iaie than 8 3;2 X I In her I st e - <
S D-639iZ(R. 01107) vaiid thrtl Ol/O /VZ
r te,
1--^
-74, ~e ~C G Lo 73' 6, -7
Safety and Buildings
4003 N KINNEY COULEE RD
commerce.wi.gov LA CROSSE WI 54601-1831
isconsin TDD (608) 264-8777
www•commerce.wi.gov/sb/
www.wisconsin.gov
Department of Commerce
Jim Doyle, Governor
Mary P. Burke, Secretary
April 17, 2007
CUST ID No. 222774 ATTN: POWTS Inspector
HENRY F GROTE ZONING OFFICE
CERTIFIED SOIL TESTING ST CROIX COUNTY SPIA
E4366 353RD AVE 1101 CARMICHAEL RD
MENOMONIE WI 54751 HUDSON WI 54016
CONDITIONAL APPROVAL
PLAN APPROVAL EXPIRES: 04/17/2009 Identification Numbers
Transaction ID No. 1386134
SITE: Site ID No. 720623
Cottonwood Ridge South Please refer to both identification numbers,
County Road N above, in all correspondence with the agency.
Town of Hudson, 54016
St Croix County
SETA, SWl/4, S36, T29N, R19W
Lot: 6-7-8-9, Subdivision: Cottonwood Ridge South
FOR:
Description: Pressurized In-Ground / Commercial (4 houses) / ATU
Object Type: POWTS Component Manual Regulated Object ID No.: 1108003
Revision; Maintenance required; 2,400 GPD Flow rate; 110 in Soil minimum depth to limiting factor from original
grade;
System: In-ground POWTS Component Manual, SBD-10705-P (N.01/01),
Pressure Distribution Component Manual - Version 2.0, SBD-10706-P (N.01101);
Aerobic Treatment Unit, Biofilter
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.
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. CQ i~tt
The following conditions shall be met during construction or installation and prior to occupancy or use: Apr
Reminders nay
~ V1oF
• This system is to be constructed and located in accordance with the enclosed approved plans and with the
component manuals listed above. SEE COR
• The Biomicrobics, FAST 0.75 units (one installed at each house) must be installed in accordance with the
manufacture's printed instruction and system sizing criteria found in Comm 83, Wis. Adm. Code. If there is a
conflict between the manufacturer's instructions and the plan approval, the plan approval and code requirements
will take precedence.
• A maintenance and monitoring contract for the Biomicrobics, FAST 0.75 unit is required for as long as the
units are in service.
The observation pipes must be located at a junction point between two EZ-Flow products so as not to create
separation of the bundles within a product.
HENRY F GROTE Page 2 4/17/2007
• The wells must be a minimum of 25 feet from any POWTS tank, and a minimum of 50 feet from the absorption
area. chs. NR 811 & 812c
• A Sanitary Permit must be obtained from the county where this project is located in accordance with the
requirements of Sec. 145.135 and 145.19, Wis. Stats.
• Inspection of the POWTS installation is required. Arrangements for inspection shall be made with the designated.
county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stat
• Comm 83.22(7) 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.
Owner Responsibilities:
• Comm 83.52 Responsibilities. The owner of a POWTS shall be responsible for ensuring that the operation and
maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s.
Comm 83.54(1).
• Comm 83.52(2) A POWTS that is not maintained in accordance with the approved management plan or as
required under s. Comm 83.54(4) shall be considered a human health hazard.
• Comm 83.55 The owner is responsible for submitting a maintenance verification report acceptable to the county
for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s)
utilized in the POWTS.
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.
The above left addressee shall provide a copy of this letter to the owner and any others who are responsible
for the installation, operation or maintenance of the POWT5.
Sincerely, Fee Required $ 75.00
Fee Received $ 75.00
Balance Due $ 0.00
Charles L Bratz
POWTS Reviewer II , Integrated Services W SMART'code: 7633
(608)789-7893 , 7:45 am - 4:30 pm Monday - Friday
charles.bratz@wisconsin.gov
cc: Leroy G Jansky, POWTS Wastewater Specialist, (715) 726-2544, Friday, 7:00 A.M. To 3:30 P.M.
Cottonwood Ridge South Common In-ground System
Revision to Transaction # 1343361, Site ID # 720623
Construction Materials and Techniques
All materials must comply with Comm 84 and be installed in accordance with manufacturer's
specifications. Construction methods must comply with the following Component Manuals:
In-Ground, SBD-10705-P (01/01)
Pressure Distribution, SBD-10706-P (01/O1)
Location: Lots 6, 7, 8, 9; Cottonwood Ridge South
SE '/4, SW '/a, Sec. 36, T 29 N, R 19W
Town: Hudson
County: St. Croix
Date: April 20, 2007
Owner: Kernon Bast
Address: 948 Labarge Road OHudson, WI 54016 N`S/y~00
HENRY F
Designer: Henry Gr - GROTE
1699
ENOMONIE
Signature: WIS.
License: WI D - 1 9-007
Attachments: SBD-10577 - Plan Approval Application
SBD-8330
Affidavit of maintenance (copy) llV
Prior approval letter (copy) 1V LE D
"OF COMMERCE
Page 1: cover FEY 0~NGS
2. overview 9: general system management
3: design criteria & calculations 10: system specific management :ESPONDENCE
4: absorption area plot plan 11: general lot plot plan
_
5: system cross section 12: duplex dose pump check valve detail
6: plan view, lateral detail
7: dose tank exit detail
8: dose pump curve
page 1 of 12
rl
Cottonwood Ridge South - Overview
The revised plans differ from the original, approved plans in that the aerobic treatment units are
decentralized onto each lot and incorporated into combination septic-ATU tanks. The in-ground
trench system is shifted to the southern portion of the tested area due to changes in the
subdivision final grading plan which will improve overall site surface drainage. Approximately
three feet of landscape fill is proposed over the existing grade in the trench system area bringing
final, filled grade to about 103 with about seven feet of backfill above the system synthetic
aggregate. Final settled slope should be a nominal 2 percent to the southwest.
In general the Cottonwood Ridge South Subdivision lots will have individual, on-lot septic
systems. Four lots, lots 6, 7, 8, and 9, have soils which are poorly suited for on-lot systems. Each
of these four lots will have on-lot, combination, septic-ATU tanks to produce highly treated
effluent. Four bedroom homes are anticipated and designs will be limited to four bedrooms
which will require the installation of Wieser 975/1425 SEPTIC/B10 tanks. Septic compartment
outlets will be equipped with filters and filter alarms to ensure timely filter servicing. ATU units
are Biomicrobics, FAST 0.75. Highly treated effluent will either flow by gravity or be
transferred by small pumps to the system effluent collection line located in a thirty foot wide
sanitary easement. Solids free effhentAwU flow downhill in the common effluent collection line
to a pump tank located on ots 12 and 13. K 14 4 to 4 .2,
The common effluent collection line must be constructed with schedule 40 PVC and installed in
accord with Comm 82.30(11)(e). In particular the trench bottom must be over-excavated a
minimum of three inches and the elevation of the pipe established at the pipe invert with at least
three inches of clean sand. Pipe backfill shall be in accord with Comm 82.30(l 1)(e)2.a for the
initial twelve inches. Cleanouts with frost sleeves will be constructed at each lot line.
The 1000 gallon dose tank is equipped with duplex pumps controlled by duplex controls. The
duplex control alternates pumps to periodically send effluent to the in-ground trench system. At
full designed flow of 2400 gallons the in-ground system will be dosed three hundred gallons
eight times a day, approximately every three hours.
The "conventional" in-ground trench system consists of six 3' x 105' trenches constructed with
E-Z Flow synthetic aggregate. Equal distribution is assured by pressurized laterals with 1/8 inch
diameter holes in the centers of each trench.'
In-situ soils loading is a maximum of 1.6 gallons per day per square foot requiring at least 1600
square feet of adsorption area. System design is conservative at 1890 square feet giving an in-
situ loading rate at full design flow of 1.27 gallons per day per square foot. System elevation is
set to ensure system elevation about 2.0 feet below the sand horizon interface with heavier soil
textures in the upper 24-34 inches of reported soil profiles.
Page 2 of 12
Note that friction loss calculations include the first two segments of the center fed manifold due to significant
friction losses in the 1.5 inch manifold; terminal segment manifold losses are covered by the 30% system loss
calculation.
Design Criteria
"~QS Residential Wastewater Contaminant Load: 30 mg/L < BOD5 < 220 mg/L
Anticipated septic tank effluent 30 mg/L < TSS < 150mg/L
Fecal Coliform > 10,000 cfu/100 mL
YL'S Treated Residential Wastewater Contaminant Load: 30 mg/L < BOD5
Septic tank + "highly-treated" effluent 30 mg/L < TSS
Fecal Coliform < 10,000 cfu/100 mL
Bedrooms x 100 gal/bedroom/day x 1.5 :L4-cs-o gallons/day hydraulic load
Design Calculations
In situ designed loading rate 112 gallons/sq. ft. per day
Depth to estimated high ground water 144 in.
Depth to bedrock Xe44 in.
Cross slope at system 2 %
System surge/dose tank 1 &0_7 gallons
Dose tank filter 1rJS7-A&t,L-~ A-7- 71M-E of /-ST 0?1l
Force main length 15 ft. of 2 in. -X~• 4 S~+ 0o~iJe2~7 61^J
Manifold/header length c;-o ft. of 1 V-L in. 3,~g
Drain-back gallons
Lateral length (o @ o'~ ft. of in.
Lateral elevation 1 554 ft. @ bottom of lateral
Lateral hole size in. @ b. o in. ( 3. ft.) Spacing
3 1~ holes/lateral O holesAotal
Lateral volume 5q, n64' gallons
Total lateral discharge rate gallons/minute @ S o ft. head
Network pressure compensation losses kV ft.
Elevation difference o ft. J
Force main friction loss 2 ms - ft. @ $ t gallons/minute \ 3. be't
Manifold, first segment friction loss 1 i3 ft. @ gallons/minute (x2k13,1q'/1&-13~
Manifold, second segment friction loss ft. @ ze gallons/minute (x2)
F,~lr~ l,~ad 1.,cc ft.
Total dynamic head 5.44 ft.
Dose pumps 0.o gpm @ ft. of head, duplex pumps and controls
Manufacturer Qt- ok~_Os Model # `-E k O w
Dose volume J o 6,13 gallons
Measurement pump on and off t1~ n in.
7~eA m from tank bottom in.
tanks (4 ;vas ~1-s t4z,~ Scp-n 3ko v-0 gallons, on each lot
effluent filters (4)n r a.`o yr o t m_ t4- t & A with fil(ter(~alarms
or-ao(I « 11, cD -4r< o4s 4- -l LIQ
b (J r'~''~ ~J~~l'i~• J l~vl'r~ Page 3 of 1-Z
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Page + of IZ
Min. z vent Fl with cap PUMP CHAMBER CROSS SECTION
a 10' from door, window c9S2 1 ~w
or fresh air intake Vent Cap x
Weather Proof
T Junetbn Sox Approved locking manhole
cover w/ warning label
12' MIN
~ I
3 Final I p /
Elev.~ ~ e9 Grade I u a q TA4' MIN
I I
I j 18' MIN
Conduit
V~41
ri u1a~`rr ~►i,~~ori T-
X4.
Provide ~ /
Appoed ~I A AirtlghtSeal I I~ Approved
I I I Jo,s
Alarm
/ v y. er1 S y►~; I I . S -Q .Q
\1 ~C Pumpo I I On
ELEV. ft O-/ ELEV, ft
Concrete Block
Elev.
o S~ 3' approved bedding material under tank
liquid level 2~•g3 gallons/in.
SPECIFICATIONS
Note: Pump and alarm are on separate Number of Doses: - ° er Day
circuits as per Wis. Adm. Code Gallons Per Day of Doses: 3~-ob Gallons
Volume of Back-flow: Gallons
Tank Manufacturer: A-~aAr Total Dose Volume: 301,3 Gallons
Tank Size: ~-Q L- . ~ Gallons
Alarm Manufacturer: S s L\Qc- ~YCo Capacities: A inches or4~ - Gallons
Model Number: »w B inches or Gallons
C k~,o inches or "Sob.l'~ Gallons
Pump Manufacturer: (25'-0 D 1) inches or ~sro•s; Gallons
Model Number: 3stgs- Total........ 3q inches or\O~s Gallons
Minimum Discharge Rate: GPM
Vertical Difference Between Pump Off and Distribution Pipe: :4,0 Ft.
Minimum Required Supply Pressure: + s,o Ft. <A
I < Ft. of Force Main x 13.6s- Friction Factor/100 Ft. + Ft. + z.Iq'(- •-'~.~8`
Total Dynamic Head - tsAcA- Ft.
Internal Pump Tank Dimensions: Length qg Width t Depth to inlet ~Z
. Bulletin CL2.1A
July 8, 1983
• For Homes
Farms GOULD5
•
• Trailer courts Model 3885
to Motels r
(Supersedes Model 3870)
• Schools • ~
Submersible
• Hospitals Effluent PurN Effluent Pumps
• Industry
• Effluent Systems Pump Specifications
anywhere effluent Solids Handling Capdbillty to
or drainage must be Discharge Size
2" NI'T
disposed of quickly, Semi-Open Impeller
quietly and efficiently. 3 vane ~1asI gn uI(~,. ,;-l ;n,,,!
(inns use III 1;,,:1I,:1 IU, rKf piI~Irt
back-Off P1,nlp O'.I! -ines cn uacn5.~,c _i _
for protuc!iol~ Of n1eCn;Iril~.,I scaCasing
VOIIIIP typr' !.)r ;Il;ikin l,.r~(I~cic'r`:
Heavy Duty/ Solids Handlin Stainless Steal Fasteners
1 g Series 300 5:8in1~. 55 Srci I;.n i:Olr~:_,".
Dependable Capability to 1/4" _ resistance
Mechanical Seal
spiiny anu b...~_I N ci„Z~111n!crS
Maximum Temperature
1/3, 1/2 H.P. 60 Hz I ; 160,F
Capable of Running Dry
Single Phase 115, 230 Volt. witnoul cam ige IO Con,por'-nts
Motor Specifications
1/2, 3/4, 1, 11/2 H.P. 60 Hz Motor Fully Submerged
In n)gn qI Ia tI rD n,• o u perr
Single Phase 230 Volt. Three tiOn 01
n
Phase 208-230, 460 Volt. efficient nt::;. Motor _
environrmen; oy r_,ggco iron u
- Bearings J y
Stainless Steel Shan
11 Srnus jOU
res~st,ince ni~.ra~:a ~n,r!t
Single Phase Units
All swji,
90
80 Three Phase Units
WE15H TI,,
70 MODEL 3885
r
RPM 1750/3450 Power Cord
w WE10H 60
WE07H aan~a, :sir, -
2 50 yl,il~~I ~„t
U_
WEOSH Single Phds, Units
Q 40 II,
!r
> WE03M 5J1G vin~u , ,p•.
30
m~ueis ti,.
~ cur0
O 20 WE03
SPECIFICATIONS; ARL 3J E~T T _
10 WITHOUT NOTICE
0
0 10 20 30 40 50 60 70 80 90 100 110 120 a GOU LDS PUMPS. INC.
GALLONS PER MINUTE u ,ENEC. 4"
g o~
System Management
Management of this system is critical. As a condition of approval of these plans this system management section must be
reviewed with the owner, and the owner must be provided with a complete set of plans including this management section. If
problems develop with the adsorption system or any other system components, the installing plumber or the St. Croix County Zoning
Office, 715-386-4680, should be contacted for assistance.
General
Proper functioning of an on-site disposal system, "septic system," is significantly dependent on the volume of water which
flows into the system and the level of contaminants in that volume. The lower the volume of water and the lower the level of
contaminants, the better and longer the system will function. Typical system components include a septic tank or compartment to
settle out solids and contain greases and oils, a filter on the outlet of the septic tank to retain small particles of the same density as
water, a dose tank or compartment to allow a dose to be accumulated, a pump and controls or automatic siphon, and finally some type
of soil adsorption cell to recycle the water in a manner to protect ground water quality and public health.
1. If the septic tanks are installed prior to sheet-rock and/or painting, pump the septic tanks before normal use begins to
ensure adherence to contaminant load design criteria.
2. Install water-saving appliances whenever and wherever possible.
3. Repair even small water leaks as soon as possible.
4. Never pour grease or oil down any drain or stool.
5. Garbage disposals are not recommended; if you must have one, use it sparingly
6. No paper products other than tissue should go into the system.
7. No chemicals should go into the system.
8. Avoid surge flows of water; try to spread laundry throughout the week.
9. Aerobic tank effluent must be less than or equal to the design criteria specified in page 3 of these plans.
10. If septic, treatment or dose tanks are no longer used, they must be properly abandoned.
11. If construction timing and weather could create a frozen infiltration system, weather-proofing with plastic sheeting and
heavy mulching may be required to maintain a functional system at start-up.
Maintenance
1. The septic tanks must be inspected every three years by a properly licensed person.
2. If necessary, the septic tanks must be pumped to remove solids and scum; pumping is required if the combined scum and solids
volume equals one third of the tank volume.
3. When the septic tanks are pumped, any solids in the bottom of the dose tanks and aerobic treatment tank must be pumped, and the
filters must be back-washed into the septic tanks to remove accumulated material. System use may require more frequent filter
cleaning; initial inspections of the septic compartment filters should be made every 6 months until a minimum time sequence is
determined.
4. Periodic observation pipe inspections should be made by the owner to examine the state of the in-situ soil adsorption cell.
Quarterly inspections are recommended; a licensed plumber should be notified if effluent is consistently ponded in the adsorption
cell.
5. This system has an aerobic treatment tank which must be inspected every six months according to specifications and contract.
6. The aerobic treatment system has a blower which runs continuously; if blower operation has stopped a licensed plumber should be
notified for service as soon as possible.
7. The pumping components for this system include alarms which must be installed and remain on separate circuits from the pumps.
If alarms are activated, minimize water use and notify a licensed plumber for service as soon as possible. The system allows reserve
capacity to accumulate some necessary flow until normal service can be restored; this volume is minimal, and no more than one or
two days should pass before any necessary repairs can be made.
8. Avoid compaction such as vehicle traffic above or within 15' of the adsorption system.
9. Avoid disturbing the system itself such that might encourage erosion or disturb the required seeding of the system.
10. Particularly avoid winter traffic such as sliding or snowmobiling which might compact snow and lead to increased frost depth.
11. Surface drainage must be diverted around the system; avoid landscape changes which might send surface run-off into the system
area.
12. Warning: Do not enter septic, dose or other treatment tanks; death may result because they may contain lethal gases or
insufficient oxygen.
Contingency Plan
Wastewater monitoring of volume and quality is not a normal requirement; such monitoring may become necessary if
problems develop. Any necessary monitoring shall be done in accord with the requirements of Comm 83.54 (2). Pumping and
hauling of wastewater may be necessary while analysis and repairs are implemented. Additional testing, designing, and/or installation
of additional treatment components may be necessary.
Page 9 of 12
' System Specific Maintenance
The developer is responsible for all required maintenance. A properly licensed, experienced plumber should be
under a maintenance contract.
Treatment Systems
1. The aerobic treatment unit blowers should be periodically checked and the inlet screens cleaned
approximately every six months or after any periods when debris such as leaves or mowed grass
might have been air-borne in quantities.
2. The aerobic treatment units should never smell septic; if unusual odor occurs, notify the installing
plumber or contractual maintainer.
3. Annual inspection is recommended of sludge depths in the septic (trash) compartments and in the
treatment compartments.
4. Unusual noise from the blower units should be referred to the installing plumber.
5. Manufacturer's specifications for initial inspections every six months for two years must be followed;
follow-up inspections required at yearly intervals.
6. The installing plumber must include the required initial six month inspections in the installation price
according to NSF specifications.
7. Individual septic (trash) tank compartments with effluent filters are located on each of the four lots
served by this system. The effluent filters have alarms to notify the homeowners if filter service is
needed. If alarms are activated the homeowners need to notify the developer or contractual maintainer.
8. House locations and topography may require combination septic-pump tank installations (STEP
systems) where the effluent is pumped up to the system effluent collection piping. The pump
compartments in these cases will be equipped with alarms to indicate any problems with the pumping
systems. If the alarms sound the homeowners need to notify the developer or contractual maintainer.
9. All alarm systems should be checked annually to ensure proper operating condition.
Dispersal System
1. If any alarm sounds or indicates a problem, notify the installing plumber or contractual maintainer.
2. The dose alarm system should be checked at least annually to verify proper operating order.
3. The area above the dispersal cells should not be mowed after August 31 to allow, vegetative growth
prior to cold weather.
4. Traffic of any kind is not permitted across the dispersal area; the perimeter of the area must be
delineated with a decorative fence/barrier which must be maintained in a manner to prevent incursions
by vehicles, "four-wheelers," snowmobiles or other equipment which might compact or damage the
area.
5. Annual inspections of the dispersal system must be conducted; the surface above the dispersal cells
should be of relatively uniform appearance with no unusually wet locations. Observation wells must be
inspected to look for evidence of significant or prolonged ponding in the trench system..
6. Manufacturer's supplied operation and maintenance manuals will be followed.
Page 10 of 12
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Visconsin SOIL EVALUATION REPORT #2020
Department of Commerce in accordance with Comm 85, Wis. Adm. Cod Page 1 of 4
Division of Safety and Buildings Steel's Soil Service
Attach complete site plan on paper not less than 8%x 11 inches in size. Plan must County
St. Croix
include, but not limited to: vertical and horizontal reference point (BM), direction and
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D.
Pending
Please print all information. c n Reviewed By Date
Personal information you provide may be used or seco ~i ~(~AWy Law, . 15.04 (1) (m)). z0 6 7
Property Owner Pro erty Location
Bast, Kernon 2006 Go . Lot na SE1/4, SW1/ , S36, T29N, R19W
Property Owner's Mailing Address Lot Block # Subd. Name or CSM#
948 Labarge Rd. OIX COUNT 6-7 8-9 na Cottonwood Ridge South
City State Zip C de Phone Number City Village [X] Town Nearest Road
Hudson WI 540 715-386-7775 Hudson Cty Rd N
New Construction Use: , Residential / Number of bedrooms 16 Code derived design flow rate 2400 GPD
❑ Replacement L-1 Public or commercial - Describe: na
Parent material outwash plains and stream terraces Flood plain elevation, if applicable na ft.
General comments Conventional system. System elevation to be determined by designer.
and recommendations:
FI-1 Boring # ❑ Ground surface elev. 100.20 ft. Depth to limiting factor 110 in.
E 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 0-13 10yr3/1 none sil 2msbk mfr cs 1vf .6 .8
2 13-29 10yr4/4 none sicl 2msbk mfr cs na .4 .6
3 29-63 7.5yr4/4 none grcos osg mvfr cs na .7 1.6
4 63-110 7.5yr4/6 none ms osg ml na na .7 1.6
2 Boring #
Ground surface elev. 100.00 ft.. Depth to limiting factor 110 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 0-11 10yr3/1 none sil 2msbk mfr cs 1vf .6 .8
2 11-27 10yr4/4 none sicl 2msbk mfr gw na .4 .6
3 27-53 7.5yr4/4 none grcos osg mvfr cs na .7 1.6
4 53-110 7.5yr4/6 none ms osg ml na na .7 1.6
* Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 < 30 mg/L and TSS < 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 10/13/2006 715-760-0347
SBD-8330 (R.07/00)
Property Owner Bast, Kernon Parcel ID # Pending Page 2 of 4
Boring # Ground surface elev. 99.80 ft. Depth to limiting factor 110 in.
~ Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz
in. Munsell Qu. Sz. Cont., olor Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-13 10yr3/1 none sil 2msbk mfr cs lvf .6 .8
2 13-34 10yr4/4 none Sid 2msbk mfr cs na .4 .6
3 34-58 7.5yr4/4 none grcos osg mvfr gw na .7 1.6
4 58-110 7.5yr4/6 none ms osg ml na na .7 1.6
T Boring # E Ground surface elev. 99.30 ft. Depth to limiting factor 110 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 0-11 10yr3/1 none sil 2msbk mfr cs ivf .6 .8
2 11-24 10yr4/4 none sicl 2msbk mfr cs na .4 .6
3 24-56 7.5yr4/4 none grcos osg mvfr gw na .7 1.6
4 56-110 7.5yr4/6 none ms osg ml na na .7 1.6
I
❑ Boring #
Z Ground surface elev. 99.35 ft. Depth to limiting factor 110 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#t *Eff#2
1 0-11 10yr3/1 none sil 2msbk mfr cs ivf .6 .8
2 11-26 10yr4/4 none Sid 2msbk mfr cs na .4 .6
3 26-64 7.5yr4/4 none grcos osg mvfr gw na .7 1.6
4 64-110 7.5yr4/6 none ms osg ml na na .7 1.6
52 Z
Effluent #1 = BODS> 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
Property Owner Bast, Kennon Parcel ID # Pending Page 3 of 4
6 ] F Boring # ❑ Ground surface elev. 99.30 ft. Depth to limiting factor 110 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 0-13 10yr3/1 none sil 2msbk mfr cs 1vf .6 .8
2 13-28 10yr4/4 none sicl 2msbk mfr Cs na .4 .6
3 28-65 7.5yr4/4 none grcos osg mvfr gw na .7 1.6
4 65-110 7.5yr4/6 none ms osg ml na na .7 1.6
/ rl
~I.
Boring # ❑ 100.00 ft. Depth to limiting factor ~ Ground surface elev. 9 144 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#t *Eff#2
1 0-11 10yr3/1 none sil 2msbk mfr Cs 1vf .6 .8
2 11-28 10yr4/4 none sicl 2msbk mfr Cs na .4 .6
3 28-71 7.5yr4/4 none grcos osg mvfr gw na .7 1.6
4 71-144 7.5yr4/6 none ms osg ml na na .7 1.6
Boring # Depth o limiting factor 100.10 ft. t g 144 in.
Ground surface elev. 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 0-13 10yr3/1 none Sil 2msbk mfr Cs ivf .6 .8
2 13-30 10yr4/4 none sicl 2msbk mfr cs na .4 .6
3 30-66 7.5yr4/4 none grcos osg mvfr gw na .7 1.6
4 66-144 7.5yr4/6 none ms osg ml na na .7 1.6
* Effluent #1 = BODS> 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
J
STEEL'S SOIL SERVICE 3 of 3
David J. Steel Kemon Bast 994 200th St.
CST-POWTSM SE1/4,Sw1/4,S36,T29N,R19W Baldwin, WI 54002
Lic. #248956 Town of Hudson, St Croix Co. Direct 715-760-0347
Cottonwood Ridge South, Lots 6-7-8-9 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. /4~
~b Legend N
1"=40'
= Benchmark Ele. 100.00 ft yy~~
~ Top of 3/4" pvc pipe A,6o w
= Alt Benchmark Ele. 100.05 ft
Top of 3/4" pvc pipe
❑ = Borings
17 Boring Elevations ~ ~
G BI = 100.20 ft 7~
132 = 100.00 ft ~h 7 //F
133 = 99.80 ft
/figf i3l B4= 99.30 ft
B5= 99.35 ft
- Ik B6= 99.30 ft
A, B7= 100.00 ft
B8= 100.10 ft
Xo~ 'or rwtl l/- l Z l3
3b~
f~3
eL
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C.B.A. 2.7 AC:
2.84 1
C; 04
123840 sq. ft y
C. _ Q.8 AC. 2.64 ores
LBO=1 0 14792 23 ;
C.B. . = 2.6 C.
x 20 Ac
\
1039.0 C. 9 B.A. sq ft
2.2 AC.
x j -
x - j ,
211. 1040. 4.64
3S S` - rc_- _ _ - _ _ \ _ ! -
330.00' 53
,
104 \
2.49 reS
2 N 2.69 c - ft
r C.B. = 2.
C.
f la 117 gq, ft LBO 1043.50
2.6 AC.
L =1044.50
46w.47' `
i ~
1042.6
x I 13 x 1 46
,
4; 2.15 Acres
I 93760 sq. ft
lilt C.B.A. = 1.5 AC. x 1 44.4, ' ~r
LB0=1044.50 8
043.3 i
1043.7
467.83' x
1310.60' 200.0a
1044.$ S1/4 CORNER
1044.4 x I SECTION36
x r
~'n7 1045.3
V \ I~
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x