HomeMy WebLinkAbout034-1017-70-000 Wisconsin Depatmr-:-TofCommerce PRIVATE SEWAGE SYSTEM County: St. Croix
Safety and Buildiny'Divitionr
s INSPECTION REPORT sanitary Permit No
430553 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:
Seim, Leroy Springfield Townshi 034 - 1017 -70 -000
CST BM Elev: Insp. BM Elev: Description: _ 7 Section/Town /Range /Map No:
jcf • "5 BM 7- C 08.29.15.117
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV.
Septic Benchmark I�
Alt. BM
Aeration Bldg. Sewer
7, oW 1 161 . , �y 7
Holding St/HtInlet 9r0 f ' ? . T 5'
St/Ht Outlet `�
TANK SETBACK INFORMATION • Zl {� .3
TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet
Septic 7 / j A j fr/I y J -31' ?, Dt Bottom `
Dosing Header /Man. 0. 71 9cf� �'�
Aeration Dist. Pipe If • 7
Holding Bot. System
�-�
Final Grade
PUMP /SIPHON INFORMATION << t- 1 �1 • Z`�
Manufacturer Demand St Cover
P c
Model Number .-
y f /, 9z % 3
TDH Lift Friction Loss System H T D Ft ; 13 cr C N (o C�
Forcemain Lengt ia. Dist. to Well
% - 1 - 75 9c .
SOIL ABSORPTION SYSTEM
B Width ; Length Flo. Of Trenches PIT DIMENSIONS No. Of P'ts Inside Di a. Liquid Depth
DIMENSIONS � r�u /�Z � •�' � �`..
SETBACK SYSTEM TO I P/L JBLDG WELL LAKE /STREAM LEACHING Manufacturer: , r i
INFORMATION T e Of s CHAMBER OR
te
yp y to 7 t� / r /� (/� UNIT Model Number: ✓,,�
A. 1.
DISTRIBUTION SYSTEM 2_q - I -+ - J-ek -k
to a Intake
Header /Manifold 1 S Distribution x Hole Size x Hole Spacing V jPipe(s)
Length lo Dia Length \ Dia Spacing
SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only
Depth Over Depth Over xx Depth of xx Seeded /Sodded xx Mulched
Bed/Trench Center / Bed/Trench Edges ` Topsoil ` Yes No es No
1
COMMENTS: (Include code discrepencies persons present, etc.) Inspection #1: / / Inspection #2:
Location: 2833 110th Avenue Glenwood City, WI 54013 (NE 1/4 i NW 1/4 8 T29N R1 5W) NA Lot Parcel No: 08.29.15.117
1.) Alt BM Description
2.) Bldg sewer length =
- amount of cover
�3 -Z
-- -- -- -- - - - - -- -- _ -- — - - 1
Plan revision Required? [] Yes No
Use other side for additional information. (( J /
SBD -6710 (R.3/97) Date ' Insepcto s Signatur Cert. No.
�� /Je In
r
Safety a Buil �iE County
201 W. Washi ton Ave., P.O. Bo P �d
' iscolnsin Madiso , WI 53707 - 7162 Sanitary Permit Number (to be filled in by Co.)
Department of Commerce (s)29���110 2003 y3os�j
Sanitary Permit Applic til CROIX COUNTY State Plan I.D. Number
In accord with Comm 83.21, Wis. Adm. Code, personal in FFICE WA
may be used for secondary purposes Privacy Law, sl5.04(l)(m) Projects Addr s (if different than m address)
I. Application Information - Please Print All Information 0 9 - 33 110 "
A
Property Owner's Na me Pgrder # Lot # Block #
�t 03 - IU r76 qQ
Property Owner's M ailling Address Property Location
City, S to Zip Code Phone Number L '�' `
— , t L j / (circle e)
II. Type of Building (check all th t apply) T N; RE
Rf /�� Subdivision Name CSM Number
1 or 2 Family Dwelling - Number of Bedrooms `a�'v
❑ Public /Commercial - Describe Use (rat �p /(� A
❑ State Owned - Describe Use A DIST �-EZLS (9� ❑City ❑Village �*ownship o
III. Type of Permit: (Check only one box on line A. Complete line B if a 3 ry l,4L 04-4 o S
A. New System ❑ Replacement System �^ p y ❑ Treatment/Holding Tank Replacement Only Other Modification to Existing System
B. El Permit Renewal El Permit Revision El Change of ❑Permit Transfer to New
List P ious Permit Number and Date Issued
Before Expiration Plumber Owner
IV. Type of POWTS System: (Check all that apply)
Non - Pressuriz�t in -r *na nd El Mound > 24 in. of suitable soil El Mound < 24 in. of suitable soil ❑ At Grade ngle Pass Sand Filter
El Constructed Wetland El Pressurized In ❑ Holding Tank ❑ Peat Filter ❑ Aerobic Treatment Unit ❑ Recirculating Sand Fil r )
❑ Recirculating Synthetic Media Filter Leaching Chamber ❑ Drip Line ❑ Gravel -less Pipe ❑ Other (exp in)
V. Dispersal/Treatment Area Information: p b I
Desi Flow (gpd) Design Soil 1' ion Rate( gp Dispersal Area Required (sf) Dispersal Area Proposed (sf) Sy Elevation
/Z / Zi
VI. Tank Info Cap a in Total Number Manufacturer Prefab Site Steel Fiber Plastic
Gallons Gallons of Units < j Concrete Constructed Glass
New Existing
Tanks Tanks �
Septic or Holding Tank
Aerobic Treatment Unit C
Dosing Chamber
VII. Responsibility Statement- I, the undersigned, assume responsibility for installatio of the POW TS shown on the attached plans.
Plumber's Na me (Print) Plumber's Si gnature P MPRS Number Business Phone Number
Plu ber's Addre ss (Street/City, State, ip ddde )
G UJ� 2S�
VI . County /De artment Use Onl
Approved ❑ Disapproved Sanitary Permit Fee (includes Groundwater D71-7/0 ssued sluing Ag t Signa Stamps)
11 Owner Given Reason for D
Surcharge Fee) �7 T 0 11 1
enial
IX. Conditions of Approval /Reasons for Disapproval
My- ZCA.,, - "A IS
b Le4w it B( 8 L 7. E.
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1 Septic tank, effluent filter and 6Y�•VM $3,S'�— �3� 3a� 03 / ✓nom' ��� (N�•�
dispersal cell must all be serviced / m maintained Ly�Q)" J
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f
s per manageent Dlan Provided b plumber au I ,�,J/ I ?� 2lLliL,
2. All se ac requirements must be maintained
as per applicable code /or Clete plans (to the County only) for the system on paper not less than 81/2 x 11 inches in size
SBD -6398 (R. 01/03)
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FROM NORTHLAND PLUMBING, INC. FAX NO. 715- 643 - 2520 Nov. 17 2003 08:50AM P2
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Chambers Page 1 of 5
Cover Page
9
Project Name: LEE SEIM chambers
Owner's Name Lee Seim
Owners Address 1128 280th Street
Glenwood City, Wi. 54013
Legal Description NE 1 /a, NW �/. Sec��} T 29 N, R Fl W
Township Springfield
County Saint crow •
Subdivision N/A
Lot# N/A
Parcel ID#
Table of Contents
pg-
1 Cover page
2 Calculations and Drawings
3 Management and Contingency Plan
4 Plot Map
5
total # of pages: 5
Designer Name: Lyle J. Myers
License #: 224617
Date: 10/27/03
Ph. #: 715 643 2520
A
Signature: le,
Design Methods Used
9N- GROUND SOIL ABSORPTION COMPONENT MANUAL FOR PRIVATE ONSITE WASTEWATER TREATMENT SYSTEMS` (Version 1.0) SSO- 10705 -P (R.6A)9)
Spreadsheet provided by: 3bAdviserrlent N12486 220th St, Boym-Ale, WI 54725 Ph: 71544336068 email: 3ba�3badvisement.com
Chambers Page 2 of 5
Calculations and Drawings
Site Conditions Infiltration Elevations
Site Type :; Prorate 1 1 Trench #1 Trench #2 Trench #3
%Slope 15 Contour Elev: 100.00 98.001 0.00 Ft
# of Bedrooms 4 Infiltration Elev: 97.00 97-001 0.00 Ft
Depth to limiting factor 79 in Limiting Factor Elev: 93.42 91.42 NIA
Soil Application Rate: 0.5 gaVft^21day Treatment and Dispersal Zone: 3.58 5.58 NIA
Effluent Quality #1 i Cover Material Required: 0 12 N/A In
Design Flow. 600 gal/day Finished Grade Over Cell: 100.00 99.00 NIA
Max BOD 220 mgA
Max TSS 150 mgA
Distribution Cell Septic Tank
Choose chamber type= Septic Tank Manufacturer. Wieser Concrete
i
PSA 11" Staixiard Septic Volume Chosen: 1250
Laying Length: 6.21 Ft Effluent Filter Selected: Zabel A100
EISA Determined Area: 31.1 Ft2 NoW P e d uffiwwi am& to be Arw ded to allow rerrwvai of finer. opening to
Open Bottom Area: 1520 Ft2 tie at or above Bade.
Chamber Height. 11 Inches
Required Infiltrative Area: 12739 Ft2
� 2
Tonal # of Chambers: 0�L
Total Cell Length: 242.2 Ft WI r Cross Section of Septic Tank
Cr oss Section o f Cell 12" Min Grade
Corer Material /Observation Pipe
"
Cif required). 18 Min
—Final Grade
-� -
Ground ^"�- --- All joints to
Contour be water fight D3034 or
Sch4O
Leaching Ef�lterit e
Pi
Chamber System Filter p
Elevation
3" Redding Under Tank
Plan View of Typical Cell
L-Nt
L16 :L/ 6
0 11
�t m erral xi Width *fm X"4 Pipe
or C'J' '1C 9 -
rift ripe
I
Page 3 of 5
In- Ground System Management Plan pursuant to comm 83.54 W. A. C.
Owner's Responsibility:
The component owner is responsible for the operation and maintenance of the component. The
county, department or POWTS service contractor may make periodic inspections of the
components, checking for surface discharge, treated effluent levels, etc. The owner or owner's
agent is required to submit necessary maintenance reports to the appropriate jurisdiction and/or the
department.
Septic Tank:
Septic tank(s) are to be inspected routinely and maintained by department approved individuals
when necessary in accordance with their approvals. The use of chemical/biological "treatments" is
not required or recommended. If such additives are used, make sure they are approved by
Department of Commerce, Safety and Buildings Div.. Effluent filters are to be removed & cleaned
as necessary, with provisions to keep solids from passing the septic during removal. No more than
1/3 of the usable tank volume may be occupied by sludge /scum. 3 year inspection: If tank has
greater than 113 volume sludge, tank contents must be emptied and disposed of in accordance with
NR 113 Wisconsin Administrative Code by an approved individual. If the inspector does not
recommend pumping of the septic tank, then the owner must be notified of when pumping should be
done as to not exceed 1/3 sludge volume. Septic tank should be routinely inspected to be watertight
and of good repair.
Absorbtion Cell
The absorbtion component must remain free of ponded surface water prior to pump operation. If 4
inches or more water level is detected in the observation pipes, the owner must be notified of
possible problems /failure. The designed daily flow capabilities of the component should never be
exceeded. Trees and any other deep rooted vegetation should never be planted, or allowed to grow
anywhere on the component. Activities OTHER than mowing/maintenance (i.e. excessive walking,
pets, vehicles, etc...) could compress the component and reduce its absorbtion capabilities and/or
possibly cause it to freeze in winter conditions.
Performance Monitoring:
Performance monitoring must be done at least once every three years following the installation or at
the time of a problem, complaint, or failure.
Contingency Plan:
If the septic tank or other components therein (including floats, alarms, etc) become defective, the
defective tank or component must be replaced immediately to ensure that the system can operate as
designed. If the absorbtion component cannot accept wastewater or ponds wastewater to the
surface, the component must be repaired or replaced in it's current location by removing the clogged
bacterial mat, aggregate/leaching chamber cell, and distribution piping within the cell and replacing
failing components in order to return system to proper working order as required. If repair is not
feasible, a new system is to be constructed in a designated replacement area
Wisconsin Department of Commerce SOIL EVALUATION REPORT Page I of 3
Division of Safety and Buildings
in accordance with Comm 85, Wis. Adm. Code
County St. Croix
Attach corrrpiete site plan on paper not less than tux 'i i size. I must
include, but riot limited to: vertical and horiz ,n cnesn
and parcel 1 D
percent slope, scale or dimensions, north ar w, arest road. P /ease print a in viewed by Date
Personal information you provide may be used for eco04 (1) (m)). Property Owner erty Location (�
Lee Seim ST. CRO l( F_ . Lot TN 1/4 NW /4 S 8 T 19 N R 15 E or)�
7C) IN
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
1 128 280th Street _<Ae, (o Nt)
City State Zip Code Phone Number ity Village EjTown Nearest Road /
Glenwood WI 1 54013 1 ( 7�5 698 - 2298 2.8 flt c t
I mo■' New Construction Use Residential /Number of bedrooms 3 Code derived design flow rate 450 GPD
Replacement ® Public or commercial - Describe:
Parent material ,- c s _ - ,? f� +N i 13 Flood Plain elevation if applicable �T ft.
General commend ;54 A-fik 6 This iste is suitable or a conventional system
and recommendations. Recommendation would be tp place the system high on the hill, feeding it in the center with the effluent line,
( 51- za. 4,/- �L�� \ distribtfrino to 4 trenches, Two on either side of this feed
`te �`Y, Ccd�
Boring #
Boring I G ✓Sys �"
/
Q pit Ground surface elev. 1 ft. Depth to limiting factor 26 - in.
ki d
Soil lication ate `5
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /fF ('1
in. iviunseli Qu. St. Cont. Color Gi. Sz. Sh. Eff #1 `Eff#2
i U 8 IUyr3 /3 Is Imsbk ds cw 2f . 1.2
2 8 -21 7.5 r4/4 Is 1 msbk ds cw 1 f .7 1.2
3 21 -26 l Oyr4 /6 sil 2msbk dsh cw 1 f .5 •
4 76 -34 1Ovr4 /6 c2 Osg dl cw .7 1.2
5 34 1 �. ! Oyr4!6 '� I° 6- dh cw .5
6 38 - 84 l Oyr4 /6 �"� p rj ' (� �' 2 s Osg ds - .7 1.2
L n (O
I �II Burirry# L� Bori 99.30 >9c
L� El pit Ground surface elev. ft. Depth to limiting factor in.
Suit " iicaliun Raie
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /fF
in. Munsell Cu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 `Eff#2
1 0 -6 1 0yr3 /3 Is I msbk ds cw 2f .7 1.2
6 -20 7.Syt4'4 is 1msbk ds cw if 7 1.2
-,O_I
3 i Oyr4i6 is C o.. dl cw i f 5
4 33-90 1Oyr4 /6 s Osg dl .7 1.2
0' f Z&3- te* —4
I � I
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) Signature f � CST Number
Thomas C Nelson 227387
Address Date Evaluation Conducted Telephone Number
1432 120th Street, New Richmond, WI 9/29/03 715- 246 -2454
�f iCy1�31
Property Owner Seim Parcel lD# Page 2 of 3
Boring
F 3 Boring # E] pit Ground surface elev. 93.80 ft. Depth to limiting factor >79 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD1fF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 "Eff#2
1 0 -7 1Oyr3/3 - Is Imsbk ds cw 2f .7 1.2
2 7 -27 7.5 4/4 - is lmsbk ds cw if .7 1.2
3 27-42 1Oyr4/6 - Is Om ds cw If .7 1.2
4 42 -79 10yr4 /6 - s Osg ds - - .7 1.2
F-1 Boring # ❑ Boring
a 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 /iF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 "Eff#2
#
a Boring
Boring
0 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 /fF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 "Eff#2
Effluent #1 = BOO, > 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.
SB[18330T.t (R 070))
�
Lee Seim «;
/3 "� , N
N E 1 /4, NW 1 /4, Section 8
T29N R15W Town of Springfield
0
oa �(
�" �� a�► re- NW �� — wh ere- vs
a' A
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� 6►
SCALE I" = 30'
BMI TOP OF CONDUIT 100'
BM2 TOF OF CONDUIT 101.14'
BI IOI.80
B2 99.30'
B3 93.80'
Thomas Nelson 227387
La
y
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Pam Quinn
From: Spirit [spirit @frontiernet.net]
Sent: Thursday, November 13, 2003 6:42 PM
To: Pam Quinn
Subject: Re: Leroy Seim soil report
Hi Pam!!
I am unfortunately not in Wisconsin as I finally took the trip to visit
my
girl friend in Maryland that I have been promising her all summer and
fall.
Wouldn't you know it, I leave and something like this comes up. The site
was 13 vo " c pp� �
on the east e e roperty and about 800 feel south of th town
roa elieve that is as y orry at I can not be
of
more help as I do not have any paper work in front of me.
I am surprised that Lyle has not shared it with you as he has been
working
on it for about two weeks.
Write back and I will try to help as best I can, otherwise I will be
returning on the 21st.
Tom
- - - -- Original Message - - - --
From: "Pam Quinn" <PamQ @CO.Saint- Croix.WI.US>
To: <spirit @frontiernet.net>
Sent: Thursday, November 13, 2003 2:46 PM
Subject: Leroy Seim soil report
Hi Tom,
Need some additional information on a soil report done for Mr. Seim on
the
NE of NW 1/4 Sec. 8.29.15 completed 9/29/03. Where is the tested area
in
relation to either 280th St. or any other feature on this portion of the
parcel? He owns so much acreage, I can't pinpoint location of tested
area
and have yet to get a plot plan from Lyle Myers for review. Thanks!
Pam Quinn, Zoning Technician
St. Croix Co. Zoning Dept.
pamq @co.saint - croix.wi.us
1
ST CROYX COUNTY
SEPTIC TANK MAINTENANCI? AGREEMENT
AND
OWNERSHIP CERTIFICATION FORM
r
Owner/Buyer �t� - �� ��.- --,� -=
Mailing Address �? �' fi t` 5 ( � Z3 do Sy't
Property Address f: 2 X33 �f c
(Verification required from Planning Departtheat for new construction)
(t Parcel Identification Number � �— I D 7 — City /State (I �-� u�y� •�> ---
LWAL_DESr
Property Location /()r %, 4-IJO 1 /4, Sec. . T N -R/ , Town of
Subdivision . Lot #
Certified Survey Map # . Volume -.._ . Page #
4 -r CL Art eK Page #
► -weed # `�� � , Volume .�. g c
Spec house ❑ yes ;t no Lot lines identifiable ❑ yes ❑ no
IS TFM RM NANCE
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.
The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a
wasterplumber, journeymanplumber, restrictedplumber 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.
Uwe, 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 Zoning Office within 30
days of the three year expiration date.
K
—�—ti DATE
SIGNATURE OF APPLICANT
Q MR CER�L,�TION
I (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owners) of
the property d bed above, by virtue of a warranty deed recorded in Register of Deeds Office.
SIGNATURE OF APPLICANT DATE
*! * * ** Any information that is mis- represented may result in the sanitary pormit being revoked by the Zoning Department.
** Include with this application. a stamped warranty deed from the Register of Deeds office
a copy of the certified survey map if reference is made in the warranty deed
l
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State Bar of Wisconsin Form 3 — 1982
QUIT CLAIM DEED
h'
OCCUMENT NO. VOL11 1t3 PArE397 k � �Zh 0
! :CFhn
t
Susan J. Seim, a single person APR 2 2 1998
- - - - -- — — -- --
9:30
t - Leroy M. Seim, a si n le e rson ._•r:2.�. �
q uit -c laims o _ y _�__._P__
the following described real estate in ^` t A —C roix _ County, THIS SPACE RESERVED FOR RECORDING DATA
State of Wisconsin: NAME AND RETURN ADORE S
.0. 13.3
(Parcel Identification Number)
See attached sheet for legal description.
Said deed is given pursuant to a Judgment of Divorce between the parties.
This is homestead property.
(is) 004W
W
Dated this r th / �j day of April — 19 _96
i
(SEAL) 3 r - - - -- (SEAL)
• S usan J. Seim
— (SEAL) (SEAL)
AUTHENTICATION ACKNOWLEDGMENT
of Susan J, Seim STATE OF WISCONSIN
— SS
41;—day K County.
authenticated this of .__ A rte , 19_- 96_ Personally came before me this _ day of
0_._ _ the above named
• _ .4 L A .w - -- - --
TITLE: MEMBER STATE BAR OF WISCONSIN — —
(I(not, _ __-
authorized by 5706.06. Wis. Slats.) to me known to be the person —_ who executed the
.s
foregoing instrument and acknowledge the same.
THIS INSTRUMENT WAS DRAFTED BY
- Joseph D.__Boles_ -_ Attorney_at.Law_.,__
River Falls, WI 54022 (715) 425 -7281 Notary Public —_ —__ _ —__ County, Wis.
(Signatures may be authenticated or acknewiedged. Both are not My commission is permanent. of not, state expiration date:
RCCessary.) 19
• %Arne ,d pervnn vgtnnq in any ,3paaty should he I�ped ,❑ printed below theirnignaluro
Qt IT ('Lal%l OFED STAFF. BAR OF WISEO%MN Wisconsin Legal Blank Co.. Irc. '
FORK No.3 — I081 Miiwautee. Wis
11730A 338
Part of N 1/2 of NE 1/4 described as follows: Commencing
at N line of said NE 1/4 840.7 feet W of NE corner
thereof; thence S0 354.0 feet; thence S89
1815.11 feet to W line of said NE 1/4; thence N0 on
said W line 371.35 feet to NW corner of said NE 1/4, E on
N line of said NE 1/4 1815.0 feet to point of beginning;
ALL of NW 1/4 and that part of N 1/2 of SW 1/4 lying Nly
of Railroad Right -of -Way EXCEPT commencing at centerline
of Railroad Right -of -Way and E '.ine of W 1/2 of NW 1/4 of
SW 1/4, N 50 feet to point of beginning, Sally parallel
with and 50 feet from said centerline to W line of said
N 1/2 of SW 1/4, N to point 100 feet from said
centerline, NEly to point of beginning, ALL in Section
29- 29 -15.
N 1/2 of SW 1/4 and all of the NW 1, of Section 8,
Township 29, Range 15, Croix oun y, i sin,
The Southeast Quarter of Section 6; also, West Half of
Southeast Quarter except the West Half of West Half of
Southwest Quarter of Southeast Quarter, Section 5; also,
Southeast Quarter of Southeast Quarter of Section 5,
except therefrom the East 36 rods, all in Town 29 North,
Range 15 West, subject to mineral rights of record and
easements of record.
Tax parcel numbers:
034 - 1063 -50
034 - 1063 -90
034 - 1064 -30
034 - 1064 -20
034 - 1064 -10
034 - 1063 -95
034- 1013 -10
034 - 1012 -95
034-1012-90
034 - 1012 -80
034- 1010 -90
034 - 1010 -70
034 - 1010 -60
034 - 1018 -20
034 - 1018 -10
034 - 1017 -95
034- i017 -90
034 - 1017 -80
_ - 1017 -7
034- 1064 -60
034 - 1063 -40
_ a a
r
a '
i '
I
INGFIELD PLAT
f
T-29 -N • R -15 -W
wners)R
GLENWOOD PAGE 56 See Page 112 For Additional Names.
2800 pp 2900 3000
Brian & Zp _ 3100 3200 3300
z
al GMary FIH g rnnis �� a� scatty �S°,� 'Y --, Steven
V 4f 40 7 inc zo ' P 8 p z of s g " S eigen 156 & Mona 1
Daniel v A.°� a :°. u V 3 James amK
Seim Dopklns I b Char 29 102 Kelm a W .0 o f 0
120 w Uaal� A ° 00 Ha & G A n � � I & M ary 1 Carol I
40 4 Francoo r.han 4o > 000 160 9 Ivf �1( °c 60 aw
Eric & Julie &) 0 I
Sei Knuth eim ° Pan- Waldo E I M v 32 t,1r
V NK
• d F 00 80 40 nm & Donna . an ¢MIchael �, coowv�y, p t I
92 Thomas Allan & Rott b 3 Jn m ° U& Gloria I Gera .
• ° �.> o o Cynthia 128 159 i s i= Gardner �& Ma a Marian
a! 8 & Ka Krafve >, N U) Yne ' D w ^
Otto 80 120 �, ¢ 202 24 On de S g of
0th avl _ _ _ 0 - -
Shark Robert I
Crockett t� 30 V 80 R� K I , P Q
is Rich C t q N BDimaen& 79 Donald 4 1
Rlcbard I cc 20 Troy & I
_ Leroy & Do o C4 Johnson & Sheila Margaret
cli 2 Haines N arr13 "�O' 40 80 M 3 7 25 69 P 6 rrest 120 jilli 3 O o
ar o u ° Robert P io
99 3 a O V • ~,8 & Pamela Wayne
ry u O
Larson PecaendaB d a e Pamela g y ' , L lam_ LE C O �y & q
40 48 F M dt GP U 1. A 7 C F� ovich
o V 5 h 00
° tt err & ua Herr St T � y, 'd & Fae t V E
3 ang 40 40 yang Farms adc �_ Wayne
40
Edward & , u a Z& inc 67 c 39 5 N e cCa3 37 Lewis
Donna > w D B~ Wayne a B a S a 5h &
Wollaek w 0 Z Tema
224 Harold ety 16 -Z 3 James & x b M 80 ehlo b >~
& Betty Chong T F arman Carlos & Ruth " McCarthy Steven 0 I
12
Br andt DB g eHtarl i Inc bo s&K Sarah 160 Ny m ca 1~ O oo I
Lyons
$ N � � James 318 S ven � 120 on Barry
90th AVE 37 4V X Cl _.9 p 40 73 o 120 Ih ke "'�"� ° 90th &Mary
a " s Mahoney
es es ) +o AVE I C
Charl
r usty Mahoney & s� E Peterson Tmefu & / g mono run & I z
120 Yang Eicher � Jeri & & Susan L Debra
Scott & &D
&Nancy Lockerb 39 174 W 40 ATaiw G &G Nelson N 39 ney 40 Q CIA
o I
d & Cary y &s s
dl C�etdke g o, Thomas tson 2 & � @&C 0 y Smith Louarm 0 p
Bloom 0 85th COiburn g'W�Oe 23 Q a - / Adam & N Mme P e Kativyn
AVE 160 r'"" 39 M"d`s* 100 4 Marshall 40 - 120 etal 40
°o° g o ►. Dh KH� and S 1199 Barry Z Br°nkow o
Mavis V £ min x L&E 20 Ronald etal David & Lesley &Mary S Hardwood ,� 00 , 00
Undahl 1 °0 Fortune &Kay 120 Larson 6o Mahoney Corp V I
159 a0 n S o & snuon °J s D u D 9 ban ue Leona My & g Bob Kafen
i 0 F r j by o K dy F McGee Curry t— Heath
J — F 80 80th WE
80th AVE N y )ohn & Charles y o - J
atandebr woR"t`ne Hoppe eonnre Bonnie o e ao 60 William
z9 Om N "
ai 9 Leroy an altea • S ° pMeara c� 80 I 40 a 60 Kru eger 40 I
Seim Fred e & Smith u Donald ae c 1 40 � � �
189 crick Implement 1 & Julte & Nola Donald
2 7 � rg g Co 109 Q U o 4DO 3 W Johnson 8U der I ' it
12 2 w
V � r +o L u6 t Gerald ( a
) r a • v L 40 / e �, o Johnson N
`� el ��i+ Robert 72nd 4 Dale � m 78 2 n
ZQI r u�, M Snyder AVE &Kim /S Ti o I
o e3,4 - 36 H�dmke a ° � ° Z4O36
Mabel *�*� 50
NN ao Richard .o t
T 07 Mouser 20 35 grn La rata & Q Ji11 I
e 120 '000 Me„y u
156
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David Lee &3 o udo h s ad G Keith son s� F anc a u o E &rickso a r 13 V o �
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c L Kromrey c V 39 t" R�F baum
s N N Ha ro ld , Ann !4 `27 m 168 0 "d y j am & W alt e r 12 ' o �: so
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,ent of Commerce SOIL EVALUATION REPORT Page I of 3
y "and Buildings
in accordance with Comm 85, VVis. Adm. Code
complete site plan on paper not less than 8 1/2 x 'f 1 inches in size. 1Pro must County St. Croix
;; de. but riot limited to. vertical and horiz ireand parcel ! D
rercent slope, scale or dimensions, north ar w, anR, ce arest road. — ( — 70
iew °6Gt)
Please print a information. viewed by Date
Personal information you provide may be used fo econd�r q*osjs0>rn�aW3w, 04 (1) (m)).
Property Owner ,t,YIvJ erty Location
Lee S eim ST. CROIX COUNTY NE 1/4 NW 1/4 S 8 T 2 y ' N R 15 E 1/V E l
O FFICE Got Lot
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
It 28 280th Street ,Ste., (o - NU) iVy
City State Zip Code Phone Number ity [3Vlllage LUTown Nearest Road /
Glenwood WI 1 54013 715 698 - 2298 2 9fh &treet
!E] New Construction Use Residential / Number of bedrooms s Code derived design flow rate 430 GPD
13 Replacement ® Public or commercial - Describe:
Parent material 0 <Q K 1♦'N 1 _ Flood Plain elevation if applicable NI ft.
General commen Sgn4tk56 5' /f l oavK This iste is suitable or a conventional system
and recommendations: Recommendation would be tp place the system high on the hill, feeding it in the center with the effluent line,
( 51-2- C J /'� 0.. ' fir di.ctributino to 4 trenches. Two on either side of this feed
-id r /)
Borin g # Boring I G SyS 4
Q Pit Ground surface elev. 101.80 ft. Depth to limiting factor /26 -34 in. ✓fC'
Soil ligtion ate `
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /fF ('1 5
in. lyiunseil Qu. Sz. Cont. Color I Gr. Sz. Sh. - Eff#1 'Eff#2
! U -8 1 Uyr3; 3 Is I msbk ds cw 21 ? 1.2
2 8'2 I 7.5 r4/4 Is 1 msbk ds cw 1 f .7 1.2
3 21 -26 ! Oyr4 /6 ? sit 2msbk dsh cw f f .5 •
4 2 f 1 U r4/6 c'- Osg dl ew 7 1.2
5 - 4 -38 1 O, r 4,'6 '� Is Om dh cw
6 38 84 1 Oyr4 /6 s Osg ds - - .7 1.2
I , II 6uriny# Bori q 3 99.SU >9C
L�J El Pit Ground surface elev. ft. Depth to limiting factor in.
Soii iicetivn Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
1 0 -6 1 Oyr3 /3 is 1 msbk ds cw 2f .7 1.2
2 6 -30
is ! msbk ds ew I f .7 1.2
�
3 i Oyr4 /6 is Om dh cw i f ,
q 33-90 1Oyr4 /6 s Osg dl - - .7 1.2
Effluent #1 = BOD, > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD < 30 mg/L and TSS _< 30 mg/L
CST Name (Please Print) Signature f � CST Number
Thomas C Nelson 227387
Address Date Evaluation Conducted Telephone Number
1432 120th Street, New Richmond, WI 9/29/03 715- 246 -2454
- -- - ---- ..__...,1. q.b- -yaw_ _ � - - -- •
River Falls, WI 54022 (715) 49S_71?0i - - - -- - - - --
T -29 -N • R -15 -W
SPRINGFIELD PLAT
N Now See page 712 For Additional Names.
GLENWOOD PAGE 56 3300
I (Li1tdO7YREi5) 3000 3100 320U •� i
ohnny -1 r' Steven
2900
,..,'2700— 2800 DD Brian& J 20 $ x ssccd t `� ; Mona 1
Brl Ann1s 41 pg din 156 29 10a2a a
$ Mary F1 7ao+amr it .. zas3$ Y i� ^ u 40 3
Gray tn< m iiiGGL
$ $ 6 Richard tl 7 ' J3 17 D �u�F,� 60 alWt
<c Haines a� i•iws3u, s I 160 D
$ 169 Sdm Daa3 s$ 40 w y _ 1
D 120 Fraow M 60 w ' a. nsma. I Judah
R b
Eric & Julie ►e i . Waldo , I ¢Michael
z FS d° o °° 0' RolDt° °n° 3 m -Gardner I Ig Ma S a7a< am � ggg QQ I II
i t r r^ 92 Thomas cyi'a°u� 128 159 , X202 Y t
p 8
w-f ^� m
160i$ ri Otto t2 e Robert U<
a a I I Q 20 7A I
� t lad zol
& $p S hells
TrOYS I
8 x+r. Faoh 11 So Crockett so b� bu
Crockett - so Donald t "'� 3 Sh Ra tbat I
37 exec& L OQ1N N R Johnson 7 7 s 69 120
Glenn R1 0 .. 80 _
f
Ma
1.1$ w `� Haines ~ r w McC. I
75 Howard 240 ]II 3 ! ° & Poch b ytlz� ft
rorewL &lendfa 3rw=o �3 N �� g a 5' L LE 8'�C O
93 ( Dmr 99& gg ' Ha rold i eta o �3a4 5 5 n eo
Manhew La � Jaoet� J '� 6t GP V a 7 V F k 40 Fa!
ss � ndo
' 55 40 GeuYaag ads Wayot 37 Lewis 40
E tarn & err & ecr s T—g Yang anise
®e F�vd Tan Yang Farass u q vt Joseph &
ni 5teee ^"" "'- Edward St a� 60 Der to M a0 Inc 67 O Z T �.�+ a ..�
35 ^ p u°', ]gg r— =&
I x o
& assn Donna u...... Yana _ 3 Steven � � I
Ga51er Jr Wouack em 60 1 Carlos & Ruth M� t 00
224
H arold Chong 1 Farms 7Yost Sarah 12
& eetb Her Inc 6 0 ., Lyons b - oases Barry 5hara GGalle � Frye 122 dt DR S etal ' S 120 on • rF as sOCh piah�oe<r
I C
j Crrock slme �11112 "+ 'g Lama 318 Cl 9 e u 4o AVE - rise& I 2.'
Z JJJAS�� 37 40 73 r s E t pey3a
5 74 o F
40 90th AVE r rte.. Bruce Tauetu & Raren I �. Nelson �" 39 40 0
Q Dab Dab
James P eterson
�a 79 39 t 74 N . t Smith rwn.
.. 36 cl 120 Car9 1� & s W�ann / Adams "A- .n � 120 eta[ 40
04 a o & Nancy � 85th Comm° p�bv I9 auasm73 100 4 Smith
Barry 1 Riuotow o m
assn Bloom .160 o D&R 20 Ktldahl Da i At Way 5 w od U ell
Mary a J 1 Lavence 0 a0 ME z 120 tu
o Ronald ewu 60 >a gggggp$ B
!? s
Rl,kard Dian .1 rd q 0 rj < & Kay — Leona a `' Bob 3 y ut w 1
]20 Lindahl g $' 9- a sa..w HaD�•ia�°' D 9ban K dY 9- 80
159 1 _ C Roth VE
& William m ^ S x'91 69 ,o r � e I s a Rru �
Mellon 97 I
vP S a
« S 80th AVE a Istsdae9 HoP alerts �°. " 80 40 Y 40 Donald
' pgg 6taed<br +s wait- ao 60 _ u1k & gq s Hole Finder
roy 29 Sm
uliann� Smith 78
o Olson E W
Le 80
Seim I N implement
t1m tl Y 189 Lmerfz '� cCo 109 0 m 40 ' t Gerald
C7a u$ Johnson
Rndka $ w
� W Ia m 127 12 w ao Lo I a�nw• y"� � ��� vo+ �$3 7$ 2
t o hmc aD a E
75 a ° 3 � � a +� s AVE Hd�mkc / ae4f�$ 50 '� 3_
srloda 0 - rM ^- M 3 tal
36 a. -BJ 1
Robert
g - R a ZdSZ & Mabel Larry & 20 H caaws ,� r..: u ° ehl a
g
n Rnmm °ilo NN 9�6 Thompson Eleanor 35 61 : q g I 156 2
H n Trust 207 Mousee0p�g g
etux Rn« & o9Ba �n �E Strne 42 Carl
Stang Phil
' rn 7 75 S i- L- & 3 Keith & g & ud0 h ~ .ary ' 13 REEK � � so
David Frances �
7 168" s • Volz rally ,..�
f a o 11ueid Ann .i�a1i p�jyl o�. �� rhbor+ }p� a y� me:45 39 ga7saR aurrs 44
1 M n i N 7 AN ama31
40 � 80th AVE CADY PAGE 24
�S oodville
FRB _ �'
(�
w arehousing
� in
and D LLC
WILSON, WI
Dry, Refrigerated, Frozen
Dry Vans - Reefers - Augers - Hoppers - Brokerage
1 , and Cross Docking
Ii Phone: (715) 698 -2442
Fax: (715) 698 -2962 107 Hagen Drive • Woodville, WI 54028
Toll Free: 1 -800- 219 -6926 Phone: (715) 698 -2712 • Fax: (715) 698 -271 `
i
sronsinDepartmentofIndustry, SOIL AND SITE EVALUATION REPORT Page 1 of 3
??and Human Relations
Division of Safety &Buildings in accord with ILHR 83.05, Wis. Adm. Code
UNTY
Preliminary -soils only j N St. Croix
Attach complete site plan on paper not less than 81/2 x 11 inches in size.,Plan must include, but
not limited to vertical and horizontal reference point (BM), direction and ° /'of sbpe, scale or L I.D. #
dimensioned, north arrow, and location and distance to nearest road
APPLICANT INFORMATION- PLEASE PRINT ALL INFORMATI N w ED BY ATE
PROPERTY OWNER: RPIM10CATION
Willie /Shelbie Schultz (buyers) L eroy /Susan Seim pr op. OT "" . 1/4 ,S$ T 29 N,R 15 >LX"W
PROPERTY OWNER':S MAILING ADDRESS — -- ME OR CSM #
1709 Second Ave., NE - ' NA
CITY, STATE ZIP CODE PHONE NUMBER []CITY ❑VILLAGE MOWN NEAREST ROAD
Menomonie WI 54751 ( 71J 232 -9430 1 Springfield 110th Ave.
[� New Construction Use [�X] Residential / Number of bedrooms 3 [ ] Addition to existing building
(] Replacement [ ] Public or commercial describe
Code derived daily flow 450 gpd Recommended design loading rate bed, gpd /ft trench, gpd /ft
Absorption area required bed, ft trench, ft Maximum design loading rate bed, gpd /ft trench, gpd/ft
Recommended infiltration surface elevation(s) ft (as referred to site plan benchmark)
Additional design / site considerations
Parent material till w/ some outwash Flood plain elevation, if applicable NA ft
S = Suitable for system I CONVENTIONAL MOUND IN- GROUND PRESSURE I AT -GRADE SYSTEM IN FILL I HOLDING TANK
U= Unsuitable for system I lid S U [IS ]3 U I EIS ®U ❑ S ® U ❑ S a U EIS )D U
B -4 only: suitable for conventional SOIL DESCRIPTION REPORT
Depth Dominant Color Mottles Structure GPD /ft
Boring # Horizon in. Munsell Qu. Sz. Cont Color Texture Gr. Sz. Sh. Consistence Boundary Roots Bed Trench
?` 1 0 -10 sl
o-`- :..�... w/ reticulatec high chroma likel due to cecomposed organic matte
Ground 2 10 -16 sl
elev.
ft. 3 16 -40 c2p R -Gy sl
Depth to
limiting
'actor 12:30pm; cleEr sky; good winter conditio s
16"
Remarks: lacks 24" suitable soil required for new construction mound
Boring #
1 &2 0 -20 sl similar to -1
3 20 -36
c2p R -Gy sl
Ground
elev.
ft.
Depth to
limiting
factor
Remarks: lacks 24" suitable soil required for new construction mound
CST Name:— Please Print Phone:
Henry F. Grote _ _
A ddress:
PO Box 57 Knapp WI 54749 -0057
Signature: Date: CST Number:
` 2/4/95 3065
r
PROPERTY OWNER Seim property SOIL DESCRIPTION REPORT Page
PARCEL I.D. #
.
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD0
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench
1 0 -15 sl
::M 3
2 15 -30 c2p R -Gy sl
Ground
elev.
ft.
Depth to
limiting
factor
15"
Remarks: lacks 24" suitable soil required for new mound
Boring #
1 0 -65 is & s
heav frost to about 36 "• soil mor hol im
4 % P 9Y os ible to ascertain
P
4R
2 65 -72 c2d R -Gy sl
Ground
elev.
ft.
Depth to
limiting
factor
65"
this it would be sui able for a shallo convent'onal system f addition 1 area ould p i
Remarks: also suitable; area is beyond that which owner is willing to part with at this time
Boring #
1 0 -16 sl similar to B -1
k:vi
5 2 16 -30 c2d R -Gy sl
Ground
elev.
ft.
Depth to
limiting
factor
16"
Remarks: lacks 24" suitable soil required for new mound
Boring #
M :<\
Ground
elev.
h.
Depth to
limiting
factor
Remarks:
SBD- 8330(8.05/92)
y w. I S e w �p•���+^
~av�v�• SXJM1`►��:
�. C AL/ " O/
10 �
D
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Gh�
V
V fA:.,.: w fin.
' 1 krV
S
cb+-
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3 oZz oQ -�
Wtonsin Department of Industry, SOIL AND SITE EVALUATION REPORT Page 1 of 3
Lai and Human Relations
Division of Safety & Buildings in accord with ILHR 83.05, Wis. Adm. Code
• •w COUNTY
Prel4inary - soils only St. Croix
Att;'ah complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but
not limited to vertical and horizontal reference point (BM), direction and % of slope, scale or PARCEL I.D. #
dimensioned, north arrow, and location and distance to nearest road.
APPLICANT INFORMATION- PLEASE PRINT ALL INFORMATION REVIEWED BY DATE
PROPERTY OWNER: PROPERTY LOCATION
Willie /Shelbie Schultz (buyers) Leroy /Susan Seim prop. GOVT. LOT NE 1/4 NW 1/4,S8 T 29 N,R 15 VC" W
PROPERTY OWNER':S MAILING ADDRESS LOT # I BLOCK # I SUBD. NAME OR CSM #
1709 Second Ave., NE - - NA
CITY, STATE ZIP CODE PHONE NUMBER [:]CITY ❑VILLAGE MOWN NEAREST ROAD
Menomonie WI 54751 ( 71J 232 -9430 Springfield 110th Ave.
[xj New Construction Use kx] Residential / Number of bedrooms 3 [ ] Addition to existing building
L ] Replacement [ ] Public or commercial describe
Code derived daily flow 450 gpd Recommended design loading rate bed, gpd /ft trench, gpd /ft
Absorption area required bed, ft trench, ft Maximum design loading rate bed, gpd /ft trench, gpd/ft
Recommended infiltration surface elevation(s) ft (as referred to site plan benchmark)
Additional design / site considerations
Parent material till w/ some outwash Flood plain elevation, if applicable NA ft
S = Suitable for system CONVENTIONAL MOUND IN- GROUND PRESSURE AT -GRADE SYSTEM IN FILL HOLDING TANK
U= Unsuitable fors stem Ea S El CIS a U I ❑ S ®U ❑ S ®U [IS a U I O S a U
B -4 only: suitable for conventional SOIL DESCRIPTION REPORT
Depth Dominant Color Mottles Structure GPD /ft
Boring # Horizon in. Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. Consistence Boundary Roots Bed Trer&
1 0 -10 sl
,•
4 tf:: w/ reticulated high chroma likel due to cecomposed or anic matte
Ground 2 10 -16 sl
elev.
ft. 3 16 -40 c2p R -Gy sl
Depth to
limiting
'actor 12:30pm; clear sky; good winter conditio s
16"
Remarks: lacks 24" suitable soil required for new construction mound
Boring #
1 &2 0 -20 sl similar to -1
r -2 , 3 20 -36 c2p R -Gy sl
Ground
elev.
ft.
Depth to
limiting
factor
Remarks: lacks 24" suitable soil required for new construction hound
T Name:— Please Print Phone:
Henry F. Grote
Address:
PO Box 57 Knapp, WI 54749 -0057
Signature: Date: CST Number:
` 2/4/95 3065
I I _
PROPERTY OWNER Seim property SOIL DESCRIPTION REPORT Page of J_
PARCEL I.D. # `
f F �
Boring # Horizon
Depth Dominant Color Mottles Texture Structure Consistence Bounda Roots GPD /fe
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Tmrch
w 3
` 1 0 -15 sl
?< 2 15 -30 c2p R -Gy sl
Ground
elev.
ft.
Depth to
limiting
factor
15"
Remarks: lacks 24" suitable soil required for new mound
Boring #
:. 1 0 -65 is & s
i 4 heavv frost to about 36 ";soil morphol gy impos ible to ascertain
2 65 -72 c2d R -Gy sl
Ground
elev.
ft.
Depth to
limiting
factor
65"
this pit would be suitable for a shallo convent'onal system i f addition 1 area l ould prove
Remarks: also suitable; area is beyond that which owner is willing to part with at this time
Boring # 1 0 -16 sl similar to B -1
E3 2 16 -30 c2d R -Gy sl
Ground
elev.
ft.
Depth to
limiting
factor
16"
Remarks: lacks 24" suitable soil required for new mound
Boring #
<,
V.
Now
Ground
elev.
n.
Depth to
limiting
factor
Remarks:
SBD- e330(R.05/92)
Q11, dye
N
D
rl 13 Z
V
FL. S4
r
p M&A:.+.:tiw
U D
Page 1 of 4
SYSTEMS INC
Fnvironmental Onsrte WnsteWater Solutions''
Leaching Chamber Design Spreadsheet
Project Name: Seim - Conventional
Owner's Name Lee Seim
Owners Address 1128 280th Street
Glenwood City, WI 54013
Legal Description NE %4, NW �' /. Sec�1 T 29 N, R 15 [W
Township Springfield
County Saint Croix
Subdivision
Lot#
Parcel ID#
Table of Contents
pg-
1 Cover page
2 Calculations and Drawings
3 Management and Contingency Plan
4 Plot Map
total # of pages: 4
Designer Name: Lyle J. Myers
License #: 224617
Date: 8/29/05
Ph. #: 715 - 643 -2520
Signature:
42�4 Ile
Design Methods Used
"IN- GROUND SOIL ABSORPTION COMPONENT MANUAL FOR PRIVATE ONSITE WASTEWATER TREATMENT SYSTEMS" (Version 1.0) SBD- 10705 -P (R.6/99)
10:' . c
NC Infiltrator and the Infiltrator logo o are trademarks of Infiltrator Systems, Inc.
SYSTEMS I
Spreadsheet provided under license to Infiltator Systems, Inc by: 3bAdvisement N12486 220th St, Boyceville, WI 54725
' ' • ' Page 2 of 0
SYSTEMS INC Calculations and Drawings
Site Condi Infiltration Elevations
Site Type: Private Trench #1 Trench #2 Trench #3
%Slope 15 % Contour Elev: 100.00 99.001 0.00 Ft
# of Bedrooms 3 Infiltration Elev: 97.00 97.001 0.00 Ft
Depth to limiting factor 79 inches Limiting Factor Elev: 93.42 92.42 N/A
Soil Application Rate: 0.5 gal /ft ^2 /day Treatment and Dispersal Zone: 3.58 4.58 N/A
Effluent Quality Eff #1 Cover Material Required: 0 0 N/A In
Design Flow: 450 gal /day Finished Grade Over Cell: 100.00 99.00 N/A
Max BOD 220 mg /I
Max TSS 150 mg /I Distribution Cell
C hoose chamber type:
Septic Tank i Infiltrator Qui 4 Standard
Manufacturer: # of trenches: F_ v
Volume Chosen: .,, Chamber Length: 4.00 Ft
Effluent Filter Selected: Zabel A100 Chamber EISA: 19.1 Ft2
Note: Access opening of sufficient size to be provided to allow removal of filter. Endcap EISA: 5.8 Ft2
Opening to terminate at or above grade. Required Infiltrative Area: 900.0 Ft2
Actual Infiltrative Area: 909.3 Ft2
Total # of Chambers: 47
Cross Section of Septic Tank Total # of Endcaps: 4
Combined Length of Cells: 192.0 Ft
12" Min Grade
T _ Cross Section of Cell
8" Min Cover Material Observation Pipe
(if required)-,. _ - Final Grade
All joints to
be water tight D3034 or Ground
Z Effluent Sch40 Contour
Filter Pipe
Leaching System
Chamber Elevation
3" Bedding Under Tank
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ObserwaGat WIA
or SA 1 0 I ra pipe
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Infiltrator and the Infiltrator logo are trademarks of Infiltrator Systems, Inc.
Spreadsheet provided under license to Infiltator Systems, Inc by: 3bAdvisement N12486 220th St, Boyceville, WI 54725
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Page 3 of 4
In- Ground System Management Plan pursuant to comm 83.54 W. A. C.
Owner's Responsibility:
The component owner is responsible for the operation and maintenance of the component. The
county, department or POWTS service contractor may make periodic inspections of the
components, checking for surface discharge, treated effluent levels, etc. The owner or owner's
agent is required to submit necessary maintenance reports to the appropriate jurisdiction and /or
the department.
Septic Tank:
Septic tank(s) are to be inspected routinely and maintained by department approved individuals
when necessary in accordance with their approvals. The use of chemical /biological "treatments" is
not required or recommended. If such additives are used, make sure they are approved by
Department of Commerce, Safety and Buildings Div.. Effluent filters are to be removed & cleaned
as necessary, with provisions to keep solids from passing the septic during removal. No more
than 1/3 of the usable tank volume may be occupied by sludge /scum. 3 year inspection: If tank
has greater than 1/3 volume sludge, tank contents must be emptied and disposed of in accordance
with NR 113 Wisconsin Administrative Code by an approved individual. If the inspector does not
recommend pumping of the septic tank, then the owner must be notified of when pumping should
be done as to not exceed 1/3 sludge volume. Septic tank should be routinely inspected to be
watertight and of good repair.
Absorbtion Cell
The absorbtion component must remain free of ponded surface water prior to pump operation. If 4
inches or more water level is detected in the observation pipes, the owner must be notified of
possible problems /failure. The designed daily flow capabilities of the component should never be
exceeded. Trees and any other deep rooted vegetation should never be planted, or allowed to
grow anywhere on the component. Activities OTHER than mowing /maintenance (i.e. excessive
walking, pets, vehicles, etc...) could compress the component and reduce it's absorbtion
capabilities and /or possibly cause it to freeze in winter conditions.
Performance Monitoring:
Performance monitoring must be done at least once every three years following the installation or
at the time of a problem, complaint, or failure.
Contingency Plan:
If the septic tank or other components therein (including floats, alarms, etc) become defective, the
defective tank or component must be replaced immediately to ensure that the system can operate
as designed. If the absorbtion component cannot accept wastewater or ponds wastewater to the
surface, the component must be repaired or replaced in it's current location by removing the
clogged bacterial mat, aggregate /leaching chamber cell, and distribution piping within the cell and
replacing failing components in order to return system to proper working order as required. If repair
is not feasible, a new system is to be constructed in a designated replacement area