HomeMy WebLinkAbout032-2109-50-000 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix
Safety and Building Division
INSPECTION REPORT Sanitary Permit No:
395179
GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID N
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:
Mickus, Ronald I Somerset Township 032 - 2109 -50 -000
CST BM Elev: Insp. BM Elev: jBj;D;;ription
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV.
Septic Benchmark
C> 2 S0 �-,� - o J . yo
Dosing Alt. BM r
� )o - sue
Aeration Bldg. Sewer
Holding St/Ht Inlet
2�G
TANK SETBACK INFORMATION St/Ht Outlet
TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet
Septic loo f 1 5 + Dt Bottom 1 - 16% ?(-R) •R)
Dosing t t Z o Header /Man. ZZ Q2
b 0
Aeration Dist. Pipe 91 3 D ,
1 �2,rg
Holding ot. System f
s ►o • Sfl 70. Offl
„p Final Grade
PUMP /SIPHON INFORMATION G
144 Manufacturer -?,. � L � De d St Cover *
A odel Number ( y-p '
TDH Lift � Friction Loss System Head TDH Ft 4 t C
Forcemain Length 1 Dia. Dist. to Well
.- a Z.
SOIL ABSORPTION SYSTEM
BEDITRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth
DIMENSIONS ].J `$ ,Y Z
SETBACK SYSTEM TO P/L JBLDG IWELL LAKE/STREAM LEACHING of �q�er: — ��n_
INFORMATION CHAMBER OR 1'trlF�fpr
Type Of System: ,at � .. UNIT Mo I Num er: Nky eomAj ,
DISTRIBUTION SYSTEM LV
Header /Manifold to Distribution x Hole Size x Hole Spacing Vent to Air Intake
Pipe(s) ,^.
Length Di a r 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 fi Yes ❑ No
COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1:! 1E> Inspection #2: — T
Location: 1762 46th Street Somerset, WI 54025 (NW 114 NN _E 1114 5 T30N R19W) Cedar Valley Estate Parcel tip: 05.30.19.1023
1.) Alt BM Description 0a�"v
2.) Bldg sewer length
- amount of cover
*0 VAQ OA
Plan revision Required? [] Yes XNo d�
Use other side for additional information. �4 d Date nsepctor's Signature Cert. No.
SBD -6710 (R.3197)
Sanitary Permit Application Sat se Buildings Division
e
In accord with Comm 83.21. Wis. Adm. Code 201 W. Washington Ave.
�. 15 Box 7307
Sec reverse side for instructions for completing this application
Madison. W! 53707.730^
Personal information you provide may be used for secondary purposes y
DeDartme or Commerce (Privacy Law. s. 15.04(I)(m)) (Submit completed • p ted form to count if r
state owner
Attach complete plans (to the county copy only) f'or the system. than 9-1/2.\ I I inches in size.
County State Sanitary Permit Number ❑ Check if re i v x i ppli a}t f State Plan 1. D. Number
I. A Information - Please Print all Information cation:
Property Owner Name I_r VL U operty Location
h C C U �/ —' �I l4 �/4, S T J0 N. R or
Property Owner's Mailing Address ' -- t Number Block Number
ST CROIX
11 6s - . , T� y� Y� . Couwy
City, State Zip Code Pho 14uinb G OFFICE ?Subdivision Name or CSM Number
v r
11 Type of Building: (check one) f E3 Vill
0- 1 or 2 Family Dwelling -No. of Bedrooms; 0 k per p 1cw.5 S w�� c row of
• Public/Commercial (describe use):
• State -owned
III Type of Perr:it: (Check only one box on line A. Check box on line B if applicable) Nearest Road yG JT
A) 1. #New System 2. ❑ Replacement 3. ❑ Replacement of 1 4, O Addition to Parcel Tax Numbers) p Z Z - 2 /a
System Tank Onl Existing S ystem � 3 , / `P. 2
B) Permit Numbcr Date ISSWA
❑ A Sanitary Permit was previously issued
IV. Type of POWT System: (Check all that apply)
Non- pressurized In- ground ❑ Mound 13 Sand Filter O Constructed Worland
0 Pressurized In- ground 0 Holding Tank ❑Single Pass D Drip Line
13 At -grade 0 Aerobic Treatment U it ❑ Recirculating 0 Other.
V Dis ersaVrreatment Area Information: —
1. Design Flow (gpd) 2. DispersalAms 3. Dispersal Area 4. Soil Application S. Percolation Rate 6, System Elevation 7. Final Gradc
Required Proposed Rate (Gals. /day /sq. ft.) (Min. /inch) t? qO , 5 Elevation
Zw
VI Tank Capacity in Total /! of Manufacturer Prefab Site Steel Fiber- Plastic.
Information Gallons Gallons Tanks Cot. Con glass
New Existing crete strutted
Tanks Tanks
/ Zsv
- ❑ ❑ 0 ❑
-
VII Responsibility Statement
1, the undersigned, assume resp onsibility for installation of the POWTS shown n the attached plans.
Plumber's Name (print) Plumber's Signature (no stamps): FRS No. Business Phone Number 7 1,r 2-
Plumber's Address (Street, City, State, Zip Code)
r L✓ DD /
VIII County/Department Use Only
0 Disapproved Sanitary Permit Fee (includes Groundwater Date Issued Iss Agent Signature (No sumps)
+�1 Approved D Owner Given Initial Adverse Sumharge Fcc)
Determination 2-2,5 mil} e ZG��
IX. / Conditions / of Approval /Reasons for / Disapproval: I /
16 O N / S�a� /Pd /a! / /SCrvicc� �e. M�divtc.�e�Chkrer5� rCLON.MU.1ar�i�A•S.
50 .'�S CL'
SBD -6398 (R 07/00)
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• PUMP C AMDiR CROSS SECTIOW A 0 S 'CIF AT S'
'CUT CM
4 VENT PIPC 7r k r APP OVC0 LOCKI
WCAT�ICR 00 IOW
-fir . 7 ts' FROM 000lt. rlluc pox PAM covQR
wluDOw oR iSS ;N Irmu.. ... _ .
' hIK IW TAKC .. I
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coyoulT •
IuLCT A1RTIGNT si L
�. #SPRDVLD JO
MI /G.I. /IPLJOINT A �I 1�� w1c.I. fin
CXTCNDIUI. V i II ALARM GITC310111f.
• ONTO W
AUYO SOLIO SOIL : R ... ( 1 .
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CLE1t
. CpWCRETC i40�CK �
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RACR ' CXIT KROUTC0 QW1.11 W.TA" PAW FAATURCK*' SAS tIf;ICM M�'ROVA6 j wP►rtiowcc
SEPTIC "' SPEGIFIGATIOI�IS
OOSC '
TANK MAIWFACT"CR: 2:-i �Mt�1 R i p0��}i '61l OA:1
TANK SIZE: 7 ` j � 6,%"Ou3 OQIR VOLUMr .'.''
MAAW /ACT11L[R. s,T t✓ C-` ' ui1CUlIjI��r 6AC11I1.AW; � 6 '. Y - ...... r.,►��p�
M0146 I« UA"F*' �� �`'``'' N►lAL ��. :,,,,,,MICMCi OR 6AN.Gi
•WITCH 78?L2 . �'+, e i c c.�r � ♦,.,.Z,..MAWS 04 �?Y GA�LOi
PuM� nAlwrACTU sm
i MOO�L AIt1110i•R. - S •• lw Hu OR d W►L10
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MAMA A OISCMAKfrC ��/►AATC CII�C41Ti
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ttCT ••'�.• ::. .
+ MINIAU^ NCTWO& SUFFI-V FILEMURC +' l'6,% '�.
+ ./U rccT or roAcc MAIW x jjniRlCt1011 �wcroR: ►ac _
.: T4TA1: 0ltl►IANIiC itf AA' s F99T .
INTERNAL. 011ALUSIOWS OF TWK: L414 .;WIDTH 1614ut aEFTH ,.•....,.,_
N
L HEAD CAPACITY CURVE 3 7/8 6 1/4
30 MODEL "98"
4 5 /e —{
8
25 t3
3 5/8
6 20 m
+
U O +
a
15 4 3/16
o
f- • 10
1 1/2 -11 1/2 NPT
Y +
5
0
U.S. GALLONS 10 20 30 40 50 60 70 80
LITERS 80 160 240
0 FLOW PER MINUTE
TOTAL DYNAMIC HEAD /FLOW PER MINUTE
EFFLUENT AND DEWATERING
CAPACITY 12
HEAD UNITS /MIN
FEET METERS GALS LTRS
5 1.52 72 2
10 3.05 61 231 31
15 4.57 45 170 16
20 6.10 25 95 — 3 5/16
Lock Valve 23'
CONSULT FACTORY FOR SPECIAL APPLICATIONS
• Electrical alternators, for duplex systems, are available and • Mercury float switches are available for controlling single and
supplied with an alarm. three phase systems.
• Mechanical alternators, for duplex systems, are available with or • Double piggyback mercury float switches are available for
without alarm switches. variable level long cycle controls.
SELECTION GUIDE
1. Integral float operated 2 pole mechanical switch, no external control required.
Standard all models - Weight 39 lbs. - 1 /2 H.P. 2, Single piggyback mercury float switch or double piggyback mercury, float
98 Series Control Selection switch. Refer to FM0477.
Model Volts -Ph Mode Amps Simplex Duplex 3. Mechanical alternator 10 -0072 or 10 -0075.
M98 115 1 Auto 9.0 1 or 1 & 7 — 4. See FM0712, for correct model of Electrical Alternator, "E- Pak ".
N98 115 1 Non 9.0 2 or 2 & 6 3 or 4 & 5 5. Mercury sensor float switch 10 -0225 used as a control activator, specify
duplex (3) or (4) float system.
D98 230 1 Auto 4.5 1 or 1 & 7 — 6. Four (4) hole "J- Pak ", junction box, for watertight connection or wired -in sim-
E98 230 1 Non 4.5 2 or 2 & 6 3 or 4 & 5 plex or duplex operation, 10 -0002.
7. Two (2) hole "J- Pak ", for watertight connection or splice.
CAUTION
For information on additional Zoeller products refer to catalog on Combination Starter, FM0514; All installation of controls, protection devices and wiring should be done
by a quali-
Piggyback Mercury Switches, FM0477; Electrical Alternator, FM0486; Mechanical Alternator, fied licensed electrician. All electrical and safety codes should be followed includ-
FM0495; Alarm Package, FMO513; Sump/Sewage Basins, FM0487; and Simplex Control Box, ing the most recent National Electric Code (NEC) and the Occupational Safety and
FM0732. Health Act (OSHA).
RESERVE POWERED DESIGN
For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump.
MAIL T0: P.O. BOX 16347
`. Louisville, KY 40256 -0347 Manufacturers of ...
OYL 2I/ 1 ZZ7. SHIP T0: 3280 Old Millers Lane a P S
Louisville, KY 40216 QUAL /7Y Uit/PS lV f
(502) 778 -2731 • FAX (502) 774 -3624
Wisc,oftiri Department of Commerce SOIL AND SITE EVALUATION
D'jision of Safety and Buildings Page of
Bureau of Integrated Services in accordance with s. ILHR 83.09, Wis. Adm. Code
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must County
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. #
APPLICANT INFORMATION - Please t \ll inform�lon. Reviewed by Date
Personal information you provide may be used for se r durposes (Privacy Lav/ s. 04 (1) (m)).
Prope Owner y roperty Location
�. r
�� �!� ovt. Lot 1/4 1/4,S T N,R (o -W
Prop rty Owner's Mailing Address ( i , }�t # Block# Subd. N / ame or CS M6 i
City State Zip Co j. x er j ' Road
❑City Village Town /
New Construction Use: Residential [Numberofzedrooms Addition to existing building
Replacement ❑ Public or commercial - Describe:
Code derived daily flow _4�w _ gpd Recommended design loading rate �,1' bed, gpd /ft gpd /ft
Absorption area required _ bed, ft /SOD trench, ft2 Maximum design loading rate �:5' bed, gpd /ft gpd /ft
Recommended infiltration surface elevation(s) ft (as referred to site plan benchmark)
Additional design /site cc iderations
Parent material Flood plain elevation, if applicable ft
S = Suitable for system Conventional Mound In- Ground Pressure I AT -Grade System in Fill Holding Tank
U = Unsuitable for system S U ® S ❑ U ® S ❑ U Zs ❑ U ❑ S [) U ❑ S 5d U
SOIL DESCRIPTION REPORT
Boring # Horizon Depth Dominant Color Mottles Structure GPD /ft
Texture Consistence Boundary Roots
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench
/ - c
Ground s _ /�
ele _
ft. '
Depth to
limiting :Z/
Z
factor
?min.
Remarks:
Boring #
/ 3 S
-/
-'
Ground
elev.
;eft.
.h �f•G '
Depth to
limiting
factor
},Zj5_ in. Remarks:.
CST Name (Plea e P ' t) Signature Telephone No.
Address Date CST Number
GA i , Q 3
J SOIL DESCRIPTION REPORT
PROPERTY OWNER �C:h�_,�� / - t4S Page __�I of
PARCEL I.D.# JAS"
Boren # Horizon Depth Dominant Color Mottles Structure 2
t. Color Gr. Sz. Sh.
Boring Texture Consistence Boundary Roots
in. Munsell Qu. Sz. Co Bed Trench
3 D s
3 — s e- s v`
Ground
elev.
g5;IT
Depth to
limiting S� O
factor
Remarks:
Boring #
...........................
Ground
elev.
ft.
Depth to
limiting
factor
in.
Remarks:
Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench
Boring #
Ground
elev.
ft.
,
Depth to
limiting
factor
in. Remarks:
Boring #
,
Ground
elev.
ft. '
Depth to
limiting
factor
in. Remarks:
SBD -8330 (R. 07/96)
:e
Aewl
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i
t -Y
4 7 A9
by
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. Wsconsin Department of Industry SOIL AND SITE EVALUATION REPORT Page 1 of 3
D L and Human Relations
Division of Safety & Buildings in accord with ILHR 83.05, Wis. Adm. Code
COUNTY
Attach 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. 032 - 2017 -30
APPLICANT INFORMATION- PLEASE PRINT ALL INFORMATION REVIEWED BY DATE
PROPERTY OWNER: PROPERTY LOCATION
Mike Lundbercl GOVT. LOT Nw 1/4 NE 1/4,S5 T 30 N,R lg for) W
PROPERTY OWNER':S MAILING ADDRESS LOT # BLOCK# I SUED. NAME OR CSM #
2040 Cirinit- Ave N_ P; na Cedar VAlley Estates
CITY, STATE ZIP CODE PHONE NUMBER [ ❑VILLAGE GOWN NEAREST ROAD
Stillwater, MN. 55082 (612)436 -6172
[�] 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 .4 bed, gpd /ft trench, gpd /ft
Absorption area required 375 bed, ft 375 trench, ft Maximum design loading rate _ bed, gpd /ft gpd /ft
Recommended infiltration surface elevation(s) 103.90 ft (as referred to site plan benchmark)
Additional design/ site considerations system based on contour line of el 102 90
Parent material glacial d Flood plain elevation, if applicable na—ft
r U = Suitable for system CONVENTIONAL MOUND IN- GROUND PRESSURE AT -GRADE SYSTEM IN FILL HOLDING TANK
= Unsuitable fors stem E] S nU ®S ❑ U El L1U ❑ S KI U El aU ❑ S au
SOIL DESCRIPTION REPORT
Depth Dominant Color Mottles Texture Structure Consistence Y Roots GPD /ft
Boring # Horizon in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed ITrench
1 0 -8 10 r3 3 none 1 2msbk mfr 9W 9f _5 -
1
2 8 -28 7.5yr4/4 none sicl 2msbk mfr gw if .4 .5
Ground 3 1 28-48 5 r4 4 none scl lcsbk mfr Crw na .2 .3
elev.
1 4 L 8-60 .
Depth to
limiting
factor
Remarks:
Boring #
0-10 10yr3/3 nona 2msbk Mfr 2f .5 .6
`>? 2 10 -24 7.5 r4 4 none sicl 2csbk mfr if .4 .5
Ground 3 24 -75 5 r4/4 none sicl 2csbk mfr na 5
elev.
102 .f4
EO
Depth to 7
limiting ��
factor , T AptX
+7 NTy �'
Remarks:
CST Name: -- Please Print Gary L. Steel Phone: 715 -246) -6200 �
Address: 1554 200th. New ch WI 54 7
Signature: Date: 5 -23 -97 CST Number: m02298
PROPERTY OWNER Mike TundbP a SOIL DESCRIPTION REPORT Page bf
PARCEL I.D. # 032- 2017 -30
Depth Dominant Color Mottles Texture Structure Consistence Roots GPD /ft
Boring # Horizon in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench
1 0 -7 10yr
2 7 -18 7.5v r4 4 none sicl 2 bk mfr aw if .4
Ground _
elev.
103. 21.
Depth to
limiting
factor
Remarks:
Boring #
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
Boring #
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
Boring #
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
SBD- 8330(8.05/92)
STEEL'S SOIL SERVICE
Gary L. Steel Mike Lundberg 1554 200th Ave.
CSTM2298 NW4NE4 S5- T30N -R19w New Richmond, WI 54017
MPRSW 3254 town of Somerset (715) 246 -6200
lot #5 -Cedar VAlley Estates
r
N
1 " =40'
BM.= top of 2 pvc pipe @ el. 100'
Alt. BM. =top of steel post C el. 103.8'
v
r
(P .3 ' u'
N
�c
tL
Gary L. Steel.
5 -23 -97
I I _
S f CROIX COUNTY
SEPTIC T,.,NK. MAINTENAI'JCE AGREEMENT
AND
OWNERSHIP CERTIFIt:'ATION FORM
Owner/Buyer 'Ro>1a.l6( J. M C_6(S r n 1 r9 �[eQU Jk4- M ( &U,S
Mailing Address 11 M'p :LA A Alb-t - )_ mtV .
Property Address �� �� L�( y �ff3,mp ae . b
(Verification required from Planning Department for new construction) VT _
City /State �o�n,evrse�� w l Parcel Identific, ;ion Number _
LE GAL DESCRIPTION
Property Location W LJ 1 /4, $ '/4, Sec. � TAU N -R_ W, Town of _':)c,rue te'f'
Subdivision (_,c✓ yajjoV _S -�n4 -e.S _ , Lot # J
Certified Survey Map # J'i,h V0lunlc T _, Page #
Warranty Deed # 9 �� , Volume I �� f , Page # _ (
Spec house ❑ yes ❑ no Lot lines identifiable Z yes ❑ no
SYSTEM MAINTENANCE
Improper use and maintenanceof your septic system could resell 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 Wil) 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 ner and by a
master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on -site was le water dL posal system
is in proper operating condition and/or (2) after inspe,. Lion and pumping (if necessary), the septic tank is less than 1/3 full of sludge.
/ p rivate sewage disposal s
Uwe, the undersigned have read the above rec uiremcnts and agree to maintain the p stem with the standards b P Y
0 1 b
set forth, herein, as set by the Department of Commence and the Department of Natural Resources, Stale of W isconsin. 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 th ee year exp atio date.
,� SIM1 9
SIGNATURf OF APPLICANT DATE
OWNER CERTIFICATION
I (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) tare owner(s) of
the roperty des ribed abov by virtue of a warranty deed recorded in Register of Deeds Office.
_ 5. '��/ L
SIGNA E OF APPLICANT DA '[ is
' * * * ** Any information that is mis- represented may result in the sari itary permit being revoked by the Zoning Department.' * " "'
*' Include with this application: a stamped warranty deed fi.,m the Re6ister of Deeds off
a copy of the certified survey map if reference is madc in tic warranty deed
08/06/2001 MON 16:30 FAX 715 268 6106 HILL TOP EXCAVATING 1?1002
.31 CKA LU ZUINI146 1001
Private Onsite Wastewater Treatment System Management Plan
Septic Tank And Gravity In- Ground Soil Absorption Component
Pursuant to Comm 83.54 Wis. Adm. Code each Private Onsite Wastewater Treatment
System (POWTS) shall include information and procedures for maintaining the system within
the parameters of Comm 83 and 84, and the conditions of approval by the department, agent,
or governmental unit. The approved plans and permits for system are on file at the county
zoning or health department_
This management plan complies with Comm 83.54, Wis. Adm. Code, and the In- Ground
Soil Absorption Component Manual for Private Onsite Wastewater Treatment Systems SBD-
10567-P (R.6/99).
Table 1; System Design Specifications
Sanitary Permit Number
Number of Bedrooms
Design Flow - Peak (gpd)o
Estimated Flow - Average (gpd) G .
Septic Tank Capacity (gal)
Soil Absorption Component Size (ft .
Type of Wastewater Domestic
Table 2: Soil Absorption Component - Limits of Reliable Operation
Septic Tank Component Soil Absorption Component
Design Flow - Peak (gpd)
Maximum Influent Particle Size (in) 1/8
Maximum 8013 (m /L) 220
Maximum TSS (m /L) 150
Table 3: Maintenance Schedule
Septic Tank Inspect and/or service once every 3 years
clean t
years
Outlet Filter Inspect once a year an d le n a least once every 3 Y ea
Soil Absorption Component Inspect once every 3 years
Septic Tank
The septic tank shall be maintained by an individual certified to service septic tanks
under s_ 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with
NR 113. Wis. Adm. Code (Servicing Septic or Holding Tanks, Pumping Chambers, Grease
Interceptors, Seepage Beds, Seepage Pits, Seepage Trenches, Privies, or Portable
Restrooms).
The operating condition of the septic tank and outlet filter shall be assessed at least
once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure
proper operation. The filter cartridge should not be removed unless provisions are made to
retain solids in the tank that may slough off the filter when removed from its enclosure. If the
08/06/2001 MON 16:31 FAX 715 268 6106 HILL TOP EXCAVATING IM 003
.+� mun 10. ul rdA rla 386 4b5U ST CRX CO ZONING 002
Management Plan for a Septic Tank and Soil Absorption Component
filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously.
Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The
septic tank shall have its contents removed when the volume of scum and sludge in the tank
exceeds 1/3 the liquid volume of the tank. If the contents of the tank are not removed at the
time of an assessment, maintenance personnel shall advise the owner of when the next service
needs to be performed to maintain less than maximum scum and sludge accumulation in the
tank.
Manhole risers, access risers and covers should be inspected for water tightness and
soundness. Access openings used for service and assessment shall be sealed watertight upon
the completion of service. Any opening deemed unsound, defective, or subject to failure must
be replaced. Exposed access openings greater than 8- inches in diameter shall be secured by
an effective locking device to prevent accidental or unauthorized entry into the tank.
No one should enter a septic or other treatment or holding tank for
any reason without being in full compliance with OSHA standards for
entering a confined space. The atmosphere within the septic or other
treatment of holding tank may contain lethal gases, and rescue of a
person from the interior of the tank may be difficult or impossible.
Tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the
tank is no longer used as a POWTS component.
Soil Absorption Component
The soil absorption component serving this structure is designed to accept domestic
wastewater from a residential facility. The limits of operation of this component are shown in
Table 2.
The longevity of a soil absorption component depends greatly on proper and timely
maintenance, and system use within or below the limits of reliable operation. Good water
conservation practices by all occupants and the installation of water conserving plumbing
fixtures are key factors in extending the useful life of this component.
The soil absorption component's operation must be assessed by inspection at least
once every three years. The inspection shall include recording the levels of ponding, if any, in
the observation pipes, and a visual inspection for any evidence of surface seepage or discharge
from the component. On steeply sloping sites, areas of erosion should be identified and
reported to the owner for repair. The surface discharge of domestic wastewater or sewage
from the system is prohibited and considered a human health hazard.
Traffic around or over the soil absorption component should be avoided particularly
during winter months. The compaction or removal of snow cover over the component may lead
to hydraulic failure by freezing. This type of failure is usually temporary, but is difficult or
impossible to repair until weather conditions improve. In general, soil compaction over this
component will reduce diffusion of oxygen into the soil and dispersal cell, which may lead to
more intense, and earlier, organic clogging of the soil.
2
08/06/2001 MON 16:32 FAX 715 268 6106 HILL TOP EXCAVATING Q0 04
_.._ �uaU bi URA CU 'ZONING I�J003
00
Management Plan for a Septic Tank and Soil Absorption Component
Plantings of deep- rooted trees and shrubs directly over or within ten feet of the
component should be avoided since root intrusion into the component may obstruct wastewater
flow.
3
. jr�OG
VOL 1381 PAc[ 16'7 '
59254Es
KATHLEEN H. WALSH
Warrant Deed REGISTER OF DEEDS
ST. CROIX CO. WI
RECEIVED FOR RECORD
11 -30 -1998 .9:15 AN
This Deed, made between LUNDGO CORP., A MINNESOTA
CORPORATION, Grantor(s) WARRANTY DEED
EXEMPT #
and RONALD J. MICKUS, JR AND JEAN M. MICKUS,
CERT COPY FEE:
HUSBAND AND WIFE Grantee(s) COPY FEE:
TRANSFER FEE: 95.70
RECORDING FEE: 10.00
WITNESSETH, That the said Grantor(s), for a valuable PAGES: 1
consideration conveys to Grantee(s) the following described
THIS SPACE RESERVED FOR RECORDING DATA
real estate in ST CROIX County, State of Wisconsin:
NAME AND RETURN ADDRESS���iCl�U���
LOT 5 CEDAR VALLEY ESTATES IN THE TOWN OF
SOMERSET, ST. CROIX COUNTY, WISCONSIN
PARCEL IDENTIFICATION NUMBER
This is homestead property.
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APR iS 99 06'21PM MINNHEALTH 1
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