HomeMy WebLinkAbout25-144SRequest for Sanitary Inspection (24 Hrs. in Advance)
Fax this form to Zoning Dept (24 Hrs.) prior to when you want an inspection —(715) 373-0114
If you do not have a fax and must email the inspection; you must email all staff members.
Note
fl Time Change fl Discrepancy fl Other
Phone Number
Plumber:
Fax Number
Homeowner:
r
S�� IAS& (t'�����
Email Address
Immediate Phone Number So Zoning
Sanitary
W ��
Dept can call you right back (if needed)
Permit #:
Plumber's Choice
Zoning Dept
No Inspection(s) during this time
Date:
Tuesday (9:30 am - 12:15 pm) (Tracy)
Plumber's Choice
Zoning Dept
Time:
Township:
Uyj 4' Vf
Address # &
Road Name:
' pZ l 7 70 K) P?VaA j
Lip
or
Naa
Directions
To Site:
Comments:
Plumbers you must verify any change(s) by fax or email **
Notes from
u/formsisanitarylrequestforinspection
Zoning Dept (@4/12/04); 0 June 2023
Private Onsite Wastewater Treatment
gas Systems POWTS Ins ection Report
Inc
Ge JED J & LISA E WEBER REV
Pe TRUST purp0ses[Privacy Law, s. 15.04 1 m)
Pe 21770 W RYANS LN jj City Village Town of:
CABLE W1 54821
dy-
setback to:
County
Sanitary ennitNo:
State Plan'Transacton ID#
Parcel Tax No:
TYPE
MANUFACTURER
CAPACITY
Prop. Line
Well
J Building
Air Intake
J Road
Se tic
L ✓,. <`
2/to
7 /t0
Ste'
N/A
Dosing
N/A
Aeration
N/A
Holding
Pump / Siphon Information
Pump Manufa turer
rump Model
Demand
C` cv
6' 7
GPM
Filter Manufacturer
Filter Model
TOH
Lifts
Friction Loss
Head
Total
L
Forcemain
Length ,
Dia / r
Dist To Well
Dispersal Cell Information •
DIMENSIONS
Width Length
# of Cells
2=
SETBACK FROM
Prop.. Line Building
Well
OHWM i
Type of Cell Manufacturer. _.,
Ei r'/c>
Pretreatment Unit
Manufacturer:
Model Number.
stribution System
Elevation Data
STATION
BS
HI
FS ELEV
Benchmark
Bldg. Sewer
Tank Inlet
Tank Outlet
-7,/c 2
Dose Tank inlet
Dose Tank Bottom
;jzf 9cj,oNq,l,
Inst. Contour
Header/ Manifold
Y..6
Distribution Pipe
Infiltrative Surface
5
Final Grade
Header/ Manifold
I Distribution Pipe(s)
I X Hole Size
I X Hole
bservation Pipes
Length _ Dia
Length Dia _
Spec
Spacing
es 0 No
foil Cover
Depth Over
I Depth Over I
Depth of I
Seeded / Sodded
I Mulched
Cell Center
I Cell Edges I
Topsoil I
❑ Yes
❑ No
j0 Yes 0 No
3OMMENTS: (Include code discrepancies, persons present, etc.)
i e L�
i,� Y)
1,
L_
..
J �
1
I s
tylU
'�uvllC
Cu-tV e�'�`. .1 [' 5'i l{•C
YR N�
8 '
Ian revision required? ❑ Yes
t 4Jo ) b L y -Z
to other side for additional inform
on. S
Date
POWTS Inspector's Signature
License Number
3Rn_n71n (P n4/911
• BAYFIELD COUNTY PLANNING & ZONING DEPARTMENT
Telephone: (715) 373-6138 Bayfield County Courthouse
Fax: (715) 373-0114 Post Office Box 58
e-mail: zoning(EDbavfieldcounty.org 117 East Fifth Street
Web Site: www.bayfieldcountv.org/147 Washburn, WI 54891
Property Owner
JED J & LISA E WEBER REV
Information _ TRUST
21770 W RYANS LN
— / CABLE WI 54821 8 As you know `L G d\ C-1 ! r L was contracted by you to install a private
onsite wastewater treatment system on your property (Tax ID# above). To know when your system will be due
for servicing please go to www.septicsearch.com
Notes:
Abandonment of Old System to meet all applicable code requirements:
1
.• Tank was pumped by:
• Tank was crushed / removed and pipes disconnected by:
on
at AM/PM
On at � A( VI / PM) the above -mentioned plumber contacted our office to
conduct •pre -cover inspection as required under DSPS 383. One of the following applies:
System was inspected and appears to meet all applicable code requirements.
❑ System was inspected and appears to meet all applicable code requirements; however, a plan revision
is necessary because the installation was substantially different than the original approval.
❑ System could not be inspected because plumber covered prior to scheduled time of inspection
❑ System could not be inspected because plumber was not ready at scheduled time of inspection.
County was unable to return to complete inspection.
System could not be inspected because plumber was not ready at scheduled time of inspection.
A re -inspection and $50 fee are required.
System could not be inspected because County could not respond to plumber's time constraints
Comments:
Uttorms/sanitarypropertyownerAnput
April 2019
vNTl&tt ►I
Department of Safety
County BAYFIELD
& Professional Services,
�� P 2025
10
Industry Services Division
(to be filled in Co.
Sanitary PermitNumberbyCo.)
uq L4
pyritic} an 3 Z �Janitary Permit Application t o 116/4
State Tr�anTsaction Number
In accordance with SPS 383.21(2), Wis. Adm. Code, submission of this form to the appropriate go enlal unit
lr
is required prior to obtaining a sanitary permit. Note: Application forms for state-owned POWTS are submittyd to
Project Address (if different than mailing address)
the Department of Safety and Professional Services. Personal information you provide may be used for secondary
purposes in accordance with the Privacy Law, s. 15.04(1)(m), Stats.
(SAME)
I. Application Information — Please Print All Information
Property Owner's Name
Parcel # 2 _2-44.06-21-4 05-003-11200
JED J. & LISA E. WEBER REV TRUST
Address:
21770 W RYANS LN
Govt. Lot 3
City, State I
Zip Code
Phone Number
CABLE, WI
54821
715-794-2396
'/�, Section 21
�4�
II. Type of Building (check all that apply)
Lot #
'y
T 44 N R 0 6 L ar W
[ 1 or 2 Family Dwelling — Number ofBedrooms 2
NA
Subdivision Name
Block #
NA
Public/Commercial — Describe Use
NA
l7 City of
❑ State Owned — Describe Use
CSM Number
O Village of
NA
GRAND VIEW
III. Type of POWTS Permit: (Check either "New" or "Replacement" and other applicable on line A. Check one box on line B. Complete line C '
applicable.)
A. lacement System
System y Ocat�gystem
Additional Pretreatment Unit (explain)
[.......(explain)
JHoldin
�V llll ttV t' 11
B.
Holding Tank
X�-d (GEOMAT)
❑ At -Grade
❑ Mound
Individual Site Design
0 Other Type (explain)
(conventional)
C.
❑ Renewal Before
❑ Revision
❑ Change of Plumber
❑ Transfer to New Owner
1St Previous Permit Number and Date Issued
ExpirationI
I
NK
IV. Dispersal/Treatment
Area and Tank Information:
Design Flow (gpd)
Design Soil Application Rate(gpd/sf)
Dispersal Area Required (sf)
Dispersal Area Proposed (sf)_J
System Elevation
300
0.6
500
500
91.80 FT.
Capacity in
Total
# of
Manufacturer
Tank Information
Gallons
Gallons
Units
New Tanks1.0
Existing Tanks
1diilJ.
Q
�
v�
w
w
�,
iii
C7
Septic or Holding Tank
2000
000
1
WIESER
x
V. Responsibility Statement- I, the undersigned, assume responsibility for Installation of the POWTS shown on the attached plans.
Plumber's Name (Print) Plumber's Signature MP/MPRS Number Business Phone Number
DENNES E 221516-P 715-580-0254
Plumber's Address (Street, City, State, Zip Code)
42625 KAVANAUGH ROAD, CABLE, WI 54821
VL County/Department Use Only
Approved JO Disapproved Permit Fee Date IssuedAge
L
❑ Owner Given Reason for Denial �� {, ��j
Conditions of Approval/Reasons for Disapproval
Attach to complete plans for the system and submit to the County only on paper not less than 8 112111 Inches in size
SBD-6398 (R. 03/22)
PAGE 1 OF 5
In -Ground Dosed -Gravity Plan
0CT 10 zQZ5
planning and Zoning Age'►
In -G
Pg1of5
Pg2of5
Pg 3 of 5
Index & Cover Sheet
Component Manual Design References:
round Soil Absorption for POWTS Version 2.1 (May 2022-2027)
Index & Cover Sheet
Plot Plan
Dispersal Area Cross -Section & Plan View
Pg 4 of 5 Pump Tank Specifications
Pg 5 of 5 Management Plan
Attachments:
Enclosures:
Pump Curve
POWTS Application for Review
Tank Specs
Soil Evaluation Report & Site Map
Filter Specs
Tax Statement
Owner Name(s):
Owner Address:
Project Address:
Project Name I Description
JED J. & LISA E. WEBER REV TRUST
21770 W RYANS LANE, CABLE, WI
(SAME)
Govt. Lot: NA 1/4 of
Township: GRAND VIEW
Project Parcel ID #:
Designer Name:
Phone: 715 - 794 - 2396
Zip: 54821
1/4, Section 21 , T 44 N -R 06 E ❑or w11
County: BAYFIELD
04-021-2-44-06-21-4 05-003-11200
Designer Information
MARY JO HUPPERT
Designer Address:
25720 FIREFLY LANE, WEBSTER, WI
E-mail: holiisterdesign@outlook.com
License Number.
1859-007
Remarks:
/uik/$ 5/1Mi
add pi1'it41' &JJ_t
Phone: 715 - 426 - 1775
Zip: 54893
t.&.-
,$,99.!$\
.
RV JO .. '*
HLPP RT : r
.1
Signature: Date: �2225
mat final signature requi on each submitted copy.
WEIR
OCT10
p 2025 s and l00 LAKE I�NOTTNG
ptann�9 93.95' -N-
2 BEDRM
CRAWL SPACE 's 101 Si)'
B2 iB
I .� e
100.65'
101.55'y'BM
A;o0 SN F> kowrowvi,lP ' 100.0'
HOLDING TANK
INLET 9815'
GARAGE
SLAB
GARAGE
SLAB s
PRIVATE
DRIVEWAY I:'=.SEMfT:`'
JED J & LISA E WEBER REV TRUST
21770 W RYANS LN
} CABLE WI 54821
715-794-2396
21770 W RYANS LN
S21 T44N R06W
TOWN OF GRAND VIEW
PIN 04-021-2-444)6-21-4 05-003-11200
BM BOTTOM OF GARAGE SIDING
} MAXIMUM SYSTEM ELEVATION 99.80'
SIZED AT 0.6
+1- TO RYAN LN
N
SCALE 1"=40'
o'
40'
`�
IN -GROUND DOSED -GRAVITY DISPERSAL AREA
Uniform Elevation Trenches with EZ1203HP Bundles
3 -ft Trench (down -sizing credit)
Geoovere I
Cover
min.12"
(typical) TYPICAL TRENCH
SOIL COVER
CROSS SECTION VIEW
1r
''
(No Scale)
'
min. trench
OBSERVATION
PIPE DETAIL
depth L_ ' w
(typical) — — — w , . r •' , • ; + Screw -Type oev
(No Scale)
Finished Grade
Slip Cap (loose)(mulched
& seeded)
99 80 System Elevation = _ft. a•0 Pvc tripe
(typical) Provide minimum 3 ft Top of pipe to terminate
•
,;
Topsoil Cover
(min. 1 foot)
at or above finished grade
separation between trenches.
(4)114% "X6"Slots
9
TYPICAL TRENCH
@ apart
(Show location of inlet/ outlet pipe connection on plan view.) Anchoring Device
:• .•• •. ;.'
Infiltration
PLAN VIEW
Surface
(Nn Scl)
411 0 Observation pipe shall be installed
at junction between two units.
Perforated Lateral Observation Pipe
(typical) (typical)
(typical) 300 GPr / 0 t LR - 500 FT 2
INSTALL PER TRENCH:
10 -ft bundles @ 50 ff EISA/unit = 250 ft2
+ 5 -ft bundles @ 25 ft EISA/unit = ft2
10 ft
(typical)
ft
(typical)
500 / 50 EISA = 10 UNITS " EZ1203H Bundle
10 X 10 FT. = 100 FT. (typical)
(2) 3 FT. X 50 FT. TRENCHES (mfd by Infiltrator Systems, Inc.)
Install pursuant to manufacturer's instructions.
= Proposed EISA per trench = 250 ft2 Required Infiltration Area = 500 ft2
x 2 trenches = Proposed Total EISA = 500 ft2
Distribution Method:
branched manifold
O
m
w
O
-n
(31
PAGE 4 OF 4
cct 10 2025 In -ground Dosed -Gravity Management Plan
lMPJeq
plan
The owner of this in -ground dosed -gravity system shall be responsible for its perpetual operation and maintenance
pursuant to requirements of SPS 382-384, Wisc. Admin. Code. Pursuant to SPS 383.52 (2), Wisc. Admin. Code, this
system shall be considered a human health hazard if not maintained in accordance with this approved management
plan. Furthermore, all inspection and maintenance activities shall be performed by a registered POINTS Maintainer in
accordance with SPS 383.52 (3), Wisc. Admin. Code.
Maximum Dispersal Area Operating Limits:
Design Flow = 300 gpd; BOD5 5 220 mgL''; TSS 5150 mgL 1; FOGS 30 mgL-1
Inspection Checklist INSPECT EVERY 3 YEARS
o type of use
o age of system
o nuisance factors (i.e. odors, user complaints, etc.)
o mechanical malfunction (i.e., pumps, valves, switches, floats, etc.)
o material fatigue (i.e., leaks, breaks, corrosion, etc.)
o solids volume in anaerobic treatment tank(s) and any distribution appurtenance(s) (i.e., distribution / drop boxes)
o neglect or improper use (i.e., exceeding design capacities, prohibited activities, etc.)
o extent of ponding in distribution cell prior to dosing
o dosing irregularities - if applicable (i.e., pump re -cycling, float switch settings, etc.)
o electrical components - if applicable (i.e., wiring, connections, switches, controls, timers, alarms, etc.)
o distribution lateral or lateral orifice plugging (measure lateral distal pressure -- compare to design specification)
o surface discharge of effluent or sewage back-up into structure served
Maintenance Checklist MAINTAIN EVERY 3 YEARS (or when necessary)
o Septic and dose tank(s) shall be pumped by a certified septage servicing operator licensed under s. 281.48 Wis.
Stats. when the volume of solids in the tank(s) exceeds one-third (113) the liquid volume of the tank(s) or
as required by local ordinance. Disposal of contents shall be pursuant to NR 113, Wisc. Admin. Code.
o Effluent filter(s) shall be inspected every 3 years and shall be cleaned when necessary to remove any
accumulated solids according to manufacturer's specifications. A servicing period will always be greater than 12
months.
System maintenance reports shall be submitted to the proper local government unit In accordance with
SPS 383.55 Wisc. Admin. Code. Report any component failure or malfunction to:
Name of individual or company:
Local government unit:
DENNIS RASMUSSEN
BAYFIELD COUNTY ZONING
Local government unit address: WASHBURN, WI
Phone: 715-580-0254
Phone: 715-373-6138
ZIP: 54891
Any defective part of this system shall be repaired, replaced, or removed pursuant to SPS 383.51 (1), Wisc. Admin.
Code. Repair or replacement of failed or malfunctioning components shall comply with SPS 383, Wisc. Admin. Code.
No product for chemical or physical restoration of the POWTS may be used unless approved by the department in
accordance with SPS 384, Wisc. Admin. Code.
Contingency Plan
In the event that any failed treatment component of this POWTS cannot be repaired, it shall be replaced pursuant to
a plan submitted to the appropriate agency for review and approval. A failed in -ground dispersal component may be
abandoned and replaced by a code -complying dispersal component in a pre -determined area of suitable soils.
System Abandonment
If use of this POWTS is discontinued, it shall be abandoned in accordance with SPS 383.33, Wisc. Admin. Code.
CEIVED
10 2025
layfield Co.
and Zoning Agency
"DOEL 9e w cyca
Feet
Gaaoa
Mitts
Wrs
s
n
is
773
+o
s+
a+
]1
1S
tl
as
IA
10
ki
tan rule 32
1 1/2-11 1/2 NPT
SAM
CONSULT FACTORY FOR SPECIAL APPLICATIONS
16
16
Eledficet allernafofs, for dtaplex systans, am au®iabie and • Variable level Boat scathes am avaiewe for catYoifg single
suppled
ical Do
aflwrwkrrs, for duplex sissrni . am avaiaifle • D
MeeoSAe pigggybark vaielle level Boat s,,viiches am avaiable
with or wNhotd alarm sal tcha for variable level kxg cyde aw*Ss.
Standard all models - Weight 39 lbs. - M. H.P.
l flrin Ca_Y I
S@kCM a
lot W,fa711
Sere
108 115 1
Aub
eA
115 1
Na,
9.4
72.246
3ar4&5
DOa 238 1
M
4.7
a-t
E48 230 1
Nan
4.7
3a4t5
SFIEC7DN GUIDE
1. LlleprJ kelapraled 2 pole artfrniraiasit . nordearrlfineN mcluved.
2. 5YaWe piclWthwk vad " heal Sin aaid,ardaf . ptgpltrckvrimbialelai,
16daairJL &lo -s rm477.
S iragarierr airrrtr1000 w100,75.
4. See Fir071Z faeatadimdSd9rJtid Allanrla.
5. Cmrol switch 10072. tfnd ae a carol ,drawn. eluryy dlpaef (3) or (4)
'in-Ta-n
E Far(4)hole 4-Pakieu.Sm Inc for lot coamdba vAmdi+
..rga. orteyMeaperat..160002
7. Two (2) Ice 4 -Pt. forrssYrlb d connectionalspirt:
,;AUfl1N1
ilirrr8raeaidlaaf ae ,—---eeaYl. ier .iat- 10 1 11 tad_.. drr, AN installation of controls. protection devices and :inin9 should be done by a qualified
IRr 3oAYnrer ri018Ri1atrot/raatar gOl Se.,flsapania,R0187; hangedtlectrician. All elecideal and safely codes should be followedhtl-Nng the most
ijf4reSfglafrPup(iMRn5 M=ftdaar RlMM POWERED
recent National Electric Code (NEC) and the Occupational Safety and Heath Act (051W.
RCE iE .pE POWERED SiG? 9
For tmusual cotidrfiorls a reserve safety fattr is engineered into the design of every Zoeller purrtp.
/ Yit7[kP.R(itV(181l7
rte, �I�IU
tsirltRr4t1Hf1f81 .�atrn7'fi11nF..uar .�
afµyl.r sa.,raca.. AWW" !O_ I t� FAif7 44n4
PAGE 4 OF 5
ouT 10 2o25
Planning and Zoning
GRAVITY -DOSED QED & LISA WEBER
SEPTIC / PUMP TANK SPECIFICATIONS
4"O Vent Pipe (No Scale)
>10 ft from
Building Electrical must comply with
12" Min. or 2.0 ft above COMM 16 and NEC 300
Established Flood Elevation fl —fl jNeatherproof end manhole riser as necessary.
(typical) Approved I ' f Junction Box
IMPORTANT: Vent Cap
Anchor tank(s) as necessary
pursuant to SPS 383.43(8)(g) I
Finished Grade
CAPACITIES @ see chart gal/in
Depth (in)
Volume (gal)
A
28.9
337.0
B
2.0
22.0
[C]
6.0
61.0
D
8.0
55.0
4 II
Liquid
A Depth
B
I
*
Pump Pump Tank Liquid Level = 44 in
D
Force Main Diameter = in
Force Main Length = 21 ft
Force Main Vold Volume = 3.42 gal
Approved Locking Manhole
with Warning Label Attached
(typical)
ondult
4" Min. or 2.0 ft above
Established Flood Elevation
(typical)
Airtigrh7t Seal
I I _ (luick Disconnect
Neep
Hole
— Force Main
Filter*
18" Min.
(typical)
Approved Joints with
Approved Pipe 3 ft onto
Solid Ground
(wad)
Alarm * Install and maintain pursuant
On to manufacturer's instructions.
PUMP -OFF
Off A ELEVATION= 92.67 ft
3" Approved Bedding Material Beneath Tank
INSIDE BOTTOM
4_. ELEVATION = 92.00 ft
21 FT. X .163 = 3.42 GALLONS FLOW BACK
[C] Total Dose Volume (TDV) = 64.43 gal/dose
( ≤ 0.2X design flow + force main void volume)
7.92 7.13 LIFT + 0.5 INVERT + .29 FRICTION FACTOR = 7.92 TDH
Vertical Lift = ft
PUMP TANK:
Volume = 540 gal
r: INFILTRATOR
Manufacture
Pump Manufacturer: ZOELLER
98
Pump Model:
(See attached pump curve.)
Controls/Alarm Manufacturer. SJE RHOMBUS
Controls/Alarm Model: AB TANK ALERT
Float switches containing mercury are prohibited.
SEPTIC TANK(S):
Total Volume= existing gal
Manufacturer(s):
Install approved force main filter pursuant to
manufacturer's instructions.
Filter Manufacturer: CLEARFLOW
Filter Model: 324
I rG1,kII eTCAD
TOP VIEW
TANKTOP�F I CONTINUOUS
GASKET
TANK
INTERIOR SEAM CLIP
(44)
61.7
(1567]
EXTERIOR
WIDTH
ALIGNMENT
DOWEL (22) TANK BOTTOM
HALF
{,
MID -HEIGHT SEAM SECTION DETAIL
.. - .-I A/.I.CL►@ Anr\US12 {a.ITL1 LOCKING LID
O.2151W
THICKNI
N
au
N
U
O 1—
u c)
NOTES:
SECTION A - A'
• 1. ALL DRAWING DIMENSIONS IN INCHES (MILLIMETERS) OR AS NOTED.
2. EXTERIOR OF ACCESS OPENING LID INCLUDES THE FOLLOWING WARNING IN ENGLISH.
FRENCH & SPANISH: 'DANGER DO NOT ENTER: POISON GASES.'
3. TANK MARKINGS WILL INCLUDE: MANUFACTURER NAME. MODEL NUMBER, LIQUID CAPACITY,
• 1 DATE OF MANUFACTURE CODE, MAXIMUM BURIAL DEPTH, INLET, AND OUTLET.
4. MAXIMUM BURIAL DEPTH IS 48 In (1218 mm).
5. MINIMUM BURIAL DEPTH IS 6 In (152 mm).
6. TANK IS FOR NON -TRAFFIC APPLICATIONS.
7. NOMINAL WALL THICKNESS IS 0.20 In(5 mm].
CPIU VIEW
CLIP
CAL)
SIG STRAP
(n'PICAL)
ISOMETRIC VIEW
tanks
INFILTRATOR WATER TECHNOLOGIES
4 Business Park Rd., Old Saybrook, CT 06475
(800) 2214436
APPROVED IM-5�I0
Pump/Siphon Tank Confgurallon
By Glen Schlueter at 10:56 am, Jun 23, 2D22 i Drawn by: EMB Chocked by: DJL Data: 05.30-13
201301 82A
RECEIVED
£ yne d Co.
ptannirty and Zoni
ige
Infiltrator IM -540 Tank
Volume as a Function of Liquid Level in 1 -Inch Increments
Liquid Level Above Bottum of Tank
inches Centimeters
Volume
Gallons
Liters
0
0
0
0
1
3
3
11
2
5
8
30
3
8
14
53
4
10
21
80
5
13
29
109
6
15
37
140
7
18
46
173
8
20
5S
207
9
23
64
243
10
25
74
279
11
28
84
317
12
30
94
356
13
33
105
396
14
36
116
437
15
38
127
480
16
41
138
523
17
43
150
566
18
46
161
611
19
48
173
656
20
51
186
702
21
53
198
749
22
56
210
796
23
58
223
843
24
61
235
891
25
64
248
939
26
66
261
988
27
69
274
1,038
28
71
287
1,088
29
74
300
1,137
30
76
313
1,185
31
79
326
1,233
32
81
338
1,281
33
84
351
1,328
34
86
363
1,375
35
89
375
1,421
36
91
387
1,466
37
94
399
1,521
38
97
411
1,555
39
99
422
1,598
40
102
433
1,640
41
104
444
1,681
42
107
455
1,722
43
109
465
1,761
44
112
475
1,799
45
114
485
1,835
46
117
494
1,871
47
119
503
1,905
48
122
512
1,938
49
124
520
1,970
50
127
528
1,999
51
130
53S
2,026
52
132
542
2,050
53
135
547
2,071
54
137
551
2,087
55
138
552
2,090
1oft
RECEIVED
NEW SEPTIC
SOLUTIONS
CLEARFLOW
F L.OW
FILTER
OCT 10 2025
Bayfield Co.
Pkannia9 and Zon►n9 Agency
INSTALLLATION AND SERVICE INSTRUCTIONS
MODEL NO. NSSCFF324 --�
FILTRATION 1/16" (.062" diameter holes) --[5.50
FLOW RATE 83.8 gallons per minute @ 1psi.
TDH Increase the total dynamic head loss by .05 feet
of head to overcome friction loss from the filter
Address: N6643 Blue Lagoon Lane
City, State, Zip: Casco, Wi 54250
Telephone: 608-333-3610
Email: info@newsepticsystems.com
Website: www.newsepticsolutions.com
INSTALLATION
The NSSCFF324 ClearFlow is made to fit on the discharge port of any pump with
a 2 -inch NPT discharge. The filter can be adapted to fit pumps with a smaller
diameter discharge. Install the filter in a position where it will be easy to service.
• Place a 2 -inch Schedule 40 PVC male adapter (MIPT x socket) on the end of filter.
• Measure the amount of Schedule 40 PVC (tail section) needed between the filter
and pump. Cut the pipe to the desired length and insert into the pump & filter.
• The filter housing has a 2 -inch Camlock coupling connection to the force main.
DO NOT REMOVE FILTER IF WATER LEVEL IS ABOVE FILTER CANISTER
The length of time required between service intervals is unique to every application.
As such, we recommend the filter be checked within 12 months of installation to
determine future service intervals. Systems with known or suspected high volume
usage should be checked six months after installation.
DO NOT USE PLUMBING WHILE FILTER IS REMOVED
'LL°SCREN DO NOT ALLOW SOLIDS TO FALL INTO FILTER CASE
• Unscrew the 4 -inch cap and remove the screen from the filter housing.
• Taking proper protection, clean the screen using a hose with a spray connection.
• After cleaning, inspect the screen for damage or corrosion. (Replace if necessary.)
• Place the screen back into the filter housing and screw the cap back on, taking care
not to cross the threads.
QUALITY
The filter housing, cap and coupling are made of heavy-duty ABS injection molded
plastic. Injection molding insures the first part made and the ten thousandth part
are virtually the same, insuring consistently high quality in every part.
The stainless steel screen is made of 316L ((L stands for Low — meaning low carbon)
316L stainless contains molybdenum, an alloy which increases strength & hardness
and enhances resistance in areas high in salt air and chloride, giving it the nickname
'marine grade' stainless steel.
ITEM NO. PART NUMBER
I filter Body
2 Cam Lock
3 FitterCop
4 . Large Gasket
5 Screen Ti?fer
ITEM NO.
j SW -File Nome(Fde Name)
i
1 screen
2
Flange
3
Wire handle
4
Large Flange
�,Z2�1Z5
Private Sewage System Maintenance Agree nti c°^ FncY
co a LIsw l>JL=gL!Z LV. s4
Owner(s) Mailing Address
D t `1l 0 W 9-VAAwS LA
a )11u ti-) -M!�as i pLi Wet s�gaj
TaxID#
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As owner, I (we) do hereby certify the private sewage system will be Installed in
accordance with the certified soil tester's report and approved plans and specifications
on file with Bayfleld County Planning and Zoning Department. The system will be
operated in such a manner as to meet the designed plans. I (we) agree to maintain said
private system at the below listed location: In accordance with rules established in the WI
Adm. Code, as from time to time amended. (COMPLETE Legal is required)
1/4 of 1/4 Section ) 1 Township N. Range W.
Additional Legal Description: S Q S4 A4 T A ck ( b t' r
Town of G r A (_'W (Acreage) D, `� 3 S Gov't Lot
Lot Block Subdivision
Lot CSM # Vol. Page CSM Doc #
M, -O C) 1-6 a
DOCUMENT NUMBER
2025R-609 129
DANIEL J. HEFFNER
REGISTER OF DEEDS
BAYFIELD COUNTY. WI
RECORDED
09/ 1 1/2025 AT 10:37 AM
RECORDING FEE: $30.00
PAGES: 2
Recording Area
Return To:
Planning and Zoning Department
In -ground gravity ❑ In -ground dosed ❑ In -ground pressure distribution Sewage System:
❑ Mound ❑ At -grade Sewage System ❑ Other
Septic Tank (system types A through E): The septic tank shall be pumped by a certified septage servicing operator within three (3) years of the date of
installation and at least once every three (3) years thereafter unless, upon inspection by a licensed master plumber or other person authorized to make
such Inspection, the tank Is found to have less than one-third (1/3) of the volume occupied by sludge and scum.
Pump Chamber (system types B, C, 0, and E): The pump chamber shall also be rinsed and pumped out when the septic tank is serviced as provided
above. The switches and pump controls shall also be Inspected and maintained to ensure operability of said components.
Septic Tank Effluent Filter (system types A through E): The septic tank effluent filter shall be inspected and maintained as necessary and in accordance
with manufacturer's specifications. Filter maintenance reports shall be submitted to the County as required by SPS 383.55, Wis. Admin. Code.
Private Sewage System Dispersal Cell (system types A through E): The private sewage system distribution call shall be visually Inspected by a certified
septage servicing operator. POWTS Inspector, or licensed master plumber within three (3) years of the date of Installation and at least once every three
(3) years thereafter to determine whether wastewater or effluent from the system is pending on the ground surface.
Mounds. At -grade. and In-rround Pressure System Laterals (system types C, D and E): The laterals shall be flushed out and swabbed if needed when
the wastewater distribution cell component Is Inspected as provided above.
Owner(s) agree that failure to comply with this agreement will result in action being taken to pay all charges and costs incurred by Sayfreld County for
Inspection, pumping, hauling, or otherwise servicing and maintaining the private sewage system tank in such a manner as to prevent or abate any
human health hazard caused by the system. Bayffeld County shall nofi fy the owner of any costs which shall be paid by the owner within thirty (30) days
from the date of notice. In the event the owner does not pay the costs within thirty (30) days, the owner specrf/cafly agrees that all the costs and charges
may be placed on the tax roll as a special assessment for the abatement of a human health hazard, and the tax shall be collected as provided by law.
The terms and conditions of the agreement shall be binding upon and inure to the benefit of all current and future owners of such property.
Owner(s) Name(s) — Please Print
r l u 57'e
Subsc and sworn to before me on this date: / p L j•'
Nola d er(s) — I turee(s)
Not Public
o�v 7'
My Commis Ion pares:
I1rafted by: L•' t; is L I Ir tbA U ShtiCDate:
....9j, b1
I Y
'` H
4 j
9S 0 * . t� ti•._ r
Proofed by.
us/sanitarsepUcmdntenceagreemcnt
rms/sanitarylsepUcmdntenceagreement
Revised July 2020
SEP 12 2Q25
Bayfield `Co. pger�cy
Legal Description: p►arini«9 ac,u
A PARCEL OF LAND LOCATED IN GOVERNMENT LOT 3 OF SECTION 21, T. 44 N., R.
6 W, IN THE TOWN OF GRAND VIEW, BAYFIELD COUNTY, WISCONSIN, DESCRIBED
AS FOLLOWS:
TO LOCATE THE POINT OF BEGINNING, COMMENCE AT A U.S. G.L.O. MONUMENT
AT THE SOUTHEAST CORNER OF SECTION 21 AND RUN N 87°18'00" W, 1076.70 FEET
ON THE SOUTH LINE OF SAID SECTION 21 TO A 1" IRON PIPE, WHICH IS THE POINT
OF BEGINNING.
THENCE FROM SAID POINT OF BEGINNING BY METES AND BOUNDS:
CONTINUING ON SAID SOUTH LINE, N 87°18'00'W, 270.00 FEET, PASSING THROUGH
A 1 "IRON PIPE AT 170.00 FEET THENCE LEAVING SAID SOUTH LINE, N 02°42'00" E,
336.00 FEET TO A POINT WHICH IS S 02°42'00" W, 19 FEET, MORE OR LESS, FROM
THE ORDINARY HIGH WATER LINE OF LAKE KNOTTING. THENCE ON A MEANDER
LINE NEAR SAID ORDINARY HIGH WATER LINE, N 73°55'19" E, 105.62 FEET TO A 1"
IRON PIPE MEANDER CORNER, WHICH IS S 02°42'00" W, 25 FEET, MORE OR LESS,
FROM SAID ORDINARY HIGH WATER LINE. THENCE N 73°33'37" E, 179.95 FEET TO
A 1" IRON PIPE, WHICH ISS 02°42'00" W, 11 FEET, MORE OR LESS, FROM SAID
ORDINARY HIGH WATER LINE. THENCE LEAVING SAID MEANDER LINE, S
02°42'00" W, 429.00 FEET TO THE POINT OF BEGINNING.
SAID PARCEL CONTAINS 108,500 SQUARE FEET, MORE OR LESS, WHICH IS 2.49
ACRES, MORE OR LESS, INCLUDING THAT LAND LYING BETWEEN THE MEANDER
LINE AND THE ORDINARY HIGH WATER LINE OF LAKE KNOTTING AND THE
EXTENSION OF THE LOT LINES TO SAID ORDINARY HIGH WATER LINE.
THE ABOVE DESCRIBED PARCEL OF LAND IS BASED ON THE UNRECORDED PLAT
OF GOVERNMENT LOT 3 OF SECTION 21, T. 44 N., R. 6 W., IN THE TOWN OF GRAND
VIEW, BAYFIELD COUNTY, WISCONSIN, DATED MAY 19, 1962 PERFORMED BY T.W.
NELSON, PLS - 263.
For Informational Purposes Only:
Address: 21770 W. Ryans Lane, Cable, WI 54821
Tax Key No. 04-021-2-44-06-21-4 05-003-11200
jmrlclients\weber, jed & lisalreal estatelcable -legal description.docx
Bayfield County Register of Deeds Document # 2022R-595153 Page 2 of 2
A-n
SI3
Wisconsin Department of Safety and Professional Servicesg-. Page
`• Division of Industry Services
%", SOIL EVALUATION REPORT
In accordance with SPS 385, Wis. Adm. Code County
BAYFIELD
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 percent slope, Parcel 1.D.
scale or dimensions, north arrow, and location and distance to nearest road. 04-021-2-44-06-21-4 05-003-11200
Please print all information. Re 'ew by
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04(1)(m)). (
Date.,
Property Owner Property Location 0
JED J & LISA E WEBER REV TRUST Govt. Lot _/. ' S 21 T 44 N R 06 E (or) W
Property Owner's Mailing Address Site Address or CSM and Lot #:
21770 W RYANS LN 21770 RYANS LN
City State Zip Code Phone Number ❑ City O Village I Town Nearest Road
CABLE WI 54821 17157942391:GRAND VIEW RYANS LN
ElNewConswction Use:lJ Residential/Numberof bedrooms 2 Code derived designflow rate 300 GPD
Replacement ❑ Public or commercial — Describe: Flood Plan elevation if applicable ft.
Parent material (7' S o
General comments and recommendations: MAXIMUM SYSTEM ELEVATION -99=0 SIZED AT 0.5
U Boring # ❑Boring
MPit
101.55 >60" >96.55'
Ground surface elev. f. Depth to limiting factor in. / elev. ft.
Snil Annlication Rate
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az. Cont. Color
Texture
Structure
Cr. Sz. Sh.
Consistence
Boundary
Roots
GPD/Ft2
'Efl#1
•Eff#2
1
0-7
5YR 312
SIL
3FGR
MVFR
AW
3VF-CO
0.6
0.8
2
7-16
5YR 316
SIL
2MSBK
MVFR
CW
3F -CO
0.6
0.8
3
16-30
5YR 4/6
SIL
2MBK
MVFR
AW
2M
0.6
0.8
4
30-50
5YR 4/6
LFS
0M
---
AS
0
0.5
1.0
5
50-60
SYR 4/4
SL
0M
-
0
0.2
0.6
aBoring #
[]Boring 100.65' >60" >95.65'
®Pit Ground surface elev. fL Depth to limiting factor in. ! elev. ft.
Snil Annlicatinn Rate
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az. Cont. Color
Texture
Structure
Cr. Sz. Sh.
Consistence
Boundary
Roots
GPD1Ft2
*Eff#1
•Eff#2
1
0-7
5YR 3/2
SIL
3FGR
MVFR
AW
3VF-CO
0.6
0.8
2
7-28
SYR 413
SIL
2COBK
MVFR
AW
317-M
0.6
0.8
3
28-34
SYR 416
GR LFS
0M
-
AW
0
0.5
1.0
4
34-52
5YR 416
LFS
0M
--
-
0
0.5
1.0
5
52-60
5YR 4/4
SL
0M
-
-
0
0.2
0.6
CST Name (Please Print)
I CST Number
KEVIN MCKINNEY
i
224234
Address
Date Evaluation Conduc d'?
I Telephone Number
1113 Ei-4FC
LE WI 54821
06/27/2025
715-798-3494
V'\ JUL B> 30 5 220 mg/L and TSS > 30 s 150 mg1L
'Effluent #2= BOD. 5 30 mg/L and TSS 5 30 mg/L
SBD-8330 (R04121)
Bayfield Co. Zoning Dept.
I _!J
Boring #
O Boring 101.80'
® Pit Ground surface eiev. ft.
r.
Page
Page of ____
>60' >96.80- . - -,
Depth to limiting factor in. / elev. ft.
Snil Anntiratinn Rata
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/Ft2
•Eff#1
Eff#2
1
0-7
SYR 3/2
SIL
3FGR
MVFR
AW
3VF-CO
0.6
0.8
2
7-32
5YR 4/3
SIL
2MSBK
MVFR
CW
3F -CO
0.6
0.8
3
32-55
5YR 416
IFS
OM
-
AS
0
0.5
1.0
4
55-60
5YR 414
SL
OM
—
--
0
0.2
0.6
Boring #
❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in. / elev. ft.
Soil Anolication Rate
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Co. Az. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/Ft2
•Eff#1
•Eff#2
Boring #
❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in. / eteev. ft.
I. Soil Aoolicatlon Rate
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/Ft2
•Eff#1
•Eff#2
Effluent #1 = BOD > 30.,", 220 mglL and TSS > 30 6150 mg/L ' Effluent #2 = BOD, s 30 mg/L and TSS s 30 mg/L
o EC I v
LIII JUL 2.i 2025
Bayfield Co. Zoning Dept.
LAKE KNOTTING
93.95' +1-
PAGE 3 OF 3
WEBER
2 BT DRM
CRAWL SPACE
B3
102 101.80'
B2 d A
100.65' 131
101.55'
HOLDING TANK
INLET 98.25'
PRIVATE
DRIVEWAY
JED J & LISA E WEBER REV TRUST
21770 W RYANS LN
CABLE WI 54821
715-794-2396
21770 W RYANS LN
S21 T44N R06W
TOWN OF GRAND VIEW
PIN 04-021-2-44-06-21-4 05-003-11200
BM BOTTOM OF GARAGE SIDING
MAXIMUM SYSTEM ELEVATION 9$ q 9
SIZED AT 0.5
T;
�aaya3y
:0 fpe4
BM
Inn n+
O
WELL
GARAGE
SLAB
1200'+/-TORYANLN
Ufl5
liii JUL 21 20Z5
Bayfield Co. Zoning Dept.
N
SCALE 1" = 40'
0' 40'
Q •
ar
l l
r'F
_ 4M
•
v I l.lI l.a .v I t. V VWN, -4+n ^La.. :..i.;;AQRI•`T
IMLl'tr In �' :1 `'
BAYFIELD COUNTY
SANITARY PERMIT (#04)-25-144S
STATE SANITARY PERMIT
OWNER: JED J & LISA E WEBER REV TRUST
GOVT LOT: 3 LOT: BLK:
1/4 1/4 SEC: 21, T 44 N, R 6
TOWNSHIP: Grand View
SOIL TEST: 78-25
REPLACEMENT SYSTEM
SYSTEM TYPE: Non -Pressurized In -Ground
PLUMBER: DENNIS RASMUSSEN
TRACY POOLER DATE: 10/16/2025
Authorized Issuing Officer
CHAPTER 145.135(2) WISCONSIN STATUTES
a. The purpose of the sanitary permit Is to allow installation of the
private sewage system described in the permit.
b. The approval of the sanitary permit is based on regulations in force on
the date of approval.
c. The sanitary permit Is valid and may be renewed for specified period.
d. Changed regulations will not impair the validity of a sanitary permit.
e. Renewal of the sanitary permit will be based on regulations In force at
the time renewal is sought, and that changed regulations may impede
renewal.
f. The sanitary permit Is transferable.
History'. 1977 c.168;1979c.34,221;1981 c. 314
Note: If you wish to renew the permit, or transfer ownership of the
permit, please contact the county authority.
PREVIOUS PERMIT #:
LICENSE: # 221516
Condition: Properly Maintain System Per Recorded Agreement
THIS PERMIT EXPIRES 10/16/2027
POST IN PLAIN VIEW
MUST BE VISIBLE From ROAD FRONTING THE LOT DURING CONSTRUCTION