HomeMy WebLinkAbout002-840-20-5408-SAN-2022-184 M'f ty
°" ""�''`*� Department of Safety �°'�'
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; � & Professional Services, �-�-'� �
Sanitary Pernvt Number(to be filled in by Co.) �
� ,� Industry Services Division
�,��' � (.3�� I �7 �' �
Sanitary Permit Application State Transaction Number �
In accordance with SPS 383.21(2),Wis.Adm.Code,submission ofthis form to the appropriate govemmental unit ' " "� ��s���(��^C-- �
is required prior to obtaining a sanitary permit.Note:App(ication forms for state-0wned POWTS aze submitted to Ptoject Address(if different than mailing address'
the Department of Safety and Professional Services.Peisonal information you provide may be used for secondary t�t.Z� N C`,� ��'� �! ��
oses in accordance with the Privacy Law,s. 15.04(1)(m),Stau. � �� G"j
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Property Owner's Name Parcel#
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Property Owner's Mailing Address Prope�Locafion
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s' � G�.Lot
Ciry,State Zip Code Phone Number
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_ _ .. _,...._ . , _ ., _ .. . � } '"� - Lot# T ��V N R Eo
�! 1 or 2 Family Dwelling-Number of Bedrooms �7 Subdivision Name
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�� Block#
❑Public/Commercial-Describe Use �
- ❑City of
❑State Owned-Describe Use N,�► CSM Number ❑Village of
'` ' ` �Town of 1.�5:� �-c:-/�
IIL.'I`�pe o�PU'V�'TS Permita{�teck sii�t�r'�1�F� ox'��eplaca�iea#"a
a ti�cabie. ,� � � ;,��: �;���,�`� _ �
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� ❑New System � Replacement System ❑ Other Modification to Existing System(explain) ❑Additiona!Pretreatment Unit(explain)
� ❑ Holdin Tank ❑ In-Ground ❑At-Grade Mound ❑ Individual Site Desi
g � gn ❑ Other Type(explain)
(conventional)
C• ❑ Renewal Before ❑ Revision ❑ Change of Plumber ❑ Transfer to New Owner ist Previous Permit Number and Date Issued
Expiration Id " �7�1 p �.7 19
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Design Flow(gpd) Design Soil Application Rate(gpd/s� Dispersal Area Requirad(s� -- Dispersal Area Proposed(s� System Elevation
�po /� (� � �OG (cc• 3 �(2-�O�
Capacity in Total #of Manufacturer
Tank Infonnation Gallons Gallons Units � � o '$ c�
New Tanks Existing Tanks w o � �� � � � �
� U �n �v, v� ii C7 G,
SepticorHoldingTank �2c�e� --, 7u�;� � t.Jt��' i<�
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Plumber's Name(Print) Plum r's Signature MP/MF'RS Number Business Phone Number �
Jerry Ruid Excavating, LLC �� ��t L���„ � 7,S�z_2,t�,
Pl , p Code) - ----�� - -
Stone Lake,WI 54876 ;
,: � , : _ ���.:� �,b.-�� :�.�:_:_ .� � : ��`��� _.n��.��R� �:::_�
�Ap o �� ❑Disapproved Pemtit;?r � ..•r. 1 )sst.ing Agent Si�ature `
�w g�(oo.� � g��t I �a I ����i�-�.:���,��,,.�
❑Owner Given Reason for Denial �
_-.. . .
Conditions of Approva7/Reasons for Disapproval
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zO�iING A���.'iiV��i; i:
s,<i 1 .;,�a
Attach to rnmplete plans for the syatem a� submit to tbe Ceunty ouly o a paper not leee tL�n 8 vt i 11 inches lu size
NO RE�JNDS AFTER
SBD-6398(R.03/22) ISSUE OF PETiMtT
� !�N �2=���
� .`���t_>�'��rj',,J Division of Industry Services
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:��. � • ';, 2331 San Luis PI
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'�`, Green Bay, WI 54304
'=` `: � �'I�Y'I www.dsps.wi.qov
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` �k.. ��- — �r`� Tony Evers - Governor
��R .._ _ ;. �c.
-� .F�.s;n�rt.- ' Dawn Crim - Secretary
May 3 l , 2022
CONDITIONAL APPROVAL
COCltiltlOf?r?�l)/
PLAN APPROVAL EXPIRES: 2024-OS-31 AppR4VED
Plan Review�: PWTS-052201013-C
DEPT. OF SAFETY AND PROFESSIOhIA�
KEITH E STONER SERVICES
2322o WoodcreekRd DIVISI�N OF INDUSTRY SERVICES
Siren WI 54872
,
�' �
S1TE: Kamrath %'
R 121 N Ct}� [ I��°y K � -'`
Town of BASS LAKE
Sawyer County
SEE CORRESPONDENCE
Total Amount: $250.00
FOR: 600 gpd — 4 BRs — Replacement (HT conversion to Mound)
24" limiting factor — Effluent Filter — Maintenance Required
Mound Component Manual — Ver. 2.0, SBD- ] 0691 -P (N O1 /O1 , R 10/12)
Pressure Distribution Component Manual — Ver. 2.0, SBD- 10706-P (N O1/Ol, R 02i18)
The above submittal has been reviewed for conformance with Wis. Admin. Code (WAC) & Wis. Stat., and has been
CONDITIONALLY APPROVED. This private onsite wastewater treatment system (POWTS) shall be installed in
accordance with the enclosed approved plans and any above referenced component manual(s) and specifications.
The owner, defined in Wis. Stat. § 101.01 (10), is responsible for compliance with all code requirements.
. Prior to install, a sanitarV permit shall be obtained from the county where located and inspection shall be
arranged per Wis. Stat. § 145. 19 and 145.20(2)(d). No person may engage in or work at plumbing unless licensed
to do so per Wis. Stat. § 145.06. A copy of the approved plans, specifications, and this letter shall be onsite dw-ing
install and open to inspection by authorized representatives of the Department. All permits required by the state,
county, and local municipality shall be obtained prior to commencement of any construction/install/operation.
This approval shall be subject to the following conditions:
• Prior to any work in or near POWTS dispersal component area, soil moisture content shall be checked at
denths from 0 to 8-inches. Smearing & coinpacting of wet soil reduces infiltrative ca�acity. By hand, a ol�
size soil sample shall be kneaded & rolled into a ball. If it can then be rolled into _a wire down to 1/4-inch thick,
the site is too wet to proceed• if it crumbles before reachin� U4-inch thick, the site is dry enou�h to proceed.
• Prior to lowin POWTS dis ersal com onent area, tall grasses and shrubs shall be cut short and this and all
fi•om the area to prevent matting.
• Areas occupied b�� rock fragments, trce root;, stumps and boulders reduce the amount of soil available for
proper treatmcnt. If no othcr site is a��ailable, trees in the POWTS dispersal component area shall be cut off at
ground level and removed, along wilh boulders; stumps and roots shall remain in place. A larger infiltrative area
is necessary when any of the above conditions are encountered.
Page 1 of 2
• POWTS component areas& horizontal setbacks shall be preserved prior to and during constiuction—
prevent disturbance,compaction,till or use of areas.
• Horizontal setbacks of all POWTS components and lines,especially from buildings,OHWM of navigable
waters,and�vells, shall be verified prior to install to confonn to WAC § SPS Table 383.43-1.
• Wastewater from contractor equipmenl& tool use&cleaning and leftover products shall not be discharged
to POWTS but shalL be otherwise properly disposed of on or off site.
• Tank install shall conform to all manufacturei's requirements.
• All piping shall confonn to WAC § SPS Tables 384.30-3 and 384.30-5.
• Insulation of building sewer length bcyond 30 feet shall conform to WAC � SPS 38230(11)(c).
• Existing,unused POWTS components shall be abandoned per WAC � SPS 383.33.
• Surface water diversion/drainage away from all POWTS component areas shall be provided.
• nn�•chan<�es impactin<,�dosino snecitications require State verificatiou oT7'DH �C GPM speciticatioiis.
• For new construction, it is recommended to not activate dose pump(s)until all tanks are pumped by a DNR
certified septage servicing operator after conclusion of all significant construction and interior finishing.
• Submitter shall provide owner a copy of this letter,the owner's manual&management plan,and all
instructions for proper operation&maintenance of this POWTS, for which the owner shall be responsible,per
WAC � SPS 383.54(1). Owner shall provide this information to any subsequent owners.
• Owner shall renort each inspection,evaluation,maintenance,or servicing to county per WAC § SPS 383.55.
• lf any POWTS component malfunctions so as to create a health hazard,the owner must follow the
contingency plan described in this approval.
In granting this approval the Division of Industry Services reserves the right to require changes or additions should
conditions arise making them necessary for code compliance. Nothing in this approval shall relieve the designer of
the responsibiliry for designing a safe building,structure,or component,per Wis. Stat. § 101.12(2).
Inquiries concerning this correspondence may be made to me at the telephone number or email listed below.
Best Regards,
Jake Shedivy �POWTS Plan Reviewer
jacob.shedivy(�u,wi.gov �608-261-7932
Page 2 of 2
MOUND AND PRESSURE DISTRIBUTION COMPONENT DE51GN
Residential Application
INDEX AND TITLE PAGE
Projecl Name: Kamrath Replacement Mound S stem ' nally
Owner'sName ThomasKamrath �APPROVED
Owner's Address: 7 S.Main Street DEPT.OF SAFETY AND PROFESSIONAL
ES
Rice Lake WI DIVISION OF INDUSTRY SERVICES
Property Address:8121 N.Co Hwy K � /QL E ^
� ���"�;s�%�
Legal Description: Parcel in Gov.Lo14 Sec.20 T4DN-R8W
Township: Bass Lake SEE CORRESPONDENCE
County: Sawyer
Subdivision Name: Na
Lot Number: Na Block Number Na
Parcel I.D.Number: 57-002-2 40-08-20-5 05-004-000080
Plan Transaction No.:
Page 1 Index and title
Page 2 Data entry
Page 3 Mound drawings
Page 4 Lateral and dose tank
Page 5 System maintenance specifications
Page 6 Managemen[and contingency plan
Page 7 Pump curve and specifications
Page 8 Sanitary Site Plan
c a o epor
Designer Keith E Stoner Lice�se Number. Designer#1575-007
Date: 05/15/22 ' � ���`»�1°°��'y�Number.
���� �.'���:�%..
Signature.
� � ..,�E •,,.+F=�
� id STONER • =
Desi�ed Purs�rlbtathe; � �.(C/JF�
Mound Component Manual tor POV�S V�siotj;�'D�SD�-�Ofi.Qt-P(N.01/01),and both
SSWMP Publication 9.6 Design of Pre�yre�ta7jkujjort NeM�?ks for ST-SAS(01/81)and
� ' �.�aq�;c.�
Pressure Distribution Gomponen'f� �j{�`;�`.��D-10706-P(N.01/01
1f1;i H�I l Rl\\;�•
Version 7.0(R 03I2012) Page 1 of 8
Mound and Pressure Distribution Component Design
Design Worksheet
Site Information
(R or C) R Residential or Commercial Design Noce: sand riu{o)caicuiaiions assume a
400.00 Estimated Wastewater Flow(gpd) rabie 3as aa-3 in-sicu soii crea�mentfor
1.50 Peaking Factor(e.g. 1.5 = 150%) fecal coliform of<=36 inches.
600 00 Design Flow(gpd)
0.00 Si[e Slope (°/a)
96.80 Contour Line Elevation (ft)
24.00 Depth to Limiting Factor(in)
0.70 In-situ Soil Application Rate (gpd/ft)
Distribution Cell Information or 9.0'
67.00 Dispersal Cell Length Along Contour(ft) = 8.96 Cell Width (ft)
1.00 Dispersal Cell Design Loading Rate (gpd/ft)
'I Influent Wastewater Quality(1 or 2) Are the laterals the highest po�fn-t �
in the distribution �-- ' _J
Pressure Disribution Information network? Enter Y or N
(C or EJ E Center or End Manifold
o� 3.0� 2.99 Lateral Spacing (ft} If N above, enter the elevation (ft
3 Number of Laterals of the highest point
0.756 Orifice Diameter(in)
2.75 Estimated Orifice Spacing (ft) = 8.34 ftZ/orifice
2.00 Forcemain Diameter(in)
190.00 Forcemain Length (ft) Does the forcemain drain back7 �
91.35 Pump Tank Elevation (ft) Enter Y or N
4.55 System Head (R)x 1.3 30 99 Forcemain Drainback (gal)
820 Vertical Lift(ft) 90 22 Sx Void Volume (gal)
5.92 Friction Loss (ft) 121.21 Minimum Dose Volume(gal)
0.50 In-line Filter�oss(ft) 3877 System Demand (gpm)
19.17 Total Dynamic Head (ft)
Lateral Diameter Selection Manifold Diameter Selection
in dia options choice in. dia options choice
075 125
1.00 1 50 x x
125 2.OD x
1.50 x x 3.00
2.00 x
3 00 x
Gallons/lnch Calculator(optional)
Treatment Tank Information Total Tank Capacity(gal)
1200_00 Septic Tank Capacity (gal) Total Working Liquid Oepth (in)
Wieser Concrete Manufacturer gal/in(enter resWt in cell B49)
Dose Tank Information Effiuent Fiker Information
800.64 Dose Tank Capacity{gal) Simtech Filter Manufacturer
22.24 Dose Tank Volume(gal/in) STF-100 Filter Model Number
Wieser Concrete Manufacturer
Project: Kamrath Replacement Mound System Page 2 of 8
Mound Plan and Cross Sectian Views
T
K �� 1/10 6 : : ' ' ' Observation Pipe Q... : J
`�:l`t,.h�.t�.•z.:•:�:.t..".f-l-J,,i». ..f�:.f.�, . . . . . '.'. '
flxw'J'.p:;:. ' ytir:t`r11:,`.1�.::;.;�{�'Y'a•.a'. ' s�'�^t`':y.r4:;:�.:;."^�. :irsr. ' �
�', � ,:�a 4 '1 1 \ \'..�.-. t% .. � �'.l`s . 1 � t r� J'.
�:�.'-��V:��.,:r s � �st,{ 5�s,, � � • r�r .1 , ^
. . , r;. -r .:t..4�S};:^ � � /'1
.�.•`,:.� . .. .•. r,r � � .+ - .
W '�"l.}�i�i ii�e`il.l l.l.Ja."rJ:j:l��":+':J':J P . :l~l}l.Y.�.�'.t4� ,J.�'.�• t afx,. `�.TrTv
.. . . � . . O �r
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-. . . . .'U ,� ' . . ' . . .
� . . . . . . . . . . . . . . . . . . . ' .' .'.'.'. '.'. '.'.-.'.'.- .'.'.'.'.'.' .'.'.�.'.'_'.'.'. '.'.'. �
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Mound Component Dimensions
or 9.0' A 8.96 ft E 12.00 in H 1.00 ft K 8.38 ft
B 67.00 ft F 9.50 in T 6.88 ft L 83.75 ft
D 12.00 in G 0.50 ft J 6.88 ft W 22.71 ft
600.32 (ft2) Dispersal Cell Area 1521 .57 (ft) Basal Area Available
8.96 (gpd/ft) Linear Loading Rate 6.70 (ft) 1/10 B Obs. Pipe Placement
Mound Cross Section View 9eotextile fabric, stone aggregate,
& sand shall conform to WAC § SPS
Aggregate Dispersal Area 384.30(6)(g), (i), & (j) respectively
Finished Grade 101.59 (ft) —>
,,,,,,;;;,,.;,,,,,,.... G ♦ H
,,,,,,,,,,,,,, ,,,,,,,,,,,,,.. 1
I � , ......�............... ........,...,.,,....
F Dispersal CeII 100.30 (ft) Lateral
99.80 (ft} � Invert
Dispersal Cell ;�; ��=:�:;.�; :::� : :�:�: � . :�:.� � �:�:�: :���: :����:: : : �: . i
Elevation :: E ::;:�::::: :::::::::. D :::;:: :::::::; `3[]_`�.: _: : : ::::..
._ l . ,. - ,�Z'-C _+'.r � �.. � � � � �
r<
' ""1 ! ! .l • J J 1''��� � J`t� CI ��
_ /' 7� ] . �.,\ .f 'Z.J 1 / . � f ,���'G �y�17� '
� \ . . ,�� � i ) 1 � � . . . . { l .,l.l �� <�. � '\.�.t f
i
{ ���.��'"4 ^ .� � �' � 1 � '. � � .s�•:�K_,. ����1..?.�..� �..1 �.:e.� � t.....�..�. .�..G`� , .f><�, i./ � ���,. . , ....
,.t�;1 '� `.^�,. ..1. ,. � �J., .. � . <' .. . � :
� . .`... .,,..
`'' ` 1 � 98.$0 (ft) Contour Elevation
0.0 % 5ite Slope
Geotextile Fabric Cover
Shading Key � Q —� Dispersal Cell See lateral details on
1[' _ Topsoil Cap o a � .5 ft ; •� • Page 4 for number size
� :' ::;...r:,:��'s:'s;;=::..•;:'.:«.:• , �
Q �...... Subsoil Cap � 0 1 :�5;" '�;j� " '�4;;1, and spacing of laterals.
ASTM C33 Sand `� ° T— ��r�`-"�`^nr• 'f;l'" Laterals are equally
� �' � � f�:.r.::,t ��.•,.{�...:"�.:irj=t
�yn�..�.•...�.ti.. :.�i�,'..
.tiL:,i�.�� �'�t'�
� � ,;'.. � :;:•�.�;�•. F s aced from the
Tilled Laye� � d 0.5 ft Tvpical Latera,l � ; P
(I! P l . ' �
f�� distribution cell's
.� , �'�
0 r�i�::�: Aggregate � Q + r r ��S r'r t,���;, r ,�t? centerline in the
slotted @ 90 deg & stabilized �-' A `—� d�stribution cell (AxB).
w/water closet collar or rebar
Project: Kamrath Repiacement Mound System Page 3 of 8
End Connection Laterai Layout Diagram
L,',aeitrrM+wirrsaatsoree�tt„mRiS�,FJamtr.stcn •..Yu�rn-up�+nAc.�llurA+tor�atswnvutpeup � .'7
'r--- � . � ....�____�'1
l4g tx,�n+`Is re iA�raia�! �E-X--•�� F�{d a-s�i.�+d on Um.Gsrttoen d�he lxaal
vqtaabg s¢aa.cad �
._._..._.... . .._._� �_
l�derats&tUresh+t�e, S+^�ft a0�'�;'C f�7 55�$Te�l'�c 384.�-� g
�
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Fqqr,.{rYlUffa V O�MnlCtiOfii 4ia cpw(y}yyqiM t4 m 9N(o06j�1f y(�e)'µraA�N
Number of Laterals 3 Orifice Diameter 0.156 in
Lateral Diameter 1.50 in Orifice Spacing (X) 2.85 ft
Lateral Length (P) 65.55 ft Orifices per La#eral 24
Lateral Spacing (S) 2.99 ft or 3.0' Orifice Density 8.34 ft2/orifice
Lateral Flow Rate 12.92 gpm Manifold Length 5.97 ft Or 6.0�
System �low Rate 38.77 gpm Manifoid Diameter 1.50 in
Total Dynamic Fiead 19.17 ft Forcemain Velocity 3.96 ft/sec
or P = 65.17' = 65' 2" Dose Tank lnformation
X = 2.83 34 Locking cover with warning
1 11 labef and locking device and
�~ sealed watertight
Electncal as per NEC 300 and --�
SPS 316.300 WAC �4 in,min.
Qisconnect
� �1
Tank component is properly venied ��� �- Alternate outlet
iocation
Forcemain diameter
Wieser Concrete Manufacturer 2 �n.
Ca acit 800.64 Gallons ��
Volume 22.24 gaUinch A
Weep hole or anti-
Dimension Inches Gallons g siphon device
or 19.5" A 19.55 434.79
g 2.00 44.48 C P�ump off elevation(ft)
or 5.5" C 5.45 121.21 � 92.10
D 9.00 200.16 p I
Total 36.00 800.64
� Dose tank elevatio�
3" Bedding un er tank. 91.35
AIaRn Manuafacturer SJE. Rhombus Note: Switches
Alarm Model Number Tank Alert 1 � containing mercury
may not be used in
Pump Manufacturer Zoeller � this system.
Pump Mode! Number 152
Pump Must Deliver 3$,77 gpm at 19.17 ft TDF!
Project: Kamrath Replacement Mound System Page 4 of 8
Mound Svstem Maintenance and Operation Specifications
Service Provider's Name Scott Poppe Phone 715-634-7279
POWTS Regulator's Name �— Sawyer County Zoning � Phone 715-386-4680
5ystem Flow and Load Parameters
Design Flow- Peak 600 gpd Maximum influent Particle Size 1I8 in
Estimated Flow-Average 400 gpd Maximum BOQS 22Q mg/L
Septic Tank Capacity 1200 gal Maximum TSS 150 mg/L
Soil Absorpti�n Component Size 600.32 ft2 Maximurrt FOG 30 mg/L
Type of Wastewater pomestic Maximum Fecal Coliform �14E4 cfuJ1Q0 mL
Seruice Fre uenc
Septic and Pump Tank Inspect and/or service once eve 3 ears
Effluent Fiiter Should ins ect and clean at least once eve 3 ears
Pump and Controls Test ance eve 3 ears
Alarm Should test monthl
Pressure System Laterals should be flushed and ressure tested eve 1.5 ears
Mound inspect for pondin and seepa e once eve 3 ears
Other
Miscellaneous Construction and Materials Standards
1. Observation pipes are slotted and materials conform t�Table SPS 384.30-1, have a watertight cap,
and are secured in as shown in the mound component manual.
2. Dispersal cell aggregate conforms to SPS 384.30 (6)(i), Wis. Adm. Code.
3. All gravity and pressure piping materials conform ta the requirements in SP5 384, Wis.Adm. Code.
4. Tillage of the basal area is accomp(ished with a mold board or chisel plow.
5. The mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion
and help reduce frost penetration.
Lateral Turn-up Detail
Finished •������������• •�������������•
Grade �
6-8" Diameter Lawn —�♦ .: � Threaded Cleanout
Sprinkler Valve Box Plug or Ball Valve
Distribution
� �------ Long Sweep 90 or Two
::.__ -__....
45 Degree Bends Same
Diameter as Lateral
Project: Kamrath Replacement Mound System Page 5 of 8
Mound System Management Plan
Pursuant to SPS 383.54,Wis.Adm.Code
Generel
This system shall be operated in aCcordance with SPS 382-84 WiS.Adm.Code,and shall maintained in accordance with its'Gomponent
manuals[SB�-70691-P(N.01/01),SSWMP Pu61ica1ion 9_fi(01181),end Prassum Distribution Component Menuai Ver_20 SB0.10706-P(N.
otlol)]and lawl or state rules pertaining to system maintenance and mainfenance reporting.
No one sh0uld ever enter a septic or pump tank since tlangerous gases may be present that could cause tleath.
Septic and pump tank abandonment shall 6e in accordance with SPS 383.33.Wis.Adm.Code when the tanks are no longer used as
POWTS components.
Septic or pump tank manhole risers.accese risers and cover5 snould 6e inspected For water tigh(ness and sountlness.Access opemngs
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 teplaced. Exposed access openings greater than 8-inches In tliameter shall be secured by an effective locking
device to prevent accidental or unauthorized entry into a tank or component.
Seotic Tank
The septic tank shall be mafntained by an Individual certified to service septic tanks under s.281.4$StaLs.The contents of the septic
tank shall be tlisposed of In accordance with NR 1�3,Wis.Adm.Code-The operating condltlon of the septic tank and outlet fil[er shall be
assessetl at least once every 3 years by inspec[ion.
The outlet filter shall be cleaned as necessary to ensure proper operation. The flter cartodge should not be�emoved unless provisions
are made ro retain solids m the tank that may slough oR[he filter when removed fmm ds enClosure. If the filter is equipped with an alarm,the
filter shall 6e serviced if the alartn is aUivated wntinuously. Intermittentfilter alarms may intliCate surz7e flows or an impending continuous
alarm.
The septic tanh shall have its conteMs removatl when the volume of sludge and scum in the tank exceeds 1/3 the liquid volume of the
tank. If[he contents of the[ank are not removed at the time Of a triennial assessment,mainlenance personnel shall ativise the owner af
when(he neul service needs to be performed to maintain less than maximum sam and sludge accumulation in the tank.
The addition of biobgical or chemical addttives to enhance septic tank performance is generally not required. However.if such products
are used ihey shall be approved for septic tank use by the Department oi Commerce.
Pumo Tank
The pump(dosing)tank shall be inspected at least once every 3 years.All switches,alarms,and pumps shall be tested ro veriy proper
operation. If an effluent flter is installed wrthin[he tank it shall be inspected and serviced as necessary.
Mound and Pressure Distribution5vstem
No trees or shrubs should be planted on the mound. Planhngs may be made around the mountl's perimeter,and the mound shall 6e
seeded and mulched as necessary to prevent emsion end to provide some pm[ection from frost penetratioa TraffiC(other than for
vegetative maintenance)on the mound is not recommendetl since soil compaction may hinder aeration of the infiftrative surface within the
mountl and snow compaction in the winter will promote Fmst penetretion.Cold weather installations(Oc[o6er-Pebruaryj dictate I�atthe
mountl be heavlly mulched as protection from freezing.
Influent qualiry into the mound system may not ezceed 220 mg/l BODS,150 mglL TSS,and 30 mgiL FOG for septic tank effluent or 30
mglL BODS.30 mg/L TSS,10 mg/L FOG,and 10'cfulf 00 mL for highly treated effluent Influent flow may not exceed maximum design flow
specified'm the permi3 for this installation,
The pressure disVibution system is provided with a flushing point at the end of each lateral,and it is recommended that each laterel be
fiushed of accumulated solids at least once every ig months.When a pressure test is pefiormed it should be compared to the initial test
when the system wes installed to determine if orifice clogging has ocarred and if orifice cleaning is required to maintain equal distribution
within[he tlispersal cell.
Observation pipes within the dispersal cell shall be checked for effluent po�ding. Ponding levels shall he reported to the owner.and any
levels above 6 inches considered as an impending hydraulic faiWre requiring adtlitional,more 6equent monitoring.
Continaency Plan
If the septic tank or any of its components become defeclive the tank or component shall be repairetl or replaceC[o keep ihe system in
proper operating condition.
If the dosing tank,pump,pump controls,alarm or related wiring becomes defective the defedive component(s)shall be immedlatety
repairetl or replaced with a component of ihe same or equal performance.
If the mound component fails to acceptwastewater or 6egins to discharge wastewater to the grountl surtace,it will be repaired or
replaced in its'present locatian by increasing basal area if toe leakage occurs or by removing hiologicalty cloggetl absorption and dispersal
media,and related piping,and replacing said components as tleemed necessaryto bring the system into proper operating condition.
See Page 5 of[his pian for the name and telephone num6er of your local POWiS regulator and service provider.
Preireatrnent lJnits
TAe information gntl schedule of mananagement artd maintenance for pretreatment devices such as aerobic trea[ment units or disinfection
units are atlachetl as separate documents and are considered part of the overall management plan for this system.
Project: Page 6 of 8
' � P�ge 7 of 8
TOTAL DYNAMIC HEAD ¢I
��w PUMP PERFORMANCE CURVE
FLOW PER MINUTE -���
MODEL 1 51/1 5211 53
I Fo
MODEL i 151 i 152 � 153 �� �
14� 45 �{3 —_ .�,. _ .
Feet Meters GaL Liters Gal. Liters Gal. � Liters �I
-7 --
5 1,5 50 'Id9 69 2a1 77 � 297� 12-{ 4�� --- - - I --
1C _-�--- 3.0 45 17� 61 231 70 2S5 .
15 4.fi 3B � j5 � - - - —
144 53 20i �1 23i � ti0 152
2D _ � -G�-- 29 190 44 167 �_� 52 197�-� s . ' .
J I
25 ' 7.6 16 61 3a 129 I 42 159 � 3� - -
- -
30 9.1 -- - 23 87 33 '25 y 8 151
..— —. _ n 25 - - �
35 10.7 .. f _ _ - - 22 BS ti -
40 122 -- —..`— _ — r �
_ — '�1 d2 � B 2Q — ,
Shut-offHead: 30fl'(�.1m) 38tt.(11.6m) q4tt, (13,qm)
'S —
q —
10
--
2
5
C�-
16 2U 90 4Q 50 60 70 Sp 9D iDU
GALLONS
LITERS T-T�— �-��- �TT
0 40 BO 120 160 2W 24D 2d0 S20 360
FLG���PER MINUTE maar,a
. •; '� l .c SY . ^K ■� �1 p�{p �/�♦� _
,...;.���� _.. . - ,-� i ,.E '? i ., t n , t� 4 , , `0 111�� 4�F/'1�'1��C/_71 _ s `,�7 '
_` ;Sesi:: hA6des . .1�f�s , PEi f�r�tps i HP Ha �b3 < :Ks 5imp#�x -G7vpFax ,
N151 Single Non 115 1 6.0 1/3 60 32 '15 1 2 or 3
E151 Single Non 230 � 3.0 1/3 60 32 15 1 2 or 3
BN151 Single Auto 115 1 6.0 1/3 60 33 15 " 2 ar 3
BE151 Singie Auto 230 7 3.0 1!3 fi0 33 15 ` 2 or 3
Nt52 Single Non 115 1 $.5 q/10 60 37 17 1 2or3
E152 Single Non 230 1 43 4/10 60 37 17 � 2ur3
8N152 Single Auro 115 1 8.5 4/10 fi0 39 i8 � 2 or 3
BE152 Single Non 230 � 4.3 4f10 6Q 39 18 * 2 or 3
N�53 5ingle Non 115 1 10.5 1/2 60 37 17
6N153 Single Auto 115 7 10.5 1!2 60 39 18 * 2 or 3
E153 Single Non 230 1 5.3 112 60 37 17 1 2 0.3
BEt53 Singlc Non 230 1 5.3 1/2 60 39 18 * 2or3
`8N and BE models include a 20' (6 m1 pigc�yback variahle level pump switch. Additional cord lungths are available in 25' �8 m� and 35 11� m). 50' (15 m) cords are
available for 230V units only.
NOTE: Model 151 has a plastic base. Modefs 152 & �53 have a cest iron base.
SELECTION GL11DE
1. For automatic, use single piggyback variable level float switch or double piggyback variable level float switch.
Refer to FM0477.
2. See FM1228 for correct model of simplex control panel.
3. See FM0712 for correct model of duplex control panel.
� "Easy assemhly"
OPTIONAL PUMP STAl11� P/N 10-2421 (vump�re�sha�rPSPe
�Z nocinduded.)
• Reduces potential clogging by debris �"'
� Replaces rocks or hricks unde�2he pump /
• Made of hurable, noncorrosive ABS �� ���
• Raises pump 2" {5 cm} off battam of 6asin a ��
• Providcs the ehility to raise intake by adding sections of tyz" or Z" \
(DN40 or ON50) PVC piping J
• Attaches securely to pump
• Accommodates sump, dewatering and effluent applications �
NOTE: Make sure float is free from obstruction. �J
�
i
�CAUT��N All installation uf controls, protection devices antl wiriny should be tlOne hy � qualified litensed cicctrician. kll electrical ard safety cudes shoutd be
followed including the most recent Natfonel Etectrical Codc fNEC} and the Occupational Safety and Health Act (DSHA�.
O Copyright 2017 Zoeller" Ca. Alt rights reserved.
502-778-273T � 800-928-78fi7 � 3649 Cane Run Road � Louisvikle, KV 40211-1961 � zoelferpumps.com
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SimlTech Filter �.,J 1 ��'ebtiite: ������.ga�-+imtcch.cum
1455 Lexamar Drice �������� F:mail: sales�:gxh simtech.cum
Roync Cih�,VII 49712 �_��t��� Faz: 231-SR_-7324
Officc 231-SR2-1020 T'�_,�_.11 Toll Frec RRR-)))-32)0
Sim/Tech Filter's Last Line of Defense
The 100 Series Pressure Filter
For more info and to
The Sim/Tech pressure filter,with its unique design see viaeos,��isit
and mounting tocation,allows the filtering screen to www.simtechfilter.com
be scrubbed during pump operation,providing
maximum maintenance intervals with unmatched �
performance capabilitics. �"
� _�� The filter screen is a type 316L stainless steel �
� <� with.062"(1/16")diameter holes. Optional socks �,
�� are available for finer filtration. The screen is 3 ;- ��
inches in diameter and 18 inches loug,with 4]%
open area. This large open area(69.52 square inch-
es)allows the filter to operate at up to 83.8 gallons �
per minute at 1 psi. With features like these even a �� '
95%plugged screen will keep y�our pressurized s,ys- ��
tem well protected and working properly. �"
This performance product assures quality effluent '�`
with lower TSS lcvels,keeping your pressurized �'��"""
systems functioning at]00%efficieucy. ,�"
Engineers and designers can specify the Sim/Tech �
pressure filter to safeguard and assure systems will �
��°Y"'' �`"0° function as designed now and in thc future. �
The Sim/Tech pressure filter is perfect for �""""-��
both residential and commercial applications.
e;:�:
fiign Flow-rare manifo�d. Multiple filters can be
f assembled into a manifold to I�I
accommodate high flow-rate or I
�� �� high strength effluent sVstems.
r
At the max flow-rate of 83.8
gpm,headloss for a clean filter
is.21 psi or 1/2 foot and head-
� loss for a 95%plugged filtcr
� � - is.85 psi or 2 fect.
/�p�nn arid peiivrmance of was[ewarpr sysiems ny
�.��.��,��,.��., �J�1%I��T���
��.=��a�r,�p FI�LTER/
�JM/fTE�
FI�LTER ,.�
" Toll Free RR8-999-3290
.Mailin�9ddress Offtce 231-582-1020
1455 Lexamar Drive, Boyne City. MI49712 Fnx ?31-SR3-7324
Emai!simtech cufi�eeway.NET
Weh �vww.�a�-simtech_com
INSTALLATION 8� SERVICE INSTRUCTIONS
INSTALLATION:
When installing an STF-100, screw filter into discharge port of any pump that has a 2" National Pipe Thread.
Pumps with a smaller discharge port may be adapted to fit. When installing an STF-100A2 a tailpiece and male
adapter will need to be added to the inlet end of the filter to the desired height and a 2" union will need to be
added to the outlet end of the filter. Always install the filters in a position where they can be easily serviced.
'``Always use caution when starting threads to avoid cross threading"`. Plumb force main into the 2" sch 80
PVC union. **We recommend that the union remain together during gluing to insure that glue or cleaner does
not ruin O-ring or sealing surFace'`*.
SERVICE: DO NOT REMOVE FILTER IF WATER LEVEL IS ABOVE FILTER CANISTER
Service of filter screen is dependent on usage as every system is unique. For most residential systems we
recommend inspecting the filter within the first year to determine the necessary service intervals for the filter. In
high volume systems we recommend inspection within the first 6 months to determine necessary service
intervals for the filter. Once the service interval is determined it should be consistent unless something changes
in the system. Always inspect the filter screen for any damage or corrosion and replace if necessary. If our
STF-101 service alarm switch has been installed and adjusted properly it will alarm when the filter requires
service. It should be serviced no less than when periodic pumping of the septic tank and pump chamber is
performed. Servicing will be more frequent if using any one of our optional filter socks (600 micron, 150-190
micron, and 100 micron . Check our local health de artment for seqtic s stem servicing recommendations.
DO NOT USE PLUMBING WHILE FILTER IS REMOVED
If the screen becomes c ogge e ore e perio ic pumpmg requiremen s, a igh level alarm or light will
indicate the need for service. If system is equipped with a "pump on light" that stays on longer than normal, this
also may indicate a ne
DO NOT ALLOW SOLIDS TO FALL INTO FILTER CASE
To service filter screen, unscrew e cap. u i er screen rom canis er an wash out thoroughly in
appropriate location with proper protection. In some cases an additional filter screen allows quicker service
allowing the dirty filter to be washed later at the shop. Note that in cold conditions the filter cap may be difficu/t
to remove. Keep the filter in a warm area or pour warm water over the cap before removing. Once the filter is
installed in the tank it maintains a stable femperature and removing the cap will not be a problem.
If the system is equipped with our Service Alarm Switch, the filter screen does not need service until the
Service Alarm Switch activates a light or audio alarm. We still recommend that the filter be inspected once a
year for damage or corrosion.
NOTE: The total dynamic head loss of the system must be increased by 0.5 feet of head to overcome friction
loss through the filter.
SERVICE ALARM SWITCH
The alarm switch is available in three pressure ranges, low head, medium head, and high head. Installation
is simple, on SIM/TECH FILTER systems, remove '/<" plug from base of filter chamber and connect tube fitting.
Next, run the tube up into the tank riser and connect to service alarm switch. The alarm switch is fastened to
the side of the riser via the nylon strap provided. Run alarm wire to alarm box. The service alarm switch can be
wired with its own alarm or with the high water alarm.
Pressure adjustment is made by removing the end plug, and inserting the 7/32 allen. Clockwise increases
pressure. One turn equals approximately 3 PSI. The low head alarm switch comes factory preset at 8 PSI and
is completely field adjustable within iYs range (3 to 24 PSI). We recommend the use of a ba/l valve when using
an alarm switch. Once you have installed the filter and alarm switch, the ball valve can be closed off to simulate
a plugged filter so that you can make sure the alarm switch is working correctly.
*'`**TRY OUR LID/SCREEN REMOVAL WRENCH. Our wrench holds filter lid firmly and hooks
screen for easy removal and installation. Made of PVC plastic.
Installation Service Instructions.doc
WLP1200/800—M R
,3'-8" TANK SPECIFICATIONS � o
o a
� I
�
DIMENSIONS: � o
WALL: 3" °� a
BOTTOM: 3"
: �,'�________________ . ------__�`� ; COVER: 6" c,;
--------
� jj � MANHOLE: 24" I.D. PRECAST CONCRETE RISER a
I� I �� I � �� 4" CAST-A-SEAL HEIGHT: 53" o
�� 4" CAST-A-SEAL I �� I � �I
il i LENGTH: 13'-8" �
� � � �� � - i� WIDTH: 8'-0" �
��-`` ��Q. '�-`� I ii �� ' ���I BELOW INLET: 41"
� � i i \ I (�Y LIQUID LEVEL: 36" � �
� �� � �� � � ,� . WEIGHT: BOTTOM 14,800 LBS. � o 0
' ' ii �� ' COVER 8,170 LBS. ii � � �'
�I\ I ' � I I � I� 3 0 0
a �� FILTER OR � �� � �� WLET AND OUTLET: � m o `r'
i i BAFFLE i i i i i i , 4" CAST-A-SEAL BOOT OR EQUAL GASKET w � � 3
� " - -- - � Q < � w
' r_______________ �� _---------�' I N L E T A N D O U T L E T B A F F L E A N D F I L T E R: N o o �
WISCONSIN, SEE DETAIL #10 �' o
(OTHER STATES SEE CHART) � �
TOP VIEW LIQUID CAPACITY: 33.46 GAL/IN (SEPTIC) � �
22.24 GAL/IN (PUMP) � � co
` o �
LOADING DESIGN: 8'-0� UNSATURATED SOIL O Z �
� w I
0
TANK CAN BE USED AS: Q N
� SEP11C / HOLDING / PUMP OR SIPHON � � �
Q� 4" VENT COVER: MIX DESIGN #8 (NO FIBER) W�w � o
� TANK: MIX DESIGN #9 (SMALL FIBER) `i = �
+ cO CUSTOMIZED TANKS: � �
____ ____ � FOR CUSTOM TANKS CONTACT WIESER CONCRETE � 3
---- ' ----
INLET - OUTLET
I � , - - ii f -
in a - � - � ' - � � ` cn I
M U .I - � � ,� M � � � U - � J
'n = d- I�I �
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3" '
'�----- -- -------��. .��._----r===-� °° �
i
REVIEWED BY o U
``' PUMP PAD REVIEW DATE N �
� w
sioE wEw DRAWINGS SUBMITTED � �
APPROVED FOR APPROVAL
APPROVED BY: SHEET N0.
By Glen Schlueter at 11:07 am, Jan 18, 2022 APpROVAL DATE: � /
oF
PRODUCTS NEEDED BY: / �
TANKS ARE MANUFACTURED TO MEET OR EXCEED ASTM C-1227 REQUIREMENTS
�'o►�,-1 �C a+� `�� �LS --4.3 ( .- � C�`73 ���'`-'`t� �",
�ro�7aSe c� �t3�.-���-- t��"�t'-� ��
wsconsin D�partmentot�ammerce SOi� EVALUAT#ON REPORT p�gB �.�
Division af Sa(ety and Buiidings
in accordance with Comm 85,lhjis, Adm. Code
County
Attach compiete site pien on paper noE fess than 8 i!2 x�11 inches in size:Pian must �Q(-i.� Y"
indude, but not Itmited fa:vertical and horizontal re£er8nce poini(BM},direction and Parcel I.�.
percent slope,scale or dfinensions,nnrth arrow,and fa�tion and distance tp nearest road, �(�� ._.. [.�..._2��.S't�� �
Piease print aJ!infarmat�on. R�iewed �y aece
Personal infortr,atiai you provl�e may ba used for seaondary aurposes(Privac,y Law,s.15 04(1)(m)).
Property Owner f'ro{.+erty LQcation
^f C2 l.._. d t� �-' Covt.�ot 1/d 914 S �� T i-(� T�t ft D� E(or W
Properry Owners A�failtrtg Address Cot# Block# Subd.Name or CSM#
�1 1 GLS� V cx� ���v1 �' (.�0.0
City State Zi Cade Phone�Vurnher '
A (]G�ty �]Villege L[}�own Nearest Road
��s�.a 1� s� � .s3 � � [..a k �.� � �e. � {�
�] tJew Canstruclion Use;[��Ftesidential/fVum�er af bedroorns_��� Code detivad design flow rate Ip D D �pD
[t}Repl�cement ❑ Pubiic or commer_cIIa_1-Q cribe:
Parent material �I 1 Gt-G�c� � `r.'�� Fiood Riain elevaUpn if appticabte _-tJ�� {�,
c�nera�comments f 7 S�� �S r Mot�vt � 2�,e r�..�'��t� L`t�'��' 99.62' —
artd recommendatlons:
2" humus in ea. pit is organic matter-removed for
�j �f�'� -�e �� Co n uC�-��� -�d �.'T', install -not counted as suitable soil -LF's 24, 26, �25"
��5�r � sc�� �7-31"I � t�L.. oo� aw
� Boring# ❑ Boring �1
� �� �Pif Grourd surtace elev. �8�5�, Deptl�to limitlng facta -�� in.
Soil Apptication Rate
Harizan Depth Daminant Cofor Red�c�escription Texture S:ructure Cons{stence Boundary Roo#s GPD/ft2
in. Munsell Qu.Sz. Cdr,t.Color Gr.Sz.Sh. 'Eff#'I 'Eff�2
I �—Z ��
�.. .�.'" W �.� p Z Z.Y+rt. t-- M�7�V i,c) �Vi-ar- . �o
�" l� '� ' � 15 6 - S r+� I '� �� !•�
4 !3-�- '� k -- 5 _s �n I �� �c�� �� !.�
�
5 -3 `` y G � (� -s �! ---- t ►�� "' �� l.lo
32''--� `r
t � � Boring ❑ 6oring ,�
� � �Pit Ground surface elev. Q�. ft. Qepth fo limi8rtg f2ctor � in.
� Soif AppiicaUon Rate
Horizon Depth DomEnant Color Red9x Descriptian T�tare 5fructure {;onsisterice Boundary Roots �pDlfi�
in. Mnnsell Qu.Sz. Cont.Cafor Gr,SL Sh. *��� .��
( 'Z, ``_'_.`_"� �1 tJ Gt
�i �� +�- L "`� � � GtJ Zt) • �. �
�7-`f,S t� S G — J,s _s � J ,► z�-�1' .'7 , �
!�a. �� � � -- -s �( °+ ��t 1• �
� '� Gy r S � �
n
�t -- L,�� .-� !. �
'Effluent#f =BOD9>30 K 220 mg�L and TS5>3Q�15�mglL 'Effiuent�=Bp(75<30 mg/L And TSS<30 mgJL
CST Narrie P18asa Print) S4ynature CST Num6er
�" Y� �. cr..k�.. — t-c�, ,�,� Z2-`-1�t
Address Data Evalu�tion Gonducfsd Teiephone Number
!0 b91.� S rM�-t-L C 4 �.v�r� �! S`�8y3 I( tz.-3�tft �5�6.3 _�71
S�D-8330(RQ7l�ft}
Property Owner_ t�.4P.�`21r�"'� Parcel 1L3#
(�-�-`—�--'�j 7
1 � � Borin �t ❑r Boring �..— Pa9� of
�---� �'l.� 1� Aft Grournl surFaceelev.—ar�,--L_ft- i�epth to f�mltirig faofor '��
__�.,In,
H°+�z°n pepth Daminant Co#tir Redox DesaipUon Texiura StrucEure ��gi��n� g��� � 50�1 App�ication Ratc�
�n. Munself Qu.Sz. Cant.Cotor �` ��+ GPD/ft�
� Gr.Sz. Sh. 'Eff#7 'Eff3F2
�" �^ � �xs
z' — `�,.� r�Z �s
z� �- �,�, z��-.� .�' �. �
3 �_ « � .�
�-f� !� ---� <, s b� S �� ��� -� /.�
� "s A'�- 't f o�,� •^7 �. L
7--3 � �r y �� � S _s
�----� �.v.� r��,`t naF t.�
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The Department of Coirunerce is an equal4ppo�tu�i�,seC.�,iCe provzder and einployer, If ycsu�ced assistance t�aceess services or
need material iu an alteraate format,please contact thc department at�0$-266-3151 9r TTY 608-2�4-8777.
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'""'""`� PRIVATE ONSITE WASTE TREATMENT county
;J��sPS ; SYSTEMS SaW er
( POWTS) y
q �_ `�... l .
U' "``' ' INSPECTION REPORT
Safety and Buildings Division Sanitary Permit No:
(ATTACH TO PERMIT)
GENERAL INFORMATIOIV \� ^ ����
Personal infonnation you provide may be used for secondary purposes[Privacy Law,s. 15.04(1)(m)]
Permit Hoider's Name: ❑City ❑ Village Town of: State Plan Transaction ID#:
`
���.�_ � <..�,�� —?��� �.-v-�
insp BM Elev: BM Descri tion: � r
P �d_ �� ;���� �/�;Ffl o..� ,,�to\ 4 Parcel Tax No:
�L;. c.�C� ` D� 'R-� \'�,`�� ��\ � �� -� ?-�j... �`'�C�_;
Cx7�� `-�L �,
ANK IN ORMATION ELEVATION DATA
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV
Septic �,�� �.� 1��, y��,� Benchmark ��a 3y
Dosing
Aeration Bldg. Sewer �f�,g�f
Holding St/Ht Inlet c�? yy
TANK SETBACK INFORMATION St I Ht Outlet y� ?�
TANK TO P/L WELL BLDG vE"TTo ROAD Dt Iniet
AIR INTAKE
Septic ���a � ,l� 3�'a �.�o NA DtBottom g�-) ��
Dosing �, NA Installation �
`� " " Contour 4 g'�
Aeration NA Header/Man. �oo.��'
Holding Dist. Pipe
PUMP I SIPHON INFORMATION Infiltrative
Surface �q,$,Z�
Manufacturer � Demand Final Grade
Model Number S�' GPM �n
TDH ,� Lift Friction Loss Sys Head TDH Ft
Forcemain L q�` Dia �`' Dist. To Well N
DISPERSAL CELL INFORM TION
DIMENSIONS �N q L 7 #of Cells � Type of System Distribution Media Manufacturer:
SETBACK OHWM of Nav ° Conv � Aggregate
INFORMATION P/L Bldg Well Waters � IGP ❑ Chamber Model Numbec
❑ AG ❑ EZFIow
CELL TO *�o �. IV ��D� � Mound a Other
_- - - -__ —__ _---- —
DISTRIBUTION SYSTEM X Pressure Systems Onry
_ _- __ -- — ---- --- -
Header/Manrfold M Distribution Pipe(�S) �� , X Hole Size X Hole . Observation Pipes
Length � Dia GS Length LS�SS Dia l.S Spac 3•a 0•� Spacing��5 Yes ❑ No '
= - �- __
SOIL COVER - - -- '
_
-- ---- _____ - -
Depth Over ,� Depth Over Depth of �, Seeded/Sodded Mulched
- -
Cell Center 1�, Cell Edges �2`' ' Topsoil _�� �I Yes ❑ No T Cp1�Yes ❑ No�
COMMENTS: (Include code discrepancies, persons present, etc.)
5� l"� '���o..`�.- 4�as�9
�.�,��- �� . �45�1�� �I�q I��� � � la����.3
- --� _— - _
Plan revision required?0 Yes ❑ No , a a a�' G��_ 1� D 1-� I U
'- - --- -- - - �
Use other side for additional information Date POWTS Inspector's Signature Certification Number
SBD-6710(R.3/01)
AO�ITI�NAL C�MMENTS ANO SKETCH
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