HomeMy WebLinkAbout026-939-21-5212-SAN-2024-109 _ �' Department of Safety County s�w e r �
� � � = & Professional Services, �
; � _ ' Sanitary Permit 1�umber(to be f illed in by('o.)
,, � �_ '� Industry Services Division
\k �_�;,' ( �" � ��� 9-j
~�:�, l9 �
Sanitary Permit Application � �"",�`_��/"�"'��'�'"�``"°�",;`,:'i.� (/� �
In accordance with SPS 383.21(2),Wis.Adm.Code,submission of this fomi to the appropriate governmental unit � ' J���� !��.�-f � �
�----
is required p�ior to obtaining a sanitaiy peiniiC Note:Applicntion forms for state-owned POWTS are submitted to Proj�ct Addr�;_,(if dlf(cr�nt thai��m��.ilin�u�l irz;,)
the Department of Safety and Professional Seivices.Personal infonnation you provide may be used for secondary
pwposes in accordance with tlie Privacy Law,s. 15.04(I)(m),Sta[s. ��r{�-iQ�� ��� �
1.Application Information-Plcasc Print All Information � �V
Propcity Owncr's Namc Parcel#
Chc:S}o�l�or � Ke r � � 1� e� r oaCo- Q39- 011 a�_
Propeity Owncr's�9ailing.Address Propeity Locatio❑
� O O C� Co v G c• (in,�.��t-`�--
Ciry,State 7.ip Cude Phone Number
�111 wct#,�r M(�J 55�8 a -� 1�* — �, s��t��„_ J I
II.Type of Building(check all tliat applp) Lot# �{ T_39_N R �___ -�-o�___
�I or 2 Pamily Dwclling—Vumber ufBedrooms � � Subdivision Name
Block# ��
❑ Public/Commercial—Describe Use
❑City of
❑State Owned—Describc Usc CSM Number ❑Village of
c s n � �a�4 1eG<�,�-„<�r - -.5a.,c__La Ke - -
�/01. .'135
III.Type of PO�VTS Permit:(Check either"Ne���"or"Replacement"and otlier applicable on line A. Check one bos on line B.Complete line C if
a licable.) _ _
� �New S stem
y ❑ Replacement System L1 Other Moditication ro l:xisting System(explainj U Additional Preucatment Unit(explain)
B.
❑Holding Tank ❑ In-Giround ❑ At-Grade �Mound ❑ Individual Site Design ❑ Other 7'ype(eeplain)
(conv tional)
C• ❑ Renewal Befo Revision ❑ Change of Plumber ❑ Tran,fer to Ne��Owncr
List Precious Pennit Vumber and Date[ssued
EX,,���a�,��, ay_py 3 03 Jad/ay
IV.Dispersal/Treatment Area and Ta k Information:
Dcsign Flow(gpd) Dcsign Soil Application Ratc(gpd/sY) Dispersal Arca Rcquircd(st) Dispcnal Arca Pruposcd(s� Systcin f?Icvation
�
O c� �. 0 3o c� 3 g 0 S 7. b �
Capacity in Total #of Manufacturer
7'ank Information Gallons Gallot�s Units p L U 'O � �
r3 U
New Ta.�ks Existing Ta�ilcs � o y � � � r �
Cc�c3 O �.. U �: � � �. U a
Sep[icorHoldin��I'ank � 1 /� �— � �� �C SE r C.d1�) �
� 1.��l V
Dosin�Ch.unber � �. ��-- -�--
75� 75q
V.Respousibility Statement- [,the undersigned,assmne ponsihility for insta ation of the POWTS shown on the attached plans.
Plimiber's i�ame(Print) Plumbe ' ignauue MPiVtPRS Irumber Businc,s Phon�Numb�r
TrQ,,; ,-�' / Co5aS79 7/S-G3y-817�
Plumber's Address(Stree[,City,State,Zip Code)
/v3 5'G w ,$I-c��-e (�oe�d 77 /-�c� i,.re„-d w= �`�'$`� 3
VI.County/Department Use Only
ro�cd ❑Disappro��ed �' �'�n��Fcc �atc Issucd Issuing Agent Signahu'e
� �
��� ❑Owmcr Givcn Rcason for Denial � ��- ���p (c,�� ��-��
Conditions of Approval/Reasons for Disapproval i��
� � � ��a�te 5 �� D � ��! �;;
�� � �'�,�� .hk# �{�,:1
� ��� � ssR
MAY 0 7 �024
CS T �.`� -- 0 3 � �tc����s�����.._�__--___ .____
SAWYER COUN1�(
ZONING ADMINISTRATiON
:�ttach to comple[e plans for tlie s��stem and submit ro the Coun[y only on paper not less than R il2 x I1 inches in size
�+��y
3 �r. ---�K.13�-. ��O R�FUIVDB AFTER
ss�-�39s�x.o3i2z� ISSI�C Or PE�SN11�'
2-i( �i �
. , <
.\�@S ARTMG-�,T
Wisconsin Department of Safety and Professional Seivices �,�� ';� Phone:608-266-21 12
Divisio�i of Industry Seivices � � i Web:http:/-dsUs.u�i._ov
4822 Madison Yards Way - � �� � �= Finail:dsp.�ci�wiscon,i i.���o��
PO f3ox 7302 ' � p `
Madison,wI 53707 �t. �a Tony E��e►•s, Governor
�'k�,,. ���-°�� Dan Hereth,Secretary
��s�sius�.�
April 1, 2024 Conditionally
APPROVED
CONDITIONAL APPROVAL DEP7. OF SAFETY AND PROFESSIONAL
SERVICES
DIVISION OF INDUSTRY SERVIC�ES
PLAN APPROVAL EXPIRES: 2026-4-1
Plan Review: PWTS-042400544-C ��� ����,,,/,�
R(/L�/1(
��
Travis Butterfield —
14346 W State Rd 77 SEE CORRESPON�ENCE:
Hayward,WI
SITE:
Lohmer
15982 W Sand Lake Rd
Sawyer County
Town of Sand Lake
S21 T39 R9W
FOR:
i-- __ _ — -- _ --
Description: 4 Bedroom-600 GPD— 12"to � GeoMat Mound Manual—(May 2022-2027)
limiting factor—Effluent Filter- Pressure Distribution Component Manual —Ver.
� Maintenance required I 2.1 (May 2022-2027)
I _, �
The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes
and Wisconsin Statutes.The submittal has been CONDITIONALLY APPROVED.This system is to be constructed and
located in accordance with the enclosed approved plans and with any component manual(s) referenced above.The
owner, as defined in chapter 101.01(10),Wisconsin Statutes, is responsible for compliance with all code requirements.
No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06,
stats.
The following conditions shall be met during construction or installation and prior to occupancy or use:
Reminders
• If using the existing septic tank,it must be inspected for watertightness and structural soundness,size and
baffles,and must be brought into conformance with the requirements of ch.SPS 383,Wis. Adm. Code.
• The mound site shall be properly prepared prior to plowing.Any grasses longer than 6"shall be cut short and
removed.To avoid matting,any leaves or loose organic matter shall be raked up and removed. Cut trees and
shrubs flush to the ground and leave stumps.Avoid operating equipment on the mound site. If necessary, use
only tracked equipment,during dry conditions,with minimal passes,to avoid compaction.
• 12"of sand shall be installed between the contour and the bottom of the GeoMat product.
• Orifice Shields are required.
• A sanitary permit must be obtained from the county where this project is located in accordance with the
requirements of Sec.145.19,Wis.Stats.
• Inspection of the private sewage system installation is required.Arrangements for inspection shall be made with
the designated county official in accordance with the provisions of Sec.145.20(2)�d),Wis.Stats.
• A state approved effluent filter is required.Maintenance information must be given to the owner of the tank
explainingthat periodic deaning of the filter is required.
• A copV of the approved plans specifications and this letter shall be on-site durin�construction and open to
inspection bV authorized representatives of the Department which maV include local inspectors.
Owner Responsibilities
• The current owner,and each subsequent owner,shall receive a copy of this letter.Owners shall also receive a
copy of the appropriate operation and maintenance manual(s)and be responsible for ensuring that POWTS is
operated and maintained in accordance with this chapter and the approved management plan under s.SPS �
383.54�1).
• In the event this soil absorption system or any of its component parts malfunctions so as to create a health
hazard,the property owner must follow the contingency plan as described in the approved plans.
• The owner is responsible for submitting a maintenance verification report acceptable to the county for
maintenance tracking purposes.Reports shall 6e submitted at intervals appropriate for the component(s)utilized
in the POWTS.
M granting this approval the Division of Industry Services reserves the right to require changes or additions should
condltions arise making them necessary for code compliance.As per state stats 101.12(2),nothing in this review shall
relieve the designer of the responsi6ility for designing a safe building,structure,or component.
Inquiries concerning this correspondence may be made to me at the telephone number listed below,or at the address
on this letterhead.
The above left addressee shall provide a copy of this letter and the POWTS management plan to the owner and any
others who are responsible for the installation,operation or maintenance of the POWTS.
Sincerely,
,.j�d���uc�/2o-�ul�y
Joshua Rowley
POWTS Plan Reviewer,Division of Industry Services
(715)634-5124 �o� shua.rowleVC�W�sconsln.^ov
GeoMat MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN
Residential Appl,:ation
INDEX AND TITLE PAGE
. itay�tcl sa . �,. _: byotcnl
Project Name: Lohmer-Sand Lake Rd
Owner's Name: Christopher E, Kendra Lohmer&Greg& Kathleen Lohmer
Owner's Address: 3305 Osgood Cover N
Stiliwater, MN 55082
- - —04/E�1�8�4-�:�:08 AM
_...
roperty In� _ .
Property Address: 15982W Sand Lake Rd
Legal Description: ___ S 21 T 39 N R_ 9 _
Township Sand Lake County: Sawyer
Subdivision Name:
Lot Number: 1 Block Number: CSM#: 1814
Parcel I.D. Number: 026-939-21 5212
Plan Transaction No.:
_ _
ex" a es
Page 1 Index and title Page 9 Tank cross sections
Page 2 Data entry Page 10 Plot Plan _
Page 3 GeoMat mound drawings _
Page 4 Lateral and dose tank
Page 5 Distribution media
Page 6 System maintenance specifications
Page 7 Management and contingency plan
Page 8 Pump curve and specifications
Travis Butterfield License Number: 652879
Date: 03/29/2 Phone Number: _715-634-8176
Signature:
Designer Stam State of Wisconsin ARproval Stamp:
c„�h��,o,a�
APPROVED
ueci.o�saF�rv>rvo vaoFessiaHn�
se3vices
oivisrou oF inousrav seavices
�""�'7
Designed Pursuant to the
GeoMat Mound Component Manual 5/18122 see sc-�:FSPoaoENce
SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST-SAS (01/81)and
Pressure Distribution Component Manual Ver. 2.1 (May 2022-2027)
Page 1 of 10
Mound and Pressure Distribution Component Design
Design Worksheet
_ . . , .. _ _,�:-_ ..
e nformation_ _ _ .. _ �. _
_ � R Residential or Commercial Design ON ISD Required7
400.00 Estimated Wastewater Fiow(gpd)
1.50 Peaking Factor(e.g. 1.5= 150°/)
�esign Flow(gpd)
0.00 Site Slope(%)
96.08 Installation Contour Line Elevation(ft)
12.00 Depih to Limiting Factor(in)
0.80 In-situ Soil Applicalion Rate(gpd/ft')
130.00 Contour Length Available(ft)
.._ . . . . ._. _- - -- --__� . . .
n e ❑ orma on '
Cell Width(ft)3_25 6.5 or 975 Onlv 60.00 Designer Input Cell Length(ft)
Dispersal Cell Design Loading Rate(gpd/ft�) � 60.00 Dispersal Cell Lenglh Required(ft)
2i Influent Wastewater Quality(1 or 2)
r ssure bisfr'ibutionln�#ormat7on
E' CeNer or End Manifold Are the lalerals the highest poinl
2 Number of Lalerals in lhe dislribulion 0
3.25 Lateral Spacing (ft) network?
38.50 Forcemain Drainback(gal) If N above,enter ihe elevation(ft)
0.50 Forcemain Filter Loss(ft) o(lhe highest poinL 0
2.00 Forcemain Diameler(in)
236.00 Forcemain Lengih(ft) Does lhe forcemain drain back?�-�
86.00 Inside Pump Tank Elevation(k)
0.156 Orifice Diameter(in)(e.g.025) -
1.90 Estimated Orifice Spacing(ft)= 6.29 ft�/orifce
4.55 Syslem Head(ft)x 1.3
11.33 Vertical Lik(k)
5.58 Friclion Loss(ff)
21.95 Total Dynamic Head(ft)
55.05 5x Void Volume(gal)
93.55 Minimum Dose Volume(gal)
33.39 System Demand(gpm)
, . . ... . . . ,-_ . ..__.-._. .. .. .
�ameter Selection
Lateral Diameter Selection Manifold Diameter Selection
in.dia. options choice in. dia. oplions choice
075 '�� 125 x
1.00 '. ----�� 1.50 x x
125 I 2.00
150 x x I 3.00
2.00 x
3.00 x I
_._. .... . .. .. .....
anu ac urer n orm on
Treatment Tank Information Effluent Filter Information Optional
12W.00 Septic Tank Capacily(gal) Polylok Inc./Zabel Filter Manufacturer
Wieser Concrete Producis, Inc. ManufacWrer �BEST GF10 Filter Model Number
Dose Tank InFormation Gallonsllnch Calculator(optional)
77376'��. Dose Tank Capacity(gal) 77376 Total Tank CapaciTy(gal)
16.12'��. Dose Tank Volume(gal/in) 48.00 Total Working Liquid Depth(in)
Wieser Concrele Producls, Inc. Manufacturer 16.12 gal/in(enter result in cell DoseTankVolume)
Project: Lohmer-Sand Lake Rd Page 2 of 10
Mound Plan View
— —1
� J
. ��l � .��.Q . .Observ��ion Pipe 3 _�
'� T—T, . . . � . . .;
K --. ;:;.;.;.; ,
`.ti ;, ::s...
- ��'.�.
A
W . . +
�:O-t".'�:: :
► B o : . : I
' . . " " " " " " " " " " " ' " " " " " " " " ' . . . I
�.' g . . . . . .
.'.•�. . . . . .'.'.'.'.'.'.'.•.•.'.•.•.'.•.'.'.'.'.'.'.'.'.'.'.'.•.'.'.'.'.'.•.•.'.'.'.'.'.'.'
� . . . . . . . . . . . . . . . . . . . . . . . . . . . ..'.'.'.�.'.�.'.'.'.'.'.'.'.'.'.'.�.'. . . . �
L
.., ,__._ .. . _.,..,-....�„-..,.,_�, -.,
1Vf'oun o ponen imens ons
A 6.50 ft E 12.00 in H 1.00 it K 9.63 ft
B 60.00 ft F 14.50 in I 8.13 ft L 7925 ft
D 12.00 in G 0.50 ft J 8.13 ft W 22.75 ft
390.00 (ft2) Dispersal Celi Area 1365.00 (ftz) Basal Area Available
10.00 (gpd/ft) Linear Loading Rate 6" End of B Obs. Pipe Placement
Mound Cross�'ection�w ��
_ __. ,..�-......N—.�-., ._,.._.,
GeoMat Dispersal Area
Observation Pipe
12"ASTM C 33 sand as 6eoMat
required for Geo Mat Distribution Cell
component 6 GeoMat+12"ASTM C-33 sand
' ,I 1�� '/,
i / /�y%i.f il"l. i i
99.29 Pinish Grade '�/�� Cover Material
98.16 Lateral Invert Elevation i�� •'n'. '�'�'• '��/j :
97.08 Dispersal Cell %� • • : � ; \;���� Slope 0.0
Elevatlon . � •�•�� •�,��•'• �- �
. . . . y.
�.�• � o;�.-�% ContourElevation 96.08
• • • • i�'/
, ���Ty;�,; hl���s��� � R TIIIedArea
� ` Forcemain
�— In situ soil �
In situ soil
' Shading ey
1 � Topsoil Cap
Z � Subsoil Cap
3 0 ASTM C 33 sand (F)
J 0 ASTM C 33 sand (D)
5 � Tilled Layer
6 � Geo Mat
See details on page 4 for number, size, and spacing of laterals.
Project: Lohmer-Sand Lake Rd Page 3 of 10
End Connection Laterel Layout Diagram
Turn-up w aJ,va ve or cleanout.plug
ls[orifice locatetl at Z. �—'�
AlloiiflEes�iointdown '
' _ - _ X __
P
�
�ateraLs'Sy force rcialn of PVC 6ch 40�per Sp5?able �93o-51
Number of Laterals 2 Orifice Diameter 0.156 in
l.aleral Diameter 1.50 in Orifice Spacing(X) 2.00 ft
Laleral Lenglh(P) 60.00 ft Oritices per Laleral 31
Lateral End(Z) 0.00 ft Orifice Density 629 ft�loritice
Lateral Spacing(S) 325 ft Manifold Lenglh 3.25 it
Lateral Flow Rale 16.69 gpm Manifold Diameter 1.50 in
System Flow Rate 33.39 gpm Forcemain Velocily 3.41 fUsec
_ - .. . .._ . . , . ... . . _. .. . . .,_ ....
ose an n orma on
I.ocking covcr wilh waminy lubcl.
locking dcvicc m�d�vntcr li6h�scnl
\ J••VcmedCwcr �
Hlccvi<nl Las
as ptt N[C)00
nndSPSJIG.2R WC
dll_ �sh�domac da-lc_—'lJ.l, �{d,_ � .
�>iscowua
�"Clcan oul Pi�w`. Opiionnl ball v Ive
WiresPromCleclricsourtc ��ocmirolapcJof
,�_ . - ' � eflhanllMin dosed
�opfo��al� na Forcemaindiameler
J"Inlc� L'5llilmr—./ ' ._� 2 10.
mme � f'.J
BOs551op i"ASfAIIDJ r�r���
ond wmcr sc f r«��i�oma
iigblgnsAa sMiJemuw ���mco
�v,.��n,n�„„m
Sim/Tech Filter •�ri�,����.��,•�
STF 100 1/16 ryigh�eaicrulami =
� '' 3
I r��o�o„ri,,,�• s
c � Pump off elevalion(fQ
� r���„�orcrio,� r „ � 86.83
i
v
i�i,k�; , Dose lank elevalion(H)
� .;'13eddine�undcrlan � 86.00
Dimension Inches Gallons Wieser Concrete Products,Inc.
A 3020 486.77 Capacil 77376
B 2.00 32.24 Volume 16.12 gal/inch
C 5.8� 93.55
D 10.00 16120
Total 48.00 773.76
Filler Manufaclurer Sim/Tech Filter �
Filter Madel Number �STf 100 1/16
Alarm ManufacWrer SJE Rhombus �
Alarm Model Number PS PaUol
Pump Manufacturer Libert Pum s
Pump Model Number 283
Pump Must Deliver 33.39 gpm at 21.95 ft TDH
� Note� Switches containing mercury may not be used in lhis system.
Project: Lohmer-Sand Lake Rd Page 4 of 10
GeoMat Dlstribution Cell Media Layout
6.50 Cell Width (ft) 1.63 Sidewall to Lateral (ft)
Distribution Cell Cross-section Arranqements
0000000000"aoU°�oo°000°o 0000°000" " "o"000000000000��.
� nn � � � c-, on � � n � � c� o � c� � � � � o � n � � ooc� 0000 � � oo
ComponentCegen _`""�.___���_ _-----__._._.-------- ---_____. _
� Distribution Pipe With Pressure Lateral L.._I Orifice Shield
� Turnup Enclosure — — — — — Pressure Lateral
GeoMat is covered with approved geotextile fabric as per the their product approval.
Distribution Ceil Pian View Layout - Typical
6.50 Cell Width - A (ft) 60.00 Cell Length - B (ft)
End Connection Lateral Layout Diagram
vc�zrcr'cr-cTtTv-�r't�'crcrvc�v-crv'�v'v-vvo-�nrv-vc v'v ���-`-�-�
OnOUO�O���O��O�O���,vO�.UO�OUOpO�O�O,��O,��U��O��O,�OVOpO�OU VOUO�O�O�OpODO���O..�OO�O�O�j>
�Oti�`UOv�UQU�V�O�(Jn(���(JnC)n(��C���O�C��U�U�V�C�C��OQvp00-OU(�)�c��O�C>�O�c��C��vO�.O (�
O O O��O�OpO O O�O�O O O O_�(�pO����O�O�QO�QO O�O_�O�OQ O�O�O O�O�9O���OpO��>O��O_ O O O
O �o�Oc�"�.J��O O�O(�VOm���o.�OaUS���'QO��OC7�vUC)��O�O O
O C?O(�O O�O O O O O O O(�.O_,O.O O�Q O O�O�O,O�,�O O Q_O O O C)O.O� O O
.._� _,fiYpical'�ispersal Cell . , .
Sand Fili Recommended Distribution Lateral
� Il, � OrificeShield
Pipe Dia. Approved Infiltrative Fabric
� �
�. i
�
�� �(IZ'A5f7d335and� • GeoMat
---' ' - Component
� � ,(�1 IAdmriooilA91TA C-33 Sand • • '
L J �,- _ _ Infiltrative Surface/Plow layer
- -� -
[_nitino F7ti0f
Observat on Pipes -_.�_ ___ , __. _ - aaing ey
� WaterTi¢ht
1 ..C� Topsoil Cap
ToiletFlange ���M�^ ;� 2 i i / i Subsoil Cap
.i
ebar -� ' ` ' ASTM C 33 Satid (F)
� '°t� � 4 -Q ASTM C 33 sand (D)
�"rotin �I �nstall at � 5 / � '/ � Tilled Layer
.�,j nd/Geo _ 1' Min
,,,, � 6 � Geo Mat
ll .��' -�.-- j8"Iv1in Dln Rnb
[41A7'ERCI.OS`EfWL1/tR +
�'ASi1dGJ�sa�iadkt 1 �_ � .i. � � �i
See details on page 4 for number, size, and spacing of laterals.
Project: Lohmer- Sand Lake Rd Page 5 of 10
Mound System Maintenance and Operatlon Specifications
Service Provider's Name�Travis Buttertield - _____�, Phone(715)634-8176�.
POWTS Regulator's Name Sawyer County SPIA-Zoning Adminislration � Phone(715)634-8288
Svstem Flow and Load Parameters
Design Flow-Peak 600 gpd Maximum Iniluent Particle Size 1/8 in
Estimaled Flow-Average 400 gpd Maximum BOD5 30 mg/L
Septic Tank Capacity 1250 gal Maximum TSS 30 mg/L
Soil Absorption Componenl Size 390 ft2 Maximum FOG 10 mg/L
Type of Wastewater pomeslic Maximum Fecal Coliform 10E4 cfu/100 mL
Service FrequencV
Septic and Pump Tank Ins ecl and/or service once every 3 years
Effluent Filter Inspect and ctean as necessa at least once eve 3 ears
Pump and Conirols Tesl once every 3 ears
Alarm Should test periodicali
Pressure System Laterals should be ilushed and pressure tested eve 3 years
Mound Inspect for ponding and seepage once every 3 years
i
Miscellaneous Construction and Materials Standards
1. Observafion pipes are slotled and materiais conform to Table SPS 384.30-1,have a walertight cap and are secured in as
shown in the Synergy Systems GeoMat Mound Componenl Manual Version 1,2017.
2. Dispersal cell media contorms to GeoMat produc�s approved for use with the Synergy Systems GeoMat Mound Component
Manual Version 1,2017. Media is covered with an approved geotextile fabric.
3. All gravity and pressure piping materials contorm lo ihe requirements in SPS 384,Wis.Adm.Code.
4. Tillage of the basal area is accomplished with a mold board or chisel plow.
5. The mound siructure and other disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost
penetralion.
Lateral Turn-up Detail
�6-8"Diameter - ;�Finished - -�'�`�'� Threaded Cleanout
'�Lawn Sprinkler Grade \... ���{ Plug or Ball Valve
o�Box "�
o�LateralEndsat�L tOrf e�Wh�ere ������R+.�+r��'��
,
� f
�1 �':!�
� Long Sweep 90 or Two
�45 Degree Bends Same
- �'� �{� Diameter as Lateral
a?U -- : ��� ��(���
- °���°��_(�r�'0`�i��0�, 'I
�� �� �.i
�,r'
�„��;,� ;i,
Disiribution Lateral Lateral Cleanout
0.5 Feet
Project: Lohmer-Sand Lake Rd Page 6 of 10
Mound System Management Plan
Pursuant to SPS 383.54,Wis.Adm. Code
General
This syslem shall be operaled in accordance with SPS 382-84 Wis.Adm.Code,and shall maintained in accordance with its'component
manuals(Synergy Systems LLC.,Geomat Mound Component Manual version 1,2017,Pressure Distribution Component Manual Vec 2.0
SBD-10706-P(N.O7/Oi)and SSWMP Publica�ion 9.6(01/81)]and local or stale rules pertaining to syslem maintenance and mainlenance
reporting.
Septic and pump tank abandonment shall be in accordance with SPS 383.33,Wis.Adm.Code when the tanks are no longer
used as PON/TS components.
Septic or pump tank manhole risers,access risers and covers should be inspected forwater tightness and soundness. Access openings
used for service and assessmenl shall be sealed waledight upon the completion of service. Any opening deemed unsound,defective,or
subject lo failure must be replaced. Exposed access openings greater than B-inches in diameter shall be secured by an effective locking
device to prevent accidental or unauthorized entry inlo a tank or component.
Seotic Tank
The septic tank shall be maintained by an individual ceAified to service septic tanks under s.281.48,Sfats. The contents of the seplic
tank shall be disposed of in accordance with NR 113,Wis.Adm.Code. The opereting 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 lo ensure proper operetion. The filter cartridge should not be removed unless provisions
are made lo retain solids in the tank that may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm,the
filter shall be serviced if Ihe alarm is aclivated con[inuously. Intermittent filter alarms may indicate surge Flows or an impending continuous
alarm.
The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1!3 the liquid volume of the
tank. If Ihe contents of Ihe tank are not removed at the time of a triennial assessment,maintenance personnel shall advise the owner as to
when the next service needs to be perfarmed to maintain less lhan maximum scum and sludge accumulation in the tank.
The addi(ion of biological or chemical additives to enhance septic tank performance is generally not required. However, if such produds
are used they shall be approved for septic tank use by the Wisconsin Department of Commerce.
Pump Tank
The dosing(pump)tank shall be inspected at least once every 3 years. All swilches,alarms,and pumps shall be testetl to verify proper
operation. If an effluent filter is installed within lhe tank it shall be inspected and serviced as necessary. If the force main has a weep hole,it
should be noled if it is functional during pump operation,and it not,it should be cleaned.
`•'•`No one should ever enfer a septic or dose tank since dangerous gases may be present that could cause death.'""'
Mound and Pressure Distribution Svstem
No trees or shrubs should be planted on lhe mound. Plantings may be made around the mound's perimeter,and ihe mound shall be
seeded and mulched as necessary to prevent erosion and to provide some protection trom frosi penetration. Traffic(other than for
vegelalive mainlenance)on the mound is nol recommended since soil compaction may hinder aeralion of lhe infiltra�ive surface within the
mound and snow compaction in the winter will promote frost penetratioa Cold weather installations(OclobervFebruary)dictate that ihe
mound be heavily mulched as protection(rom freezing.
Influent qualiry into lhe mound system may not exceed 220 mg/L BODs, 750 mg/L TSS,and 30 mg/L FOG for septic tank effluent or 30
mglL BODS,30 mg/L TSS,10 mg/L FOG,and 10°cfu/100 mL for highly treated eftluenL Influent flow may not exceed maximum design flow
specified in the permil for this installation.
The pressure distribution system is provided wilh a fWshing point al the end of each Ialeral,and it is recommended thal each lateral be
Oushed of accumulaled solids at least once every 3 years. When a pressure test is peAormed it should be compared to the initial test when
the system was Installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution wilhin
the dispersal cell.
Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported lo the owner, and any
levels above 4 inches considered as an impending hydraulic(ailure requiring additional,more frequent monitoring.
Continqencv Plan
I(the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in
proper operating condition.
If the dosing tank,pump,pump conlrols,alarm or related wiring 6ecomes defective the defective component(s)shall be immedialely
repaired or replaced with a component of lhe same or equal peAormance.
If the mound component fails to accepl wastewater or begins lo discharge wastewater to lhe ground surface,it will be repaired or
replaced in its'present location by increasing basal area if toe leakage occurs or by removing biologically dogged absorption and dispersal
media,and reialed piping,and replacing said components as deemed necessary to bring the syslem into proper operating condilion.
See Page 6 of this plan for the name and telephone number of your local POWTS regulatar and service provider.
Project: Lohmer-Sand Lake Rd Page 7 of 10
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Pumps�
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TANK SPECIFICATIONS 4.
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755" DIMENSIONS: i � CT+
WALL: 2 7/2� o d
BOTTOM: 3" �
COVER: 6" �
MANHOLE: 24" I.D. PRECAST CONCREiE RISER �
HEIGHT: 66�O.D. u
LENGiH: 155" O.D.
— 4ADTH: 86" O.D.
/ � BELOW INLET: 53" O.D. �w o
L1QU10 LEVEL 48"
4" CAST-A-SEAL 4" CAST-A-SEAL �IGHT: 14,860 LBS. SEP'ilC
: �Zq"\ � \ INLET AND OUTLET: �
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� \ BAFFLE /. (OTHER STAiES SEE CHART) o a �
_ LIQUID CAPACITY: 27.66 GAL/IN (SEPTIC) W�
16.12 GAL/IN (PUMP) ��
LDADING DESIGN: 6' 0" UNSATURATED SOIL y,�
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MN TANKS: �Y�
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INLET - _ _ _ _ OUiLET CUSTOMIZED TANKS: �3
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