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Wisconsin Department of Safety and Professional Services �� � �;�.� Phone: 608-266-21 12
Dicision of Industry Services /.� ' `,%�`,� Web: htt�_<idsps.tvi.�e
4822 Madison Yards Way �= � � � � �� I Email: ���id«�isconsin.e�.�
PO Box 7302 i��, � ;� ��I
Madison, wI 53707 \<�� � � h Tony Evcrs, Governor
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'�'k,��=—;��-� Dan Hereth, Secretar��
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April 26, 2024
CUST ID NO.: 2208 l0 Identification Numbers
CRAIG S "I'IIOMPSON Plan Review No.: PWTS-042400781-C
5089N N THOMPSON 1� Application No.: DIS-04241G3R2
WINTER, WI 54896 Site ID No.: SIT-12)417
Please refer to all identification numbers in each
conespondence with the Department.
COND[TIONAL APPROVAL
Conditionally
PLAN APPROVAL EXPIRES: 04/26/202(> APPROVED
MUNICIPALITY: �EPr. oF SAF RVICESROFESSIONAL
TOWN OF DRAPER DIVISION OF INDUSTRY SERVICES
SAWYF.R COUNTY
SITE: "„"�w�_.�
STEFANSKI �
2380W STA1�E HWY 70 SEE CORRESPONDENCE
DRAPER, WI 54896
SE SW S-6 T-39-N R-3-W
FOR:
Design Wastewater Flow Value: 300 Mound Component Manual - Version 2.1 (May 2022-2027)
Bedrooms: 2
Limiting Factor(s): 15 inches
Maintenance Required: Effluent Filter
SITE REQUIREMENTS
• A Yull size copy ol the approved plans, specifications, and this letter shall he on-site during construction and open to inspection
by authorized representatives of the Department, which may include local inspectors. A Department electronic stamp and
signature shall be on the plans which are used at the job site for construction.
The following conditions shall be met during construction or installation and prior to occupancy or use:
• 'fhis system is to be constructed and located in accordance with the approved plans, and the "Mound Component Manual for
POWTS (Version 2.l), (May 2022-2027)".
• The pressure network is to be constructed in accordance with publications "Pressure Distribution Component Manual for POWT'S
(Version 2.1); (May 2022-2027)" and/or the sizing methods of publication "SSWMP Publication 9.6 Design of Pressure
Distribution Networks for ST-SAS (O1/81)".
• 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.
• Prior to the construction of the dispersal area, check the moisture content of the soil to a depth of�8 inches. Proper soil moisture
content can be determined by rolling a soil sample between the hands. If it rolls into a '/4-inch wire, the site is too wet to prepare.
If it crumbles, site preparation can proceed. IY the site is too wet to prepare, do not proceed until it dries.
• Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated
county ofticial in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats.
• 1 �t;it�-.�2,��riived clllu�nt l�iltcr t, rytui�:�I \lain��n;incr tnl�,imati��n n�u,i h� �,i���n t�� th� �����ncr �,l th� tank ����lainin�_ thut
�,�riu�li� �Ic�inin�� �,1 ��.h� tiitcr i, rcquirr�l
• All piping shall conform to SPS Table 384.30-3 and SPS Table 384.30-5
. Insulate building sewer beyond 30 feet per SPS 382.30 (11)(c)
• Well setbacks to meet chs.NR 811 &812
• Tank Installation to follow all manufacturer's requirements.
• Verify properiy line(s)prior to installation.
• Pump Floats to be set and veriYied per the approved plan.
• With new construction;it is recommended not to activate the pump in[he dose tank until the tanks are pumped prior to
homeowner occupancy.
• Any tall grasses,leaves and shrubs shail be cut short and removed prior to tilling the surface for installation to prevent mattine
under the dispersal area. All loose organic material to be removed from POWTS Dispersal Area.
• l�hi.a��pru��al is ��,r I)()��11�ti IlC U':��5 I I���',111 JZ�,nly. Disrh�irgc�,f an�°prucc�, ��ater,in�lu,tri,�l byproducts ur hazardous
substa��ces is prul�ibtited.
• To protect the dispersal area during any construction activities,it is recommended that the mound test area be fenced,posted,or
flagged off.
OWNER RESPONSIBILITIES
• The cunent owner,and each subsequent owner,shall receive a copy of this letter including instructions relating to proper use
and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenance manual and/or
owner's manual Yor the POWTS described in this approva(and Wis.Admin. Code§ SPS 383.54(I).
• In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard,[he property
owner must follow the contingency plan as described in the approved plans.
The submittal described above has heen mviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin
Statutes. The submittal has been CONDITIONALLY APPROVF,D. 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),
W isconsin 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.
All permits required by the state or the local municipality shall be obtained prior to commencement of
construc tion/instal lation/operation.
In granting this approval,the Division of Industry Services reserves the right to require chaoges or additions,should conditions arise
making them necessary for code compliance. As per state stats 101.12(2),nothing in this review shall relieve the designer of the
responsibility for designing a safe building,structure,or component. The Division does not take responsibi(ity for the design or
construction of the reviewed items.
Inquiries conceming this correspondence may be made to me at the contact information listed below,or at the address on this
letterhead.
Sincerely, Fce Required:$250.00
Fee Received:$250.00
I3alance Due: $0.00
�-'" ,,:��� Refund Ex ected:�0.00
Timothy"/.oromski
llivision ol�Industry Services
Plione:
EmaiL-timothy.zoromski(a)wisconsin.gov
MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN
Residential Applica6cr
INDEX AND TITLE PAGE
Project Name: Stefanski
Owners Name: Matthew Stefanski
Ownefs Address: W-9700'State HWY 70
Park Pails Wi 54552
Legal Description: PRT.SESW S-&T-39-N R-3-W
Townshlp: Draper
Counry: Sawyer
Subdivision Name:
Lot Number. Bbck Number:
Parcell.D.Number. 006 339 06 3401
Plan T2nsaction No.:
Page 1 Index and dtle
Page 2 DaTa enVy
Page 3 Mound drawings
Page 4 Lateral and dose tank .,,�......�.,
PageS Systemmaint2nancesp2Cifications APPROVED
�PROFESSIONA�
Page 6 Management and contingency plan �� �"F sERvicEs
pyye 7 Pump curve and specifications ��.�.,.��oF�HousTar seAhces
Page 8 Plot Plan ..��„
paye g Soil Evaluation Report , _
Designer Craig Thompson License Number 220810
Date: -0-4/10/2�49— Phone Number 7�5-266-2842
Signature: �`--� � �
/ Designed PursuaM to the
Mound Component Manual for POWTS Version 2.1 M0.���.�a�'a0`�7�
d--
Pressure Distribution Canponent Manual Ver.2� mHr ��V'�a�aC��)
Version 7.0(R.11/12) Page 1 of 9
Mound and Pressure Distribution Component Design
Desian Worksheet
Ske Information
(R or C) R Residential or Commercial Design Note: Santl fill(D)calculations assume a
200.00 Estlmated Wastewater Flow(gpd) Table 383-44-3 in-situ soil ffeehment for
fecal cdilorm of<=36 Inches-
1.50 Peaking Faclor(e.g. 1.5= 150%)
300.00 Design Flow(gpd)
4.00 Site Slope(qo)
98.00 Contour Line Elevation (ft)
15.00 Depth to Limiting Factor(in)
0.60 In-situ Soil Application Rate(gpd/ft�)
Distrlbution Cell Information
� 50.00 Dispersal Cell Lengtb Abng Contour(ft) = 6.00 Cell Width{ft)
1.00� Dispersal Cell Design Loading Rate(gpd/ft2)
1 InFluent Wastewater Qualily(1 or 2) Are the laterals the highest point
in the distribution DY
Pressure Disrihution IMortnatlon neMrork? Enter Y or N
(C or E) E Center or End Manifold
3.00 Lateral Spacing(ft) If N above,enter the elevation ft
2 Number of Laterals of the highest point.
0.188 Orifice Diameter(in)
2.20 Estimated Orifice Spacing(ft)= 6.52 fl�/o�
2.00 Forcemain Diameter(in)
100.00 Forcemain Length(ft) Dces the forcemain drain back? '� Y �
89.33 Pump Tank Elevation(ft) Enter Y or N
- 325 System Head(ft)x 1.3 16.31 Forcemain Drainback(gal)
9-75 Vertiral Lik(ft) 44.41 5x Void Volume(gal)
1.96 FricGon Loss(ft) 60.72 Minimum Dose Volume(gal)
In-line Filter Loss(ft) 30.15 System Demand(gpm)
14.96 Total Dynamic Head(ft)
Lateral�iameter Selectbn Manifold Dlameter Selection
in. dia. options choice in.dia. options choice
0.75 1.25 x
1.00 1.50 x x
125 2.00
1.50 x x 3.00
2.00 x
3.00 x
Gallons/lnch Calculator(optional)
Treatment Tank Information � Total Tank Capacity(gaq
L1000.00 Septic Tank Capacity(gal) � Total Working Liquid Depth(n)
�iSkaw Pre Cast__. ;Manufacturer gal/in(enter result in cell 649)
Dose Tankinfortnation EffluantFiRerinfonnation
Skaw Pre7Castse Tank Capacity(gal) �Best T 'Filter Manufacturer
1.��-----
_. _ , k Volume(gal/in) IGF 10-8 �Fitter Model Number
-- ------
I _
I Manufacturer
Project Stefanski Page 2 of 7
Mound Plan and Cross Section Views
— —?
v�f �
Observation Pipe ul� _ I
K �
p e❑ .. � A
W 1 I I
- B '
� i
+ _ .�l
L
Mound ComponeM Dimensio�
D 2�1.00 n G 20�0 ft J ,8.1�5 ft W 25�33 ft
300.00 (ft)Dispersal Cell Area 85938 (RZ) Basal Area Available
6.00 (gpdfFt)Linear Loading Rate 5.00 (ft) 1/10 B Obs. Pipe Placement
Mound Cross Section View
Aggregate Dispereal Area
Finished Grade tOt54 (ft) ' —� 1
� H
i :;; � C' j
F oispersa�Ce�t.'� 10025 (ft) Laieral
9975 (ft)��— � Invert
Dispersal CeII fl ' �
Elevation � D
. i�
� � ❑�� - � �.------ 98.00 (ft)Contou❑r Elevation
4A %Site Slope
Geotextile Fabric Cover
Shading Key 9 n � Dispersal Cell See lateral details on
1�_ Topsoil Cap � � 1.5 ft ❑ � , � Page 4 for number,size,
❑2 � Subsoil Cap a o 5 � and spacing of laterals.
ASTM C33 Sand 9 � Laterals are equally
� 0 � �� P spaced from the
Tvpical Lateral
� 0 Tilled Layer c a a��ft � . I distribution celi's
Q 0 Aggregate e o �. �� .��. t cenledine inthe
F—. A_� distribution cell(Ax0).
Projeck Stefanski Page 3 of 7
End Connection Lateral Layout Diagram
I a�e� seenrtve wren o drmension �.Turn-upWballvalveoreleanwtplug �
�— P
nu�arera�sn�eieemka� �Fx�I Ndesdr�ledonlheboltomoFthelatwY �
eq�alig sDuee
Force main con�wction via we or poss to manifolE x any ooint.
Leterals&Porcemain Sch 40 PVC pa SPS Tabie 38430-6
Number of Laterals 2 Orifice Diameter 0.168 in
Lateral Diameter 1.50 in Orifice Spacing(X) 220 ft
Lateral�ength(P) 48 40 k Orifices per Lateral 23
Latzral Spacing(S) 3.00 ft Orifice Density 6.52 tt�/orifice
Lateral Flow Rate 15.07 gpm Manifold Length 3.00 ft
System Flow Rate 30.15 gpm Mani(old Diameter 1.50 in
Total Dynamic Head 14.96 ft Forcemain Velxity 3.08 fNsec
Dose Tank Information ��i�g��rwiM wernirg
� labal antl IoNci(Ig tl0vice and
sealed watertight
Elechipl as per NEC 30D anC —�
SPS 316300 WAC �4 in.min.
Disconnerl
�
Tankcomponentisproperlyvented -� �— Altemateoutlet
localion
Forcemain Eiame[er
Skaw Pre Cast Manufacturer � 2 in.
Ca ci 696:09 Galions
Volume 16 47 gaUnch A .
1 Weep hole or ant�
Dimension Inches Gallons I e . s�non a��ke
A 96-74 ?ab-76 . —t
B 2.00 32.94 �y_ t Pump ofr ekvation(ft)
C 3.69 6072 T so.so
___
D 14.00 230.58 p
Total :s�� 36,43 69f�.8(3
D�nk elevation(R)
3"Bedding un er tank. 89.33
Alann Manuafacturer � SJS Rombus Note: Switches
Alarm Model Number ; __ 101 containing mercury
� — may not be used in
Pump Manufacturer �Gouids this system.
Pump Model Number '�,PE 41 �
Pump Must Deliver 30.15 gpm at 14.96 R TDH
Project Stefanski Page 4 of 7
Mound Svstem Maintenance and Operation Specifcations
Service Pmvider's Name Don Thompson 8 Sons Exc LLC ' Phone'�, 715-266-2842 �'�,
POWTS Regulators Name � Sawyer County Zoning - Phone'�� 715-634-8288 i
SYatem Flow and Load Paromaters
Design Flow-Peak 300 gpd Maximum Influent Particle S¢e 118 in
Es6mated Flow-Average 200 gpd Maximum BOD5 220 mg/L
Septic Tank Capacity 1000 gal Maximum TSS 150 mg/L
Soil AbsorpUon Component Size 300 ftZ Maximum FOG 30 mg/L
Type of Wastewater pomestic Maximum Fecal Coliform >10E4 cfW100 mL
Service Frequencv
Septic and Pump Tank Ins ect andlor service once eve 3 ears
Effluent Filter Should ins ect and dean at least once eve 3 ears
Pump and ConVols Test once eve 3 ears
Alarm Should test month
Pressure System Laterals should be flushed and ressure tested eve 3 ears
Mound Inspect for ponding and seepage once every 3 years
�
Miscellaneous Construction and Materials Standards
1. Observation pipes are slotted and materials conform to Table SPS 384.30-1. have a watertight cap,
and are secured in as shown in the mound component manual.
2. Dispersal cell aggregate confortns to SPS 384.30(6)(i),Wis.Adm.Code.
3. All gravity and pressure piping materials conform to the requirements in SPS 384,W is.Adm. Code.
4. Ti�lage of the basal area is accomplished wfth a mold board or chisel plow.
5. The mound sVucture and other disturbed areas will be seeded and mulched to prevent soil erosion
and heip reduce frost penetration.
Lateroi Tum-up Detail
Finished ...... •••••••••••••
Grede ���
� 6-8" Diameter Lawn -� Threaded Cleanout
ISprinkler Valve Box � Plug or Ball Valve
�
Distribution
I �� Long Sweep 90 or Two
45 Degree Bends Same
Diameter as Lateral
Project: Stefanski Page 5 of 7
I
Mound System Management Plan
PursuaM Lo SPS 383.54,ws.Adm.Code
Gen�val
This system shall Oe operated in arcordance wtth SPS 362-84 W is.Adm.Coda,and shall maintainM in aaordance with i�'componeM
manuals�SBD-10891-P(N_01I01.R.10/12),SSWMP Publitation 9.6(OtI87).and P2swre D'atribution Canponen[Manual Ver.2.0 SBD-
10706-P(N.01f01.R.10I12)j and locel w state rules perteinirg la syslem mairrtenence entl meintenance 2porting.
No one s�oulE ever enter a saptic or pump tank since dangarous gases may De present Mal couH cause tleath.
Septic and pump tank abandonment shall be in accordance with SPS 383.33,Wis.Atlm.Code when Me tanks are no bnger usetl as
POVYTS components.
Sepdc or pump tank manhole nsers,access risers antl covers shoultl be inspecteA for water tightness and sourMness. Access openings
used for service anA assessmaM shall be sealetl xmtertigM upon the mmpletion ot service. Any openirg tleertieA unwuM,defec9ve,or
subjec[lo failu2 must ba replaCed. Exposed access openings greater fhan 8-inches in diameter shall EB secured by an eflectrve bcking
tlevice to prevBnt accitlental or uneWho1aetl enhy inM a Wnk or component.
Seodc Tenk
The septic bnK shall 6e mainfaineC by an inEividual certifiM ro service septic tanks unCer s.281.48.Stats. The contenls of Me uptic
tank shall be disposed of in accoidance wdh NR H3,Wis.Mm.Cotle. The operffiIng m�Wition of Me septic fank and outlet fllter shall 6e
asxssed at least once every 3 years by inspecUon.
The outlet fitter shall6e clea�d as necessary to ensure D�W��operatbn. The fiHer cartridge shoultl rwt be romovetl unless prrnisions
are made lo retain solitls in Me tank that may slough ofr[he fitter whan remoued Gom fts enclosure. If the filter is equippe0 wtth an alartn,the
fittershell be service0 if the alartn is active[ed continuously. Irrtermitlentfilfer elertns may indicate surge Flows or an imperWing continuous
alarm
The septic[ank shall have its confents removed when Me volume of slutlge anC scum in Me tank ex�eetls 7/3 Me Ipuid volume of Me
tank. If the contents of the taMc are rrot removetl at the time of a trienniel essessment,meintenance personriel shall atlrise t�e owner of
when the naxt service neetic to be peAomied to maiaW in less lhan ma�imum scum and sludpe accumuletion in the tenk.
The adtlition of Dldo9icai or chemical atltldives lo enhance septictank pa�formance is 8eneraly not required. However.'rf sudi O�uCs
ere u5ed they shall be apprwed tor sep�ic lank use by the DepadmeM of Commerc4.
Pumo Tank
The pump(dosing)tank shall be inspe�ied al leasl on�every 3 years. Ali switches,alarms,antl pumps shall be testetl to verHy proper
operation. H an elfiueM fiker is instalkd within Me tank i[ehall be inspectetl antl servioecl as neoessary.
Mo ntl and Pressure DistrlCution Svslem
No trees or shrubs should be plantetl on Ne rtwuntl. PlanUngs may be made amund ihe rtwunds perimeMr,and Ne mound shall be
seeEetl antl mulche0 as necessary to prevent erosan antl M provitla some D���^�m frost penetralion. Traffic(other then for
vegetative maintenance)on Ihe mound'a rwl2commeMetl since soil compaction may hirWer aeretion of the infitt2tive surtace within the
mounA and snow compection in Me winter will pmmote fiost penetralion. Cold weaMer installations(OctoEer-February)ditlate ihat Me
mound De heavily mulchetl as protedion hom freeziig.
InflueM qualiry inlo lne mountl system may nd exreeU 220 myL BODs,150 mg/L TSS,and 30 mglL FOG for septic tenk eflluenl or 30
mglL BODy,30 rtg/L TSS,10 mglL FOG,end 70'cFu/100 mL tor hghly treated eTfluent Influent flow may not excaed maximum Aesign flow
specifie0 in tlre peimR tor this installation.
7he pressure disMbution system is piovidatl wilh a Bushing point at Me end M each latenl,and R is recommended thffi each leteral be
flushed of accumulateE solids at leasl once every 18 moMhs. When a pressu2 test s performEW il should ba compared M the inRial test
when the system was in9telled to determine if orifice cloggin9 hes accurred and H orifice cleaning is requiretl to maintain equal OisiribNion
within ihe tlispersal cell.
Observation pipes wiMin Ne tl'spersal celi shall be chedceA for efFluent pondin8. POMi^9levels shall De reported to the awner,aM any
levels ebove 6 inches consitlered as an impeMing h�tlreulic faduie reQueing atltlitional,more frequent monitarirg-
COMir�ad�w Plan
If the seplic tank or any of its canponenls became defective the hank or component shall be 2paired or raplacea to keep the system in
proper operaling wnAilan.
If the dosing tank,pump,pump wntrols,alarm a relate0 winng 6emmes Eefedivathe defective componetrt(s)shall be immetliately
repaired or replaced with a rnmpone�rt of the same or equal peAormance.
If the mound component fails to accept wastewaier w begins to tlischarge wastewater to the grountl suAace,il will be repaired or
replacetl in its'present batbn by mcreasi'g basal area rf tce leakage acurs or by removirg biob9icaly cloggeA absorytion antl dispersai
media,antl related pip�ng,erW replacing sai0 wmponents as deertie0 rre�ssary to bring the system iMo proper Weraling corqilb�.
See Page 5 o/Mis plan torMe name and telephone number aFyour local POWTS regulabr antl service prrni0er.
PrtreaVnent Units
The infortnatbn antl scheduk ot mananagemenl and maintenance for pretreelment Oevicxs suU as aerobic tBahneM unds w disinfedion
units a2 attached as separate OocumeM6 aM are consiOereC part of the overall management plan for this system.
Pmject Page 6 of 7
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